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Home My WebLink About7423 204TH ST NE_BLD1538_2026 (J'*7Q SNOHOMISH MAR 19 �018 HEALTH DISTRICT W I S WWW.SNOHD.ORG Environmental Health Division March 13, 2018 Bob Edwards Bartell Drug Co. 4025 Delridge Way SW, Suite 400 Seattle, WA 98106 Subject: Proposed Bartell Drugs#74, 7423 204th Street NE, Arlington Dear Mr. Edwards: Your plans have been reviewed with the Rules and Regulations of the State Board of Health, and with the policies of the Snohomish Health District. With the addition of the following conditions, the plans are approved. 1. The conditional approval of the plans for Bartell Drugs #74 was based upon the plans submitted March 5, 2018. Any changes to the plans submitted March 5, 2018 will void this approval. 2. The Health District operating permit application process must be completed prior to opening for business. This facility will be classified as a low risk food establishment with 0-12 seats. 3. Three-compartment sinks must be NSF or equivalent listed with rounded corners and integral drainboards at both ends. The basins of the three-compartment sink must be large enough to fit the largest item needing to be washed. 4. An indirect waste drain (an air gap) is required for the sanitizer basin of the three-compartment sink, ice machine, walk-in refrigerator and freezer, and any equipment in which food is placed. Please note that a direct drain to a grease trap is not considered an indirect drain even if the grease trap is indirectly drained. 5. A horizontal separation of at least 16 inches or a vertical partition 16 inches in height is required between the handwash sink and the three compartment sink. 6. Water heaters must be of sufficient size to provide hot water to dishwasher and/or scullery sinks and at the same time provide hot water to all handwash sinks. 7. Hot water must be available to all handwash sinks within 15 seconds. The hot water for the facility must not be used, at any plumbing fixture, for a minimum of 6 hours prior to the preoperational inspection. This is required so that proper testing of the 15-second time requirement for hot water availability can be completed. 8. All food service equipment, both new and used, must be listed by the National Sanitation Foundation (NSF) or equivalent for its intended use. Used and new refrigeration must be capable of holding food at temperature of 41 OF or below. 9. Used equipment is subject to onsite inspection to determine acceptability for use in the proposed food service establishment. Used equipment must be clean, in proper operating condition, and in good repair. Used refrigeration must be capable of holding at a temperature of 41OF or below. 10. Extra wall protection is required on walls behind all sinks, including restroom handwash sinks. Sinks in corners must also have wall protection on the side walls. A 16-inch high backsplash of plastic laminate, fiberglass-reinforced plastic or equal is acceptable. Wall protection behind mop sinks must cover the entire splash zone. Plastic coated hardboard is not acceptable. 11. All floors in the food storage and dishwashing areas must be surfaced with a durable, nonabsorbent, easily cleanable material. Expansion joints, seams, saw cuts and the like in concrete floors in all areas must be filled and sealed so as to provide a smooth and cleanable surface. 3020 Rucker Avenue, Suite 104 ■ Everett, WA 98201-3900 ■ tel: 425.339.5250 ■ fax: 425.339.5254 12. The ceiling-.above the three compartment sink must be non-perforated, nonabsorbent, smooth and easily cleanable. 13. All light fixtures in area above the three compartment sink and food storage areas must be provided with covers and shatterproof bulbs. 14. Plumbing must meet state and local codes. 15. It cannot be determined from the floor plan or information submitted whether or not a chemical dispensing system will be installed at the mop sink. Please note that the use of screw-on type 'wye' adaptors at the mop sink faucet for use with chemical dispensing systems is prohibited. Additionally chemical dispensers cannot be connected to the mop sink faucet. The chemical dispenser must have a separate water connection. A 'sidekick' adaptor at the mop sink faucet is acceptable. A preoperational inspection is required prior to operating permit issuance and approval to open for business. At the time of inspection the construction of the food service establishment must be complete and all equipment must be in place and in proper operating condition. Incomplete construction or equipment operation will result in a $185.00 re-inspection fee. Contact the Food Program office a minimum of one week in advance to schedule an appointment for the preoperational inspection. The preoperational inspection will ensure compliance with the Rules and Regulations of the State Board of Health for Food Service Sanitation. Changes or additions to the approved plans or equipment require pre-approval from the Snohomish Health District prior to implementation of the changes. Please contact me if you have any questions. My office number is 425.339.8742 and my email address is ehagedornna.snohd.org. Sincerely, Elaine H a g efoS Environmental Health Specialist Food Establishment Plan Review EH/kdc Enclosure: Annual Food Establishment Permit Application, Fee Schedule— Food Safety cc: City of Arlington Building Department WA State Liquor Control Board Brent French RS, Environmental Health Specialist ° CITY OF ARLINGTON 238 N. OLYMPIC AVE-ARLINGTON, WA. 98223 ` PHONE; (360) 403-3551 BUILDING PERMIT Address:7423 204th Street NE Permit#:1538 Parcel#:31051100304100 Valuation:2800000.00 OWNER APPLICANT CONTRACTOR Name:RPI ARLINGTON LLC Name:Harold Christensen Name:Buchner Construction,Inc Address:2618 2ND AVE Address:130 Lakeside Address:3158 South Main Street City,State Zip:SEATTLE,WA 98121 City,State Zip:Seattle,WA 98122 City,State Zip:Salt Lake City,UT 84115 Phone: Phone:206-325-2553 Phone:801-879-6227 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial New CODE YEAR: 2015 STORIES: I CONST.TYPE: `I-$ DWELLING UNITS: 0 OCC GROUP: M BUILDINGS: I OCC LOAD: 221 PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRA -iB 110. SALES TAX NOT • a es tax relatin construction and construction materials in:,lfie-Ci1X o_fArNu n must be ported on your sales tax return form and coded City o 3101 Sign Print Name Date Released By Date CONDITIONS Adhere to approved plans. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION PERMIT FEES Date Description Fee Amount 8/30/2017 Building Permit Fee $17,279.28 8/30/2017 Building Plan Review Fee $6,214.30 8/30/2017 State Building Code Surcharge Fee $4.50 8/30/2017 Traffic Mitigation-City $199,723.15 Total Due: $223,221.23 Total Payment: $6,214.30 Balance Due: $217,006.93 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: CITY OF ARLINGTON TEMPORARY CERTIFICATE OF OCCUPANCY INTERNATIONAL BUILDING CODE SEC. 110 NOTE:THIS CERTIFICATE DOES NOT CERTIFY ELECTRICAL WORK At 7423 204th Street NE Building Permit Number 1538 Name & Address of Owner Occupant Load Number of Stories RPI Arlington LLC 2 g 21 1 2618 2nd Ave Type of Construction/Sprinkler system required Use Seattle, WA 98121 V-B/Yes Mercantile STRUCTURE THE HAS BEEN INSPECTED AND APPROVED AS COMPLYING WITH THE 2006 EDITION OF THE INTERNATIONAL BUILDING CODE FOR GROUP M OCCUPANCY ISSUED THIS 9th DAY OF March , 2018. BY COMBINATION INSPECTOR Kevin Olander CONDITIONS: 1. Final Building Inspection 2. Final Civil Inspection 3. Final As-Built Drawing Approval 4. All Recorded Documents Filed LEGAL DESCRIPTION INDEX OF DRAWINGS NEW TRACT C,CITY OF ARLINGTON BOUNDARY LINE ADJUSTMENT FOR RODNEY MA FILE ARCHITECTURAL (1s SHEETS) NO.PLN 2013-58,RECORDED FEBRUARY 21,2014 UNDER RECORDING NO.201402215006 AND AFFIDAVIT OF CORRECTION OF BOUNDARY LINE ADJUSTMENT RECORDED APRIL 15, AO.O PROJECT DATA / COVER SHEET 2014 AND NOVEMBER 05,2014 UNDER RECORDING NOS. 201404150636 AND 201411050281,BEING A PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST A0.1 EXIT ANALYSIS, NOTES QUARTER AND THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 11, A1.0 SITE PLAN, DETAILS TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. A1.1 MISCELLANEOUS DETAILS RECORDS OF SNOHOMISH COUNTY,WASHINGTON. A1.2 ENLARGED PLANS, DETAILS A2.0 FLOOR PLANS, KEYNOTES A2.1 REFLECTED CEILING PLAN, DETAILS N TAX PARCEL NUMBER: 31051100304100 A2.2 ROOF PLAN, DETAILS A2.3 ENLARGED PLANS, DETAILS A2.4 INTERIOR ELEVATIONS, DETAILS A2.5 DOOR & ROOM FINISH SCHEDULES, DETAILS PROJECT STATISTICS A3.0 EXTERIOR ELEVATIONS - A4.0 WALL SECTIONS, DETAILS A4.1 WALL SECTIONS, DETAILS A4.2 WALL SECTIONS, DETAILS A4.3 WALL SECTIONS, DETAILS RTELL ZONING DESIGNATION: GC-GENERAL COMMERCIAL A4.4 WALL SECTIONS, DETAILS SITE AREA: 2.23 ACRES (TWO PADS) . A4.5 WALL SECTIONS, DETAILS A4.6 MISCELLANEOUS DETAILS, WALL TYPES BUILDING DATA STRUCTURAL (11 SHEETSI: CODES USED: 2015 IBC, MC, UPC, IFC, 2009 ICC ANSI 117.1, 2012 S-0.1 GENERAL NOTES AND SHEET INDEX WSNREC & CITY OF ARLINGTON S-0.2 SPECIAL INSPECTIONS MUNICIPAL CODE S-0.3 ROOF DIAPHRAGM PLAN AND MISCELLANEOUS DETAILS S-1.1 FOUNDATION PLAN -_ TYPE OF CONSTRUCTION: TYPE V-B, SPRINKLED S-1.2 ROOF FRAMING PLAN w a3 Washington's Own Drugstores& - S-3.1 CANOPYTIF FRAMING SECTIONS w� N SECTIONS OCCUPANCY GROUP: M S-4.1 ROOF FRAMING SECTIONS g" (NOTE: ACCESSORY S-1 STORAGE& B OFFICE USES, BOTH NON-SEPARATED, S-4.2 ROOF FRAMING SECTIONS PER IBC TABLE 508.4) S-5.1 EXTERIOR WALL ELEVATIONS S-5.2 EXTERIOR WALL ELEVATIONS OCCUPANT LOADS FIRST FLOOR OCCUPANT LOAD; CML (21 SHEETS):CV-1-1.0 COVER SHEET SALES FLOOR ...... ........... ............ ...................181 OCC. CV .1 GENERAL NOTES PHARMACY -- - --- ---- 16 OCC. CV-1.2 CITY OF ARLINGTON STANDARD NOTES STOCKROOM + STORAGE ------ 6 + 2 OCC. D-1.0 DEMOLITION AND ESC PLAN D-2.0 EROSION DETAILS Z OFFICE -- -- - --- 16 OCC. C-1.0 HORIZONTAL CONTROL PLAN U C-1.1 SITE PLAN TOTAL OCCUPANT LOAD 221 QGG. BUILDING PERMIT C- .2 PEDESTRIAN PLAZA PLAN � J C-1.3 TRAFFIC CONTROL PLAN C-1.4 ILLUMINATION PLAN NUMBER OF STORIES: 1 C-2.0 GRADING AND DRAINAGE PLAN c� SUBMITTAL SET C-3.0 UTILITY PLAN Z L N ALLOWABLE FLOOR AREA CALCULATIONS: C-3.1 SEWER PLAN AND PROFILE 0 rn CISC-3.2 WATER PLAN AND PROFILE M OCCUPANCY, NON-SEPARATED CLASSIFICATION, PER I.B.C. 302.1, C-5.0 SANITARY SEWER DETAILS N WBASIC ALLOWABLE (M/V-B) 36,000 S.F. = O.K. 7-5-17 C-6.0 STORMWATER DETAILS LL C-7.0 WATER DETAILS ; C-7.1 WATER DETAILS z BUILDING AREA: C-7.2 WATER DETAILS r PROPOSED BUILDING AREA(FOOTPRINT) --- -------- 14,671 S.F. C-8.0 PAVING AND SITE DETAILS z C-8.1 PAVEMENT DETAILS CD TOTAL BUILDING AREA ----- .-. . .... .. 14,671 S.F. /^ J LANDSCAPE (2 SHEETS) v < REQUIRED PARKING: Q L-1 LANDSCAPE PLAN D N L-2 IRRIGATION PLAN 1/400S.F. / 14,671 S.F. --- -------- 37 STALLS O z PROVIDED PARKING BAITELLDRUGS REFERENCE DRAWINGS (19 SHEETS): L W AG000 GENERAL INFORMATION _j a- LLJ STANDARD -- -- -- -- -- 58 STALLS _ llf ACCESSIBLE -- -- -- -- -- 3 STALLS A-101 FLOOR PLAN - C j TOTAL PER ADMINISTRATIVE PARKING REDUCTION -- -- 61 STALLS A-102 HARD LID AREA PLAN Wcu A-103 FIXTURE & EQUIPMENT PLAN A-104 REFLECTED CEILING PLAN A-105 FLOOR FINISH PLAN CD WALL SH A-206 NTERIORIELEVATIONS co SCOPE PROJECT TEAM A-301 SECTIONS & DETAILS z m m PORTION OF TRACT C PER LEGAL DESCRIPTION ABOVE: A-401 ENLARGED FLOOR PLANS �p DEVELOPER: ARCHITECT: CIVIL ENGINEER: STRUCTURAL ENGINEER: LANDSCAPE ARCHITECT: GEOTECHNICAL ENGINEER: A-403 ENLARGED FIXTURE PLANS Ul Q m CREATE NEW BARTELL DRUG STORE SITE FROM PORTION OF TRACT C AT 7423 In 204TH STREET N.E,ARLINGTON,WA 98223. A-404 ENLARGED FIXTURE PLANS N REAL PROPERTY INVESTORS LLC LANCE MUELLER&ASSOCIATES PACLAND CIVIL ENGINEERS ENGINEERS NORTHWEST MAIN STREET DESIGN ZIPPERGEO A-601 DOOR SCHEDULE W N PROPOSAL TO CONSTRUCT NEW DRUG STORE WITH DRIVE UP WINDOW AT 2618 2ND AVE 130 LAKESIDE AVE,SUITE 250 1505 WESTLAKE AVE.N,SUITE 305 9725 3RD AVE.N.E.,SUITE 207 9402 TIDAL COURT 19023 36TH AVE.W.,SUITE D - A-602 SCHEDULES, ROOM FINISH SCHEDULE PHARMACY. PROVIDE PARKING FOR 61 CARS. SEATTLE,WA 98121 SEATTLE,WA 98122 SEATTLE,WA 98109 SEATTLE,WA 98115 BAINBRIDGE ISLAND,WA 98110 LYNNWOOD,WA 98036 ni (206)985-0109 (206)325-2553 (206)522-9510 (206)973-5423 (206)842-7886 (425)582-9928 MATERIALS & FINISHES SCHEDULE Q m FAX(206)328-0554 COKIII BILL FORTUNA70 CONTACT: MARK NAZARENUS CONTACT: KEN LONEY CONTACT: JAMES GEORGIS A-603 SCHEDULES, LIGHT FIXTURE SCHEDULE - Q ;aNfACL•CO HAROLD CHRSTENSEN EMAIL:BFORTUNATO®PACLAND.COM EMAIL:MARKN®ENGINEERSNW.COM EMAIL: MAIN-STREET®EARTHLINK.NET PLUMBING FIXTURE SCHEDULE U N EMAIL:HAROLDC®LMUELLER.COM A-604 SCHEDULE - EQUIPMENT 0 VICINITY MAP AE101 ELECTRICAL PLAN N N AE401 ENLARGED ELECTRICAL PLAN N N AE501 ELECTRICAL DETAILS lfl f0 Qo+ °ah NOTE: THE ABOVE DRAWINGS ARE PROVIDED FOR INTERIOR DESIGN INTENT. THESE w F 3 DRAWINGS ARE TO BE REFERRED WHEN LOCATING/PLACING ALL UNDERSLAB EQUIPMENT W CITY OF ARLINGTON GENERAL NOTES &UTILITIES FOR FIXTURES,SHELVING AND CASEWORK. BARTELL ASSIGNMENT DRAWINGS = L] DEFERRED PERMITS TAKE PRECEDENCE OVER THE ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATION ryy CONTENT AND INTERIOR FINISHING AND EQUIPMENT UNLESS OTHERWISE NOTED. WHEREILL N LL Q 1. THE JOB SUPERINTENDENT SHALL MAINTAIN AT THE JOB SITE A LIST OF THE SPECIAL INSPECTORS CONDUCTING INSPECTIONS ON THE PROJECT. INCLUDED ON THE LIST QUESTIONS OR CONFLICTS ARISE IN INTERPRETING EXACT LOCATIONS OF EQUIPMENT& W W to DEMOLITION PERMIT WILL BE THE INDIVIDUALS NAME,THE TYPES OF INSPECTIONS THE INDIVIDUAL IS QUALIFIED TO PERFORM,THE DATES AND TIMES OF EACH INDIVIDUAL WAS OR WILL BE FIXTURES, DIRECT INQUIRIES TO THE BARTELL DRUG COMPANY FOR RESOLUTION, w/ SITE so�war PRESENT ON THE JOB SITE,AND THE TYPES OF INSPECTIONS COMPLETED EACH DATE. COPY TO ARCHITECT. CONTACT FOR THE BARTELL DRUG COMPANY IS: W J ELECTRICAL PERMIT 2. NO BUILDING OR PORTION OF A BUILDING SHALL BE OCCUPIED OR USED FOR STORAGE PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. APPROVAL FOR J In �� OCCUPANCY IS ONLY GRANTED AFTER ACCEPTANCE BY THE BUILDING DIVISION, PLANNING DIVISION, FIRE MARSHAL AND PUBLIC WORKS DEPARTMENT. NO EXCEPTIONS. TBOB HE EDWARDS, MANAGER OF CONSTRUCTION &FACILITIES > W 0 PLUMBING PERMIT 3. SEPARATE PERMITS ARE REQUIRED FOR PLUMBING, MECHANICAL, ELECTRICAL, SIGNS, FENCES AND DEMOLITIONS. A SEWER CAPPING PERMIT IS REQUIRED PRIOR TO ANY COMPANY C) MECHANICAL(HVAC)PERMIT DEMOLITION WORK. (206)767-1182 U :1 - V_ s ve= n r w aok.v, 4. GREASE TRAPS AND OIL-WATER SEPARATORS REQUIRE SEPARATE INSPECTIONS DURING INSTALLATION AND BEFORE COVERING UP. BOBE®BARTELLDRUGS.COM 5 .re.. a FIRE SPRINKLER PERMIT 5. ALL REQUESTED CHANGES TO THE APPROVED PLANS SHALL BE PREPARED BY THE PROJECT ARCHITECT AND/OR ENGINEER AND SUBMITTED TO THE BUILDING OFFICIAL to ,,,r„r„g,•. FIRE ALARM PERMIT FOR APPROVAL. COPIES OF THE APPROVED PLANS SHALL BE ON THE JOB SITE PRIOR TO COMMENCEMENT OF WORK. PROJECT DOCUMENTS: 2 r� 6. THE FINAL SIGNED REPORT FROM THE APPROVED TESTING LAB SHALL BE SUBMITTED TO THE BUILDING OFFICIAL PRIOR TO FINAL INSPECTION FOR OCCUPANCY. W O o SIGN PERMIT 7. ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT STATE-ADOPTED CODES. U to RACKING/SHELVING OVER 5'-9" THE PROJECT DOCUMENTS CONSIST OF: Q - � � Y es y COOLERS 1. THE ARCHITECTURAL DRAWINGS, Q Z Q' J 2. THE STRUCTURAL DRAWINGS, jj 3. THE CIVIL DRAWINGS, 0 Q O o 4. THE LANDSCAPE DRAWINGS, J Q m p1u s,N. CITY OF ARLINGTON FIRE PROTECTION NOTES 5. THE ASSIGNMENT DRAWINGS AND SPECIFICATION BY BARTELL DRUGS. t - U see n 1. FIRE SPRINKLER SYSTEM TO BE DESIGNED AS ORDINARY HAZARD - GROUP II THROUGHOUT THE BUILDING. A PROJECT ADDRESS 3. ALLL HYDRANTS ANTTS ALRE ER TO BE INPROTECTSTALLED ALLED UNDEANDLO OPERATIONAL PRIORCANOPIES IFUTODANY BY COMBUSTIIBLEIRE STORAGER OR MATERIAL STORAGE. • •O'O 0 7423 204TH STREET N.E.,ARLINGTON,WA 98223 I OCCUPANCY / EXIT ANALYSIS: PLAN LEGEND ABBREVIATIONS GENERAL NOTES = DOOR NUMBER 1. SCALE SHOWN OR OTHERWISE INDICATED ON THESE DRAWINGS, IN PRINT OR A.C. ASPHALTIC CONCRETE INSUL. INSULATION ELECTRONIC MEDIA, IS INTENDED FOR ESTABLISHING SIZE AND PROPORTION ONLY, EARTH PLAN KEYNOTES(SHEET ADJ ADJUSTABLE/ADJACENT INSTL INSTALLATION DO NOT SCALE THIS OR ANY OTHER DRAWING PRODUCED MANUALLY OR A2.0) ALT ALTERNATE INT. INTERIOR ELECTRONICALLY FROM THIS OFFICE IN REGARD TO THIS PROJECT. THE ACCURACY OCCUPANCY LEGEND: GRAVEL/ROCK ONUMBER ELEVATION AFF ABOVE FINISH FLOOR IRRIG. IRRIGATION OF THE DRAWINGS SHOULD NOT BE RELIED UPON TO REFLECT EXACT DIMENSIONS OF EXISTING,PROPOSED OR AS-BUILT CONDITIONS. NTERIOR ELEVATIONS ALUM ALUMINUMSHEET (SHEET A2.4) ARCH. ARCHITECT or ARCHITECTURAL JAN JANITOR 2 DRAWINGS ARE DIMENSIONED TO FACE OF STUD,BLOCK, CONCRETE,OR EDGE OF M OCCUPANCY (NO HATCH) CONCRETE L ANGLE JST JOIST CONCRETE SLAB, UNLESS NOTED OTHERWISE. DIMENSIONS DENOTED AS "CLEAR"OR 4 L- ANOD. ANODIZED 'CLR."ARE TO FINISH SURFACE. ® ASPHALT PAVING 2 DETAIL JT JOINT DETAILS ACT ACOUSTICAL or ACOUSTICAL 3. THE BUILDING SHALL COMPLY WITH BARRIER-FREE ACCESSIBILITY REQUIREMENTS. B OCCUPANCY A1.2 SHEET ® AT CEILING TILE LF LINEAL FEET ALL DOOR LOCK AND LATCH SETS SHALL HAVE LEVER HANDLES, PUSH-OPERABLE OR �_L��/L__LLI__LLLJJJJ WOOD FRAMING NUMBER LS LANDSCAPE OTHER DEVICES ALLOWING OPENABILITY BY WRIST OR ARM PRESSURE. -_ BLOCKING OR SHIM AA SECTION B.D. BIDDER-DESIGN 4. REQUIRED FIRE HYDRANTS SHALL BE INSTALLED PRIOR TO ANY COMBUSTIBLE S-1 OCCUPANCY BUILDING SECTIONS BE. BOARD LT LIGHT MATERIALS BEING PLACED ON SITE. .0 FINISH WOOD TA3 SHEET (SHEETS A4.0-A4.5) BDC BARTELL DRUG COMPANY LTG LIGHTING NUMBER B.F. BARRIER-FREE 5. IDENTIFY ALL EXIT DOORS WITHIN 200'TRAVEL DISTANCE W/EXIT SIGNAGE. EXIT ANALYSIS LEGEND: / REVISIONS BLDG. BUILDING MAT'L MATERIAL PROVIDE ILLUMINATED EXIT SIGNS AND EXIT PATHWAY ILLUMINATION,PER CODE. /� GLASS(ELEVATION)ROOM WALL TYPES (SHEET A4.6) BLK'G. BLOCKING MAX MAXIMUM 6. SEE REFERENCE DRAWINGS BY BARTELL DRUGS,BOUND AT THE BACK OF THIS A� OCCUPANCY ® _--_ BM. BEAM SET, FOR ADDITIONAL INFORMATION. THESE REFERENCE DRAWINGS SUPERSEDE GLASS(SECTION) n TABLE: AREA OF ROOM (SF) 2 I I B.O. BOTTOM OF MECH MECHANICAL CONTRARY DIRECTION IN THE"STORE SPECIFICATIONS"BY BARTELL DRUG COMPANY �= o 0 / GYPSUM WALL BOARD ENLARGED ("BDC"),WHICH IN TURN SUPERSEDE THE LANCE MULLER ARCHITECTS DRAWINGS o 200 ✓ Al2 PLANS DETAILS B.O.C. BOTTOM OF CONCRETE MED MEDIUM WHERE CONFLICTS OCCUR, U.N.O. FOR QUESTIONS SPECIFIC TO INTERIOR EQUIPMENT OCCUPANT LOAD FACTOR I I / 100004 CAULKING/SEALANT B.O.M. BOTTOM OF MUNTIN MEZZ MEZZANINE AND LAYOUT, DIRECT RFIs AND CLARIFICATIONS TO BARTELL DRUG COMPANY: BOB 2 (IBC Table 1OCCUPA ---- PLYWOOD B.O.R. BOTTOM OF REVEAL MFGR or MFR MANUFACTURER EDWARDS(206)767-1182. NUMBER OF OCCUPANTS IN ROOM B/S BUILDING STANDARD MIN. MINIMUM or MINUTE - _ 7. SUBMIT SHOP DRAWINGS OF ALL SUPPLIED EQUIPMENT, DEVICES, SYSTEMS& BRICK/CMU BTWN. BETWEEN MISC MISCELLANEOUS COLUMNS OR LAYOUTS FOR BDC APPROVAL PRIOR TO ORDERING/INSTALLATION. OCCUPANT LOAD ACOUSTIC TILE A GRID LINES MTD MOUNTED a cm—OCCUPANT DOOR OR CAB CABINET MTL METAL 8. ALL BUILDING ENTRANCES AND ALL INTERIOR AREAS ARE TO BE BARRIER-FREE RIGID INSULATION C.B. CATCH BASIN MILL. MULLION ACCESSIBLE,WITH MAXIMUM 1/2"GRADE CHANGES ACROSS DOOR SILLS,AND ALL SG EXIT EXIT *(OR) T TEMPERED GLASS C.I.P. CAST IN PLACE ACCESSORIES, FIXTURES&EQUIPMENT MOUNTED PER ADA REQUIREMENTS. MAINTAIN 0 ® THE FOLLOWING ADA CLEARANCES ON THE LATCH SIDE OF ALL DOOR OPENINGS: MIN. GATT INSULATION CIRC CIRCULATION OCCUPANT LOAD S SPANDREL GLASS N/A NOT APPLICABLE 18"ON THE PULL SIDE& MIN. 12"ON THE PUSH SIDE. 910 AT EXTERIOR EXIT ® METAL C.J. CONSTRUCTION or COLD JOINT NIC NOT IN CONTRACT CLR CLEAR or CLEARANCE NO. NUMBER 9. AS REQUIRED,PROVIDE ADDITIONAL PORTABLE 2A-10BC FIRE EXTINGUISHERS O CLG CEILING NOM. NOMINAL 1/3000 SF&NOT TO EXCEED 75'OF TRAVEL,AND AT MOUNTING HEIGHT OF+42" DISTANCE OF TRAVEL AFT TO TOP OF EXTINGUISHER. LOCATIONS AS APPROVED BY FIRE MARSHAL. EXIST ACCESS TRAVEL DISTANCE it CENTERLINE NTS NOT TO SCALE 1W`' (GROUP M -250'ALLOWED CMU CONCRETE MASONRY UNIT 10. SEE SHEET A4.6 FOR WALL TYPE LEGEND AND SHEET A2.5 FOR DOOR&ROOM FOR SPRINKLED BUILDING) COL COLUMN OC ON CENTER FINISH SCHEDULES. START POINT GOING CONCRETE SEE BDC REFERENCE DRWG.A-105 FOR ADDITIONAL FLOOR FINISH INFORMATION. O.D. OUTSIDE DIAMETER SEE BDC REFERENCE DRWG.A-106 FOR ADDITIONAL WALL FINISH INFORMATION. PATH OF TRAVEL CONST CONSTRUCTION O.G. ON-GRADE SEE BDC REFERENCE DRWG,A-104 FOR ADDITIONAL LIGHTING/REFLECTED CEILING END POINT CONT CONTINUOUS INFORMATION. O.H. OPPOSITE HAND O v COORD COORDINATE OHNG OVERHANG SEE BDC REFERENCE DRWG.AE-101,AE-401 AND AE-501 FOR ADDITIONAL CPT CARPET OPN'G OPENING ELECTRICAL INFORMATION. CT CERAMIC TILE OPP. OPPOSITE 11. PROVIDE TACTILE EXIT SIGNS CONFORMING w/IBC SECTION 1013.4 AT EACH OF r 35 117 70 °a a 1529 CT'D COATED THE SCHEDULED EXITS,WHICH SHALL CONFORM w/IBC SECTION 1013. 0 LF 400 100 a 0 PERF. PERFORATED 1 DTL DETAIL PERE. PERPENDICULAR Z L N p p DAM. or 4 DIAMETER PERIM. PERIMETER 0 Cl- _ _ DIM DIMENSION � O ,q _` ON DOWN P.J. PANEL JOINT Q H IF R or PL. PLATE or PROPERTY LINE V1 a ONSET DOWNSPOUT P.LAM PLASTIC LAMINATE V/ 1 1 DS DOWNSPOUT PLYWD PLYWOOD > Z T --- DR DOOR PNL PANEL 1 0 DRWG or DWG DRAWING L_ © IT WIDTH REQUIRED THIS EXIT= PR PAIR �r x .20 = L2 PREFIN. PREFINISHED ` z 733 '1 EA EACH PROVIDED J 12 cam__- ` „ xir E.LF.S. EXT. INSULATION FINISH SYSTEM PROP PROPERTY SHOP DRAWING SUBMITTALS & RFIs: 120 -_ 1 IT WIDTH REQUIRED THIS EXIT= EL ELEVATION PT PAINT or POINT Q 100 r-J°'�-� 43 1 =21 6" ELECT ELECTRICAL P.T. PRESSURE-TREATED or V/ 1 ----=-J----i 1---- e 13 NOTE THAT THE BARTELL DRUG COMPANY HAS PRIORITY REVIEW OF ALL ASPECTS OF w "PROVIDED ELEV ELEVATION OR ELEVATOR POST-TENSIONED THE WORK,AS DEFINED IN THE BARTELL DRUG COMPANY SPECIFICATION GENERAL 2 € I� I`�� _r (VA 2 ENAM. ENAMEL CONDITIONS. ADDITIONALLY,THEY WILL HAVE THEIR REPRESENTATIVE ATTEND ALL o Z -_ - = -i-aa 1 _- _ 1 '-____ ______ EQ. EQUAL R RADIUS PRE-CONSTRUCTION, PRE-INSTALLATION& PROGRESS MEETINGS DURING THE COURSE ❑ 16 -ITS 708 _F,081 E.S. EACH SIDE RE RESILIENT BASE OF CONSTRUCTION. L LW 0 elo 11 ESMT. EASEMENT RFGR REFRIGERATOR REGARDING CONTRACTOR SUBMITTALS,NOTE THE FOLLOWING ITEM 1.2.1: IA—i r Al _ _ � _ o GI a le EX. or EXIST. EXISTING RENE REINFORCEMENT 16 ICI II _ ilwl u _ II _ 1 II Ihl a IE EXT. EXTERIOR REO'D REQUIRED D. Bartell Drugs shall be given the opportunity to review the following submittal LU 0 (� packages including but not limited to the following listand shall be provided with 0 sl II REQ'T.S REQUIREMENTS 0EIE copies of these submittal packages and shop drawings a minimum of 30 DAYS �_ F. FACE RET. RETAINING PRIOR to the product's installation. Bartell Drugs will not be responsible for -6 59 ICI _ _ _ o �I`„II _ I' IEI IE P 9 P 0 FAB. FABRICATE REV REVERSE or REVISION additional costs associated with changes in work necessitated by inadequate O D It qI - m '` FACT. FACTORY RM ROOM opportunity to review submittal packages. N • I Iw II elu .I ICI __� PC FACE OF CONCRETE RO ROUGH OPENING `` M -- i Roofing structure and materials M ^ N 3 - - 3 FF FACTORY FINISH . All door, window and storefront systems Z W 173 �" a 0869 =1 I�i II "II FH FIRE HYDRANT SAN. SANITARY All door, window and hardware 15 1 60 I� , FIN FINISH S.C. SOLID CORE All door, window and storefront equipment including motorized operators Roll-up gates and grilles �p ra 15 IL L_ - r n = 1 rn �n An rn FLR FLOOR SF SQUARE FEET U1 Q m uL uS �Lr`J L-rh Lrh rr5i _JI� Acoustical Ceiling N ' E 54 ` u u l II ��I a SI SQUARE INCH Coverings ' - FODTN FURNISHED BY OWNER, SMT SHEET HVAC 9 __________ ______�__ 180_____ Is. FLUOR FLUORESCENT Stain,Sealants 0 ® - m 0 - F.O. FACE OF Plumbing and Plumbing accessories m TOTAL EXIT LOAD FROM SALES, PHARMACY AND STORAGE= 16 Electrical — Q ip 181 + 16 + 16 + 2 = 215 ° 1 - IE INSTALLED BY CONTRACTOR SPRKLR. SPRINKLER Lighting U ❑ I� _ 1 Fire Alarm Systems N 438 F.P. FIRE PROOF or FIRE PROTECTED SQ SQUARE Fire Suppression Systems O 3�0 DISTRIBUTED LOAD=21 2= 108 - --� • pP y L It FR. FRAME OR FRAMING ST. STL. STAINLESS STEEL EACH EXIT F.R. FIRE-RATED or FIRE-RETARDENT N STD or STND STANDARD � N F.S. FACE OF STUD STL. STEEL SHOP DRAWING SUBMITTALS,RFIs AND FIELD QUESTIONS RELATED TO SPECIFIC lit i FT FOOT/FEET STRUCT. STRUCTURAL COMPONENTS DEFINED IN THE BARTELL DRUG COMPANY DOCUMENTS ARE TO BE On 11 �l FTIC FURNISHED BY TENANT DIRECTED T0: SUSP SUSPENDED Q F ¢ Cj INSTALLED BY CONTRACTOR 3 -- - S &V STAIN &VARNISH BOB EDWARDS MANAGER OF CONSTRUCTION&FACILITIES �-- I FTG. FOOTING ,y - I THE BARTELL DRUG COMPANY K1 w 1 J sr 1 FURN FURNITURE FURNISHINGS TELE TELEPHONE (206) 767-1182 U H BOBE®BARTELLDRUGS.COM ¢ TEMP TEMPERED or TEMPORARY w 1 - GA GAUGE THERMO THERMOSTAT FOR THOSE SUBMITTALS GOING FIRST TO BARTELL DRUGS, PROVIDE TWO ADDITIONAL W W an REQUIRED THIS EXIT= GALV GALVANIZED 21.6" G.C. GENERAL CONTRACTOR T.I.ITENANT IMPROVEMENT ADDITIONAL SUBMITTAL REVIEWTIME FORNARCHITECT''SDREVIEW/COORDINATIONEOF K J PROV}D 13 ED GL GLASS/ GLAZING VE BARTELL DRUGS'REVIEW COMMENTS. PLAN ALL SUBMITTALS TO ALLOW SUFFICIENT f.r 1 = 7 3 TJ TOOLED JOINT TIME IN THE CONSTRUCTION SCHEDULE FOR ALL REQUIRED REVIEW. N GWB GYPSUM WALL BOARD T.O. TOP OF W W w 6 I u�'`U 5. GYP. GYPSUM - 57 exn TS TUBE STEEL 3 I ; I L____________ L cxlo- 57 L_____ 5 ,._ TYP TYPICAL Z C 2 v1 a I r 57 �_ HD HOSE BIBB U.N.O. UNLESS NOTED OTHERWISE L xI H.C. HANDICAP or HOLLOW CORE w r-- _ -,6,1 HOW HARDWARE W 0 i 'Ill REQUIRED THIS EXIT= HD.WD. HARD WOOD VAR VARIES (/) [] U rn 372 53 ••= 11.4" HM HOLLOW METAL VCT VINYL COMPOSITION TILE Y 60 ROVIDED N Z HOR. HORIZONTAL VEN VENEER HR HOUR VERT VERTICAL Q o - I. WIDT RECUR HT HEIGHT VFY VERIFY Q J Q m HIS EXIT= HVAC HEATING,VENTILATING & 7 x .20' = 11.4 AIR CONDITIONING w/ WITH Z sheet 0 48"PROVIDED w/o WITHOUT Q N I.D. INSIDE DIAMETER WC WATER CLOSET or o IN. INCH WALL COVERING FLOOR PLAN EXITING PLAN INCAD INCANDESCENT WD WOOD AO�') WNDW w �� SC012: 1/16"=V-0 INCL INCLUDE W.P. WATER WPROOF LLJ ANCHOR BOLTS. SIZE AND LIGHT STANDARD: j LENGTH AS RECOMMENDED TUBE STL. POLE, AND PROVIDED BY POLE AS SCHEDULED MANUFACTURER. PROVIDE COLOR-MATCHED BASE COVERS OVER ANCHOR BOLTS 3/4"CHAMFER EDGE 24"0 FORMED CONCRETE BASE- FILL VOIDS- PAINT w U I I o 2w FINISH GRAD E lir#30TIES 6#5 VERT. P.V.C.CONDUI T, PER ELECT. DRAWINGS - o o ry XIff POLE BASE � A -- ILLEGIBLECAP __--- // I I �3 �` I I o S88'34 04 E PHARMACY -- I DOME CONCRETE TOP N 2 / PAINT � CAP ---- ----------------------- �I i 1 / 6"0 STEEL PIPE FILLED s ss—ss—ss—ss—ss ss ss ss ss ss ss ss �, ss ss ss ss ss- B w/CONC. PAINT � SAFETY RED 12"02•CONC. CURB 0 � ALONG ENTIRE NORTH I I — IIII a FACE OF BUILDING 18"SQ. CONC. FIG.TO POF BULNG TO ID _ I I I� _ �II I I POLE LIGHT I I I I O J FOOTING �I krM. I -- ----- -------------------- _� Irk Z co ITENITENITEII J � BOLLARD T DR HRU o= 0 I Q > o 6 Scale: 1/2"=1'-0" ou I / I (n Z 1 DRUGSTORE- I '0 D L 14,671 SF -I. POLE LIGHT I " yj 4•' ; O I p o z - BUILDING PAD NOT PART OF THIS PERMIT I _j /� � � 'a LV f I 54'-2" 2'-8•' 101'-4" 95'VARIES Cu � ��/ o a I (V - -------- -- z m m ti I l II N Qm / I O P I � I W I L � � � I I I IIII � N Noe6 I I Q ' .,Z. AL2 I Q 0 I /� I �� I � - � III I [� o ACCESSIBLE PARKING SYMBOL o a ® ® ® ® ® ® ® ® I — / 0 Scale: NOT TO SCALE / / J 1 1 N nn �n 4'2= Li-ARBHGHT.eRE ——E -- — — — ————— m / EDGE ERIES OR AP ROVED - EQUAL SEE CIVIL DRAWINGS FOR NN DIMENSIONS OF PARKING, POLE LIGHT WITH CONCRETE POLE LIGHT CURBS AND SITE FEATURES. - 3 o m OFS(3)ON E PER 1BARTL 5I�TCE� EDGELISERI S R APPROVE D I J GHT POLE.,,GREE` W N CREE DGE S RIES R EQUAL APPRO ED E AL. y �' /" �/ O i o N 310' "E W - s -'5 01' N 9'06'06"E — — — — — — �o -� — _ / o '� — — - - J Ian z f MAC NAIL& __ HER 5 i - - — OHP O OHP� W � % OH north 0 Z Y - _ rARA R=25.00' I Q D i 4=Fd'22'10" / w�� w-w-W- NO° 0 20 E \ Z J Q m -W-W- I TOP Soup LID Ce=125.2s 1 35.09' Q WW - cr 4 i I J sheet INV.6"PVC 5.=121.4E - 204TH ST. NE"PVC W. (CAPPED)=127.33 T9P 5 LID LID C8=126.33 INV. 8'0 / NV 8"PVC 5.=123.10SEINV 8' PVC E1 . 0 _—_ 1 A1 .0 �IRa°n F'nF"� oF7n Fz' � �.... _.,_ a.z� __ --- \ 1 140.57' / w SITE PLAN 17 Scale: 1"=20'-0" (N 16'-C" 13'-4" SOLID CAP SEE ENLARGED (CMU-6 COLOR) ELEVATION 6/A1.1 MAIN BODY FOR DETAIL - BLOCK COLOR c> -- -- - - - (CMU-1) BELT COURSE -- -- -- -- (CMU-2) 3 Id ACCENT BLOCK a -- -- -- -- COLOR (CMU-3) I WEST NORTH -------LANDSCAPE PLANTER 3 7'-8 5/8" 13'-4„ 23'-3 3/8" o 17 NOTE:TRASH ENCLOSURE TO USE SAME BUILDING A1.1 MATERIALS AND MATERIAL BANDING AS MAIN BUILDING. 13'-4" 16'-0" SOLID CAP SOLID CAP ----------------- MAIN BODY MAIN BODY 3 BLOCK COLOR I BLOCK COLOR BELT COURSE BELT COURSE 4 x 6 x 16 STND. o DUMPSTER ENCLOSURE, SMOOTH-FACE CMU s I ® CONSTRUCTED OF BLOCK ACCENT ACCENT BLDG.-MATCHING CMU BLOCK - 'CONTAINER-BUMPER" BLOCK COLOR BLOCK COLOR n SOUTH NORTH W/SOLID CMU CAP INTERIOR PERIMETER OF 3 WALLS OF 3 o o CONC.SLAB SLOPED TO ENCLOSURE- MORTAR TOP VIEW r o TRASH ENCLOSURE ELEVATIONS STEEL GATES, UTILIZING PREFIN. METAL OPENING. IN-PLACE, NO REBAR I 3'-2 3/8" (t3/8") 1 SEE CIVIL DRAWINGS. SIDING TO MATCH THAT OF BLDG., w/ REO'D Scale: 1/4"=1'-0' GALV. STL. KANE BOLTS AND KEEPER 3 _ SLEEVES AT THE OPEN AND CLOSED a Y_tt EZ� POSITIONS. I ( mm) i; DEEP-PROFILE, PRE FINISHED METAL SIDING TO MATCH a 11 CANOPY COLOR AND INSTALLED HORIZONTALLY. 3 I CYCLOOPS BIKE RACK FOR < wo HSS 4x4 A1.1 1"GAP AT CENTER 5 BICYCILS w GATE FRAME PROVIDE PADLOCK HASP I I � T.O.CAP& _ _ 3 I MODIFIED GATE ____ ___ ____ __ __ ____ ________ /-- T.O.EX.GATE -- ---- \— --- --- / ------- — — — — I �Fnasm aluo[ -- =----- ------ ------- 3 3'-0" (i3/8') HINGE _ __-- -__�1---_- ____-1�-__ ---- LANDSCAPE PLANTER D] --\ — ___ -- —_-- ---- -- --_ — /-- / I I FRONT VIEW STL ANGLE _ _---- __-�--_- --_- --- __--- - 3 TT FRAME& --- __-- --- --- --- --- --__ HSS STL /___ arcLoors SET SCREW o BRACES - - -- --- --/- LED SHOE BOX FIXTURE ON 20' POLE / l I (TYPICAL-1) [n BEHIND SIDING --- --JI----- - -- -----JI-- --- yy-�y mcLoovs _ -t WITH CONCRETE BASE. TYPICAL OF / i1P�016mC Z - ------ / 3 LOCATIONS ON BARTELL SITE. / W-1 () 3 (TYPICALV2)HINGE 5/8'(16 mm)DIAMETERxOLES PROVIDED FOR—_ -_ ANCxORSBY OTHERSYu CONCBEIF FOOBNG 124 . (TYPICAL-8) J PIPE WITH FLANGE (TYPIC2111-AL-2) V M T.a.SLAB north 21)0-5-E(DIRECT EMBEDMENT) 21)0-5-P(PEDESTAL MOUNT) Z � N 8 O PROVIDE KANE BOLT� 0 KEEPER SLEEVES GALV. STL. KANE BOLT ON FRONT SIDE OF FA.PAVEMENT AT OPEN GATE / U j GATE POSITION GALV. KEEPER SLEEVES AT OPEN AND CLOSED POSITIONS OF BOTH GATES - ENSURE THAT"OPEN"SLEEVE POSITION DOES 6 ENLARGED GATENOT LLELEVATION GATE FRAME TO EXAT TRASHANENCLOSURE D HIT FLAT BAR STOP OR END OF BLOCK WALL-ttP. EA. GATE 8 TRASH ENCLOSURE PLAN 0 BIKE RACK Q o Scale: 1/2"=1'-0" Scale: 1/4"=1'-0" Scale: N.T.S. FACE OF BUILDING z 3"x3"ANGLE HANGERS L_^ J 5/8"DIA. BOLTS = W Q STL. PLATE w/EMBEDS, PER uL CMU BLOCK ENCLOSURE WALL STRUCT. - PAINT 3/4"ANCHOR BOLTS INTO li if 16'-0" BUILDING CMU WALL Q O Z 1-1/2"x1-1/2"STL.ANGLE WELDED Lu GATE HINGE FABRICATED FROM TO GATE FRAME ALL AROUND, PER (2) STL. PLATES w FULL FLAT BAR - W / STRUCT.,OFFSET 1/4"FROM B.O. 4'-1" 3'-11" 3'-11" 4'-1" RADIUSED ENDS,DRILLED TO STOP EX.TOP HSS RECEIVE 3/4"0 BOLT,WASHERS A HSS 4x4 - PAINT FACE OF BUILDING _ GATE FRAME AND NUT-WELD ONE PL.TO o • I!� CO EMBED PLATE,THE OTHER " HSS 1-1/2"xi-1/2"STL •�/ 4 4 4 4 4 4 4 4 4 ^` TO GATE FRAME,ALL PER > BRACES&TENSION TIES 3Y" 3Y" C Y/ PREFIN. MTL. WELDED TO STL.ANGLE, PER STRUCT. - (2)TOTAL U. 4%4'x3 16"GALV. SIDING-START ONCE STRUCT. - PAINT T O 1-1/2"xi-1/2" GATE- PAINT - - LAYOUT FROM n PIN TIC TUBE STEEL STL.ANGLE TOP,BEGINNING ^ PERIMETER AND N WELDED TO GATE FRAME w/FULL VALLEY INTERMEDIATES II a) ^ N LEG, USING / 2"x2"GALV.TUBE II COLOR-MATCHED GATE FRAME: HSS 4x4x-4 SIDES, STEEL HORIZONTALS II Z FASTENERS w/WELDED CORNERS - PAINT _ FOR WOOD II PREFIN. MTL. SIDING TO MAT o CH ATTACHMENT II N Q m PROFILE COLOR OF METAL j ALL STL BAR,ANGLES&PLS TO BE GATE FRAME, CANOPIES, FASTENED TO STL. II L GALVANIZED& PAINTED HINGE&BLOCK ANGLES& HSS- PRIME&PAINT II Lid n7 BACKSIDE&SUPPORTS TO MATCH - N II m 2"x2"x6'-O"STAINED II Q CLEAR CEDAR II N U n T.O. GATE SECTION (JAMB SIM.) 2 GATE HINGE DETAIL - PLAN VIEW ;; 0 Scale: 1 1/2"V-0" Scale: 1 1/2"=1'-0" u N ��EE�� N N U1 EO 4(3.625") x8x 16 CMU Q F 3 SOLID CAP TO MATCH CMU 6, o SLOPED TO DRAIN TO OUTSIDE T.O.CAP®OUTSIDE vJi OF ENCLOSURE DOWELED TO [] w F.O.WALL BOND BEAM. 4%4%3/16"GALV. ry Q GATE TUBE STEEL PERIMETER u W BOND BEAM., PER STRUCT. AND INTERMEDIATES. to PAINT TO MATCH W W U) AT SPLIT-FACE 8x8x16 INTEGRAL COLOR SMOOTH& CANOPIES. N J BLOCK, USE SMOOTH END UNITS _ SPLIT-FACE CMU BLOCK,AS NOTED, J MATCHING BLOCK USED ON BUILDING, 2"x2"GALV.TUBE STEEL Q W N AT(2)FREE WALL ENDS ,.1 � w/CLEAR SEALER FLOOD COAT OVER HORIZONTALS FOR WOOD _ ALL EXPOSED SURFACES ATTACHMENT. - a W 7 5"CONC. SUB,PER STRUCT.,SLOPED 2"x2"x6'-0"STAINED Q � m " 12 TO DRAIN, PER CIVIL DRWG.S - CLEAR CEDAR. I A1.1 PROVIDE LIGHT BROOM FINISHE. & N SEALER N W p 4 x 6 x 16 STND.SMOOTH-FACE U U W CMU BLOCK CONTAINER-"BUMPER" O x FULL LENGTH OF ALL WALLS OF Z Q ENCLOSURE- MORTAR IN-PUCE,NO FINISH FLOOR LEVEL FINISH FLOOR W 0 REBAR REO'D Z J Q m N T.O.SLAB 20 Q A1.1 , J sheet t6 C86! �o 00 �o 0o J FOOTING&SUB PER STRUCT. w 6 PARTIAL SIDE ELEV. AT GATE WALL SECTION AT TRASH ENCLOSURE ACCENT TRELLIS ELEVATION ACCENT TRELLIS SECTION N Al Scale: 1/2"=1'-0" 17 Scale: 1/2"=1'-0" 18 Scale: 1/2"=1'-0" 20 Scale: 1/2"=1'-0' I I I 8'-0" CONCRETE SIDEWALK ACCESSIBLE PARKING CONCRETE WHEEL SYMBOL STOPS PER CIVIL DASHED LINE_ PAINTED ACCESSIBLE CANOPY ABOVE I_ PATHWAY 12'-6 19' 0.. ACCESSIBLE CURB CUT PER CIVIL DRAWINGS 0 ACCESSIBLE PARKING U SIGN (TYP. EACH H.C. - 99 STALL) PER CIVIL. 6 2 a0 N89° 06 E 258. 00 CYCLOOPS 170 5 BICYCLE SALES FLOOR — — _ RACK COLD TO MATCH BENCH AND TRASH RECEPTACLE. 7 ----J d A. PROVIDE MINIMUM 12'-0"x 55'-0"x 5" THICK FIBER REINFORCED CONCRETE STORE ENTRY <°p °yn LOADING APRON W/MIN. 12"STRUCTURAL �71FILL BELOW OVER FIRM AND UNYIELDING \ A110 SUBGRADE. MAIN ENTRY L' STACKING FOR (1)CAR AT PHARMACY p Q LANDSCAPE ! DOOR r� _ DRIVE UP WINDOW AND 4 4 - 4 p. Q ` B o L- MAIN ENTRY O PLANTER -- - - L__iil = VESTIBULE DOOR - S P ADDITIONAL CARS. EACH STACK SPOT p �i �`� //y DESIGNATED IS 10'-0"x 20'-0". Q p ' Q p Q `CONCRETE SIDEWALK a p 55'-0" p 18'-2" ° °° ° ° CONCRETE APRON AT DRIVE UP o� ACCESSIBLE ACCESS TO J.. WINDOW. 204TH STREET N.E. 6 _ -- :z -------- ---- 12 WIDE WHITE TRAFFIC PAINT STOP LINE AND 24" ^ PAINTED YELLOW DIRECTION ARROWS T "'a L.L- of I I I I --- I DRIVE UP WINDOW STACK LINE I HIGH STOP LETTERS o o V o 1 LLLIII - ° CONCRETE WALK AT DRIVE UP WINDOW N GPI g� L--------------- -J FIRE RISER ROOM cl BOLLARDS PER v ry LANDSCAPE '^ 6/A1.0.TYP. OF(2) I • O O 0 O O O 0 0 PLANTER NJ L------------ ----- ---- ------------�--- ------J 17'-1„ LANDSCAPE DRIVE UP WNDOW WITH CANOPY 6'-0"WIDE x 7'-4"HIGH _ _moo PLANTER ABOVE.SEE EXTERIOR LOADING DOOR WITH ELEVATIONS. CANOPY ABOVE 42"BOLLARD 12"WIDE x 12"HIGH CONCRETE LIGHT.�p CURB AT BASE OF NORTH EXTERIOR 1 _ WALL L STOCKROOM CANOPY ABOVE Z U LANDSCAPE PHARMACY � PLANTER O J SEE CIVIL DRAWINGS FOR MAN DOOR (EXIT) DETAILS OF WALK TO --J 0 VI M PLAZA AT CORNER OF Z L N 204TH STREET N.E. & HIGHWAY 9. 0 co C D F +� Q Q > z ENLARGED ACCESSIBLE PARKING & ENTRY PLAN ENLARGED LOADING AND DRIVE UP STACK AREA o 6 Sccle:1/8"-1'-0" 8 Sccle:1/8"-1'-0" (D � Q Ld� Q ILL, 0 z L w a- w o _J � a, Lu (a v' o N 3 Q >1 MM MM N Z W W ti N Q m m W N — N QN Q �O U N 0 ul N rYrnn1 N N U1 m Q F 3 U ff J W wul Q J F— J o Lj J W N to Z W W o U to V Y LL Q D w r � sheet Z A1 .2 w q ° F NOTE: I 7 -A 104'-0" KEYNOTES BELOW ARE FROM ASSIGNMENT SET AND RELATE TO INTERIOR DESIGN. DRAWINGS BY LANCE MUELLER ARCHITECTS SHOW BUILDING DESIGN AND INTERIOR LAYOUT IN RELATION TO STORE LAYOUT. LIFE SAFETY AND BUILDING 8" 22' 0" - r 6'-0" D. 8,4 33'-9" 33'-11 8" CODE RELATED ISSUES ARE SHOWN ON THESE PLANS. INTERIOR DESIGN,SHELVING,STORE FINISHING 91NCLUDING D J p o PLUMBING&ELECTRICAL CRITERIA)ARE SHOWN ON THE ASSIGNMENT SET. ————— KEY NOTES SORE OPENING WITH GRILLE/GATE.INCLUDE ALL ERNE --------- ---------- ---------- STRUCTURAL ELEMENTS FOR GRILLE GATE.WHEN OVERHEAD 1 � o� � NON-SLIP RECESSED WALK-OFF FLOORING SYSTEM PER BARTELL MOTORIZED GRILLE IS USED ENSURE MOTOR AND COIL ARE - / SPRNK. oPry _ O 48/19 48/19 48/19 48/19 _I SPECIFICATION OR BUILDING STANDARD SYSTEM AS APPROVED BY INSTALLED ONSECURE SIDEOF THE PHARMACY AND PROVIDE RISER ioN 9BO1 vlai svlAi "r 2 0 ~ - i- __ __ __ __ ACCESS ABOVE ADJACENT CEILING GRID ON THE PHARMACY SIDE I _ y SEE REFLECTED CEILING PLAN BARTELL. 33 �� 5 AND STRUCTURAL DRAWINGS 2 E2 RETURNS 1N REFRIGERATION EQUIPMENT BY G.C.VERIFY POWER REQ'S PER ONLY,SALES FLOOR SIDE OF SOFFIT SHALL NOT BE ACCESS IBLE.SEE S ci 115 RM. H FILE F -1 " OFFICE — FOR WALL FRAMING WHERE ELECTRICAL PLAN AND MANUFACTURER SPECIFICATION.VERIFY ELEVATIONS SECTIONS,BARTELL SPEC.FOR DETAILED REDS. zo �100 y�rl J,I 1 14 SERVICE ACCESS LID ABOVE. n 26 _ 2 REMOTE COOLING REQ'S.PROVIDE ALL ITEMS INCLUDING POWER COORDINATE ANY CASEWORK CLEARANCE AND INSTALLATION WITH 7u SIM = K REQ'D AT REMOTE LOCATION.BARTELL WILL EXTEND NATIONAL BARTELL. __I_ _� svini 9 - Iia J LJ EXTRA SHELVES A4.2 -� PRICING WHEN AVAILABLE. MOTORIZED OVERHEAD COILING GRILLE PER BARTELL SPEC.PROVIDE a PHARMACY R Pel+r G.C.TO PROVIDE AND INSTALL ALL REDD STRUCTURAL ELEMENTS KEY-OPERATED SWITCH PER ELECTRICAL PLAN.NO FLOOR-OR 7 32 seal 3 Lf9Ej �„ CANOPY FOR SUSPENDED AND CANTILEVERED CEILING ELEMENTS.CEILING COUNTER-STRIKES PERMITTED,ALL LOCKING MECHANISMS MUST 1€...... a A p,c �r 5 S ORAGE ,' BOVE.� 5 ELEMENTS BY BARTELL INSTALLATION CEILING BARTELL.ELECTRICAL LOCK AGAINST SIDE WALLS AND GUIDES.WHEN AT PHARMACY, - i =3I�C 5 1 13 51 4T 23 111 CONNECTIONS AND STRUCTURAL ELEMENTS BY G.C.VERIFY. ENSURE LOCKING MECHANISM IS I CESSIBLE FROM WITHIN THE _ v r PHARMACY WHEN POSSIBLE-WHICH MAY REQUIRE OFF-CENTER " seal 'EXIT II3C SINK,FAUCET,ACCESSORIES AND PLUMBING CONNECTIONS BYG.C. 77nr� 1 5 COUNSEL I LOCK PLACEMENT.ALL LOCK MECHANISMS TO BE"BEST'CORE ]y� - - _ ___ IN CASEWORK/FIXTURE BY BARTELL.VERIFY SPECIFICATION WITH COMPATIBLE INCLUDING KEY SWITCH.ENSURE MANUAL RELEASE 12 - 6 PLUMBING/EQUIPMENT SCHEDULES AND BARTELL SPEC.VIER 34 me ;IP V CHAIN IS ACCESSIBLE AND OPERABLE FROM WITHIN THE SECURED O LOCATION PRIOR TO ROUGH-IN AND COORDINATE INSTALLATION WITH 5 Q 5 - L___J BARTELL. AREA WITHOUT UNDUE WORK OR EFFORT OR INTERFERENCE FROM co^r _ STRUCTURAL OR CEILING ELEMENTS.SEE BARTELL SPEC.FOR _ _ _ srA4"R11 112 ----+ TECE H00K5 101-C- - 11-- re„ L----J55SINK,FAUCET,ACCESSORIES AND PLUMBING CONNECTIONS BY G.C. DETAILED REQS.ARCHITECT TO VERIFY CLEARANCES REQD FOR eww - 5 - rea K.Pcs L L JII ------ - SAND BARTELL SPEC VERIFY pLgNsc., IN CASEWORK/FIXTURE BY G.C.VERIFY SPECIFICATION WITH191A34 G � 7 MOTORIS),ADJACENT GRILLE(S),AND ANV APPLICABLE CODES)oaaP-oFF _- 8' 0' � PLUMBING/EQUIPMENTSGHEDULE n `` ---� ------- - --- ---- TI^7- ----- 110 T 2 LOCATION PRIOR TO ROUGH-IN. INCLUDING SERVICE ACCESS REQ S.AND COORDINATE ANY o c o o 7 — __ — — - --—J— 7 A4.5 ADJUSTMENTS WITH BARTELL PRIOR TO CONSTRUCTION. r o - , ,, - - SELF-PRIMING FLOOR DRAIN OR FLOOR SINK BY G.C.PER BARTELL ELECTRICAL AND LOW-VOLTAGE WIRING SHALL FEED THROUGH SLAB, _5 CA _ 3 SPECIFICATION.ENSURE SLAB AND/OR FLOORING INSTALLATION WILL WgLL,OR POWER-POLE AS INDICATED ON PLAN INTO BASE OF _ _ 2 ACCOMMODATE SLOPE REQ'D FOR WET AREA TO DRAIN TO ANY 3CJ CALL,ORPOWEURE BY BARTELL.VERIFY LOCATION WITH BARTELL. _ iT- T —IIT �Tr 7� FLOOR DRAIN.VERIFY LOCATION WITH BARTELL PRIOR TO ROUGH-IN. L 7�T'12� 12 /L9 48/19 48/19 4819 48/19 48/19 48/19 48/19 FINAL CONNECTIONS TO BE COMPLETED BY G.C.-COORDINATE 4 _ __ __ __ __ __ __ __ SINK,FAUCET,ACCESSORIES,AND CASEWORK/FIXTURE BY BARTELL. G CareClinin 5 IL_=_ JLyw_Jly _II- - INSTALLATION WITH BARTELL SEE BARTELL SPEC.FOR REQ'S. w r---------- n ---- ------- ----------- CONNECTIONS BY G.C.VERIFY LOCATION PRIOR TO ROUGH-IN AND N s 109 r L <T 9 DUTCH DOOR-T-WxT-0"x1-3/4"SOLID CORE"DUTCH"DOOR.8" _ 9 05 EXIT 18 101B COORDINATE INSTALLATION WITH BARTELL. 37 SHELF MAY BE REQ'D-VERIFY DETAILS AND HARDWARE WITH DOOR PLUMBING FIXTURE SINK,TOILET,REQ'D ACCESSORIES,ETC.AND 09 I I BE NEN A405 ( SCHEDULE. wo u CAB _ _ _ _ _ _ IT ---� - PLUMBING CONNECTIONS BY G.C.VERIFY SPECIFICATION WITH PROVIDE BLOCKING WITHIN WALL AT FIXTURES AND CASEWORK. 2/S 2/S d/5 2/S 2/S 2/S 15 2/S 2/S 2/S 2/S 2/S �21� _i PLUMBINCiIEQUIPMENT SCHEDULES AND BARTELL SPEC.VERIFY 39 ` A4. SIwANii A2.3 G LOCATION PRIOR TO ROUGH-IN. G.C.TO PROVIDE MICROWAVE WALL CABINET.SEE C21A301 FOR bP o �- - J um -- �- ---m w Im II CASEWORK OR FIXTURE BY G.C. 4O al a � 60 11 �� I Ery > II L _Alm � � � II____� �� lyll IIm o-I II_Iy II A I '13 DETAILS.PL.i FINISH JOIN. ' - u�-tic _ II II II I_ I- '� I - LOCATE DMARK WITHIN THIS ROOM.ALTERNATE LOC'S MUST BE 'G B FIRE SPRINKLER RISER LOCATION.RISER TO BE WITHIN UTILITY AREA 43 APPROVED BY BARTELL. 1 WHEN AT ALL POSSIBLE U.O.N.OR AS REDD BY BUILDING DESIGN OR IIa " 4.0 TIMER CONTROLLED WATER HEATER PER BARTELL SPEC. 4 _ _ _ _ _ _ 4 CODE AND APPROVED BY BARTELL.BARTELL SPACE SHALL BE ON AN 44 RECIRCULATING SYSTEM REQUIRED. JANI OR n lo] I,iml I; I,mI I,mI IB. c- ��ml I,I I, ISOLATED SYSTEM ACTIVATED INDEPENDENTLY OF ANY ADJACENT �_ �- �_ �_ �_ IT_ - PROVIDE BLOCKING AT WALL FIXTURE AND LOCKER LOCATIONS IF J SPACES UNLESS PROHIBITED BY CODE. 47 () I� WATER,GAS SERVICE CONNECTIONS)TO BARTELL SPACE SHALL BE REQ'D BY CODE.ALL BLOCKING SHALL BE CONCEALED WITHIN WALL. IIm II;.: IIm II IIm ICI IImI ICI IIa ICI IIm ICI IImI ICI Ala II IIm II I� CANO Y - LOCATED WITHIN UTILITY AREA WHEN AT ALL POSSIBLE.ALL OTHER PROVIDE MIN WNW"CLEAR FLOOR AREA FOR TELECOMM. L-ti�iJIS�E�10a _ II "> n IImI I" " " " I" " I" " ��ml " I,mI II°'I ABOV EQUIPMENT.NO OTHER G.C.INSTALLED EQUIPMENT OR UTILITIES r H fl �„ 15 LOCATIONS SHALL BE APPROVED BY BARTELL.UTILITY SHUT-OFFIS) I'll 12_I _ II IjI SHALL BE LOCATED TO BE EASILY IDENTIFIABLE AND ACCESSIBLE AND SHALL BE PERMITTED TO EXTEND OVER THIS SPACE BELOW I2'-0" I m�1I q, lit APPROVED BY BARTELL. AFF.REQ'D ACCESS CLEARANCES FOR OTHER USES AND DOOR II IIa; Ii ml JII, fl� mI II IG SWINGS MAY OVERLAP(2)ADJACENT SIDES OF THIS SPACE BY I IQI P IUMN- E STRUCTURAL AIR GAP AROUND COOLER BOX TO BE 3"WHEN POSSIBLE.2"MINIMUM 0yq' �} MAXIMUM 30".A 60x60 ROOM WITH NO OTHER USES MEETS THIS " - IIPi II _ II�Pf�IQVIDE-S''�HIGH (NO RUB _ _ _ _ �'➢ 16 AT FREEZER,1"MINIMUM AT COOLER,OR PER MANUFACTURER'S 5� REQUIREMENT.ALL LOW-VOLT NETWORK CABLING SHALL TERMINATE Q� E x 22 GA. 4 ST. ST°° SPECIFICATION,WHICHEVER IS GREATER. O J a _ ) � WITHIN THIS ROOM-PROVIDE CONDUIT WHEN NECESSARY.PROVIDE II II IIII II p� II IIII II IIII Ia -- 5 lal a .64ES AROUND ALL PHA Ilry'I - 17 WALK-IN NERD FREEZER PACKAGE BYG.C.PER BARTELL CONDUIT THROUGH ALL INSULATED WALLS AND HORIZONTAL J BID -- - Cr 9 IIm _ II I� Im Egl4 ,yl m II'm o / SPECIFICATION.VERIFY REMOTE COOLING REQ'S. J U _ II Irol II�i 6 ES AREA AND AT PHAR Y III_ II _I I Ala II IIm II I I - PATHWAYS FOR ALL LOW-VOLTAGE NETWORK CABLING AS INDICATED y IIII IIII IIII IIII IIII IIII IIII IIII IIII RY, PER BDC_SPEC 12.�'1 IIII IIII IIII IIII IIII IIII IIII IIII EGRESS DOOR WITH POWERED,ALARMED BAR CONTROL LOCK PER ON ELECTRICAL ASSIGNMENT.COORDINATE WITH BARTELL AS REQ'D. A ¶ a ¶ aI P A ¶ A R ¶ A ¶ A n A ¶ OA 'a BARTELL SPECIFICATION.ALL WIRING TO BE CONCEALED WITHIN V/ N PII II II II Ala II E 1 O WALL/FRAME.PROVIDE CONDUIT TO ACCESSIBLE CEILING SPACE FOR PASS-THRU PER BARTELL SPEC.ENSURE WALL FRAMING CAN L 3 RRF�Km ro L IImI II a m —L 2 IllllI m �2 m a Im P 3 LOW-VOLTAGE ALARM CONTACTS,VERIFY WITH BARTELL 53 ACCOMMODATE EQUIPMENT INSTALLATION INCLUDING WALL DEPTH Z � �I 104 1/5 J 1/S J Jf_-0 1 -II=f' �}-[/S 1/5 ILl �I 1/S II' - - - 19 SUB FLOOR TO BE PREPARED TO LEVEL WITHIN I/8"EVERY 10'-0"IN PROVIDE SPACE FOR EXCLUSIVE USE OF TWO(2)DUMPSTERS(1-0YO O O 1j Py UNDERGROUND CONDUIT WITH �p `�J rr J ANY DIRECTION PER BARTELL SPEC. 55 AND 1-3YD)AND COMPOST CONTAINER WHEN CODE REQ'D.SPACE /�/ ,A Q 1 I� 20 P-AM WAINSCOT PER BARTELL SPEC.SEE WALL FINISH PLAID. SHALL BE SECURED AND LOCKING-COORDINATE ACCESS WITH I.f� V' -� KNOCKOUT BOXES PER ASSIGNMENT li WASTE COLLECTION PROVIDER AND BARTELL. L DRAWINGS& BARTELL SPECS. W 1-PAIR DOUBLE-ACTING SWING DOORS E.515 WITHIN S'-0"xT-0'NET r °- - -r I I ALL ROOMS WHICH-H NOT EXTEND TO STRUCTURE WITHIN PLYWOODOR r,� �2 12e -'.I T �2 _�2m 8� n '� OPENING PER BARTELLSPEC.OR 1�31NGLE OPENINGASIDICATEDONFLOOR PL LIDJOINING INSTALED ON T-HOUSEEROO TOALLOWEAS SHALL HESACETBE _�---- - wHr-_____ __ _ ___rL �1 _ �L T1 `-�L_______�,____________________rL�_ 1� i� I 1 DOOR WITHIN 3'-0"x7'-0"NET OPENING AS INDICATED ON FLOOR PLAN. LID INSTALLED ON TOP OF THE ROOM TO ALLOW THE SPACE TO BE � z 5 ` rf I SALES ` L-L J fI 2 SEE DOOR SCHEDULE AND BARTELL SPEC.FOR ADDITIONAL 57 UTILIZED FOR ACCESS AND SHALL BE ACCESSIBLE TO THE BOH ROOM. , O 01 eN•+_ 105 12 I'� HARDWARE REQ'S. PROVIDE ACCESS,RAILINGS,ETC.PER CODE.LOCATE ANY M.E.P.TO //'� z CANO Y VD ETELCT ECOM Q,LLL _ G ABOV 8'-0"PLYWOOD WAINSCOT TO EXTEND FROM TOP OF BASE AROUND REDUCE IMPACT ON STORAGE SPACE WHEN POSSIBLE. _ II _ _ _ ___ _ _ _ _ a ENTIRE PERIMETER OF ROOM EXCEPT ABOVE DOORS OR WHERE PROVIDE 2"x48"STAINLESS STEEL CORNER GUARDS PER BARTELL •^' J 15 105 a3" �zrH2/S 2/9 1rz/S Imo, 2G 19 2/S'' 12z/Sr' Z/S 2/S 7 r 23 WALLS ARE CONCRETE OR MASONRY CONSTRUCTION.SEE WALL SPEC.ON ALL EXPOSED"PUBLIC AREA'CORNERS AND ANY V a "> a 1 IIa Arm FINISH PLAN. 58 ADDITIONAL LOC'S AS INDICATED ON WALL FINISH PLAID.OTHER SIZE Q II I It Na- I�I IIm N. 6'-0"x7'-0"HMOTOR OPERATED,INSULATED OVERHEAD ROLLING MAY BE REQ'D TO INSTALL FROM TOP OF BASE TO 48"AFF OR BELOW\ RZ IIm / 12 v l II 12 a L 2 IIm II L2 lFz 12 1 V I a L2 IIm a Lz IIII�I II 12 IImI II 12 I(I�m COILING SERVICE DOOR IN GALVANIZED STEEL.VERIFY SIZE CHAIR-RAIL OR OTHER TRIMS. w A INDICATED ON PLAN AND SCHEDULE.T4"H DOORS OK TO FIT BLOCK COLUMNS SHALL RECEIVE STAINLESS STEEL WRAP TO F-0"AFF PER if Z MODULE.DOOR TO PROVIDE CHAIN HOIST IN ADDITION TO MOTOR BARTELL SPEC.TOP OF WRAP SHALL HAVE SLIGHTLY CANTED 3/32" O IIm IIm II IIm IIm II �I m II m II m II m II OPERATION.PROVIDE HAND CHAIN CLIP LOCK,ANGLE BOTTOM BAT, INWARD CANTED BRAKE FORM TO WRAP COLUMN SNUGLY.TOP 25 AND SLIDE-BOLT FOR PADLOCK LOCKING ABILITY.DOOR SHALL HAVE LAYER OF SEAM FOLD SHALL BE CANTED SIMILARLY.WRAP SHALL L W ELECTRIC KEYED OPERATION.KEY CONTROLS TO ACCEPT'BEST' S9 FOLLOW COLUMN FORM SNUGLY INCLUDING ANY CHAMFERED Lli a 11 p II 11 r �I TI IF A COMPATIBLE CORE.INSTALL DRIP STRIP OVER OPENING AT EXTERIOR CORNERS.CAULK TOP OF WRAP TO PRESENT SMOOTH FINISHED IIm II IIm II IIm II IIm II I II IIm II IIm II IIm II AS NEEDED.SEE BARTELL SPECIFICATION FOR DETAILS.WHEN DOOR SURFACE.ORIENT SEAM TOWARDS FIXTURES,NOT AISLE SIDE- IuL IllI IL IllI IL II IL Ill /ALL J Ill II IllI IL Ill AIL 11 Iln II II> II II<I n II> II III ri II > II II> II II> II 'r' IS INSTALLED ON UNCONDITIONED INTERIOR UTILITY/GARAGE AREA IT VERIFY WITH FIXTURE PLAN AND BARTELL PRIOR TO INSTALLATION. (n IIm II IIm IIm II - II III, ,11Im II II SHALL NOT BE INSULATED UNLESS REDD BY CODE. FLOOR KNOCKOUTS AND CONDUIT EMBEDDED WITHINSLABTO O = WALK-INS ,o °OR a li Ta l W ----- AT-GRADE LOADING AREA AND OVERHEAD WEATHER PROTECTION 60 CONDUIT IN WALL STUBBED TO ACCESSIBLE CEILING SPACE.SEE II IS l PER BARTELL SPECIFICATION.LOADING DOCK DRIVEWAY SHALL BE A ELECTRICAL PLAN AND BARTELL SPEC.FOR DETAILED REQ'S. 1 4 103 IIm ----uW II um II of IIm �IILa'mr ° - 4 MINIMUM1V-0"WIDE NOT INCLUDING ANY CONCRETE BUMPERS OR 61 COLUMN LOCATION IF REQ'D BY[33]OMIT WHEN NOT REQ'D. O it ifi 92 V ..L m --_ - II �-- m v RETAINING WALLS.PROVIDE I'-0"WIDE x V-0"HIGH CONCRETE CURB 0 60 � _ o-_ J___ __ � _ _ III I 15 6 ON BOTH SIDES OF THE LOADING DRIVEWAY TO PROTECT ADJACENT M_______ IfffITTTs m m y II m m A42 N 2 AREAS.MINIMUM I4'-0"CLEARANCE SHALL BE PROVIDED AT APRON �i N NOTES. .- .- ANDALLACCESS POINTS INCLUDING DOORS)AND OVERHEAD µV µ {I�-�f STRUCTURE(S).MINIMIZE SLOPE.AVOID CROSS SLOPE CONDITIONS Z ti 1. PROVID FIRE EXTIN(]UISHERS�E I.K.C.SECTION 906, MIN, 2-A 10BC Of�16 TT R FOR 1�5 IIIaI 1 WHEN POSSIBLE.SEE BARTELL SPEC.FOR DETAILED SLOPEREQ'S. a�is17 ml WI 3,000 SF�W/ MAX.TRAVEL DISTANCE OF 75FT. (TYP.)ALL BUILDING AREA. .LI ml A CANOPY - SERVICE SINK(3COMPARTMENT,MOP,HAND,OR OTHER AS N Q m II II II II 2 PROVIDE EMERGENCY.EXIT SIGNS-PEP I.B.C.SECTION 1013 (TYP.) II II I� ABOVE.�� INDICATED ON PLAN AND ERR WAINSCOT PER BARTELL SPEC.SINK, PROWS EMERC N yEXIT LIGHTING PER I.B.C.SECTION 104§ INT�FRIOR AD etRIOR AT�1/S f1 t IIIII 27 ACCESSORIES,CONNECTIONS BY G.C.VERIFY EQUIPMENT WITH W N DOOR LAN INGS(TYP� A BARTELL IF NOT SPECIFIED.SEE EQUIPMENT/PLUMBING SCHEDULE(S) L - 4. BUILDI G IS CONDITIONED SPACE PER THE WASHINGTON STATE ENERGY CF�,E. '� _ AND WALL FINISH PLAN. Q N 5. PROVID KNOX BQX AT EXTERIOR FACE OF BUILDING AS RIQECTED BY ARGTON FIREail MANUAL GRILLE/GATE PER BARTELL SPEC.MINIMIZE FLOOR STRIKES _ m 12 12 AND RDINATE ERIFY L ATI N WITH BARTELL VERIFY 60 04---- y@7M `4@7ffi y -- L J ==IImI II C00 N SE 0 Q 0 PARTME T.- --t t- L-- sEAwnu II I� STACKING DEPTH REQ'D BASED ON FINAL GATE CONFIGURATION.ALL N DE _ I I U __ _u;} �Pt6 -a§'t-_-44't rum_ r__ w II LOCKS SHALL BE"BEST'CORE COMPATIBLE.PROVIDE EMERGENCY-- d 14DEOE1 - - ZONE 6n0 � 31 EXIT WHEN REQ'D BY CODE.PROVIDE WALL STRIKE,FLOATING END, 0 IADENI ) Imo) ) ) Imo) T IIIIa lJ POCKET DOOR,AND ALL OTHER ELEMENTS REQ'D FOR COMPLETE \ 15 mNEE Nlov;s L AND FINAL INSTALLATION. N L ---J E _ PROVIDE SECURE PHARMACY PER BARTELL SPEC.AND ANY �T1 2 II�nJl C 32 APPLICABLE PHARMACY CODE REGULATIONIS). ,U{J __# --'emu �vo _ FPhld `L a8/16 a8/16 48/16 Ppw1=R cswER PRAL A4.0 F Q tlu p 1 e�� T a 3 w o� U 3512 13512 13512 n1 O6 L1J L 1 J L1J Pos II F w RN EXIT Fa° 1 _� 06 -,Xyt �2 zox I I ".4-61/84 - 61/ _ w M Y ILEivsLIA=9T/Sb�9T/Sb�9T/Sb�9T/Sb� b�9T/S�9T/Sb-9T/Sb� 4 ON 12 W [if to _ LJIrm 01A 5 5 , cn J 10'- 14'3U 4'-8� 15 - Ld J F H G F 4 C'' �'� A42 �--" W w Aa.1 A4.1 -' A4.1 CANOPY - - SLIDING ENTRANCE EXIT - 0 EXIT DOORS WITH BREAK ,aoc 'cABOVE. -AWAY FFATIIPF1 Z ( ) a. m DASHED LINE INDICATES i OUT.AT LOWER --' W I _____ ________________ =- FUR GLAZING UNIT �ESTIBUL - Y W wQ M I CANOPY ABOVE. TYR. SEE ROOF 1i 1 100 r, U N L U i I PLAN A2.2 -- w ---- 6 a 2,_8„ --------- --- Z Z 0 8" I 2.-8" 30' 8' 4" .-O' 8' 0' 22' 9' 1'-3' a Q I 33' 8" 33.-9•• 4' 7" 6. 8' 1' 4" 14' 0" 8„ 'm ODf�h a a J J Q m - 72'-0„ 29,_4„ 2'-0 CL ----- ------------- - ------ sheet 10 - r F N A C D E A4.3 4.3 F FLOOR PLAN KEYNOTES ®= KEYNOTE O A2.0 1 ca 8"=1'-0" /� L"I_ A C D F GENERAL REFLECTED CEILING PLAN NOTES: STEEL STDD COMPRESSION POST AS REQUIRED BY 1. THIS DRAWING INDICATES CEILING GRID LAYOUT, LOCATION OF DIFFERENT BUILDING OFFICIAL ONE HOUR RATED GWB NOTE:CROSSHATCH OVER ROOMS WITH GWB CEILING INDICATE CEILING AREAS AND LIGHTING FIXTURE LOCATIONS,BUT IS OTHERWISE c�`> CEILING AT+/- 13'-5". 2� PLYw00D DECK ABOVE FOR SERVICE ACCESS. SEE STRUCTURAL. SCHEMATIC: IT INDICATES DESIGN INTENT TO AID THE BIDDER-DESIGN V� SEE SECTION T/A4.5 CONTRACTORS IN THE DESIGN OF ALL MECHANICAL,SPRINKLER& DRAWINGS ELECTRICAL BY CEILING BARTEL DRUGS,BOUND AT THE BACKSEE OF THIS SET,REFERENCE FOR k5'v �{12 HANGER WIRE TYP. 1 1 ADDITIONAL INFORMATION&COORDINATION,AND BDC REF. DRWG.A-104 ESPECIALLY, FOR LIGHT FIXTURE SCHEDULE,HT.S AT B.O. OF HEADERS, or AND ADDITIONAL SPECIFIC REFLECTED CEILING REQUIREMENTS, DETAIL AND INFORMATION. ° w 2. SEE REFLECTED CEILING PLAN A2.1 FOR CEILING HEIGHTS ACT AT 9'-6"A.F.F. 7E3. PROVIDE EXIT SIGNAGE&ILLUMINATION PER GENERAL NOTE ASO PROVIDE SECURITY BARS/MESH AT HVAC ROOF PENETRATIONS,AS �`"0 REQUIRED PER BDC SPEC 13.A 17 o LE 5. SUBMIT SHOP DRAWINGS OF ALL SUPPLIED EQUIPMENT, DEVICES,SYSTEMS &LAYOUTS FOR BDC APPROVAL PRIOR TO ORDERING/INSTALLATION._��'� -- 6. FOR QUESTIONS SPECIFIC TO INTERIOR EQUIPMENT AND LAYOUT, DIRECTPHARMACY GRILLE TRACK RFIs AND CLARIFICATIONS TO BARTELL DRUGCOMPANY BOB EDWARDSGWB AT 9'-0' A.F.F.W/PLYWOOD LID "- 'EXIT (206) 767 1182.7. PROVIDE AUTOMATIC CONTROLS TO SHUT OFF LIGHTING DURING ° TIGHT LOOP THROUGHABOVE.SEE C_STRUCTURAL FT -Tr 'UNOCCUPIED HOURS. AT ROOMS 102,104,106,107,108,109,112& 114, °° HANGER HOLE&THREE '1 PROVIDE OCCUPANCY SENSORS FOR ACTIVATING SHUT OFF CONTROLS. N 1'!- --T' AT OTHER ROOMS, PROVIDE AUTOMATIC CONTROLS AS REQ'D BY WA STATE TIGHT TURNS WITHIN 3" TO+ ENERGY CODE SECTION C405.2.1 o ( ) P TO BOTTOM) o OM GWB SOFFIT AT 9'-0"A.F.F. °° n o v, y rQATE TRACK --. "! f ACT SOFFIT AT 10' 0' A.F.F. " OPEN TO TRUCTURE ABOVEJ 1a r °°°° c o o GWB HEADER AT 9' 0' A.F.F. ,a o CROSS TEE MAIN CEILING°°° L oa o! .;E or oa or \or o' ' o°° PER ASTM C635-6 BEAM PER ASTM C635-6 = ACT AT 9' 0'AFF. 090 re T CEILING INSTALLATION REQUIREMENTS GWB AT 9'-0"A.F.F. UTURE AREA Si -- - - W PLYWOOD LID.SEE UNDER EP E PERM _ a aLL / �o •SUSPENDED CEILINGS SHALL BE BRACED AGAINST LATERAL MOVEMENT DUE TO EARTHQUAKE PER ASTM C636. IN THE STRUCTURAL .. ..... r _1 t __ Fr-h _ _ Fr_-_�l_ __fr_F f-r-____I -i r �r-_-_�l ___ fr_-_F__ ABSENCE OF AN ENGINEERED DESIGN THE FOLLOWING BRACING SYSTEM WILL BE REQUIRED. FOUR NO. 12 GA STEEL WIRES ,uiexracF -----.-._4r-----:a---- DARK DASH INDICATES e" G'tltB�SOFFIT AT 9' 0 AEF -Q4"r a SHALL BE ATTACHED TO A MAIN RUNNER WITHIN 2 INCHES OF A CROSS RUNNER. THE WIRES SHALL BE SPLAYED 90 N DEGREES TO EACH OTHER AND RUN UP TO STRUCTURE ABOVE AT AN ANGLE NOT TO EXCEED 45 DEGREES FROM THE FULL HEIGHT WALLS TO a ra.-- - - --- -- STRUCTURE ABOVE 0 I^ u' i h HORIZONTAL. A COMPRESSION STRUT SHALL EXTEND FROM THE MAIN RUNNER AT THE ATTACHMENT OF THE WIRES VERTICALLY AND BE ATTACHED TO THE STRUCTURE ABOVE AS REQUIRED BY BUILDING OFFICAL. SUCH BRACING SYSTEMS GWB AT 9'-0"A.F.F. _ _. u u n SHALL BE PROVIDED AT A SPACING NOT TO EXCEED 12 FEET IN BOTH DIRECTIONS. BEGINNING AT A POINT NOT TO EXCEED o-- u: : -ii n NOTE: ELECTRICAL LIGHTING DESIGN TO BE DEFERRED SUBMITTAL UNDER 6 FEET FROM WALLS.VERTICAL AND PERIMETER HANGERS INSTALLED PER ASTM C636 AND MANUFACTURERS REQUIREMENTS. SEPARATE PERMIT. SOME LIGHTING LIGHTING FIXTURES WHICH WEIGH LESS THAN 56 POUNDS SHALL BE ATTACHED TO THE CEILING GRID SYSTEM AND TO GWB AT 9'-0"A.F.F. e:, _ �.� NOT SHOWN DUE TO DESIGN BUILDING STRUCTURE BY AT LEAST 2 NO. 12 GAGE WIRES. LIGHT FIXTURES WHICH WEIGH 56 POUNDS OR MORE SHALL BE W/PLYWOOD LID - PROCESS. ACTUAL LIGHTING WILL SUSPENDED FROM THE STRUCTURE INDEPENDENT OF THE CEILING GRID,AND AN ENGINEERING DESIGN SHALL BE SUBMITTED ABOVE -� BE SUBMITTED WITH ELECTRICAL TO SUBSTANTIATE THE SUSPENSION SYSTEM. MECHANICAL EQUIPMENT SHALL BE SUPPORTED INDEPENDENT OF THE CEILING PERMIT. SUSPENSION SYSTEM. •MINIMUM 2" WIDE WALL MOLDING Z •GRID MUST BE ATTACHED TO TWO ADJACENT WALLS - OPPOSITE WALL MUST HAVE A 3/4" CLEARANCE. e •ENDS OF MAIN BEAMS AND CROSS TEES MUST BE TIED TOGETHER TO PREVENT THEIR SPREADING. O J OPEN TO STRUCTURE ABOVE �. li �. •PERIMETER SUPPORT WIRES MUST BE WITHIN 8" OF CEILING EDGE. J F -- -- - •PROVIDE MANUFACTURERS HEAVY DUTY GRID SYSTEM. _._.____.__________-_..___-__-.__---..-.- - Jl..-.---..-__._---_..___--.___.__---__ __..-.-_.____- � CEILING AREAS OVER 1,000 SF MUST HAVE HORIZONTAL RESTRAINT WIRE OR RIGID BRACING. i •CEILING AREAS OVER 2,500 SF MUST HAVE MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITIONS. M CEILINGS WITHOUT RIGID BRACING MUST HAVE 2" OVERSIZED TRIM RINGS FOR SPRINKLERS AND OTHER PENETRATIONS. Z L GV •CHANGES IN CEILING PLANE MUST HAVE POSITIVE BRACING. N o -� �� L� _�L� _ •CABLE TRAYS AND ELECTRICAL CONDUITS MUST BE INDEPENDENTLY SUPPORTED AND BRACED. � 00 •SUSPENDEDED CEILING WILL BE SUBJECT TO SPECIAL INSPECTION AS REQUIRED BY LOCAL BUILDING OFFICIAL. Q •IF CEILING SYSTEM TO BE INSTALLED IS NOT AS SPECIFIED ABOVE, CONTRACTOR SHALL SUBMIT ALTERNATIVE MATERIAL o LIGHT DASH INDICATES SEISMIC AND METHODS AS DESCRIBED IN I.B.C. SECTION 104.11 TO LOCAL BUILDING OFFICIAL. LL EXPANSION JOINT LOCATION. Q > Z AREAS OVER 2,500 S.F.TO BE SEISMIC BRACE AT SUSPENDED CEILING p I _.. _ _. _ �._. PROVIDED WITH JOINTS.SEE 9 1 20/A2.1 (TYR OF 4 LOCATIONS) Scale: N.T.S. ��//�� OPEN TO STRUCTURE ABOVE F11 L� y� ` Z_ �l Of ---------------------- ---- ---------- �- --------------------------------------- w GWB HEADER AT 8'-3"A.F.F. I" W _._ �.... _. � AT SALES FLOOR AREA WALL EDGE_. ACT CEILING AT 12'-6' A.F.F. °`° _j ^ W ¢O �.r � MOLDING ° h° 1j) uj Cu ¢a CD _ STABILIZER BAR SYSTEM TO KEEP CD 4 PERIMETER COMPONENTS FROM C\1 SPREADING APART® UNATTACHED ` co WALLS ONLY Q ^ N r-..I. �....... �. Z. ' 0 z - Q m --------- - -.- 'o n r�'-HT..-.---r ir- iP. zsr•---'H=-�-__-fFs__ 2" °` CROSS TEE ILI N L. _j � ! PER ASTM C635-6 - rn - T- _ 9 SUSP. CEILING BRACE a ERIMETER 0 14 va Scale: N.T.S. J � N m (31 OPEN TO STRUCTURE ABOVE -.p4= r--- -for.- - -T -- -- --- - 12 PERIMETER HANGER Ld ~ f F 3 -� L �- GRID STARTING POINT WIRE ANCHORED TO 4-WAY SEISMIC EXPANSION JOINT Q - w III \III 1 \I IF HANGER WIRE IS OUT i STRUCTURE ABOVE® EACH U Lj t .EXIT Q"' OF PLUMB GREATER THAN 1:6 MAIN BEAM OR CROSS TEE CLIP (HATCHED) N Q - - COUNTER SPLAY PER ASTM C636 s STABILIZER BAR SYSTEM TO WT. W rn 21 KEEP PERIMETER Z J 5 5 COMPONENTS FROM ONE SIDE OF SLICE CAP CRIMPED Q 2 SPREADING APART O TO ALLOW MOVEMENT ONLY ON J J UNATTACHED WALLS ONLY OPPOSITE END CL W F N ® XIT MAX. 8" w Z TIGHT LOOP THROUGH - EXIT CANOPY a LIGHTS,TYR.\ HANGER HOLE&THREE 0EnCC 7 WALL WHICH TIGHT TURNS WITHIN 3" FASTENER Z G I =- EXPOSED TO UNDERSIDE CEILING GRID C636 OF WOOD PENETRATES (TOP TO BOTTOM) PER ASTM �o- MAIN TEE W Q M i ROOF ABOVE-28'+ J MAIN BEAM OR CROSS TEE U u! i 21 WALL EDGE CEILING GRID w U w o+ --------------- 6 MOLDING MIN. 3/4"® U Z W' Q t 2t 2 UN-ATTACHED WALLS CROSS TEE TEE-FACE SLEEVE ,/ J WALL SCONCE FIXTURES AROUND MIN. 2' Q Q m f ENTRY 1"GAP BETWEEN FIELD CUT MAIN J Q 2 north TEE U sheet r S U FIXTURES AROUND INSIDE P/DOWN WALL SCONCE w o E PERIMETER OF VESTIBULE F J r 16 REFLECTED CEILING PLAN 19 EDGE TRACK AT SUSP. CEILING 20 EXPANSION JOINT w A2. Scale: 1/8"=1'-0" Scale: 3'=1'-0" Scale: 3'=1'-0" Of CONTINUOUS BEVEL SIDING A C D F & FOAM WEDGE OVER COPING HOOK JT. (IF REQ'D) SEE DETAIL 4 A2.2 FOR 1214" 10'-0" 5'-0 3/4"CDX PLYWD. w CONT. BEAD SEALANT / / BALANCE OF CORNICE 1/2"DIA. LAG BOLT AT UNDER NOTES 1'-8" 6' 8° 1'_8" 24 O.C. (COUNTERSINK HEAD)TYR. P.T.TOP PLATE FASTENERS w/NEOPRENE WASHERS NOPY GUTi TOP WAL 4 -� TERMINATE SINGLE PLY 4 4 ROOFING COLOR-MATCHED CONT. BED OF COMPATIBLE o FASTENERS ROOF MASTIC UNDER 10 COPING 10 U a P.T. W.R.GRACE ICE&WATERSHIELD ROOF ACCESS HATCH WITH }< "i BLOCK'G TOP 2 BLOCK COURSES TO LADDER BELOW. SEE ao n BE SMOOTH FACE,COLOR FLASH'G 4"ABOVE AND BELOW 14 A2.2 5/8"DIA. SIMPSON TITEN HD TO MATCH BLOCK BELOW STUCCO JOINT CONTINUOUS. SCREW ANCHOR®32"O.C. CONT. BACKER ROD&SEALANT '-8"VERIFY (COUNTERSINK HEAD)TYP. STUCCO SYSTEM OR THIN 14 MIN.24 GA. PREFIN. MTL.COPING, ROOFING UP BACKSIDE OF BRICK SYSTEM APPROXIMATE LOCATION OF HOOKED AT BOT. INTO CONT. GALV. _ PARAPET&OVER TOP OF _ MECHANICAL UNIT. SEE A2'2 j CLEAT SIDING MECHANICAL DRAWINGS CONT. BACKER ROD&SEALANT - TYP. 29 OF 2 A2.2 I 0 0 I I c r V ROOF COPING 5 ROOF COPING AT STUCCO CULT.STONE SIM.) Scale: 1 1 2"=1'-0" Scale: 1 1 2"=1'-0" I I / / OVERFLOW ROOF DRAIN LINES ___ - - TO RUN TIGHT TO UNDERSIDE CONTINUOUS BEVEL SIDING COPING HOOK JT. (IF REQ'D) OF STRUCTURE TO BRONZE w� COWS TONGUE THAT &FOAM WEDGE OVER w/CONT. BEAD SEALANT w D. UNDER DAYLIGHT ON EAST FACE OF 3/4"CDX PLYWN BUILDING.SEE EXTERIOR P.T.TOP PLATE WALL ELEVATIONS FOR LOCATIONS. - _--_-_------ - TOP WAL 4 4 2 2 p 4 - a- ROOF DRAIN LINES TO RUN -� TIGHT TO UNDERSIDE OF COLOR-MATC ED STRUCTURE.TIGHLINE PER NOTE: SLOPE ROOF MIN.1/4"/FT. (TYPICAL). SAFETY POST, FASTENERS CIVIL. SEE STRUCTURAL DRAWINGS FOR ROOF r PER CODE - ELEVATIONS. ROOFING CONTRACTOR TO / 10 PROVIDE CRICKETS AT ALL MECH UNITS AND \ 8'-0" AREAS NEEDED TO ASSURE I a FT.SLOPE PROVIDE FLASH'GS, BLOCK'G O �•/ L/ 4.-O.,x 4.-O., PRE-PRIMED MTL. ROOF ROOF'G TERMINATION, MASTIC&SEALANT HATCH w/BUILT-IN ` J J '0 FOR V COUNTERFLASH'G- PAINT AS ASS REQEORTIGHT SEAL - I I a RIDGE SEE DETAIL 4/A2.2 FOR L N 3 3 SCHEDULED NOTES BALANCECORNICE NOTES O 00 r^ Q APPROXIMATE LOCATION OF - ROOF COPING z o MECHANICAL UNITS. SEE j 1 MECHANICAL DRAWINGS. < "0 Scale: 1 1/2"=1'-0" �`` SUN SHADE BELOW. - ^ z SEE SECTION L A4.2. _ SEALANT AND BACKER ROD AT PERIMETER OF J ROUGH OPENING N.T.S. PLAN DIM. r•w, Q / - PLAN DIM. ( ) FLANGE V L_ � ZURN "Z-199"POLISHED ROOF STRUCTURE, PER NICKEL BRONZE BODY STRUCTURAL - OVERFLOW OUTLET,OR L1J OVERFLOW APPROVED EQUAL. Q O Z STL. LADDER,PER OSHA, I__ SOLIDLY ANCHORED TO DRAIN LINE. L W \ WALL FURRING&ROOF SEE ^ Lu DRAWINGS STRUCTURE MECHANICAL LL DRAWI °' CMU � "y� f PER WALL w 0/ STRUCTURA PROVIDE V CEDAR FRAMEAME AROUND O 1'-0"DEEP WASHED PEA N GRAVEL AT BASE OF EACH Q Co OVERFLOW DRAIN N LOCAL INS. (TYP.OF TWO Z. L J o LOCATIONS) ff1 FINISH FLOOR LEVEL u� Q a N d r N L3 N / 4 ROOF ACCESS HATCH W/ LADDER 1 OVERFLO DRAIN OUTLET f0 ENTRY VESTIBULE ROOF DRAINS \ - Scale: 1 1/2"-1'-0" "� Scale: 1 1/2"-1'-0" urnl N N S TO RUN TIGHT TO VESTIBULE ul WALL AMING TO SPLASH BLOCK - m LOCATED MAIN ROOF. ROOFING OVER SECURE OVERSIZED FLAT OVERFLOW DRAIN BEYOND m _� RIGID INSULATION PLATE TO TOP TO PREVENT (MIN. 2"ABOVE DRAIN) F 3 - CONTINUOUS GU AT LOW SIDE o 1'-6"SQ. ENTRANCE OF DRIVING RAIN _i OF ENTRY VESTIBULE-_F __ -- 6p ALTERNATE: f� Itl RUN ROOFING INTO DRAIN OVERFLOW DRAIN [] r_ N N F--- - ROOF DRAIN MAY BE PLACED N Q FACE OF WALL BELOW VESTIBULE ROOF I - INTO SUMP OF MAIN LL DRAIN IF PROVIDED W W to w/A 2'h COLLAR J I i IOOOO �� SURROUND m I I N T N1 W W I I I N " 12'-0" 12'-0" ROUTE OVERFLOW LEADER AS Q I WRAP ALL STL.THRU- NOTED ON ROOF PLAN SHEET W BOLTS w/ INSULATION \ A2.2.AND 15/A2.2. W W p I ------- TO PREVENT Q U J in o f - J CONDENSATION Y �+ CANOPY GUTTER BELOW 8'�0" 6 .. Z �' J -4 9'-8" 16'-0" 1'-4'• DRAIN LEADER - 5 OUTLINE OF UPPER HIGH ROOF AT ENTRY I I o NOTE: ALL ROOF AND OVERFLOW DRAINS, LEADERS AND ROUTE TO STORM Z Q D VESTIBULE. L_ _ ________ _______________ __J .�I DOWNSPOUTS TO BE SIZED BY MECHANICAL CONTRACTOR SYSTEM PER DRAWINGS Q J Q m CANOPY HANGER ROD TYP. -8 -8 TO CONFORM WITH LOCAL CODE REQUIREMENTS AND J (TYP.) � INTERNATIONAL PLUMBING CODE OVERFLOW DRAIN AND INSULATE TOP 3' W sheet r 29'-4" LEADER SIZES TO MEET OR EXCEED THOSE OF ROOF OF PIPE BELOW DRAINS AND LEADERS. ROOF DECK. L.L ROOF PLAN(::A B C D E F ROOF DRAIN DETAIL p A2.2 16 Scale: 1/8"=1'-0" 19 Scale: 1 1/2"=1'-0" of A C D F 6•_4" 26'_7" - 3'- ' 8'_2" 25'_7" 1 10 0 1 5 -- 1---1---1-1- -_- ---' 117 Li SPRINK. i---y, _---_---y---y- --- O ------ 48/19 48/19 48/-- 48--9_, -1 RISER - ---==-- --- --- ---y=-== - - ------ ------- N ' r -1 ROOF ACCESS LADDER RM. i _ ACCESSED FROM TOP OF LID 0 O C f,{-C� OVER COUNSEL ROOM D112. RAWINGS O FillerIt— SEE STRUCTURAL DRAWINGS 1 _ FOR FOR LID CONSTRUCTION. Elf 1 41`,fir, -1 F__- 11 Y SEE ROOF PLAN A2.2 FOR ACCESS HATCH LOCATION. 311 1 1 w PHARMACYLE T ii COUNTER DOOR PER BA � 1 I I I a STORAGE ' GRILLE STACKING SPACE. '�---a � ,• •� TO CORNER ____+r+_____ -�,i�" ran RTELL ' `� , 1 f r-"�,1 SEE 13/A2.3 FOR - L, r------ 1 13 o DRAWINGS �,F--- it 1 ---- MARKING TABLE -T-T-T-rtt, DETAILS. EXIT 1 OOUNS, L ) ___, 9 TC - i CORNELL VISIONGLIDE SLIDING '� 1 2 GRILLE WITH POCKET DOOR FOR - - w GRILLE STACKING SPACE.VERIFY FLOOR STRIKES W/BDC PRIOR TO �I 1-LE_4O�J 5r_I^ 5• I^ PROCUREMENT&ROUGH IN. (nc)= y 11 --- --- " L----------' a aLL --- _i ' 1 I I I 4 r ---1-- i==--=_ a ____ — M 5 6'_2" L 7 • J J __ t -- .� -- yi_______y r- 12'-4" MIN. I— — — �-—2— — — — — —i i— Ir-r — —5,i � i — — — — — — 11' 1v' '1 48/19 48/19 48/19 48/19 148/19 1 48/19 48/19 48/19 -, CoreChni �lI 1, _______ _______ _______ -===f=======f=======f=======f=======1=======f=======f==== J n lt, LL 1 --------------��- - -------r' ---_--1- ______________ ------------------ NOTE:NOTE: LIGHT DASHED LINES —XI V/ M 1r- JFUTURE BARTELL DRUG SIGNAGE E X I T Z L (V REPRESENT BARTELL FURNISHINGS GV ABOVE. UNDER SEPARATE PERMIT. ig nz.a AND CABINETRY.SEE BARTELL _ ASSIGNMENT DRAWINGS FOR MORE 0 M INFORMATION. _j 4j Q - /S81 - S8 88/S8 8z/S8 a > z 2 „ „ „ „ o 1 1 az.a g I I I �� :I co --- �u z ^J �,( 10 A A ",\.' 2"x4"BACKSPIASH _^ S '`-, - i 171 i,p, 1 i QI 1 1%3"BACKSPLASH 0 _H �^^'d`` 1-6 - - - - DIAGONAL SUPPORT Q W L ii� i,A JOG FURRING - 1 c 1co 1 1 1 2"x4"SUPPORTS TYP. (BELOW) /�/ uj AROUND ROOF — "V "V "V -I LIB 0 � 1/2"PLYWOOD SURFACE _ DRAINS AND c 1•_1• ,� ,i i,� ii 1i�1 4"x4"LEGS TYP. (BELOW) W IOVERFLOW I�I T 1 az.4 DRAINS JAIV OR O 5 4 0 4"x4"LEG TYP. __ W RUNNING 8 a2.a- iµ� iµ� i+� 6' 0" DOWN WALL. 1 7 0 7 i i� „� 1 i '1 "' 1/2"PLYWOOD TABLE SURFACE — — "\ "\' "\ TOP SECTION ABOVE SHELF 2"x4"SUPPORT TYP. O \ LV Cu 1i�1 �I �' ^` Z g' j�'� 1"x3"BACKSPLASH L � I -11 6 o I� O 5 a2.a 3 �� 1 i co 1 2�-6" 1_J `� (V i 11 it 4 "� 1 "� i� 1/2"PLYWOOD WITH LAMINATE TOP o F.D. 10 GV II 1-10" O 1 '1 2"x4"BACKSPLASH o 1. 6„ Q� O ' M }f I -H r'� �', r� FJ=' 1-V4 {�, 2"x4"SUPPORTS TYP. o Z F.D.I 11 Di"i A L7, 11e ' 1 1 1 2"PLYWOOD SURFACE j --- --- -------� N Q m Co„ � 0 1 / 4"x4"LEG TYR. 1 L— 6 i Se 6 i/8 ti I �.H�l��-1 W 10 i,01 i,[P 1iQ11 S N i i 2"x4"DIAGONAL SUPPORT SIDE APPROACH Q t9 TO SINKii� i,� 1i�1 - Q 1 u 2"x4"SUPPORTS TYR. Co11 ° . . I o N 2 �" MARKING TABLE FRONT SIDE ENLARGED UTILITY ROOM PLAN- - -A2.a- -�-1 1 15 13 Scale:1/2"=1'-0" Scale 1/4"-1'-0" ul N N -- � � �11 iiCO �1CC 1��1 UNDERSIDE OF METAL 2 ROWS #10-14 x 3/4" UNDERSIDE OF METAL m 3 "\ "\ "\ ROOF DECK WITH RIGID SELF TAPPING SCREWS @ ROOF DECK WITH RIGID Q +, Q� 117 11QT 1 INSULATION & BUILT UP 12" O.C. INSULATION & BUILT UP F 3 104 - 1 1 1 1 1 ROOFING ROOFING [� w � ((TT 1,l i C-O __ 1 4- J W W 1n J J F 13 W _ W N COMPENSATION NECOMPENSATION CHA NEL 16 GA. 3 5/8" OR 6" _ wF 16 GA. 3 5/8" OR 6" 2"F—] 2 3/4"LONG TRACK PIN •• En CC --------- ---- J 3/4"LONG TRACK PIN - (.140 DIA.) @ 24" O.C. l L I (.140 DIA.) @ 24" O.C. _ w SECURE TOP RUNNER TO 16 GA. x 18" WIDE x CONT. x - SECURE TOP RUNNER TO Z W T a cn 1 l x STUDS ONLY - ALLOW (BTWN. JSTS.) W/ - STUDS ONLY- ALLOW 1) rn ALLOW FOR 1" DEFLECTION COMP. CHANNEL TO MOVE I # 4/ _ COMP. CHANNEL TO MOVE Q U w \ \. BTWN. STUDS &G.W.B. SELF ROWS SCREWS \ BTWN. STUDS& G.W.B. Z �, Q _ ELECTRI �� — ® 1z'o.c. Q T , , ,— , , ELEGO M 11 l- ALLOW FOR 1" DEFLECTION o J Q WALL TYPES PER PLAN x WALL TYPES PER PLAN � LLI r 1 DJ ,-Y " ,,- o sheet - I'Co A2.3 6 ENLARGED FIRST FLOOR PHARMACY AREA PLAN n TOP OF FULL HEIGHT WALL (PERP. TO DECK) n TOP OF FULL HEIGHT WALL (PARR. TO DECK) Z Scale 1/4"=1'-0" L Scale: 3"-1'-0" Scale: 3"=1'-0" W 19 20 A2.4 A2.4 i 2., 2,_4., 3,_0., 8 8 2 I 1 4 0 1 3 LLEW 2 1 1 2 a N2kZ 2,-6" 3'-0' L 4 F lo UTILITY 102 WEST 2 BREAK 104 NORTH 3 UNISEX 106 EAST 4 UNISEX 106 SOUTH rJ UNISEX 106 WEST 6 UNISEX 106 NORTH 7 JANITOR 107 NORTH $ JANITOR 107 EAST 9 UNISEX 108 EAST 10 UNISEX 108 I SOUTH UNISEX F 1081 WEST Q A4.5 - i El o rV 5 3 _ 9 8 4 - _ 12 UNISEX 10a I NORTH 17 PHARMACY ENTRY 111 NORTH R A4.5 OJ `\\ 1 \ Q It 1a) \ y/ z O / , / , , , , , , , , A �\ / \ � - z \ 1 Q w 18 SALES 101 WEST Q O Z L Lj a- � _ J 3'-6" NOTE: PROVIDE BLOCKING AT ALL O w 11 11 8 2 6 7 19 19 1 1 3'-4" y CIO WALLS TO RECEIVE CABINETS. ^^`` 4 5 W H _ COORDINATE WITH CABINET 3 9 _i MANUFACTURER. (TYP.) � p - o 1358" 81' _ m m, M�� M � �� z ti N _ PLASTIC LAMINATE UPPER SHELF. ALL INTERIOR SURFACES SURFACES TO BE UJ Q LAVATOR MLAVATORY TRASH PAPERI PAPER TOILET SAN, NAPKIN AUTO HAND DUAL LEVEL BABY CHANGING n TOILET SEAT 14 6 2 PLASTIC LAMINATE UPPER CABINET. / FINISHED W WHITE COUNTER MIRROR TOWEL TOWEL PAPER DISPOSAL DRYER DRINKING FOUNTAIN STATION INTERIOR SURFACES TO BE WHITE W N DISPENSER DISPENSER DISPENSER MELAMINE MELAMINE. - N - MAX. MOUNTING HT.S TO OPERABLE PARTS OF FIXTURES= 40"A.F.F. -TYPICAL,U.N.O.&AS OTHERWISE ALLOWED BY REFERENCED CODES - _ m Q 0 COORDINATE DEDICATED ELECTRICAL U ro INTERIOR ELEVATION KEYNOTES OUTLET AT EACH MICRO SHELF. �i 4"HIGH KUBBLK BASt ®POCKET DOOR FOR STACKING OF ROLLING PHARMACY GRILLE 1a PLASTIC LAMINATE MICROWAVE 4"WIRE PULL (TYP.) Q SHELF N 02 TOILET PAPER DISPENSER - BOBRICK #13-2840 ®OPENING PER PLAN �3 SOAP DISH - BOBRICK#B-7680 ®FUTURE SIGNAGE UNDER SEPARATE PERMIT ul ®SOAP DISPENSER - BOBRICK#B-4112 ©DOOR BEYOND PLASTIC LAMINATE BACKSPLASH FAUCET PER BDC SPEC N F 3 05 SEAT COVER DISPENSER- BOBRICK#8-221 ®WALL FIXTURES PER SEPARATE PERMIT 2'_1" PLASTIC LAMINATE COUNTER ©SANITARY NAPKIN DISPOSAL- BOBRICK #B-254 ®FREEZER/COOLER DOORS PER BARTELL SPEC. J TOP W/4° BACKSPLASH 'U U w �7 AUTOMATIC HAND DRYER - DYSON AIRBLADE#AB12 WHITE ®WALL MOUNTED HAND SINK PER BDC (ELKAY EHS-18SSX) Q ®RECESSED PAPER TOWEL DISPENSER - BOBRICK#B-3944 3�THREE COMPARTMENT SINK WITH DRAIN BOARD(ELKAY 3C10X14-R/L-12X). 2-1 PLASTIC LAMINATE COUNTER 0 L11 hJ ILL! to 9 1-1/2"DIA. STAINLESS STEEL GRAB BARS ®UTILITY SINK PER BDC SPEC. _ TOP ON VERTICAL CABINET 0 10 BAKED ENAMEL PARTITION,FLR.-MTD./0'HD.-BRACED ®CERAMIC TILE WAINSCOT.TOP AT 58"A.F.F. SEE BDC SPEC. FALSE DRAWER FRONT J F 11 MIRROR- BOBRICK#B-1830 ®STAINLESS STEEL SPECIMEN PASS-THRU.AJW#U905 DRAWER S.S. SINK PER W N WALL MOUNT LAVATORY- KOHLER#K-2005 ®PAPER TOWEL DISPENSER - BOBRICK#B-4262 1�PROVIDE BLACK INSULATION JACKET AT EXPOSED SUPPLY/DRAIN LINES. (a FAUCET W/HOSE AND PAIL HOOK PER BDC SPEC. BDC SPEC. 1� 4"WIRE PULL (TYP.) Z w F 0 CC v 14 TOILET- KOHLER ELONGATED HIGHLINE#K-3519 _ L `� I Q URINAL- KOHLER DEXTER#K-5016-ET NOTE: ALL FIXTURE HEIGHTS AND CLEARANCES 1®SHEEf VINYL FLOORING/BASE COVED 7" TO COMPLY WITH I.B.C. CHAPTER 11 & ICC/ANSI PLASTIC LAMINATE - PLASTIC LAMINATE Q W p 1�FRP TO 8'-0"AEF N BASE CABINET W/ 1 N BASE CABINET ADJUSTABLE SHELF W U U Y 18 GAB- PAINT,COLOR Pi 19 ACCESSIBLE DRINKING FOUNTAIN - HALSEY TAYLOR#HACBBLFS-Q-ADAm BASE PER SCHEDULE J ®NOT USED W J Q m KOALA KARE BABY CHANGING STATION - #KB100-00, CREME _ BASE PER FINISH SCHEDULE ®3/4°PLYWOOD SHELF WITH WHITE MELAMINE ON K&V#766 SHELF SUPPORT WITH QV#600 ROD. O Sheet r ®NOT USED 16 INTERIOR ELEVATIONS n BASE CAB. W/ DRAWER SHELF. UPPER W/ IrfICRO n BASE CAB. W/ SINK, UPPER CABINET Z AZ.4 Scale: 1/4'_0" Scale: 1"=1'-0' Scale: 1"=1'-0' FF- T F iweaesTa EaaircunrwsrsrEu.�-1F------------T F--�l II sEEGVaxcscxEUuu= II II II 40" °= 36" 36 36" 36 36" 60" 72" IL ------------ 168 SEE SCHEDULE FOR OPENING SIZE $ F - 11 Eln - r 4" z w j 72" NING j III 8.. MLY 8.. w II II I I II �� II I <:x'PANaNGT" I II * PROVIDE 4" HEAD AT 0 0 aw II EXTERIOR DOORS IN CMU esxal is � �� li II i� Ili WALLS. O 1' II II a O�Q II I I II p II 1 II o Li m F- IL_-� L U IJ A B C D E F H sEGE�EGs aMGNwNE G J N 0 SOLID CORE SOLID CORE HOLLOW DUTCH SOLID CORE ELIASON SLIDING OVERHEAD STOREFRONT ENTRY WITH HOLLOW HOLLOW WOOD WOOD METAL WOOD SWING ACCORDIAN COILING INSULATED SAFETY GLASS METAL METAL _ w/VENT GRILLE w/JAMB OPENING DOOR TYPES FRAME TYPES DOOR TYPES & NOTES 6 Scale: 1/4"V-0" 00 WOOD BUCK WALL PER PLAN H.M. DOOR "' FRAME - (TYP.) 3 SILENCERS STRIKE SIDE DOOR SCHEDULE ROOM FINISH SCHEDULE NO. : ROOM FLOOR BASE WALLS WAINSCOT CEILING NOTES DOOR INFO FRAME INFO. 100 VESTIBULE CPT2 8"WOOD-P7 P1 NONE BLDG STD '8 O NO. LOCATION OPENING TYPE MATERIAL FINISH COLOR GLASS TYPE TYPE 1 2 SIZE MATERIAL FINISH REMARKS 101 _SALES FLOOR LVT7 C8.1 P7 NONE TACT 1,2,4,5,6,11 i FACTORY (COLUMNS WA NONE _PI STAINLESS IAA 5,11 0 100B VESTIBULE SINGLE W-0'x T-0' J ALUM ANOD BRONZE TEMP -[16] PAINT ANOD 1,4,7,10,11,14 - O Z U FACTORY COOLER WALL WA 8"WOOD P7 PI NONE WA 7,8 n 100C VESTIBULE DOUBLE 1Z-0"x T-0" J ALUM ANOD BRONZE TEMP •[16] PAINT ANOD 1,4,7,10,11,14 102 UTURY SEALED CONCRETE CBA _PI TRIP ISTRUCTURE 14. a O FACTORY 101A ENTRY DOUBLE 14'-0"x T-0" J ALUM ANOD BRONZE TEMP -[16] PAINT ANOD 1,4,7,10,11,14 I w 101B EMERGENCY EXIT 3'0"x T-0" C HIM PAINT P7 WA N HIM ANOD 5,9,10,ALARMED PANIC BAR CONTROL V coM TEMP/ - - 103 (WALK-TUG Vo 102 UTILITY 3'0"x T-0" B WD PLAM PL1 FROST N HIM PAINT 3,6,9 DOOR PER Z L CV TEMP/ 104 BREAK SEALED CONCRETE C6.1 P1 NONE ISTRUCTURE 2,4 SCHEDULE Co ,6,9 105 IELECTRICAL/IELECOMSE 104 BREAK 3'-0"x T-0" B WD PLANT PL1 FROST N FIv1 PAINT 3 ALED CONCRETE NONE P1 PLYWOOD STRUCTURE 3,4 O 0 105 ELECTRICAL7TELECOMM. X-O"xT-0' E WD PLAM P7 WA N HIM PAINT 3,6 108 RESTROOM CT1 SEE WAINSCOT P1 CT2,CT3 IGWB 4,10 ,A 106 UNISEX RESTROOM 3'-0'x T-0" A WD PLAM PL7 WA N HIM PAINT 2,3,6,9,UNISEX SIGN 107 IANI OR SEALED CONCRETE CB.1 P1 FRP STRUCTURE 14, V' 107 JANITOR 3'-0"xT-O" E WD PLAM P7 WA N HIM PAINIT 3.6 108 IRESTROOM CTi SEEWAINSCOT PI CT2,CT3 GWB 4,10 10B UNISEX RESTROOM X-O"x T-0' A WD PLAM PILL WA N HIM PAINT 2,3,6,9,UNISEX SIGN 109 IC-Cli 1. VNYL7 6'SELF COVE P2 NONE ACT 4, z TEMP/ 110WAITING LVT2 PLAM ONVOOD PI PL7 ACT 1,4,6,7,12,13 TYPICAL H.M. DOOR FRAME (INTERIOR) p 109 CamClinic 3'-0"x T-0" B WD PLAM PILL FROST N HIM PAINT 3,6,NO CLOSER Ill PHARMACY CPTI COVE BASE P1 NONE ACT 2,4,5,6,7, Scale: 3 1 " SIDE FOLDING GRILLE 'SEE NOTE 16 (SOFFIT FACE WA WA P1 UON PLI GWB 6,7,12,13 z 111A PHARMACY GATE 3Z-3"x9'-0" H HIM ALUM CLEAR WA -[16] METAL ANOD ADDITIONAL WIDTH AT POCKET 112 COUNSEL RM VINYLI 6'SELF COVE P1 PLI ACT 4.13CD ` TEMP/ 113 (STORAGE SEALED CONCRETE NONE P1 &PLYWOOD STRUCTURE 3,4,5 �1•.L� ^ J 111E Rx TO COUNSEL HIM 3'-0"x T-0" D WD PLAM PILL FROST N HIM PAINT 3,6,DUTCH DOOR,9-LOWER HALF SELF CLOSING 114 (OFFICE SEALED CONCRETE COVE BASE P1 NONE ACT 2.4 V �"+ Rx CASEWORK HALF G.C.TO PROVIDE LEVERSET AND 1 PAIR HINGE 115 SPRINKLER RISER RM FINISHES PER BUILDING STANDAR Q DOOR BY BARTELL- HARDWARE TO MATCH STYLE PER SPEC.AND W 111C HARDWARE BY G.C. T-W x T-5" D WD PLAM PL1 WA 'CUSP WOOD PILL REST OF STORE MEN w TEMP/ MISCL.P-LAM ITEMS UJ O Z 112 COUNSEL RM 3'-W x T-G' D WD PLAM PILL FROST N HIM PAINT 3,6,DUTCH DOOR,9-LOWER HALF SELF CLOSING HonmarrEG A STOCK,Rx DUTCH DOOR,OTHER P-LAM DOORS=PL1 111N1 ACCESSIBLE 113A STOCKROOM DOORS 5'-0"x T-0" F WD PLAM PILL ACRYLIC O HIM PAINT ELAISON DOOR(INCL.ACRYLIC RELITE) BREAK AREA CASEWORK BY G.C.TO HAVE PL2 EXTERIOR,WHITE MELAMNE INTERIORS.COUNTERTOPS=PL4 MEN WOMEN UNISEX RESTROOMS " R nooen L LU 113B RECEIVING DOOR 6'-0"x T-0" G STEEL FACTORY FACTORY WA -[16] STEEL PAINT 10,12,PEEPHOLE 'SEE NOTE 16 B w 113C EMERGENCY EXIT 3'-0"x T-G' C HM PAINT PI WA N HIM PAINT 5,9,10.ALARMED PANIC BAR CONTROL � 114 OFFICE 3'-0"x T-G" C HIM PAINT PI WA N HIM PAINT 9,PEEPHOLE,NRP HINGES C WHEREMARKIN REO'D( AINSCOCOUNTERTTRI AND PARTIAL EIGES H PL4 -MATCH - - - WHERE REQ'D(WANSCOTT TRIM,PARTIAL HEIGHT WALLS WITH WOOD CAPS,ETC.)TO BE PIAM ONVOOD=PL7 JOIN WALL MOUNTED SIGNAGE (TYP) EXTERIO D Cu 115 SPRINKLER RISER RM 3'-0"x T-0" C HIM PAINT R WA N HIM PAINT 10,13,KNOX BOX PER FIRE DEFT. NOTES WALL MOUNTED � p REMARKS 1 SEE FLOOR FINISH PLAN FOR TILE LAYOUT AND MATERNAL TRANSITDNS SIGNAGE (V 1 PROVIDE DECAL SIGN WITH 1"WHITE LETTERS ON CLEAR BACKGROUND READING:THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS."LOCATE ON INSIDE OF TRANSOM. ALL WALLS RECEIVE BASE EXCEPT WHERE FIXTURES COVER OR UNLESS OTHERWISE NOTED.BASE TO CONTINUE 12"BEHIND FIXTURES.VERIFY M 2 PROVIDE AND INSTALL 6"SQUARE INTERNATIONAL SYMBOL OF ACCESS SIGN ON EXTERIOR OF DOORS. 2 1 WITH BARTELL ^ N 3 PROVIDE LEVER HANDLES ON ALL MAN DOORS(EXCEPT STOREFRONT)PER BARTELL SPEC.NO THUMB TURNS,FLASH BOLTS,OR DEAD BOLTS ALLOWED. 3 1 PROVIDE FIRE RETARDANT PLYWOOD WAINSCOTFROM 0'3'AFF T08'J'AFF.OMIT PLYWOOD ABOVE DOOR(S). Z M M 4 LLVALUE MAX= TESTED AVG.FOR LEAF&FRAME AS UNIT ASSEMBLY(STOREFRONT) NFRC CERTIFIED ASSEMBLY,U480,SHGC-0.40 4 DOORJAMBS-ENAMEL PANT TO MATCH ADJACENTWALLS OR P7 ATCOOLER DOORS. rrr rrr 5 SELF-CLOSING,20 MIN.LABELED,GASKETED SIDES&TOP,NRP HINGES S PAINTCOLUMNS Pl.METAL COLUMNS SHALL BE ENAMEL TO MATCH Pl. 6 SOLID CORE 8 VERIFY PAINT TRANSITIONS ON-SITE WITH BARTELL DRUGS. N Q 7 OFFESET DOORS AND GLASS 7 SEE ELEVATION FOR PAINT PLAN-VERFYWITH BARTELL DRUGS. N W N 8 LLVALUE MAX=0.60 FOR SYSTEM TESTED AS UNIT ASSEMBLY(SOLID DOORS) B HANGING WALL FINISHED WITH 172'PLYWOOD-GWB WHERE REDID BYCODE.FINISHED FACE TO BE FLUSH WITH GWB 0/PLYWOOD ON COOLER 9 SELF-CLOSING B DOOR AT CARE CLINIC TO BE PILL EXTERIOR FACE AND PL2 INTERIOR FACE r 10 WEATHERSTRIP 10 CERAMICTLEtBULLNOSETRMTOBE+58'TOUTLIZEFULLTLES.PROVDEADAACCESSIBLETRANSITIONBETWEENCERAMICTILEANDVCTAT Q Q m 11 ANODIZED FRAME-CLEAR 3-COAT SYSTEM 11 _ SALES AREAG OLUMNS TO RECEIVE STAINLESS STEEL WRAP CANTED AT TOP EDGE PER BARTELL SPEC.INSTALL COLUMN WRAPS AFTER , 12 POWER OPERATED WITH MANUAL-OVERRIDE CHAIN-OPERATED WOPERATED HOIST.INSULATED.PEEP HOLE. 12 _ OMIT GWB AT PLAM WANSCOT.INSTALL PLYWOOD BACKER TO MATCH ADJACENT GWB THICKNESS.PLAM OVER PLYWOOD WITH VERTICAL GRAN j / w f 1 N 13 LOST MOTION LEVER ON EXTERIOR HANDLES 13 OMIT GWB AT PIAM WAINSCOT INSTALL PLYWOOD BACKER TO MATCH ADJACENT GWB THICKNESS.PIAM OVER PLYWOOD WITH VERTICAL GRAN Q U 14 POWER OPERATED DOOR IN CLEAR ANODIZED ALUMINUM FINISH.VERIFY MANUFACTURER. 14 _ TRIP WANSCOTAT PLUMBING FIXTURES PER BARTELL SPEC. 0 15 NOT USED 15 INSTALL GWB OVER PLYWOOD OVER STUDS ON WALLS. CORRESPONDING 16 TRACK MOUNTED SYSTEM PER MANUFACTURER INSTALL FLUSH WOODEN DOOR PAINTED TO MATCH SURROUND NG WALLS.USE FLUSH DOOR HARDWARE.SPECIFICATION TO BE APPROVE BY GRADE 2 BRAILLE N N 17 SINGLE SLIDER VERSION OF 14'-0"WIDE DOUBLE SLIDER MAIN ENTRY DOOR PER BARTELL SPEC- 16 BARTELL.DOOR AND HARDWARE SHOULD NOT BE NOTICIBLE WHEN VEWNG THE WINDOW BOX FROM THE STREET. Li m WALL MOUNTED SIGNAGE REQUIREMENTS: J B' :D Q F3 1. SIGNS ARE CENTERED ON THE WALL 60"ABOVE THE FLOOR. (� NOTE: SEE ASSIGNMENT SHEET A-602 FOR BUILDING FINISH COMPONENTS. 2. MOUNTING LOCATION ALLOWS A PERSON TO APPROACH WITHIN 3"OF THE LLJ L) Li SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING = Iy k WITHIN THE SWING OF THE DOOR. U LL Q 3. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IS INSTALLED ON THE N W IIIOU WALL ADJACENT TO THE LATCH SIDE OF THE DOOR.THE BORDER J DIMENSION OF THIS PICTOGRAM SHALL BE A MIN.OF 6"IN HEIGHT. J F WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE DOORS,SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT W N WALL. N _ F 4. LETTERS AND NUMERALS ARE RAISED 1/32",ARE SANS-SERIF UPPERCASE Z v CHARACTERS AND ARE ACCOMPANIED BY GRADE 2 BRAILLE. I In CHARACTERS ARE MINIMUM 5/8"HIGH AND A MAXIMUM OF 2"HIGH. ly 5. THE CHARACTERS AND BACKGROUND OF THE SIGN IS MATTE OR W � NON-GLARE FINISH AND THE COLOR AND CONTRAST OF THE c SIGN DISTINCTIVELY CONTRASTS WITH THE COLOR AND CONTRAST OF c [] U in w THE WALL. 0 rV x 6. THE REQUIRED COLOR OF THE SYMBOL OF ACCESSIBILITY CONSISTS OF 0 iI LL J A WHITE FIGURE ON A BLUE BACKGROUND. �l o J Qm r 8d sheet 20 ADA SIGNAGE DETAIL 0 A2.5 Scale: 1/4"=1'-0" 0 SIGNS PER SIGNAGE PERMIT STUCCO ON METAL STUDS STANDARD CMU BLOCK WHERE NOT EXPOSED TO VIEW M N (NOT SHOWN IN ELEVATIONS. SEE SECTIONS) = CMU-7 A B L A4.3 A4.3 F ACCENT BASE CMU BLOCK (MUTUAL MATERIALS SPLIT t MAIN BODY CMU BLOCK(SPLIT FFACE,CHARCOAL) =CMU-3 LINE OF ROOF BEYOND(TYP.) BEYOND A4.1 FACE) A4 1 24 GA. PRE-FINISHED METAL CAP FLASHING STONE VENEER (CULTURED STONE,SOUTHERN 24 GA. PRE-FINISHED METAL CAP FLASHING ENTRY VESTIBULE OPEN TO UNDERSIDE OF ROOF LEDGESTONE-WOLF CREEK) ABOVE MAIN BODY CMU BLOCK (MUTUAL MATERIALS SPLIT Moor STONE VENEER FASCIA(WOLF CREEK) FACE, MESA TAN) =CMU-1 ACCENT MEDALLIONS - - - _ ❑aID LOWER ACCENT BELT COURSE(MUTUAL MATERIALS 8x8 STUCCO ACCENT ON CMU BLOCK =-_= - METAL CANOPY GROUND FACE, BIRCH) = CMU-2 SIGN SI�i � BARLl ELL ]�h'L SPRTCFACE, KHAKI) =CMOC�(MUTUAL MATERIALS o VERTICAL ACCENT PILASTERS AT i, x CORNER WITH ACCENT CMU BLOCK ® UPPER ACCENT BELT COURSE(MUTUAL MATERIALS a (KHAKI) �i ACCENT SCONCES AT ENTRY w 3 SCORE SPLIT FACE CMU ACCENT - _ SPLIT FACE, 3 SCORE, BIRCH) = CMU-5 E, (BIRCH) ACCENT MEDALLIONS AND HORIZONTAL ACCENTS(8"x8" APPEARANCE)(MUTUAL MATERIALS SCORED SMOOTH �, __ FACE,ONYX) = CMU-6 o v ...: .. w __-__ � PRE-FINISHED METAL AND METAL CANOPIES (MATCH STONE VENEER(WOLF CREEK) _ DARK BRONZE METAL ROOFING) METAL FRAME HELD OFF BUILDING FACE METAL ROOFING(AEP DARK BRONZE) WITH VERTICAL WOOD LATTICE WORK _ (ACCENT FEATURE) PROVIDE GREEN - - STUCCO FINISH COAT(STUC-O-FLEX PORTABELLO) SCREEN LANDSCAPE AT THIS FEATURE. _ _ �`. CONCRETE CURBING AT ALL SEE 18 A1.1 " WALLS WITH WALKWAY. INSULATED VISION GLASS(CLEAR DOUBLE PANE CLEAR 7'-4" 16' T-4" GLASS WITH LOW E COATING)SPANDREL GLASS TO BE o o —WALL LIGHT. SEE 313"FIXTURE SOUTH ELEVATION TYR. (1)AT SOUTH ELEVATION SCHEDULE OPACICOAT"LAVA BRONZE"OR APPROVED EQUAL. Seale: 1/8"=r-0" EXTERIOR FINISH KEY = P �\ A TACCNT E w 6 A4.4 ( F 1 A4.0 A4.1 1 w� Y WALL SIGN PER SIGNAGE PERMIT �N C STUCCO ACCENT ON CMU BLOCK 24 GA, PRE-FINISHED METALLASHING B WALL LIGHT. SEE BD FIXTURE VERTICAL ACCENT PILASTERS WI A4.0 ACCENT MEDALLIONS �q4,p SCHEDULE TYP. (1)AT EAST ACCENT CMU BLOCK (KHAKI) (ONYX) —SCORED SMOOTH FACE CMU (ONYX) ELEVATION VERTICAL REVEALS AT STUCCO -- IF 7sK (SANDSTONE) MAIN BODY SPLIT FACE CMU BLOC ( ) NE 1B or ACCENT SCONCES ■ >: i ■ METAL CANOPY AT ENTRY Z U 8'TYP. O` 3 SCORE SPLIT FACE CMU ACCENT(BIRCH) L N S. S. S. S. S. S. S. S. S S. i Z GROUND FACE(8x8)CMU ACCENT(BIRCH) 00 mmmmm-. mmmmmm mm�� SPLIT FACE CMU BASE(CHARCOAL) }I METAL CANOPY EAST ELEVATION T=TEMPERED GLAZING UNITS 1"INSULATED WINDOWS IN ANODIZED ALUMINUM a > Z S=SPANDREL GLAZING UNIT FRAME Scale: 1/8"=1'-0" '^ CD Z_ /I'♦1 J F WALL LIGHT. SEE BD FIXTURE E A v a SCHEDULE TYP. (3)AT NORTH ELEVATION OUTLINE OF ENTRY ROOF FAUX PILASTERS WITH ACCENT A4.2 METAL CANOPY OVER BEYOND. (STANDING SEAM MEx7r, CMU BLOCK AT NORTH FACE /1 W ROOF OVER ENTRY) METAL FRAME HELD OFF BUILDING FACE WITH VERTICAL DRIVE UP WINDOW if Z WOOD LATTICE WORK(ACCENT FEATURE).SEE 18/A1.1 Q O 8° 17 ,-4' 21�-4" ,_4„ _4„ �-4 28,_8• W W --T — , p _J — [If_ _ LV U, - - -� __ ■ ■ - DRIVE UP WINDOW AT LOADING DOOR CANOPY a PHARMACY A/ LIB O (V -- rr-Iff If 11 nl-n __ IQUQU I➢1I➢1I ... Z CANOPY BEYOND ' - m o---------- -- -------- Q � 2' 16' -4" -4" -4" L3o N NORTH ELEVATION 0 Scale: 1/8"=V-0" N rr�n1 N N :BEYOND - SEE Q �' ;PLAN 3 1 s o 5 P 6 A4.5 A4.0 A4.4 L VERTICAL ACCENT PILAS ERS WITH L U KAKI q¢,y BEYOND SIGN PER ACCENT CMU BLOCK Q ( ) SIGNAGE PERMIT W W to LINE OF ROOF BEYOND(TYP.) J N YJ El FF] - — --- --- ® -- ---S1G\T Z > 0 C T To r, U i CANOPY ABOVE DRIVE ro - _-, - / u W THROUGH WINDOW _ 7'_4" Q WALL LIGHT. SEE BD FIXTURE SCHEDULE T. TYP. (3)AT WEST ELEVATION. - (D sheet o ;BEYOND -SEE W WEST ELEVATION PAN X A3.0 f RISER ROOM MAN DOOR OVERFLOW ROOF DRAIN OUTLETS. SEE 15/A2.2. �A, Scale: 1/8"=1'-0" W BUILDING ENVELOPE NOTES: MIN 22 GA. CALM. MIL. F COUNTERFLASH'G PAINTED PROVIDE CONT. B. ROD 1. PROVIDE SEALANT,CAULKING,GASKETING,AND/OR WEATHERSTRIPPING AT ALL INTERFACES&PENETRATIONS OF EXT. BLDG. ENVELOPE-TYP. TO MATCH COPING - &SEALANT BETWEEN EXTEND INTO MORTAR JT. /� COPING&COUNTERFLASH 2. AT PENETRATIONS OF BELOW GRADE WALLS,USE BENTONITE WATER-PROOFING PRODUCTS TO SEAL PENETRATIONS. & PROVIDE CONT. BEAD \(3 SURFACES)AND SEALANT ALONG BTWN 3. PROVIDE CONT. BACKER ROD&SEALANT AT INTERIOR&EXTERIOR SIDES OF ALL GLAZING SYSTEMS. ENTRY LINE COUNTERFLASH&CMU - 1"INSULATED 4. AT ALL SEALANT CONDITIONS, SET BACKER ROD DEPTH TO ENSURE MFGR'S RECOMMENDED WIDTH-TO-DEPTH RATIO,&TOOL SEALANT TO ENSURE PROPER CONTACT w WINDOW FRAMES AND \ BLOCK (VERTICAL EDGES) GLAZING UNIT PROVIDE CONT. S. / \\ AT EXPANSION JOINTS, SEALANT BTWN. COATED ROUGH-OPENING SURFACE / PROVIDE BACKER ROD& STOREFRONT SYSTEM STOREFRONT&GWB MASONRY NOTES: SEALANT EACH SIDE OF SILL / JOINT- ON EXT.SIDE, 1. USE STANDARD GREY MORTAR THROUGHOUT, DOUBLE-BUTTERING ALL JOINED BLOCK, DOUBLE-STRIKING THE EXTERIOR SIDE OF THE WALL PLUS BACK-STRIKING THE INTERIOR SIDE, FINISHING PROVIDE SANDED JOINT TO DIM. PT. =T.O. BLOCK o W MATCH ADJACENT MORTAR ITH CONCAVE JOINTS. TO PREVENT BREAKING THE BOND BETWEEN BLOCK UNITS AND MORTAR CRACKING,ALLOW SUFFICIENT TIME FOR MORTAR TO ACHIEVE A FIRM STATE BEFORE PLACING AND �� PROVIDE HEAVY DUTY TOP TRACK VIBRATING THE SCHEDULED GROUT FILL. TAKE ALL OTHER MEASURES(WATER REPELLANT,DAMPPROOFING BELOW GRADE(IF ANY)ETC.),AS REQUIRED,TO ENSURE A WATERTIGHT FINISHED WALL. / �� OR BOX BEAM SPANNING BEYOND WINDOW OPENING TO ADJACENT 2. PROVIDE SMOOTH FACE CMU BLOCK IN SCHEDULED COLORS,IN LIEU OF SCHEDULED SPLIT FACE BLOCK,AT THE FOLLOWING LOCATIONS: /.. F JAMBS(EACH SIDE) FOR RIGIDITY OF WALL AT SPANDREL WINDOW A. THE TOP TWO ROWS OF ALL PARAPETS, PER DETAIL 4/A2.2. CMU *(SMOOTH FACE TO MATCH COLOR DIRECTLY BELOW) �'- COPING ATOP CORNICE OPENINGS. R-15 BAIT _ cf. 1 A5.0 - EXTEND MIN.8" INSULATIONSTL.S 3 5/8" ( / ) METAL " STUDS B. THE LINTEL BLOCK AT THE REAR OF ALL CANOPIES&AWNINGS. UNDER COUNTERFLASH (ROOF'G MIN. 24"O.C. ALIGN &BALANCE OF CORNICE DTL. SEE STRUCT. DRWG.S FOR 1"INSULATED GLAZING UNIT WALL WITH FURRING C. THE CANOPY WALL ATTACHMENTS, PER DETAIL WALL SECTIONS AND STRUCTURAL PLANS.; AT THESE LOCATIONS, USE A SMOOTH FACE 8X8 SMOOTH BLOCK CENTERED ON THE STRUT NOT SHOWN, FOR CLARITY) LOCATIONS OF ALL WITH OPACICOAT"LAVA AT CMU WALLS ATTACHMENT WITH AN ADJACENT 8X8 SPLIT FACE BLOCK TO MAINTAIN THE 16"MODULE OF THE RUNNING BOND PATTERN.SMOOTH FACE ONLY BEHIND 7 1/2"SQUARE MOUNTING PLATE EXPANSION JOINTS BRONZE"SPANDREL GLASS CENTERED ON 8X8 BLOCK MODULE. FACE OF CMU BELOW. 3. MAINTAIN SOLID GROUT THROUGHOUT ALL BLOCK. LOW PARAPET 4. ALL BLOCKS AND MORTAR TO HAVE"DRY-BLOCK"(BY GRACE)ADMIXTURE THROUGHOUT. WALL o o STUCCO NOTES: =9 LOW TO HIGH COUNTERFLASHING EXPANSION JOINT MULLION AT SPANDREL GLASS 1. ALL STUCCO WORK TO COMPLY WITH THE 2015 IBC AND ASTM STANDARDS. FINISH COAT TO BE STUC-O-FLEX, SAND FINISH,COLOR: PORTABELLO Scale. 1 1/2'1'-0' Scale: 3=1'-0 Scale: 1 1/2"V-0„ 2. PROVIDE J MOLDING AT PERIMETER AND EDGE CONDITIONS. PROVIDE EXPANSION JOINTS AS SHOWN ON A3.0 OR APPROVED ALTERNATE DESIGN TO BE APPROVED BY ARCHITECT. F F NOTE: SEE EXTERIOR ELEVATION SHEET A3.0 F A 4 FOR CMU BLOCK TYPE. "CMU* "EQUALS - MIN. 24 GA. PREEN. MTL COPING SMOOTH FACE BLOCK TO MATCH COLOR A2.2 DIRECTLY BELOW AT CORNICE.TYPICAL T.O. BLOCK STUCCO FACADE AT CMU: PRESSURE-TREATED WOOD TOP COMPLETE 3-COAT PORTLAND CEMENT STUCCO T.O. BLOCK I PLATE SYSTEM w/STUC-O-FLEX FINISH COAT, OVER \ i SELF-FURRING LATH(1"±TOTAL THK.), 5 �. COMPLETE w/ALL REQ'D. MTL.ACCESSORIES A2�2 FOR WATERTIGHT,CRACK RESISTANT EXT. T.O. BLOCK T.O. BLOCK FINISH, OVER Z MAIN ROOF SYSTEM: - 1/4"DRAINAGE MAT(INKADRAIN, V MIN. CLASS 'B' BUILT-UP ROOF, PER BDC �i STUC-O-FLEX 'WATERWAY"RAINSCREEN SEE SECTION A/A4.0 O SPEC SECTION 12.A., OVER PROTECTION BD. DRAINAGE MAT,OR APPROVED), FOR BALANCE OF & R-40 RIGID INSUL. ((2) 3" LAYERS OVER - NOTES - TYP. ALL V 2 LAYERS OF GRADE D 60 MINUTE BLDG. WALL SECTIONS U.N.O. j ,^ POOF STRUCTURE, OVER MTL DECK AND PAPER, ROOF STRUCTURE, PER STRUCT. OVER L N - a CMU WALL PER STRUCTURAL DRAWINGS j j O co Sx8x16 INTEGRAL COLOR N o I_ � SMOOTH,SPLIT-FACE& FLUTED CMU BLOCK,AS ROOF ELEVATION ROOF ELEVATION 8'-0" CANOPY I I ROOF ELEVATION j NOTED ON EXTERIOR VARIES VARIES I I VARIES ^^`` ELEVATIONS,w/CLEAR W SEALER FLOOD COAT a a Q > Z OVER EXT. FACE, -� PROTECTOSIL CHEM TRETE 1 OR AS APPROVED BY ARCHITECT. A4.1 ' �/� �VI � J WALL BRACKET v EXPOSED R-15 EXPOSED R-15 ^` Q BATT INSULATION STEEL STRUT, PER - BATT INSULATION V/ ABOVE TO HAVE 1'-4" STRUCT. ABOVE TO HAVE Q W WHITE FACINGS w/ __ ? WHITE FACINGS w/ Q O z MAX. FLAME SPREAD �n �' _ �n c�i MAX. FLAME SPREAD - BRACKET � RATING OF 25 AND a RATING OF 25 AND L Lu SMOKE DEVELOPED AT SIDE CHANNEL, PROVIDE 2"0 - SMOKE DEVELOPED _j O 4 MIN. CLASS'B' SGL.-PLY HOLE ALIGNED OVER ND 2"ABOVE 1.` w li ------- RATING OF 450. - `V RATING OF 450 -i ROOF'G OVER PROTECT. BD. GUTTER,TO PROVIDE RAIN II i _ � NIH TYP. ABOVE WALL N _-----__ A4.1 _ OVERFLOW w cu U) FURRING. o o TOP PL. uj - o it O PROVIDE SMOOTH-FACE CMU BLOCK o IN SCHEDULED COLOR BEHIND m m CANOPY WALL CONNECTION T SUSPENDED CEILING PER REFLECTED o - c SUSPENDED CEILING PER B.O. C10 - ELEMENTS -TYP. o N CEILING PLAN °' n REFLECTED CEILING PLAN 5 Q N PAINT ALL o o B.O. CMU UNDERSIDE OF CANOPY A4.5 Z W W ti 0 0 0 STL. DECK'G ON ff1 z 3 3 3 TS 4x2 FRAMING N Q go A4.5 o go N 5/8"GWB TO MIN. 4"ABOVE SCHEDULED - W N C10 STL. CHANNEL 3 SIDES, o _ CEILINGS o z 3 z 1" INSUL GLAZING IN STEM _ - PER STRUCT. - PAINT 5 --r ALUM. STOREFRONT SYSTEM z z A4.0 T.O. CMU A4.0 -I GWB CEILING PER `L m a_ a_ VERTICAL GLAZING - TYP.: REFLECTED CEILING PLAN - Q `o PROVIDE HEAVY DUTY TOP TRACK OR BOX PAINT ALL EXPOSED CANOPY MIN. U=0.38, SHGC=0.40. w SALES w COMPONENTS,ELECTRICAL WITH PLYWOOD DECK PER U N BEAM SPANNING BEYOND WINDOW LOW-E UNLABLED GLAZING - STRUCTURAL DRAWINGS. �' CONDUIT, ETC.,w/COLOR TO o g o OPENING TO ADJACENT JAMBS (EACH o 3 1/2"ARGON, FIXED, DEFAULT. O z z - MATCH SCHEDULED CANOPY SIDE) FOR RIGIDITY OF WALL AT WINDOW a < �'-'�' COLOR 4 SIM. OR, CERTIFIED TESTED UNISEX N 5 w OPENINGS. ?w ASSEMBLY PER NFRC. 08 W N PROVIDE OPACICOAT SPANDREL GLASS A4.5 ��ff11 R-15 BATT INSULATION IN 3 5/8"STL. 4i o a ^ o STUDS ® MIN. 24"O.C. z a SIM. = WHERE SHOWN. COLOR TO BE "LAVA SALES o (METAL STUDS HELD OFF WALL W/ METAL 5 N BRONZE". 101 Q F 3 CLIPS. FACE OF OWE AT INTERIOR 5" FROM 3x3 PREFIN. MTL. DOWNSPOUT- ROUTE THRU R-15 BATT INSULATION IN N _ CMU WALL, HIGH AS POSSIBLE,TO DROP w/IN w ro FACE OF CMU - TYP.) J 3 5/8" STL STUDS ® MIN. U k o °J o SALES STUD CAVITY,TIGHLINE PER CIVIL _ o a a 101fs 24"O.C. Q 6" HIGH x 6"WIDE CONCRETE CURB ALONG w BUILDING FACE ADJACENT TO WALKWAYS N W W Q1 w CONC. FLOOR SLAB PER STRUCT., OVER w TYP. J J a n CONT. 15 MIL.VAPOR BARRIER (STEGO OR a n < n J F APPROVED BY ARCH.), OVER COMPACTED MIN. - „� CONC. WALK, WHERE INDICATED, PER CIVIL o Q N 5" FROM BLDG.FREE-DRAINING CAPILLARY BREAK AND _I - SLOPE FOR POSITIVE DRAINAGE AWAY W w - F OTHER SUBGRADE AS DIRECTED BY SOILS W a ENGINEER - TYP. Q m x - T.O. SLAB - T.O. SLAB o z I ° a REF. DATUM 0'-0" I a T.O. SLAB T.O. SLAB REF. DATUM0'-0"_ -O'z W w L3 in 08� 4 TAPE VAPOR 08� p,�,4 O8� 9 °? O8� REF. DATUM Z U Y __--D�----- y� BARRIER TIGHT TO �8 O Z oq °w°°% Rol WALL 99 a UNINTERRUPTED fFF 9g�°°o ® Ag�°o°wo a _ Ag�°°o 6 U J Q m SEAL, PER BARRIER o`* &ox^ FOOTING PER STRUCT. o� °oO MFGR.'S SPECS r DAMPPROOF FOOTING DRAIN DETAIL, (n sheet EXTERIOR SIDE OF PER SOILS REPORT BELOW-GRADE J BLOCK - TYP. J WALL SECTION WALL SECTION WALL SECTION WALL SECTION >Q A4.0 A Scale: 1/2"=1'-0" B Scale: 1/2"=1'-0" C Scale: 1/2"=1'-0" D Scale: 1/2"=1'-0" > 7YZ" W.R. GRACE ICE&WATERSHIELD FLASH'G ALL STEEL WALL PL./BRACKET w/ AROUND HSS PLATE,LAPPED MIN. UNDER STL.STRUT,PER STRUCT. R11 CONT. BEAD PROJECTED KNIFE PL., PER ® STUCCO FINISH ALL AROUND - PAINT TO MATCH 10" 4" SEALANT STRUCT. PAINT ALL CANOPY STEEL WALL PL./BRACKET w/ STEEL WALL BRACKET, KNIFE PLATE KNIFE PLATE w/RADIUS TOP GUTTER FLANGE COMPONENTS TO PROJECTED KNIFE PL.,PER AND ROD CONNECTION PER PER STRUCTURAL ® ® MATCH CANOPY STRUCTURAL PENETRATING STRUCTURAL DRAWINGS. STUCCO SYSTEM EXTEND ROOF'G UP OVER T.O. 2x TOP PLATE PROVIDE WATERTIGHT SEE SHEET A2.2 FOR STEEL STRUT ROD THREADED O24 GA. BOOT FLASH'G LOCATIONS INTO TURNBUCKLE AND CLEVIS COPINGPREFIN. MTL. O TERMINATION OF STRUT l N.T.S. PINS EACH END PER ( __ STRUCTURAL SINGLE PLY R00 ING � 2 P ON RECOVERY BOARD f/ DRILL FLANGE AND SMOOTH-FACE J F.O.STL CHANNEL EXTEND ROOF'D DOWN INTO MIN. FLASH ROOFING BOOT ONTO CONT. CLIP FOR '" 8x8x8 SMOOTH FACE CMU � 20 GA. PREFIN. MTL GUTTER LINTEL BLOCK, PIPE M.B. w WASHER - / - T SYSTEM,OVER BRACKET, �STUCCO S S E 0 E BLOCK BEHIND BRAC E, PER PER MASONRY " THIRD TO COUNTER-BUILDING DRAINAGE MAT,OVER MASONRY NOTE A4.0 NOTE A4.0 I' I BUILDING PAPER,OVER SUNK NUT IN 2x_ MIN, 24 GA. DRIP FLASHING, CMU BLOCK OPUT- COLOR-MATCHED TO WINDOW SYSTEM TERMINATE STUCCO 1/2"CLR.OF HSS PLATE, INTO "J"MOLDING, 4 SIDES - PROVIDE CONT. STL CHANNEL, SEE DETAILS 17 AND WINDOW SYSTEM SHIM'D AS REQ'D, 18 A22 FOR BALANCE SEALANT ALL AROUND BTWN J-MOLDING AND PLATE PER STRUCT. TS BEAMS,PER SR T. w/CONT. BACKER ROD&SEALANT UC OF NOTES&DETAIL U EA. SIDE- EXT.SEALANT PIPE WELDED TO TUBE STEEL DIMENS. PT. _ COLOR-MATCHED TO WNDW.SYS. - YA EDGE OF TYP. 4 SIDES OF ALL OPENINGS FLANGE o 0 rV CANOPY DETAIL 2 CANOPY DETAIL AT STUCCO CULT. STONE 3 CANOPY DETAIL CANOPY DETAIL 5 CANOPY DETAIL Scale: 1 1 2"=1'-0" Scale: 1 1 2"=1'-0" Scale: 1 1 2"=1'-0" Scale: 1 1 2"=1'-0" F 5 NOTE: SEE EXTERIOR ELEVATION SHEET A3.0 5 5 w FOR CMU BLOCK TYPE. "CMU *"EQUALS SMOOTH FACE BLOCK TO MATCH COLOR 10 DIRECTLY BELOW AT CORNICE.TYPICAL 10 Si A2.2 A2.2 T.O. BLOCK �1 T.O. BLOCK 11 T.O. BLOCK 1 I i i i V� T.O. BLOCK CULTURED STONE SYSTEM AT CMU Z /1 WALL: SEE SECTION A/A4.0 CULTURED STONE ON LATICRETE O FOR BALANCE OF MASONRY VENEER MORTAR ON NOTES -TYP.ALL LATICRETE AIR&WATER BARRIER ON WALL SECTIONS U.N.O. CMU BLOCK PER STRUCTURAL. (^ M F-1 N O N I I BOX F0� j(T STUCCO FACADE AT CMU: TENANT SIGN. (V^n/` (TENANT SIGN I I COMPLETE 3-COAT PORTLAND CEMENT STUCCO a > z N.LC. L-� SYSTEM w/ACRYLIC FINISH COAT,OVER Q SELF-FURRING LATH (1"±TOTAL TIER.), 1 COMPLETE w/ALL REQ'D. MTL.ACCESSORIES I w z FOR WATERTIGHT,CRACK RESISTANT EXT. (�, FINISH, T OVER J 1/4"DRAINAGE MAT(INKADRAIN, L Q STUC-O-FLEX "WATERWAY"RAINSCREEN DRAINAGE MAT,OR APPROVED), Lij OVER Lf� li 2 LAYERS OF GRADE D 60 MINUTE BLDG. O z PAPER, -� AT SIDE CHANNEL,P VIDE 2"0 OVER L W HOLE ALIGNED OVER ND 2"ABOVE CMU WALL PER STRUCTURAL DRAWINGS _ W II GUTTER,TO PROVIDE RAIN [If OVERFLOW cu Cl)o TOP PL. o p PROVIDE SMOOTH-FACE CMU BLOCK N N -I IN SCHEDULED COLOR BEHIND V � B.0 C10 i CANOPY WALL CONNECTION � � C:) SUSPENDED CEILING - ELEMENTS -TYP. SUSPENDED CEILING PER SUSPENDED CEILING PER `` N PER REFLECTED 5 REFLECTED CEILING PLAN REFLECTED CEILING PLAN Q ^ N o CEILING PLAN B4O. CMU - 01 M M Aa.1 Z W W ti 0 SEE SECTION C/A4.0 SYSTEMSET TO F.O. WINDOW N Q m FOR BALANCE OF m a CANOPY NOTES - TYP. W nmi o ALL WALL SECTIONS 1" INSUL. GLAZING IN ANOD. _ 'i z WITH CANOPIES U.N.O. ALUM. STOREFRONT SYSTEM m w `L VERTICAL GLAZING - TYP.: Q �p T.O. MULLION ❑ o MIN. U=0.38, SHGC=0.40. ro LOW-E UNLABLED GLAZING - z 1/2"AIR SPACE, FIXED, 0 SALES < DEFAULT. OR, CERTIFIED ni 101 ,i j SALES SALESTESTED ASSEMBLY PER NFRC. N N II m� T.O. CMU X 3 U N � Li p U Nry A4.5 GONG. WALK,WHERE R-15 BAIT INSULATION IN 3 GONG. WALK, WHERE N W W m a = INDICATED, PER CIVIL 5/8"STL. STUDS 0 MIN. 24" INDICATED, PER CIVIL n - SLOPE FOR POSITIVE O.G. - SLOPE FOR POSITIVE J J ❑ U DRAINAGE AWAY FROM DRAINAGE AWAY FROM Q J F w BLDG. BLDG. W w W T.O. SLAB F T.O. SLAB T.O. SLAB m Wao o°ouumiuumij� ° o'" `moo U U in Q 8 p8� oy. [�8 llp UT �� °A 0° INT �9 LL J °`a, o�oPo o 9a ePo�� 9� W (n sheet J 01 WALL SECTION WALL SECTION WALL SECTION WALL SECTION >Q A4.1 E Scole: 1/2"-1'-0" F Scale: 1/2"-1'—O" G Scale: 1/2"-1'-0" H Scale: 1/2"-1'—O" > CHANNEL SCREED w/ 1/2"REVEAL(FRY PCS-75-50,OR EQUAL) TYPICAL AT HORIZONTAL &VERTICAL REVEALS. SEE ELEVATIONS FOR LOCATIONS 1/2"EXTERIOR PLYWOOD STUCCO FINISH PER WALL SHEATHING ON 6"METAL SECTIONS N STUDS PER STRUCTURAL DRAWINGS. FRY PCM CORNER KEY o rV CORNER & REVEAL AT STUCCO Scale: 1 1/2" 1'-0" _ 5 1/2"EXTERIOR PLYWOOD ON 6"METAL STUDS w NOTE: SEE EXTERIOR ELEVATION SHEET A3.0 T A 2'-8"N.T.S. PER STRUCTURAL �gN FOR CMU BLOCK TYPE. "CMU* EQUALS SMOOTH FACE BLOCK TO MATCH COLOR DIRECTLY BELOW AT CORNICE.TYPICAL DRAWINGS. STUCCO FINISH PER WALL SECTIONS FRY REGLET TYPE T.O. BLOCK "STX' STUCCO REGLET FRY REGLET R-21 BATT "SPRINGLOK"FLASHING INSULATION WITH VAPOR BARRIER MAIN ROOF SYSTEM T.O. BLOCK T.O. BLOCK Z U U U � U Z L N O 00 N ---- STEEL DECKING PER �y (� j ZISTRUCTURAL LIB V^/` 0 STUCCO TO ROOF TRANSITION o Scale: 1 1/2"=1'—O" /� CD Z_ WALL FURRING PER PLANS •/ 2 J T D Q O 18 GA.ST. STL.GUTTER AT SIDE CHANNEL, PROVIDE 2"0 HOLE SUN SCREEN. SIMILAR TO CANOPY if BUT NO WATER COLLECTION. Q O Z ALIGNED OVER AND 2"ABOVE GUTTER, _ ,n U TO PROVIDE DRAIN OVERFLOW W-I 1"INSUL. GLAZING 0 W IN ANOD.ALUM. L `i STICKPINNED INSULATION BATTS II STOREFRONT SYSTEM TOP PL. ABOVE PLYWOOD WAINSCOT, w/ m O Nco Cl) II II WHITE FACING w/ MAX. FS 25 & a 6 W s� SMOKE-DEVELOPED RATINGS OF -C A4.6 �,n r Y/ RI _ �' CO U p1 B.O.C10 450, PER IBC 719.3. AT JAMBS & y O HEAD, EXTEND INSUL AS CLOSE AS EACH SIDE OF CANOPY POSSIBLE TO DOOR TRACK COIL STUCCO FINISH PER WALL ` SHROUD ABOVE. / o TOP PIC. SECTIONS WITH J MOLDING ALL M N m m - SIDES. 01 Z M W DIM. PT. Yr rY Ire STORAGE ROOM B.O. 010 I ��ff11 m (SEMI-HEATED SPACE) - CULTURED STONE VENEER PER ul Q in f _ WALL SECTIONS RAL CTU U TRS PER W �n CMU L _ SUSPENDED CEILING PER i /�(ITL�;�11 STORAGE BREAK a DRAWINGS r N REFLECTED CEILING PLAN SLATS PER 6/A4.6 m 104 o Q Q B.O. CMU - - INSULATION BATTS IN B' HIGH STL. 1" INSUL. GLAZING IN ANOD. [3 0 B.O. CMU STUDS BEYOND DOOR, TO BE ALUM. STOREFRONT SYSTEM TRANSACTION WINDOW & COVERED W/ 1/2"PLYWD. STUCCO/CULTURED STONE JAMB DETAIL �0f1 DRAWER ASSEMBLY, AS WAINSCOT TO +8'-0"AFF ALL J Scale: 1 1/2"=1'-O" ul N N DRIVE THOUGH GLAZING: SPECIFIED - VERIFY WALLS EXCEPT PLUMBING WALL AT > MIN. U=0.40, SHGC=0.40. PHARMACY ALL REQT.S & 10 BACK SIDE OF PHARMACY AND In m DIMENSIONS - PROVIDE A44 SHEAR WALL. RETURN TO CMU ? a RI Q F CONT. B. ROD & z WALL AT DOOR OPENINGS, 3 M SEALANT ALL AROUND, BOTH SIDES OF WALL o U Li INSULATED (R-5 MIN.) > B.O. WINDOW a COILING STEEL TRUCK DOOR Q i ASPHALT PAVING, CMU PER STRUCTURAL �i T.O. CMU � PER CIVIL - DRAWINGS W W 1n a SLOPE POSITIVE FOR �n STUCCO FINISH PER WALL J J w 6"Hx12"W CONC. CURB 15 U SECTIONS Q J F w ALONG ENTIRE NORTH PA GE WAY ROMBLDG N W FACE OF BUILDING A4.4 _ FRY STUCCO CORNER w MOLDING C 3 L O. SLAB T 0. SLAB T.O. SLAB I I I DIM. IT. EnT. REF. DATUM O'-O" FLASHI •o , o I: a ., &CULNE N w BETWEEN STUCCO W � RED STONE � � .oho `!,o� .:.� BEYOND. c O� o$�o� 08 �� N �� 08� o'$�y�t STUCCO FINISH PER WALL Y o� GONG. HAUNCH AT DOORWAY, 9 SECTIONS WITH J MOLDING O T'" °o""o T'" o o"o °o"o ALL SIDES. �' Q D P PER STRUCT. A 8�0 ® L) J Q m CULTURED STONE VENEER L 1"INSUL. GLAZING IN ANOD.ALUM. W PER WALL SECTIONS STOREFRONT SYSTEM Sheet r (BEYOND) J r WALL SECTION WALL SECTION WALL SECTION STUCCO CULTURED STONE HEAD DETAIL >a A4.Z J Scale: 1/2"-1'-0" K Scale: 1/2"=1'—O" L Scale: 1/2"-1'-0" 20 Scale: 1 1/2"=1'-0" > I RECESS SOFFIT ABOVE HIGH WINDOWS PLAN VIEW ABOVE MAIN ROOF LEVEL ' I U I d d RECESS SOFFIT ABOVE HIGH WINDOWS o I _ T T CVESTIBULE ROOF SYSTEM: 22 GA. PREFINISHED FLASHING TO MATCH V AEP PREFINISHED (OR APPROVED EQUAL) T ROOFING WITH CONTINUOUS CLEAT AT STANDING SEAM METAL ROOFING OVER #30 BOTTOM & DRIP EDGE. FELT ON 1/2" EXTERIOR PLYWOOD ON R-40 4'-8" 15'-4" 5'-b" 1&2 RIGID INSUL. ((2) 3" LAYERS A4.6 POLYISOCYANURATE) ON 1/2" PLYWOOD AND CONTINUOUS '�° _ 2'-8° 2X T&G WOOD DECKING PER STRUCTURAL 1 PREFINISHED METAL o 12 0 DRAWINGS. GUTTER ALONG �`o 1„ SOUTH EDGE OF ANGLE CUT BEAM ENDS AS SHOWN - VESTIBULE ROOF. AT EACH END (NO EXCEPTIONS). 5 EXTEND INTERIOR WALL FURRING TO - UNDERSIDE OF ROOF DECK STUCCO SYSTEM IN 1/2 EXTERIOR / STUCCO SYSTEM ON 1/2" EXTERIOR erg„ PLYWOOD SHEATHING ON METAL INFILL LAM BEAMS AND EXPOSED WOOD AND CMU BLOCK WALL PLYWOOD SHEATHING ON METAL INFILL DECK A4.6 DECKING TO BE STAINED AND VARNISHED. FRAMING BETWEEN TOP OF BLOCK AND R-11 RIGID EVERYWHERE WHERE EXPOSED TO VIEW. UNDERSIDE OF ROOF DECK. PROVIDE INSULATION AT NORTH FLASHING BETWEEN STUCCO AND - CULTURED STONE R-15 BATT INSULATION AT EACH FRAME WALL AT CMU I WALL. I I I j STUCCO SYSTEM ON CMU BLOCK ABOVE j WINDOWS 20 A4.2 i RUN GUTTER TIGHT TO STUCCO SYSTEM ON 1/2" EXTERIOR 1 VESTIBULE AT SOUTH PLYWOOD SHEATHING ON METAL STUDS FACE OF STRUCTURE 7 PER STRUCTURAL. 15 BEYOND TO SPLASH BLOCKS ! U A4.2 BELOW. O L CULTURED STONE VENEER SYSTEM ON WALL TO ROOFFLASHING r CMU BLOCK WALL SPLASH BLOCK CULTURED STONE VENEER SYSTEM AT CMU WALL: L N CULTURED STONE SOUTHERN 000 'a LEDGESTONE "WOLF CREEK"ON —j 41 8'-0"CANOPY N LATICRETE MASONRY VENEER MORTAR (n j ON LATICRETE AIR & WATER BARRIER M ON CMU BLOCK PER STRUCTURAL w/ W CLEAR SEALER FLOOD COAT OVER 10 Q z O FACE, TOSIL CHEM TRETE / / A4.2 OR , OR AS APPROVED BY ARCHITECT. CD V♦ � Z Q CANOPY. SEE NOTES ON C/A4.0 ILL,/ / / Q 0 � L Lu Lu JL -,r- � u 1" INSUL GLAZING IN ANOD. ALUM. ` H L_ _ _ -- - STOREFRONT SYSTEM W Cu _-- p GWB WALL FURRING PER PLAN OVER CMU T u u u WALLS PER STRUCTURAL. WALL MOUNT EXIT SUSPENDED JL EXIT ---------- - EXIT CEILING PER Q N SIGN ABOVE DOORS REFLECTED AT VESTIBULE ZGo CEILING PLAN CANOPY. SEE NOTES ON C/A4.0 m ut N N 1" INSUL GLAZING IN ANOD.ALUM. 1" INSUL. GLAZING IN ANOD. STOREFRONT SYSTEM ALUM. STOREFRONT SYSTEM Q Q ® ® U o AUTOMATIC SLIDING DOOR SYSTEM WITH 0 N MOTION/PRESENCE INFRARED SENSORS - ��, / VESTIBULE / EACH SIDE AND HOLD OPEN BEAMS AT o - VESTIBULE -- N 100 DOOR OPENINGS. DOORS TO HAVE BREAK 100 N N 'b AWAY FUNCTION IN DIRECTION OF TRAVEL o (OUT TO EXTERIOR)AT EACH OPENING IN Q F a CONFORMANCE w/ IBC & WA. STATE BLDG. CODE. ALL DOORS TO HAVE J NNLi SIM. 10 TO A BE 1" IINSULATED TE SUNIITTSSVCOMPLIANT E.ALL SS m LL I IL U Q PROVIDE WALL FURRING IN - WITH ENERGY CALCULATIONS.VERTICAL _ w FRONT OF LOWER GLAZING UNIT A4.5 GLAZING - TYP.: - W W m WHERE SHOPPING CARTS ARE _o STORED. MIN. U=0.80, SHGC=0.40. a GONG. WALK, WHERE INDICATED, W J N PER CIVIL- SLOPE FOR 8" HIGH (VESTIBULE SILL) x WIDE CONCRETE CURB BELOW WINDOW POSITIVE DRAINAGE AWAY FROM w BLDG. _ ___ - ~ T.O. SLABEn Po a D _ D w TIT �g U J Q m '*sd W r (n sheet J WALL SECTION WALL SECTION >Q A4.3 M Scale: 1/2"=1'-0" N Scale: 1/2"=1'-0" > 70 po CMU WALL I I I I I I I I 1 0 I I 1 I � VESTIBULE ROOF SYSTEM F E 3'-8" 29'-4'. 3'-8" ROLL UP DOOR AS SCHEDULED (PAINT) N oRil I I I --t 5 HEAD AT COILING DOOR Scale: o VF STUCCO SYSTEM GLU-LAM BEAMS AND EXPOSED WOOD DECKING TO BE STAINED AND VARNISHED. EVERYWHERE WHERE EXPOSED TO VIEW. _ _ _ CMU WALL -_----��- - PLYWD. WAINSCOT. \ / U III O GALVANIZED 3"x3"x3/8"x 4'-0" WEATHERSTRIPPING ,^ M CULTURED STONE VENEER SYSTEM ', / / / 1" INSUL. GLAZING IN ANOD. ALUM. STEEL ANGLE V' ®JAMBS(PAINT) L N / STOREFRONT SYSTEM TRUCK DOOR O 00 5"±(V Y) I Ld� 0 JAMB AT COILING DOOR Q o Scale: 3"=1'—O" '^ I rV•w♦, � Z_ V 2 J GALVANIZED Q x x 4'-0" STEEL V/ \� STEEL ANGLE A/ uj BEYOND® Lf� CANOPY. SEE NOTES ON C/A4.0 / JAMB(PAINT) TRUCK DOOR Q O Z SLOPE SLAB 1/4'• 1/4"SLAB STE ^L LLJ BEHIND DOOR, / _j a- L1J 1 4"STEP TO 1/4"RADIUSED EDGE 1" INSUL GLAZING IN ANOD.ALUM. u u / � � H STOREFRONT SYSTEM -=i-_��_ _��_ _ _ EXT.SLAB,w/ (n 1/4"RADIUSED NEOPRENE uj Cu p GWB WALL FURRING PER PLAN OVER CMU _��_ _��_ p //! EDGE wEATHERSEAL c WALLS PER STRUCTURAL. �_ N V _,-_ \\ li O 0 0 ` IL a g Q ^ N �I-- a a Z CULTURED STONE VENEER SYSTEM III a a a 4 J c a Iliill d - � W Q N N T, SLAB BEYOND Q m SLOPES PER — CIVIL DRWG.S r' N AUTOMATIC SLIDING DOOR SYSTEM WITH SILL AT COILING DOOR 0 MOTION/PRESENCE INFRARED SENSORS EACH SIDE AND HOLD OPEN BEAMS AT VES110101LE �`� Scale: 3"=1'—O" N N DOOR OPENINGS. m { m FINISH AS SCHEDULED PER PLANS. Q F 3 I j j l 'Sl W MINIMUM 3 INy U k ANCHORS/JAMB LL Q W W m _ SET F.O. DOOR J I I I I FRAME FLUSH w/ ❑ F.O. BLOCK J J F 1O - II II W N --- o - W CMU WALL o _ 7 m " Ia • SHIM AS REQ'D 0 L I w°O ro• � ro re a rW, p BACKER ROD& O8� ! *fig,_ �BO �g Fn Ld SEALANT EA.SIDE 1 CORNER BEAD O 7 Q --- --- �_ o OPENING-TYP. TYP. 8 ` 9q�o 5 DRIP EDGE BUTT GWB,WHERE ~ Q m AT HEAD: SCHEDULED,TO FRAME PEMKO#346 TERMINATE w/EDGE BEAD W OR APPROVED, FULL ( Sheet WIDTH OF FRAME H.M. DOOR&FRAME a (PAINT) -GROUT J FRA SOLID ME WALL SECTION THROUGH VESTIBULE - LOOKING NORTH HOLLOW METAL HEAD JAMB SIM. Q A4.4 N nn Scale: 1/2"=1'—O" LV Scale: 3"=1'-0" > EXTEND GUTTER EXTEND ROOF'D DOWN INTO MIN. MIN. 6"UP BEHIND STUCCO 20 GA. PREFIN. MTL.GUTTER SYS., DRAINAGE 10" 4" MAT&BUILDING 0 Attachment options to structure(wood,concrete or steel) GUTTER FLANGE PAPER a.Attachment devices to structure'/.-inch(6mm)diameter x STOREFRONT SYSTEM STRUCTURE 3-inch(75mm)long closed-eye wood screws;minimum penetration 1 mch(25mm)into the wood member. PROVIDE CONT, SILL FLASH PAN, SEALANT BTWN. b.No. enjoin ga.splay wire looped around bottom chord of PER 15/A4.5 UPTURNED LIP TERMINATE STUCCO Two tz ga.splay wires openjoint or truss. STOREFRONT - IN DRIP SCREED at maz.8'(2,5oomot)o.c. .t0' c.Metal 2-inch x 2-inch(50mm x 50mm)angle,attached to DIM. IT. =T.O. BLOCK N f/�� (3 ram) concrete or steel with approved fasteners. Suapendea x 45 d Tie wire spike minimum%c-iach(5mm)diameter x 2 0 calling inches(50 ram)long,drilled and hammered for concrete. IU5"TYP. e.Tie wire wedge anchor A inch x 1%inches(6mm x DIM. PT. 44mm),for concrete. "F.O. BLOCK" OVERFLOW DRAIN THROUGH EACH f.Beam/flange clamps for steel structure members. END WALL. LOCATE 2"ABOVE _ BOTTOM OF GUTTER. Pan Ion Splay wire to be wrapped around itself three full turns; WINDOW SYSTEM within a 3-inch(75mm)length. TERMINATE STUCCO IN J-MOLDING. O Attachment options at partition PROVIDE CONT. B.ROD&SEALANT ABOVE, BTWN MOLDING&GUTTER a Attach partition track to suspended ceiling main runner with two No.8 S-screws.(Detail A only.) R b.'/s-inch(6mm)closed-eye bolt through partition track. STRUCTURE 'Q' c.2-inch x2-inch(50mm x 50mm)metal angle with two FLASHING AT HEAD OF WINDOW SYSTEM ` o o r o One dgld 67 7 at no areal No.8 S-screws in partition track. WINDOW HEAD WINDOW SILL n CANOPY AT STUCCO/CULT. STONE (SIM.) (z,5omam)o.c.at enemata .to' Splay wire to be wrapped around itself three full turns; aidesor spleywlressash (a 000mm) within a 3-inch(75mm)length. 3 Scale: 1 1/2"-]'-0" 4 Scale: 1 1/2"=1'-0" Scale: 1 1/2"=1'-0" i detail A. AM—45' ® ¢� ® 6 •Bracing a Pleman height to 5 feet(1,500mm):Use%-inch(19mm) w 16 ga.(.0566 in.)cold rolled channel or h-inch(22mm) N 25 ga.(.0188-inch)furring channel or 1 h in.(41mm)25 Suspended J ga.(.0188-inch)steel stud calling b.Plenum height 5-10 feet(1,500-3,000mm):Use nested STOREFRONT SYSTEM PROVIDE CONT. or back to back 3'h-inch(90mm)25 ga.steel studs. SEALANT BTWN. c.Attach to partition with two No.8 S-screws. SILL FLASH PAN, UPTURNED LIP Partition PER 15/A4.5STOREFRONT ~� L DI ENS. PT. =T.O. BLOCK Z 0 J WALL SEISMIC BRACING OPTIONS J 6 (D cn M Z L N 2 00 J Q ;1 WINDOW SILL AT STUCCO/CULT. STONE (SIM.) Q 0 iU Scale: 1 1/2"=1'-0" �/� ~ SIM. 10 10 (n z J PAI 24 GA.COLOR-MATCHED PREFIN. D ^` Q MTL.SILL PAN,w/ 1"h INTERIOR V/ LIP&SOLDERED END DAMS- Q W I WHERE LONG RUNS REQUIRE JT.S, Z GWB ON SALES SIDE OF I s w O LAP MIN.4"w 2 WALL ONLY. - < ONE HOUR RATED CEILING /O � 0 � (2) LAYERS 1/2"TYPE X GWB DEFLECTION FULL-WIDTH BEADS L W OF SEALANT LW EXTEND THIS WALL ON 6" METAL JOISTS AT 16" TRACK BELOW BETWEEN Q Q FULL HEIGHT TO O O.C. PLACE CEILING AT TOP STRUCTURE � ENCLOSE PHARMACY. OF PERIMETER WALL FURRING. �O SEE STRU TURAL O W CU^` _ FOR FRA INO W G OVE LE.S DING O O O /�� CD ROOF STRUCTURE SET PER PLANS SUSPENDED A.C.T. WINDOW SET FLASH PAN Z CEILING,TYR. SILL CAN ON BEDS OF ON CONT. BEADS SEALANT ~ SEALANT WHERE FASTENERS TRACING INSIDE OF ALL 4 EDGES SUSPENDED A. .T NOTE: PROVIDE APPROVED WILL PENETRATE SILL PAN ��ff11 MOUNT TOP TRACK PER CEILING,TYR. SUSPENDED ACT. uJ Q N FIRE CAULKING AT ANY 5 8'TYPE "X" SUSPENDED ACT. MANUFACTURERS CEILING O 12'-6"AFF. / CEILING ® ut RECOMMENDATIONS. PENETRATIONS TO THIS ROOM. GWB.OVER 6" h.l N O O Y 12'-6"AFT. - to O 5/8"TYPE"X"GWB 24TAO.0 STUDS AT m o ON 3/4"PLYWOOD ON ONE HOUR RATED WALL _ CANOPY BY BARTELL 3 5/8"METAL PER WALL TYPE "8" Q DRUGS STUDS® U 16"O.C. _ ro II TYPUCTURAL.. BRACE PER STR SILL FLASHING PAN 0 C 5/8'TYPE"X"GWB - ' J Ifnf1 N ON 3-5/8"METAL Scale: N.T.S. uJ W/ WHITE FREEZER SHELL frfn1 tv STUDS® 16"O.C. - ;y SPRINKLER Ul 123 TYP. BRACE PER m STRUCTURAL FREEZER SALES PHARMACY RISER ,- 20 STOCKROOM SALES Q F Q FREEZER 101 PHARMACY A4.4 113 SALES 3 CAN LIGHTS,PER o 0 0 ANOD.ALUM.SADDLE REFLECTED CEILING P N FREEZER BY CROWN TONKA DOOR AS ,,1X( PER BARTELL DRUG SPEC. SCHEDULED SET IN SEALANT: PEMKO 'Sl U w 45 MINUTE RATED #2727; 2-PC. PEMKO rNy k 'ol PHARMACY WAITING o rn HOLLOW METAL DOOR #271 OVER PEMKO LL Q 11 110 m PLYWOOD WEATHERSTRIP w DOORS AND FRAMES & FRAME TO EXTERIOR. WAINSCOT PER #282,OR APPROVED W W to PER BARTELL DRUG SPEC. SEE DOOR SCHEDULE (/� GWB WALL,BEYOND I BARTELL J J + ASSIGNMENT EXT. PAVING SET _ PAINT _ P7 TRIM PER BD FINISH DRAWINGS 1/4"BELOW - - J N SCHEDULE W r1 SLIDING GRILLE PER P N - CONC. WALK,WHERE T.O. FLOOR SLAB iv Q N III AND DOOR SCHEDULE INDICATED, PER CIVIL \ \ FLOOR SLAB f— w FIXTURE BY OTHERS - SLOPE FOR POSITIVE W 6"RECESSED SLAB PER - ~ a 3/4"WIDE FLOOR SOI KET STRUCTURAL DRAWINGS DRAINAGE AWAY FROM C m x I III _ BLDG. ° ° d � d ° d L FLOOR FINISH, FLOOR FINISH, 20 d I AS SCHEDULED AS SCHEDULED N W L r J A4.5 ° a - EXPANSION- r, j " " -JOINT MATERIAL Z U U W g % <'� p0o .moo. o�e d Qad .. 44 Od O z � D 8�$0jg� Leo U J Q oo onoo (W sheet J SECTION AT PHARMACY SECTION AT FREEZER SECTION AT FIRE SPRINKLER ROOM SECTION AT STOREROOM H.M. DOOR SILL Q> A4.5 Q Scale: 1/2"=1'-0" R Scale: 1/2"=1'-0" S Scale: 1/2"=1'-0" T Scale: 1/2"=1'-0" 20 Scale: 3"=1'-0" > HIGH EAVE TRIM 22 GA. PRE FINISH HIGH EAVE TRIM 22 GA. PREFINISHED GABLE TRIM BATTEN PREFINISHED METAL ROOF SEE NOTES OF 6 FOR B A 1 4. ULK N / POP RIVET TO SECURE BATTEN PANEL i POP RIVET TO SECURE BATTEN 3/16%7/8"CONTINUOUS DOUBLE CLIP & BOTTOM CLOSURE #30 FELT UNDERLAYMENT. OGLU-LAM BEAD BUTYL TAPE 20 GA. GALV. STEEL GRID BATTEN STOPS AT ZEE CLOSURE RUN DOWN OVER CONTINUOUS PRE-FINSHED GUTTER W/ ROOF SYSTEM PER PLANS CLEAT - ---- RECEIVER TRIM — BATTEN STRAPS CONTINUOUS ZEE CLOSURE 4x EDGE CONTINUOUS ATANGLE TRIM NOTCHED FOR RIB ONLY PERIMETER OF VESTIBULE ROOF CONTINUOUS ZEE CLOSUREJOGGLE CLEAT NOTCHED FOR RIB ONLY VESTIBULE ROOF SYSTEM: I #30 FELT UNDERLAYMENT.AEP PREFINISHED (OR APPROVED RUN DOWN OVER CONTNUOUS#30 FELT UNDERLAYMENT.3/16" EQUAL) STANDING SEAM METAL CLEAT BEAD 7/8"CONTINUOUS DOUBLE ROOFING OVER #30 FELT ON RUN DOWN OVER CONTINUOUSBEAD BUNL TAPE 1/2"EXTERIOR PLYWOOD ONSCLEAT 22 GA. PREFINISHED SAVENON-SKINNING BUTYL TRIMSEALANT AT ENDS - #30 FELT UNDERLAYMENT R-40 RIGID INSUL. ((2) 3" BOTTOM OF ROOF STRUCTURE FILL ALL GAPS LAYERS POLYISOCYANURATE) ON RUN GUTTER TIGHT TO 1/2"PLYWOOD AND 2X T&GTOWER AT SOUTH FACE WOOD DECKING PER STRUCTURAL OF STRUCTURE TODRAWINGS. CONTINUOUS TRIM CLEAT TO SPLASH BLOCKS BELOW.INSTALLATON NOTES: CONTINUOUS TRIM CLEAT TO BEAMS AND EXPOSED MATCH EAVE TRIM SECURED 1 METAL STUD FRAMING AT 24"O.C., - ZEE CLOSURE MUST BE CONTINUOUS AND BE NOTCHED FOR MATCH EAVE TRIM SECUREDCKING TO BE STAINED WITH PANCAKE HEAD AT 12"O.C. ANGLE CUT BEAM END CONTINUOUS TRIM CLEAT WIDTH AS REQUIRED W/5/8"TYPE PANEL RIBS. WITH PANCAKE HEAD AT 12"O.C. NISHED. VESTIBULE ROOF SYSTEM: PER SECTION N/A4.3 TO MATCH FAME TRIM "X"GWB. PROVIDE R-15 BATT - BATTEN MUST STOP AT OUTSIDE FACE OF ZEE CLOSURE AND STEEL BEAM OR INSULATION IN VOIDS. NOT PASS THROUGH. ANGLE CUT BEAM END PERERE WHERE EXPOSED TYE. SECURED WITH PANCAKE JOIST PER . HEAD AT 12"O.C. STRUCTURAL SECTION N/A4. TYR. ) B o r o HIGH EAVE NOTES HIGH EAVE GABLE EAVE WITH GUTTER Scale: 3"=1'-0" Scale: 3"-1'-0" 3 Scale: 3"=1'-0" 4 Scale: 3`1'-0" 2 ROWS SELF TAPPING - SLATS: 16 GA. PAINTED OR PREFIN. MTL. SCREWS 1" SCREWS B VERTICAL BREAKS®TOP&BOT.AND 12"O.C. DOWNTURNED TABS®EA. END,BOLTED TO STL. FRAMIN G w/GALV. BOLTS&WASHERS PROVIDING 1/2"GAP BETWEEN SLAT ENDS FRAMING COMPENSATION CHANNEL O 16 GA. SECURE STUDS TO SLOTTED COMPENSATION CHANNEL.ATTACH G.W.B. Oo a OO O TO STUDS ONLY(NOT ALLOW FOR 1" COMPENSATION CHANNEL) Z DEFLECTION O 1'-2 ems" 5�" 96" (5)SLATS TOTAL J WALL TYPE PER PLANS SEE 4/A4.1 FOR PERIMETER FRAME AND Z 0 (VM FLASHING. SEE ROOF PLAN AND STRUCTURAL FOR INTERMEDIATE SUPPORTS. /J 4-1 m LL n\ SLATS AT SUN SCREEN n FULL HEIGHT WALL AT GIRDER/TRUSS Q > o 6 Scale: 1 1/2`1'-0" V Scale: Y-1'-0" ''^ (n Z_ 4-j J v � R-1 BATTS 0) Q 5/8"TYPE'X'GWB ON 3-5/8" MTL STUDS®24"o.c.TO 4" 5/8"TYPE'X'GWB EA.SIDE OF /1 W ABOVE SCHEDULED CEILING - 3-5/8"MTL STUDS®24"o.c. SEE NOTE 4&5 Q O Z INSUL. EXTENDS FULL HT.,SEE TO 4"ABOVE SCHEDULED CEILING. .� WALL SECTIONS. 6 BRACE TO FLOOR STRUCTURE ( I( A ) I )( I( I( I( )( L W ABOVE WHERE WALL EXCEEDS ( )( 1( ( 1( 1( )( 1( )( W J W 8'-0"LINEAL FEET. CMU WALL PER STRUCTURAL p J a, Lu Cu Gn 5/8"TYPE'X'GWB EA.SIDE OF W I( I( A AR-15 BATTS 6"MTL. STUDS®24"o.c.TO SEE NOTE 4&5 1/2"COX PLYWOOD WAINSCOT UNDERSIDE AE OF ROOF DECKING A - C`J ABOVE.SEE DETAIL 16& 17 A2.3 ( )( )( _. )( `` TO +8'-0"A.F.F. (STOCKROOM FOR TOP WALL TERMINATION. ( )( ) )( 1( )( 1( 1( )( ^ GV� SIDE)ON 3-5/8"MTL.STUDS J7 O Z O ®24"o.c.TO 8'-0"- INSUL. ~ EXTENDS FULL HT.,SEE WALL - - SECTIONS. N Q N CMU WALL PER STRUCTURAL ONE HOUR RATED WALL&CEILING: 5/8"TYPE'X'GWB EA.SIDE OF SEE NOTE 4&5 Ld ° N 3 5/8"MTL. STUDS ® 16" �8> EUAL). (UL UALL OR APPROVED ( I( I( I( EQUAL) NOTE: ALL PENETRATIONS )( 1I I )( 1I )( )( II )( Q m THROUGH ONE HOUR WALL TO BE Q `o FIRE CAULKED. w U N 5/8"TYPE'X'GWB EA. SIDE OF 3-5/8"MTL. STUDS O 24"ox. SEE NOTE 4&5 0- 0 OTO UNDERSIDE OF SCHEDULED - -' ff1 N CEILING. BRACE TO FLOOR ( )I ( ) )( I( )( )( )I )( 5/8"TYPE'X'GWB EA.SIDE OF (>— ul (ff N .3 STRUCTURE ABOVE WHERE WALL ( )( 1( ( )( 11 )( )( 1( 6"x 18 GA. MTL STUDS® 16" SEE NOTE 4& 5 frfn1 EXCEEDS 8'-0"LINEAL FEET. o.c.TO UNDERSIDE OF ROOF U1 0+ O DECKING ABOVE. PROVIDE WR ( I( I( I( I( iI II IC I( 9 GWB AT WET WALLS 3. )( 1( 1 )( 1( )( 1( 1( )( � F� w Iyy U 5/8"TYPE'X'GWB ON 1 1/2" LL Q MTL. STUDS"Z"FURRING® W w UJ 16"o.c. EACH SIDE. RUN FULL HEIGHT AT VESTIBULE SIDE AND O 13'-0"AT SALES SIDE. WALL NOTES: J J a L WALL TYPES MAY NOT ADDRESS EVERY SITUATION.WALL SECTIONS ALSO Q W N DEPICT DESIGN INTENT. SEE BDC SPECIFICATION FOR ADDITIONAL _ F CMU WALL PER STRUCTURAL INFORMATION.2. NOTIFY RCHITECT IF DISCREPANCY FOUND. W 3. EXTERIOR WALL FURRING TO UTILIZE HOLD OFF CLIPS SO MAIN WALL Q En STUDS ARE NOT IN CONTACT WITH EXTERIOR CMU WALLS FOR THERMAL I - PERFORMANCE. W wQ n 4. PROVIDE R-15 BAIT INSULATION IN ALL WALLS SEPARATING STOCKROOM FROM CONDITIONED SPACE, PROVIDE SOUND INSULATION IN RESTROOM, :D U U in OFFICE,COUNSEL ROOM,CARE CLINIC,AND PHARMACY WALLS. w 5. SEE 6/A4.5 FOR WALL BRACING OPTIONS FOR UNSUPPORTED WALL OVER Q Z rV Y 5 5/8"TYPE'X'GWB EA. SIDE OF PROM LINEAL FEET. W LL J AT m 3-5/8"M TO ROOF DECKING ABOVE.SEE TL. STUDS O 16"o.c. SEE NOTE 4&5 67. SEEVI8&19/A2.DE WR 6 FOR TOP OPET WOFLWALL S IN LDETAILS.IEU OF TYPE"X"GWB. J Q m O DETAIL 16& 17/A2.3 FOR TOP ( I( I( I I I( ) ( )( ( J t. .5 OF WALL TERMINATION.SEE ( 1( )( ( )( )( )( )( 1( J Sheet �o STRUCTURAL DRAWINGS WHERE - WALL TYPE 5 HAS PLYWOOD DECK W n AT CEILING OF ROOM ATTACHED. U A4.6 9 WALL TYPES O=WALL TYPE (n Scale: N.T.S. LEGAL DESCRIPTION INDEX OF DRAWINGS NEW TRACT C,CITY OF ARLINGTON BOUNDARY LINE ADJUSTMENT FOR RODNEY MA FILE ARCHITECTURAL (1s SHEETS) NO.PLN 2013-58,RECORDED FEBRUARY 21,2014 UNDER RECORDING NO.201402215006 AND AFFIDAVIT OF CORRECTION OF BOUNDARY LINE ADJUSTMENT RECORDED APRIL 15, AO.O PROJECT DATA / COVER SHEET 2014 AND NOVEMBER 05,2014 UNDER RECORDING NOS. 201404150636 AND 201411050281,BEING A PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST A0.1 EXIT ANALYSIS, NOTES QUARTER AND THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 11, A1.0 SITE PLAN, DETAILS TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. A1.1 MISCELLANEOUS DETAILS RECORDS OF SNOHOMISH COUNTY,WASHINGTON. A1.2 ENLARGED PLANS, DETAILS A2.0 FLOOR PLANS, KEYNOTES A2.1 REFLECTED CEILING PLAN, DETAILS N TAX PARCEL NUMBER: 31051100304100 A2.2 ROOF PLAN, DETAILS A2.3 ENLARGED PLANS, DETAILS A2.4 INTERIOR ELEVATIONS, DETAILS A2.5 DOOR & ROOM FINISH SCHEDULES, DETAILS PROJECT STATISTICS A3.0 EXTERIOR ELEVATIONS - A4.0 WALL SECTIONS, DETAILS A4.1 WALL SECTIONS, DETAILS A4.2 WALL SECTIONS, DETAILS A4.3 WALL SECTIONS, DETAILS RTELL ZONING DESIGNATION: GC-GENERAL COMMERCIAL A4.4 WALL SECTIONS, DETAILS SITE AREA: 2.23 ACRES (TWO PADS) . A4.5 WALL SECTIONS, DETAILS A4.6 MISCELLANEOUS DETAILS, WALL TYPES BUILDING DATA STRUCTURAL (11 SHEETSI: CODES USED: 2015 IBC, MC, UPC, IFC, 2009 ICC ANSI 117.1, 2012 S-0.1 GENERAL NOTES AND SHEET INDEX WSNREC & CITY OF ARLINGTON S-0.2 SPECIAL INSPECTIONS MUNICIPAL CODE S-0.3 ROOF DIAPHRAGM PLAN AND MISCELLANEOUS DETAILS S-1.1 FOUNDATION PLAN -_ TYPE OF CONSTRUCTION: TYPE V-B, SPRINKLED S-1.2 ROOF FRAMING PLAN w a3 Washington's Own Drugstores& - S-3.1 CANOPYTIF FRAMING SECTIONS w� N SECTIONS OCCUPANCY GROUP: M S-4.1 ROOF FRAMING SECTIONS g" (NOTE: ACCESSORY S-1 STORAGE& B OFFICE USES, BOTH NON-SEPARATED, S-4.2 ROOF FRAMING SECTIONS PER IBC TABLE 508.4) S-5.1 EXTERIOR WALL ELEVATIONS S-5.2 EXTERIOR WALL ELEVATIONS OCCUPANT LOADS FIRST FLOOR OCCUPANT LOAD; CML (21 SHEETS):CV-1-1.0 COVER SHEET SALES FLOOR ...... ........... ............ ...................181 OCC. CV .1 GENERAL NOTES PHARMACY -- - --- ---- 16 OCC. CV-1.2 CITY OF ARLINGTON STANDARD NOTES STOCKROOM + STORAGE ------ 6 + 2 OCC. D-1.0 DEMOLITION AND ESC PLAN D-2.0 EROSION DETAILS Z OFFICE -- -- - --- 16 OCC. C-1.0 HORIZONTAL CONTROL PLAN U C-1.1 SITE PLAN TOTAL OCCUPANT LOAD 221 QGG. BUILDING PERMIT C- .2 PEDESTRIAN PLAZA PLAN � J C-1.3 TRAFFIC CONTROL PLAN C-1.4 ILLUMINATION PLAN NUMBER OF STORIES: 1 C-2.0 GRADING AND DRAINAGE PLAN c� SUBMITTAL SET C-3.0 UTILITY PLAN Z L N ALLOWABLE FLOOR AREA CALCULATIONS: C-3.1 SEWER PLAN AND PROFILE 0 rn CISC-3.2 WATER PLAN AND PROFILE M OCCUPANCY, NON-SEPARATED CLASSIFICATION, PER I.B.C. 302.1, C-5.0 SANITARY SEWER DETAILS N WBASIC ALLOWABLE (M/V-B) 36,000 S.F. = O.K. 7-5-17 C-6.0 STORMWATER DETAILS LL C-7.0 WATER DETAILS ; C-7.1 WATER DETAILS z BUILDING AREA: C-7.2 WATER DETAILS r PROPOSED BUILDING AREA(FOOTPRINT) --- -------- 14,671 S.F. C-8.0 PAVING AND SITE DETAILS z C-8.1 PAVEMENT DETAILS CD TOTAL BUILDING AREA ----- .-. . .... .. 14,671 S.F. /^ J LANDSCAPE (2 SHEETS) v < REQUIRED PARKING: Q L-1 LANDSCAPE PLAN D N L-2 IRRIGATION PLAN 1/400S.F. / 14,671 S.F. --- -------- 37 STALLS O z PROVIDED PARKING BAITELLDRUGS REFERENCE DRAWINGS (19 SHEETS): L W AG000 GENERAL INFORMATION _j a- LLJ STANDARD -- -- -- -- -- 58 STALLS _ llf ACCESSIBLE -- -- -- -- -- 3 STALLS A-101 FLOOR PLAN - C j TOTAL PER ADMINISTRATIVE PARKING REDUCTION -- -- 61 STALLS A-102 HARD LID AREA PLAN Wcu A-103 FIXTURE & EQUIPMENT PLAN A-104 REFLECTED CEILING PLAN A-105 FLOOR FINISH PLAN CD WALL SH A-206 NTERIORIELEVATIONS co SCOPE PROJECT TEAM A-301 SECTIONS & DETAILS z m m PORTION OF TRACT C PER LEGAL DESCRIPTION ABOVE: A-401 ENLARGED FLOOR PLANS �p DEVELOPER: ARCHITECT: CIVIL ENGINEER: STRUCTURAL ENGINEER: LANDSCAPE ARCHITECT: GEOTECHNICAL ENGINEER: A-403 ENLARGED FIXTURE PLANS Ul Q m CREATE NEW BARTELL DRUG STORE SITE FROM PORTION OF TRACT C AT 7423 In 204TH STREET N.E,ARLINGTON,WA 98223. A-404 ENLARGED FIXTURE PLANS N REAL PROPERTY INVESTORS LLC LANCE MUELLER&ASSOCIATES PACLAND CIVIL ENGINEERS ENGINEERS NORTHWEST MAIN STREET DESIGN ZIPPERGEO A-601 DOOR SCHEDULE W N PROPOSAL TO CONSTRUCT NEW DRUG STORE WITH DRIVE UP WINDOW AT 2618 2ND AVE 130 LAKESIDE AVE,SUITE 250 1505 WESTLAKE AVE.N,SUITE 305 9725 3RD AVE.N.E.,SUITE 207 9402 TIDAL COURT 19023 36TH AVE.W.,SUITE D - A-602 SCHEDULES, ROOM FINISH SCHEDULE PHARMACY. PROVIDE PARKING FOR 61 CARS. SEATTLE,WA 98121 SEATTLE,WA 98122 SEATTLE,WA 98109 SEATTLE,WA 98115 BAINBRIDGE ISLAND,WA 98110 LYNNWOOD,WA 98036 ni (206)985-0109 (206)325-2553 (206)522-9510 (206)973-5423 (206)842-7886 (425)582-9928 MATERIALS & FINISHES SCHEDULE Q m FAX(206)328-0554 COKIII BILL FORTUNA70 CONTACT: MARK NAZARENUS CONTACT: KEN LONEY CONTACT: JAMES GEORGIS A-603 SCHEDULES, LIGHT FIXTURE SCHEDULE - Q ;aNfACL•CO HAROLD CHRSTENSEN EMAIL:BFORTUNATO®PACLAND.COM EMAIL:MARKN®ENGINEERSNW.COM EMAIL: MAIN-STREET®EARTHLINK.NET PLUMBING FIXTURE SCHEDULE U N EMAIL:HAROLDC®LMUELLER.COM A-604 SCHEDULE - EQUIPMENT 0 VICINITY MAP AE101 ELECTRICAL PLAN N N AE401 ENLARGED ELECTRICAL PLAN N N AE501 ELECTRICAL DETAILS lfl f0 Qo+ °ah NOTE: THE ABOVE DRAWINGS ARE PROVIDED FOR INTERIOR DESIGN INTENT. THESE w F 3 DRAWINGS ARE TO BE REFERRED WHEN LOCATING/PLACING ALL UNDERSLAB EQUIPMENT W CITY OF ARLINGTON GENERAL NOTES &UTILITIES FOR FIXTURES,SHELVING AND CASEWORK. BARTELL ASSIGNMENT DRAWINGS = L] DEFERRED PERMITS TAKE PRECEDENCE OVER THE ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATION ryy CONTENT AND INTERIOR FINISHING AND EQUIPMENT UNLESS OTHERWISE NOTED. WHEREILL N LL Q 1. THE JOB SUPERINTENDENT SHALL MAINTAIN AT THE JOB SITE A LIST OF THE SPECIAL INSPECTORS CONDUCTING INSPECTIONS ON THE PROJECT. INCLUDED ON THE LIST QUESTIONS OR CONFLICTS ARISE IN INTERPRETING EXACT LOCATIONS OF EQUIPMENT& W W to DEMOLITION PERMIT WILL BE THE INDIVIDUALS NAME,THE TYPES OF INSPECTIONS THE INDIVIDUAL IS QUALIFIED TO PERFORM,THE DATES AND TIMES OF EACH INDIVIDUAL WAS OR WILL BE FIXTURES, DIRECT INQUIRIES TO THE BARTELL DRUG COMPANY FOR RESOLUTION, w/ SITE so�war PRESENT ON THE JOB SITE,AND THE TYPES OF INSPECTIONS COMPLETED EACH DATE. COPY TO ARCHITECT. CONTACT FOR THE BARTELL DRUG COMPANY IS: W J ELECTRICAL PERMIT 2. NO BUILDING OR PORTION OF A BUILDING SHALL BE OCCUPIED OR USED FOR STORAGE PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. APPROVAL FOR J In �� OCCUPANCY IS ONLY GRANTED AFTER ACCEPTANCE BY THE BUILDING DIVISION, PLANNING DIVISION, FIRE MARSHAL AND PUBLIC WORKS DEPARTMENT. NO EXCEPTIONS. TBOB HE EDWARDS, MANAGER OF CONSTRUCTION &FACILITIES > W 0 PLUMBING PERMIT 3. SEPARATE PERMITS ARE REQUIRED FOR PLUMBING, MECHANICAL, ELECTRICAL, SIGNS, FENCES AND DEMOLITIONS. A SEWER CAPPING PERMIT IS REQUIRED PRIOR TO ANY COMPANY C) MECHANICAL(HVAC)PERMIT DEMOLITION WORK. (206)767-1182 U :1 - V_ s ve= n r w aok.v, 4. GREASE TRAPS AND OIL-WATER SEPARATORS REQUIRE SEPARATE INSPECTIONS DURING INSTALLATION AND BEFORE COVERING UP. BOBE®BARTELLDRUGS.COM 5 .re.. a FIRE SPRINKLER PERMIT 5. ALL REQUESTED CHANGES TO THE APPROVED PLANS SHALL BE PREPARED BY THE PROJECT ARCHITECT AND/OR ENGINEER AND SUBMITTED TO THE BUILDING OFFICIAL to ,,,r„r„g,•. FIRE ALARM PERMIT FOR APPROVAL. COPIES OF THE APPROVED PLANS SHALL BE ON THE JOB SITE PRIOR TO COMMENCEMENT OF WORK. PROJECT DOCUMENTS: 2 r� 6. THE FINAL SIGNED REPORT FROM THE APPROVED TESTING LAB SHALL BE SUBMITTED TO THE BUILDING OFFICIAL PRIOR TO FINAL INSPECTION FOR OCCUPANCY. W O o SIGN PERMIT 7. ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT STATE-ADOPTED CODES. U to RACKING/SHELVING OVER 5'-9" THE PROJECT DOCUMENTS CONSIST OF: Q - � � Y es y COOLERS 1. THE ARCHITECTURAL DRAWINGS, Q Z Q' J 2. THE STRUCTURAL DRAWINGS, jj 3. THE CIVIL DRAWINGS, 0 Q O o 4. THE LANDSCAPE DRAWINGS, J Q m p1u s,N. CITY OF ARLINGTON FIRE PROTECTION NOTES 5. THE ASSIGNMENT DRAWINGS AND SPECIFICATION BY BARTELL DRUGS. t - U see n 1. FIRE SPRINKLER SYSTEM TO BE DESIGNED AS ORDINARY HAZARD - GROUP II THROUGHOUT THE BUILDING. A PROJECT ADDRESS 3. ALLL HYDRANTS ANTTS ALRE ER TO BE INPROTECTSTALLED ALLED UNDEANDLO OPERATIONAL PRIORCANOPIES IFUTODANY BY COMBUSTIIBLEIRE STORAGER OR MATERIAL STORAGE. • •O'O 0 7423 204TH STREET N.E.,ARLINGTON,WA 98223 I OCCUPANCY / EXIT ANALYSIS: PLAN LEGEND ABBREVIATIONS GENERAL NOTES = DOOR NUMBER 1. SCALE SHOWN OR OTHERWISE INDICATED ON THESE DRAWINGS, IN PRINT OR A.C. ASPHALTIC CONCRETE INSUL. INSULATION ELECTRONIC MEDIA, IS INTENDED FOR ESTABLISHING SIZE AND PROPORTION ONLY, EARTH PLAN KEYNOTES(SHEET ADJ ADJUSTABLE/ADJACENT INSTL INSTALLATION DO NOT SCALE THIS OR ANY OTHER DRAWING PRODUCED MANUALLY OR A2.0) ALT ALTERNATE INT. INTERIOR ELECTRONICALLY FROM THIS OFFICE IN REGARD TO THIS PROJECT. THE ACCURACY OCCUPANCY LEGEND: GRAVEL/ROCK ONUMBER ELEVATION AFF ABOVE FINISH FLOOR IRRIG. IRRIGATION OF THE DRAWINGS SHOULD NOT BE RELIED UPON TO REFLECT EXACT DIMENSIONS OF EXISTING,PROPOSED OR AS-BUILT CONDITIONS. NTERIOR ELEVATIONS ALUM ALUMINUMSHEET (SHEET A2.4) ARCH. ARCHITECT or ARCHITECTURAL JAN JANITOR 2 DRAWINGS ARE DIMENSIONED TO FACE OF STUD,BLOCK, CONCRETE,OR EDGE OF M OCCUPANCY (NO HATCH) CONCRETE L ANGLE JST JOIST CONCRETE SLAB, UNLESS NOTED OTHERWISE. DIMENSIONS DENOTED AS "CLEAR"OR 4 L- ANOD. ANODIZED 'CLR."ARE TO FINISH SURFACE. ® ASPHALT PAVING 2 DETAIL JT JOINT DETAILS ACT ACOUSTICAL or ACOUSTICAL 3. THE BUILDING SHALL COMPLY WITH BARRIER-FREE ACCESSIBILITY REQUIREMENTS. B OCCUPANCY A1.2 SHEET ® AT CEILING TILE LF LINEAL FEET ALL DOOR LOCK AND LATCH SETS SHALL HAVE LEVER HANDLES, PUSH-OPERABLE OR �_L��/L__LLI__LLLJJJJ WOOD FRAMING NUMBER LS LANDSCAPE OTHER DEVICES ALLOWING OPENABILITY BY WRIST OR ARM PRESSURE. -_ BLOCKING OR SHIM AA SECTION B.D. BIDDER-DESIGN 4. REQUIRED FIRE HYDRANTS SHALL BE INSTALLED PRIOR TO ANY COMBUSTIBLE S-1 OCCUPANCY BUILDING SECTIONS BE. BOARD LT LIGHT MATERIALS BEING PLACED ON SITE. .0 FINISH WOOD TA3 SHEET (SHEETS A4.0-A4.5) BDC BARTELL DRUG COMPANY LTG LIGHTING NUMBER B.F. BARRIER-FREE 5. IDENTIFY ALL EXIT DOORS WITHIN 200'TRAVEL DISTANCE W/EXIT SIGNAGE. EXIT ANALYSIS LEGEND: / REVISIONS BLDG. BUILDING MAT'L MATERIAL PROVIDE ILLUMINATED EXIT SIGNS AND EXIT PATHWAY ILLUMINATION,PER CODE. /� GLASS(ELEVATION)ROOM WALL TYPES (SHEET A4.6) BLK'G. BLOCKING MAX MAXIMUM 6. SEE REFERENCE DRAWINGS BY BARTELL DRUGS,BOUND AT THE BACK OF THIS A� OCCUPANCY ® _--_ BM. BEAM SET, FOR ADDITIONAL INFORMATION. THESE REFERENCE DRAWINGS SUPERSEDE GLASS(SECTION) n TABLE: AREA OF ROOM (SF) 2 I I B.O. BOTTOM OF MECH MECHANICAL CONTRARY DIRECTION IN THE"STORE SPECIFICATIONS"BY BARTELL DRUG COMPANY �= o 0 / GYPSUM WALL BOARD ENLARGED ("BDC"),WHICH IN TURN SUPERSEDE THE LANCE MULLER ARCHITECTS DRAWINGS o 200 ✓ Al2 PLANS DETAILS B.O.C. BOTTOM OF CONCRETE MED MEDIUM WHERE CONFLICTS OCCUR, U.N.O. FOR QUESTIONS SPECIFIC TO INTERIOR EQUIPMENT OCCUPANT LOAD FACTOR I I / 100004 CAULKING/SEALANT B.O.M. BOTTOM OF MUNTIN MEZZ MEZZANINE AND LAYOUT, DIRECT RFIs AND CLARIFICATIONS TO BARTELL DRUG COMPANY: BOB 2 (IBC Table 1OCCUPA ---- PLYWOOD B.O.R. BOTTOM OF REVEAL MFGR or MFR MANUFACTURER EDWARDS(206)767-1182. NUMBER OF OCCUPANTS IN ROOM B/S BUILDING STANDARD MIN. MINIMUM or MINUTE - _ 7. SUBMIT SHOP DRAWINGS OF ALL SUPPLIED EQUIPMENT, DEVICES, SYSTEMS& BRICK/CMU BTWN. BETWEEN MISC MISCELLANEOUS COLUMNS OR LAYOUTS FOR BDC APPROVAL PRIOR TO ORDERING/INSTALLATION. OCCUPANT LOAD ACOUSTIC TILE A GRID LINES MTD MOUNTED a cm—OCCUPANT DOOR OR CAB CABINET MTL METAL 8. ALL BUILDING ENTRANCES AND ALL INTERIOR AREAS ARE TO BE BARRIER-FREE RIGID INSULATION C.B. CATCH BASIN MILL. MULLION ACCESSIBLE,WITH MAXIMUM 1/2"GRADE CHANGES ACROSS DOOR SILLS,AND ALL SG EXIT EXIT *(OR) T TEMPERED GLASS C.I.P. CAST IN PLACE ACCESSORIES, FIXTURES&EQUIPMENT MOUNTED PER ADA REQUIREMENTS. MAINTAIN 0 ® THE FOLLOWING ADA CLEARANCES ON THE LATCH SIDE OF ALL DOOR OPENINGS: MIN. GATT INSULATION CIRC CIRCULATION OCCUPANT LOAD S SPANDREL GLASS N/A NOT APPLICABLE 18"ON THE PULL SIDE& MIN. 12"ON THE PUSH SIDE. 910 AT EXTERIOR EXIT ® METAL C.J. CONSTRUCTION or COLD JOINT NIC NOT IN CONTRACT CLR CLEAR or CLEARANCE NO. NUMBER 9. AS REQUIRED,PROVIDE ADDITIONAL PORTABLE 2A-10BC FIRE EXTINGUISHERS O CLG CEILING NOM. NOMINAL 1/3000 SF&NOT TO EXCEED 75'OF TRAVEL,AND AT MOUNTING HEIGHT OF+42" DISTANCE OF TRAVEL AFT TO TOP OF EXTINGUISHER. LOCATIONS AS APPROVED BY FIRE MARSHAL. EXIST ACCESS TRAVEL DISTANCE it CENTERLINE NTS NOT TO SCALE 1W`' (GROUP M -250'ALLOWED CMU CONCRETE MASONRY UNIT 10. SEE SHEET A4.6 FOR WALL TYPE LEGEND AND SHEET A2.5 FOR DOOR&ROOM FOR SPRINKLED BUILDING) COL COLUMN OC ON CENTER FINISH SCHEDULES. START POINT GOING CONCRETE SEE BDC REFERENCE DRWG.A-105 FOR ADDITIONAL FLOOR FINISH INFORMATION. O.D. OUTSIDE DIAMETER SEE BDC REFERENCE DRWG.A-106 FOR ADDITIONAL WALL FINISH INFORMATION. PATH OF TRAVEL CONST CONSTRUCTION O.G. ON-GRADE SEE BDC REFERENCE DRWG,A-104 FOR ADDITIONAL LIGHTING/REFLECTED CEILING END POINT CONT CONTINUOUS INFORMATION. O.H. OPPOSITE HAND O v COORD COORDINATE OHNG OVERHANG SEE BDC REFERENCE DRWG.AE-101,AE-401 AND AE-501 FOR ADDITIONAL CPT CARPET OPN'G OPENING ELECTRICAL INFORMATION. CT CERAMIC TILE OPP. OPPOSITE 11. PROVIDE TACTILE EXIT SIGNS CONFORMING w/IBC SECTION 1013.4 AT EACH OF r 35 117 70 °a a 1529 CT'D COATED THE SCHEDULED EXITS,WHICH SHALL CONFORM w/IBC SECTION 1013. 0 LF 400 100 a 0 PERF. PERFORATED 1 DTL DETAIL PERE. PERPENDICULAR Z L N p p DAM. or 4 DIAMETER PERIM. PERIMETER 0 Cl- _ _ DIM DIMENSION � O ,q _` ON DOWN P.J. PANEL JOINT Q H IF R or PL. PLATE or PROPERTY LINE V1 a ONSET DOWNSPOUT P.LAM PLASTIC LAMINATE V/ 1 1 DS DOWNSPOUT PLYWD PLYWOOD > Z T --- DR DOOR PNL PANEL 1 0 DRWG or DWG DRAWING L_ © IT WIDTH REQUIRED THIS EXIT= PR PAIR �r x .20 = L2 PREFIN. PREFINISHED ` z 733 '1 EA EACH PROVIDED J 12 cam__- ` „ xir E.LF.S. EXT. INSULATION FINISH SYSTEM PROP PROPERTY SHOP DRAWING SUBMITTALS & RFIs: 120 -_ 1 IT WIDTH REQUIRED THIS EXIT= EL ELEVATION PT PAINT or POINT Q 100 r-J°'�-� 43 1 =21 6" ELECT ELECTRICAL P.T. PRESSURE-TREATED or V/ 1 ----=-J----i 1---- e 13 NOTE THAT THE BARTELL DRUG COMPANY HAS PRIORITY REVIEW OF ALL ASPECTS OF w "PROVIDED ELEV ELEVATION OR ELEVATOR POST-TENSIONED THE WORK,AS DEFINED IN THE BARTELL DRUG COMPANY SPECIFICATION GENERAL 2 € I� I`�� _r (VA 2 ENAM. ENAMEL CONDITIONS. ADDITIONALLY,THEY WILL HAVE THEIR REPRESENTATIVE ATTEND ALL o Z -_ - = -i-aa 1 _- _ 1 '-____ ______ EQ. EQUAL R RADIUS PRE-CONSTRUCTION, PRE-INSTALLATION& PROGRESS MEETINGS DURING THE COURSE ❑ 16 -ITS 708 _F,081 E.S. EACH SIDE RE RESILIENT BASE OF CONSTRUCTION. L LW 0 elo 11 ESMT. EASEMENT RFGR REFRIGERATOR REGARDING CONTRACTOR SUBMITTALS,NOTE THE FOLLOWING ITEM 1.2.1: IA—i r Al _ _ � _ o GI a le EX. or EXIST. EXISTING RENE REINFORCEMENT 16 ICI II _ ilwl u _ II _ 1 II Ihl a IE EXT. EXTERIOR REO'D REQUIRED D. Bartell Drugs shall be given the opportunity to review the following submittal LU 0 (� packages including but not limited to the following listand shall be provided with 0 sl II REQ'T.S REQUIREMENTS 0EIE copies of these submittal packages and shop drawings a minimum of 30 DAYS �_ F. FACE RET. RETAINING PRIOR to the product's installation. Bartell Drugs will not be responsible for -6 59 ICI _ _ _ o �I`„II _ I' IEI IE P 9 P 0 FAB. FABRICATE REV REVERSE or REVISION additional costs associated with changes in work necessitated by inadequate O D It qI - m '` FACT. FACTORY RM ROOM opportunity to review submittal packages. N • I Iw II elu .I ICI __� PC FACE OF CONCRETE RO ROUGH OPENING `` M -- i Roofing structure and materials M ^ N 3 - - 3 FF FACTORY FINISH . All door, window and storefront systems Z W 173 �" a 0869 =1 I�i II "II FH FIRE HYDRANT SAN. SANITARY All door, window and hardware 15 1 60 I� , FIN FINISH S.C. SOLID CORE All door, window and storefront equipment including motorized operators Roll-up gates and grilles �p ra 15 IL L_ - r n = 1 rn �n An rn FLR FLOOR SF SQUARE FEET U1 Q m uL uS �Lr`J L-rh Lrh rr5i _JI� Acoustical Ceiling N ' E 54 ` u u l II ��I a SI SQUARE INCH Coverings ' - FODTN FURNISHED BY OWNER, SMT SHEET HVAC 9 __________ ______�__ 180_____ Is. FLUOR FLUORESCENT Stain,Sealants 0 ® - m 0 - F.O. FACE OF Plumbing and Plumbing accessories m TOTAL EXIT LOAD FROM SALES, PHARMACY AND STORAGE= 16 Electrical — Q ip 181 + 16 + 16 + 2 = 215 ° 1 - IE INSTALLED BY CONTRACTOR SPRKLR. SPRINKLER Lighting U ❑ I� _ 1 Fire Alarm Systems N 438 F.P. FIRE PROOF or FIRE PROTECTED SQ SQUARE Fire Suppression Systems O 3�0 DISTRIBUTED LOAD=21 2= 108 - --� • pP y L It FR. FRAME OR FRAMING ST. STL. STAINLESS STEEL EACH EXIT F.R. FIRE-RATED or FIRE-RETARDENT N STD or STND STANDARD � N F.S. FACE OF STUD STL. STEEL SHOP DRAWING SUBMITTALS,RFIs AND FIELD QUESTIONS RELATED TO SPECIFIC lit i FT FOOT/FEET STRUCT. STRUCTURAL COMPONENTS DEFINED IN THE BARTELL DRUG COMPANY DOCUMENTS ARE TO BE On 11 �l FTIC FURNISHED BY TENANT DIRECTED T0: SUSP SUSPENDED Q F ¢ Cj INSTALLED BY CONTRACTOR 3 -- - S &V STAIN &VARNISH BOB EDWARDS MANAGER OF CONSTRUCTION&FACILITIES �-- I FTG. FOOTING ,y - I THE BARTELL DRUG COMPANY K1 w 1 J sr 1 FURN FURNITURE FURNISHINGS TELE TELEPHONE (206) 767-1182 U H BOBE®BARTELLDRUGS.COM ¢ TEMP TEMPERED or TEMPORARY w 1 - GA GAUGE THERMO THERMOSTAT FOR THOSE SUBMITTALS GOING FIRST TO BARTELL DRUGS, PROVIDE TWO ADDITIONAL W W an REQUIRED THIS EXIT= GALV GALVANIZED 21.6" G.C. GENERAL CONTRACTOR T.I.ITENANT IMPROVEMENT ADDITIONAL SUBMITTAL REVIEWTIME FORNARCHITECT''SDREVIEW/COORDINATIONEOF K J PROV}D 13 ED GL GLASS/ GLAZING VE BARTELL DRUGS'REVIEW COMMENTS. PLAN ALL SUBMITTALS TO ALLOW SUFFICIENT f.r 1 = 7 3 TJ TOOLED JOINT TIME IN THE CONSTRUCTION SCHEDULE FOR ALL REQUIRED REVIEW. N GWB GYPSUM WALL BOARD T.O. TOP OF W W w 6 I u�'`U 5. GYP. GYPSUM - 57 exn TS TUBE STEEL 3 I ; I L____________ L cxlo- 57 L_____ 5 ,._ TYP TYPICAL Z C 2 v1 a I r 57 �_ HD HOSE BIBB U.N.O. UNLESS NOTED OTHERWISE L xI H.C. HANDICAP or HOLLOW CORE w r-- _ -,6,1 HOW HARDWARE W 0 i 'Ill REQUIRED THIS EXIT= HD.WD. HARD WOOD VAR VARIES (/) [] U rn 372 53 ••= 11.4" HM HOLLOW METAL VCT VINYL COMPOSITION TILE Y 60 ROVIDED N Z HOR. HORIZONTAL VEN VENEER HR HOUR VERT VERTICAL Q o - I. WIDT RECUR HT HEIGHT VFY VERIFY Q J Q m HIS EXIT= HVAC HEATING,VENTILATING & 7 x .20' = 11.4 AIR CONDITIONING w/ WITH Z sheet 0 48"PROVIDED w/o WITHOUT Q N I.D. INSIDE DIAMETER WC WATER CLOSET or o IN. INCH WALL COVERING FLOOR PLAN EXITING PLAN INCAD INCANDESCENT WD WOOD AO�') WNDW w �� SC012: 1/16"=V-0 INCL INCLUDE W.P. WATER WPROOF LLJ ANCHOR BOLTS. SIZE AND LIGHT STANDARD: j LENGTH AS RECOMMENDED TUBE STL. POLE, AND PROVIDED BY POLE AS SCHEDULED MANUFACTURER. PROVIDE COLOR-MATCHED BASE COVERS OVER ANCHOR BOLTS 3/4"CHAMFER EDGE 24"0 FORMED CONCRETE BASE- FILL VOIDS- PAINT w U I I o 2w FINISH GRAD E lir#30TIES 6#5 VERT. P.V.C.CONDUI T, PER ELECT. DRAWINGS - o o ry XIff POLE BASE � A -- ILLEGIBLECAP __--- // I I �3 �` I I o S88'34 04 E PHARMACY -- I DOME CONCRETE TOP N 2 / PAINT � CAP ---- ----------------------- �I i 1 / 6"0 STEEL PIPE FILLED s ss—ss—ss—ss—ss ss ss ss ss ss ss ss �, ss ss ss ss ss- B w/CONC. PAINT � SAFETY RED 12"02•CONC. CURB 0 � ALONG ENTIRE NORTH I I — IIII a FACE OF BUILDING 18"SQ. CONC. FIG.TO POF BULNG TO ID _ I I I� _ �II I I POLE LIGHT I I I I O J FOOTING �I krM. I -- ----- -------------------- _� Irk Z co ITENITENITEII J � BOLLARD T DR HRU o= 0 I Q > o 6 Scale: 1/2"=1'-0" ou I / I (n Z 1 DRUGSTORE- I '0 D L 14,671 SF -I. POLE LIGHT I " yj 4•' ; O I p o z - BUILDING PAD NOT PART OF THIS PERMIT I _j /� � � 'a LV f I 54'-2" 2'-8•' 101'-4" 95'VARIES Cu � ��/ o a I (V - -------- -- z m m ti I l II N Qm / I O P I � I W I L � � � I I I IIII � N Noe6 I I Q ' .,Z. AL2 I Q 0 I /� I �� I � - � III I [� o ACCESSIBLE PARKING SYMBOL o a ® ® ® ® ® ® ® ® I — / 0 Scale: NOT TO SCALE / / J 1 1 N nn �n 4'2= Li-ARBHGHT.eRE ——E -- — — — ————— m / EDGE ERIES OR AP ROVED - EQUAL SEE CIVIL DRAWINGS FOR NN DIMENSIONS OF PARKING, POLE LIGHT WITH CONCRETE POLE LIGHT CURBS AND SITE FEATURES. - 3 o m OFS(3)ON E PER 1BARTL 5I�TCE� EDGELISERI S R APPROVE D I J GHT POLE.,,GREE` W N CREE DGE S RIES R EQUAL APPRO ED E AL. y �' /" �/ O i o N 310' "E W - s -'5 01' N 9'06'06"E — — — — — — �o -� — _ / o '� — — - - J Ian z f MAC NAIL& __ HER 5 i - - — OHP O OHP� W � % OH north 0 Z Y - _ rARA R=25.00' I Q D i 4=Fd'22'10" / w�� w-w-W- NO° 0 20 E \ Z J Q m -W-W- I TOP Soup LID Ce=125.2s 1 35.09' Q WW - cr 4 i I J sheet INV.6"PVC 5.=121.4E - 204TH ST. NE"PVC W. (CAPPED)=127.33 T9P 5 LID LID C8=126.33 INV. 8'0 / NV 8"PVC 5.=123.10SEINV 8' PVC E1 . 0 _—_ 1 A1 .0 �IRa°n F'nF"� oF7n Fz' � �.... _.,_ a.z� __ --- \ 1 140.57' / w SITE PLAN 17 Scale: 1"=20'-0" (N 16'-C" 13'-4" SOLID CAP SEE ENLARGED (CMU-6 COLOR) ELEVATION 6/A1.1 MAIN BODY FOR DETAIL - BLOCK COLOR c> -- -- - - - (CMU-1) BELT COURSE -- -- -- -- (CMU-2) 3 Id ACCENT BLOCK a -- -- -- -- COLOR (CMU-3) I WEST NORTH -------LANDSCAPE PLANTER 3 7'-8 5/8" 13'-4„ 23'-3 3/8" o 17 NOTE:TRASH ENCLOSURE TO USE SAME BUILDING A1.1 MATERIALS AND MATERIAL BANDING AS MAIN BUILDING. 13'-4" 16'-0" SOLID CAP SOLID CAP ----------------- MAIN BODY MAIN BODY 3 BLOCK COLOR I BLOCK COLOR BELT COURSE BELT COURSE 4 x 6 x 16 STND. o DUMPSTER ENCLOSURE, SMOOTH-FACE CMU s I ® CONSTRUCTED OF BLOCK ACCENT ACCENT BLDG.-MATCHING CMU BLOCK - 'CONTAINER-BUMPER" BLOCK COLOR BLOCK COLOR n SOUTH NORTH W/SOLID CMU CAP INTERIOR PERIMETER OF 3 WALLS OF 3 o o CONC.SLAB SLOPED TO ENCLOSURE- MORTAR TOP VIEW r o TRASH ENCLOSURE ELEVATIONS STEEL GATES, UTILIZING PREFIN. METAL OPENING. IN-PLACE, NO REBAR I 3'-2 3/8" (t3/8") 1 SEE CIVIL DRAWINGS. SIDING TO MATCH THAT OF BLDG., w/ REO'D Scale: 1/4"=1'-0' GALV. STL. KANE BOLTS AND KEEPER 3 _ SLEEVES AT THE OPEN AND CLOSED a Y_tt EZ� POSITIONS. I ( mm) i; DEEP-PROFILE, PRE FINISHED METAL SIDING TO MATCH a 11 CANOPY COLOR AND INSTALLED HORIZONTALLY. 3 I CYCLOOPS BIKE RACK FOR < wo HSS 4x4 A1.1 1"GAP AT CENTER 5 BICYCILS w GATE FRAME PROVIDE PADLOCK HASP I I � T.O.CAP& _ _ 3 I MODIFIED GATE ____ ___ ____ __ __ ____ ________ /-- T.O.EX.GATE -- ---- \— --- --- / ------- — — — — I �Fnasm aluo[ -- =----- ------ ------- 3 3'-0" (i3/8') HINGE _ __-- -__�1---_- ____-1�-__ ---- LANDSCAPE PLANTER D] --\ — ___ -- —_-- ---- -- --_ — /-- / I I FRONT VIEW STL ANGLE _ _---- __-�--_- --_- --- __--- - 3 TT FRAME& --- __-- --- --- --- --- --__ HSS STL /___ arcLoors SET SCREW o BRACES - - -- --- --/- LED SHOE BOX FIXTURE ON 20' POLE / l I (TYPICAL-1) [n BEHIND SIDING --- --JI----- - -- -----JI-- --- yy-�y mcLoovs _ -t WITH CONCRETE BASE. TYPICAL OF / i1P�016mC Z - ------ / 3 LOCATIONS ON BARTELL SITE. / W-1 () 3 (TYPICALV2)HINGE 5/8'(16 mm)DIAMETERxOLES PROVIDED FOR—_ -_ ANCxORSBY OTHERSYu CONCBEIF FOOBNG 124 . (TYPICAL-8) J PIPE WITH FLANGE (TYPIC2111-AL-2) V M T.a.SLAB north 21)0-5-E(DIRECT EMBEDMENT) 21)0-5-P(PEDESTAL MOUNT) Z � N 8 O PROVIDE KANE BOLT� 0 KEEPER SLEEVES GALV. STL. KANE BOLT ON FRONT SIDE OF FA.PAVEMENT AT OPEN GATE / U j GATE POSITION GALV. KEEPER SLEEVES AT OPEN AND CLOSED POSITIONS OF BOTH GATES - ENSURE THAT"OPEN"SLEEVE POSITION DOES 6 ENLARGED GATENOT LLELEVATION GATE FRAME TO EXAT TRASHANENCLOSURE D HIT FLAT BAR STOP OR END OF BLOCK WALL-ttP. EA. GATE 8 TRASH ENCLOSURE PLAN 0 BIKE RACK Q o Scale: 1/2"=1'-0" Scale: 1/4"=1'-0" Scale: N.T.S. FACE OF BUILDING z 3"x3"ANGLE HANGERS L_^ J 5/8"DIA. BOLTS = W Q STL. PLATE w/EMBEDS, PER uL CMU BLOCK ENCLOSURE WALL STRUCT. - PAINT 3/4"ANCHOR BOLTS INTO li if 16'-0" BUILDING CMU WALL Q O Z 1-1/2"x1-1/2"STL.ANGLE WELDED Lu GATE HINGE FABRICATED FROM TO GATE FRAME ALL AROUND, PER (2) STL. PLATES w FULL FLAT BAR - W / STRUCT.,OFFSET 1/4"FROM B.O. 4'-1" 3'-11" 3'-11" 4'-1" RADIUSED ENDS,DRILLED TO STOP EX.TOP HSS RECEIVE 3/4"0 BOLT,WASHERS A HSS 4x4 - PAINT FACE OF BUILDING _ GATE FRAME AND NUT-WELD ONE PL.TO o • I!� CO EMBED PLATE,THE OTHER " HSS 1-1/2"xi-1/2"STL •�/ 4 4 4 4 4 4 4 4 4 ^` TO GATE FRAME,ALL PER > BRACES&TENSION TIES 3Y" 3Y" C Y/ PREFIN. MTL. WELDED TO STL.ANGLE, PER STRUCT. - (2)TOTAL U. 4%4'x3 16"GALV. SIDING-START ONCE STRUCT. - PAINT T O 1-1/2"xi-1/2" GATE- PAINT - - LAYOUT FROM n PIN TIC TUBE STEEL STL.ANGLE TOP,BEGINNING ^ PERIMETER AND N WELDED TO GATE FRAME w/FULL VALLEY INTERMEDIATES II a) ^ N LEG, USING / 2"x2"GALV.TUBE II COLOR-MATCHED GATE FRAME: HSS 4x4x-4 SIDES, STEEL HORIZONTALS II Z FASTENERS w/WELDED CORNERS - PAINT _ FOR WOOD II PREFIN. MTL. SIDING TO MAT o CH ATTACHMENT II N Q m PROFILE COLOR OF METAL j ALL STL BAR,ANGLES&PLS TO BE GATE FRAME, CANOPIES, FASTENED TO STL. II L GALVANIZED& PAINTED HINGE&BLOCK ANGLES& HSS- PRIME&PAINT II Lid n7 BACKSIDE&SUPPORTS TO MATCH - N II m 2"x2"x6'-O"STAINED II Q CLEAR CEDAR II N U n T.O. GATE SECTION (JAMB SIM.) 2 GATE HINGE DETAIL - PLAN VIEW ;; 0 Scale: 1 1/2"V-0" Scale: 1 1/2"=1'-0" u N ��EE�� N N U1 EO 4(3.625") x8x 16 CMU Q F 3 SOLID CAP TO MATCH CMU 6, o SLOPED TO DRAIN TO OUTSIDE T.O.CAP®OUTSIDE vJi OF ENCLOSURE DOWELED TO [] w F.O.WALL BOND BEAM. 4%4%3/16"GALV. ry Q GATE TUBE STEEL PERIMETER u W BOND BEAM., PER STRUCT. AND INTERMEDIATES. to PAINT TO MATCH W W U) AT SPLIT-FACE 8x8x16 INTEGRAL COLOR SMOOTH& CANOPIES. N J BLOCK, USE SMOOTH END UNITS _ SPLIT-FACE CMU BLOCK,AS NOTED, J MATCHING BLOCK USED ON BUILDING, 2"x2"GALV.TUBE STEEL Q W N AT(2)FREE WALL ENDS ,.1 � w/CLEAR SEALER FLOOD COAT OVER HORIZONTALS FOR WOOD _ ALL EXPOSED SURFACES ATTACHMENT. - a W 7 5"CONC. SUB,PER STRUCT.,SLOPED 2"x2"x6'-0"STAINED Q � m " 12 TO DRAIN, PER CIVIL DRWG.S - CLEAR CEDAR. I A1.1 PROVIDE LIGHT BROOM FINISHE. & N SEALER N W p 4 x 6 x 16 STND.SMOOTH-FACE U U W CMU BLOCK CONTAINER-"BUMPER" O x FULL LENGTH OF ALL WALLS OF Z Q ENCLOSURE- MORTAR IN-PUCE,NO FINISH FLOOR LEVEL FINISH FLOOR W 0 REBAR REO'D Z J Q m N T.O.SLAB 20 Q A1.1 , J sheet t6 C86! �o 00 �o 0o J FOOTING&SUB PER STRUCT. w 6 PARTIAL SIDE ELEV. AT GATE WALL SECTION AT TRASH ENCLOSURE ACCENT TRELLIS ELEVATION ACCENT TRELLIS SECTION N Al Scale: 1/2"=1'-0" 17 Scale: 1/2"=1'-0" 18 Scale: 1/2"=1'-0" 20 Scale: 1/2"=1'-0' I I I 8'-0" CONCRETE SIDEWALK ACCESSIBLE PARKING CONCRETE WHEEL SYMBOL STOPS PER CIVIL DASHED LINE_ PAINTED ACCESSIBLE CANOPY ABOVE I_ PATHWAY 12'-6 19' 0.. ACCESSIBLE CURB CUT PER CIVIL DRAWINGS 0 ACCESSIBLE PARKING U SIGN (TYP. EACH H.C. - 99 STALL) PER CIVIL. 6 2 a0 N89° 06 E 258. 00 CYCLOOPS 170 5 BICYCLE SALES FLOOR — — _ RACK COLD TO MATCH BENCH AND TRASH RECEPTACLE. 7 ----J d A. PROVIDE MINIMUM 12'-0"x 55'-0"x 5" THICK FIBER REINFORCED CONCRETE STORE ENTRY <°p °yn LOADING APRON W/MIN. 12"STRUCTURAL �71FILL BELOW OVER FIRM AND UNYIELDING \ A110 SUBGRADE. MAIN ENTRY L' STACKING FOR (1)CAR AT PHARMACY p Q LANDSCAPE ! DOOR r� _ DRIVE UP WINDOW AND 4 4 - 4 p. Q ` B o L- MAIN ENTRY O PLANTER -- - - L__iil = VESTIBULE DOOR - S P ADDITIONAL CARS. EACH STACK SPOT p �i �`� //y DESIGNATED IS 10'-0"x 20'-0". Q p ' Q p Q `CONCRETE SIDEWALK a p 55'-0" p 18'-2" ° °° ° ° CONCRETE APRON AT DRIVE UP o� ACCESSIBLE ACCESS TO J.. WINDOW. 204TH STREET N.E. 6 _ -- :z -------- ---- 12 WIDE WHITE TRAFFIC PAINT STOP LINE AND 24" ^ PAINTED YELLOW DIRECTION ARROWS T "'a L.L- of I I I I --- I DRIVE UP WINDOW STACK LINE I HIGH STOP LETTERS o o V o 1 LLLIII - ° CONCRETE WALK AT DRIVE UP WINDOW N GPI g� L--------------- -J FIRE RISER ROOM cl BOLLARDS PER v ry LANDSCAPE '^ 6/A1.0.TYP. OF(2) I • O O 0 O O O 0 0 PLANTER NJ L------------ ----- ---- ------------�--- ------J 17'-1„ LANDSCAPE DRIVE UP WNDOW WITH CANOPY 6'-0"WIDE x 7'-4"HIGH _ _moo PLANTER ABOVE.SEE EXTERIOR LOADING DOOR WITH ELEVATIONS. CANOPY ABOVE 42"BOLLARD 12"WIDE x 12"HIGH CONCRETE LIGHT.�p CURB AT BASE OF NORTH EXTERIOR 1 _ WALL L STOCKROOM CANOPY ABOVE Z U LANDSCAPE PHARMACY � PLANTER O J SEE CIVIL DRAWINGS FOR MAN DOOR (EXIT) DETAILS OF WALK TO --J 0 VI M PLAZA AT CORNER OF Z L N 204TH STREET N.E. & HIGHWAY 9. 0 co C D F +� Q Q > z ENLARGED ACCESSIBLE PARKING & ENTRY PLAN ENLARGED LOADING AND DRIVE UP STACK AREA o 6 Sccle:1/8"-1'-0" 8 Sccle:1/8"-1'-0" (D � Q Ld� Q ILL, 0 z L w a- w o _J � a, Lu (a v' o N 3 Q >1 MM MM N Z W W ti N Q m m W N — N QN Q �O U N 0 ul N rYrnn1 N N U1 m Q F 3 U ff J W wul Q J F— J o Lj J W N to Z W W o U to V Y LL Q D w r � sheet Z A1 .2 w q ° F NOTE: I 7 -A 104'-0" KEYNOTES BELOW ARE FROM ASSIGNMENT SET AND RELATE TO INTERIOR DESIGN. DRAWINGS BY LANCE MUELLER ARCHITECTS SHOW BUILDING DESIGN AND INTERIOR LAYOUT IN RELATION TO STORE LAYOUT. LIFE SAFETY AND BUILDING 8" 22' 0" - r 6'-0" D. 8,4 33'-9" 33'-11 8" CODE RELATED ISSUES ARE SHOWN ON THESE PLANS. INTERIOR DESIGN,SHELVING,STORE FINISHING 91NCLUDING D J p o PLUMBING&ELECTRICAL CRITERIA)ARE SHOWN ON THE ASSIGNMENT SET. ————— KEY NOTES SORE OPENING WITH GRILLE/GATE.INCLUDE ALL ERNE --------- ---------- ---------- STRUCTURAL ELEMENTS FOR GRILLE GATE.WHEN OVERHEAD 1 � o� � NON-SLIP RECESSED WALK-OFF FLOORING SYSTEM PER BARTELL MOTORIZED GRILLE IS USED ENSURE MOTOR AND COIL ARE - / SPRNK. oPry _ O 48/19 48/19 48/19 48/19 _I SPECIFICATION OR BUILDING STANDARD SYSTEM AS APPROVED BY INSTALLED ONSECURE SIDEOF THE PHARMACY AND PROVIDE RISER ioN 9BO1 vlai svlAi "r 2 0 ~ - i- __ __ __ __ ACCESS ABOVE ADJACENT CEILING GRID ON THE PHARMACY SIDE I _ y SEE REFLECTED CEILING PLAN BARTELL. 33 �� 5 AND STRUCTURAL DRAWINGS 2 E2 RETURNS 1N REFRIGERATION EQUIPMENT BY G.C.VERIFY POWER REQ'S PER ONLY,SALES FLOOR SIDE OF SOFFIT SHALL NOT BE ACCESS IBLE.SEE S ci 115 RM. H FILE F -1 " OFFICE — FOR WALL FRAMING WHERE ELECTRICAL PLAN AND MANUFACTURER SPECIFICATION.VERIFY ELEVATIONS SECTIONS,BARTELL SPEC.FOR DETAILED REDS. zo �100 y�rl J,I 1 14 SERVICE ACCESS LID ABOVE. n 26 _ 2 REMOTE COOLING REQ'S.PROVIDE ALL ITEMS INCLUDING POWER COORDINATE ANY CASEWORK CLEARANCE AND INSTALLATION WITH 7u SIM = K REQ'D AT REMOTE LOCATION.BARTELL WILL EXTEND NATIONAL BARTELL. __I_ _� svini 9 - Iia J LJ EXTRA SHELVES A4.2 -� PRICING WHEN AVAILABLE. MOTORIZED OVERHEAD COILING GRILLE PER BARTELL SPEC.PROVIDE a PHARMACY R Pel+r G.C.TO PROVIDE AND INSTALL ALL REDD STRUCTURAL ELEMENTS KEY-OPERATED SWITCH PER ELECTRICAL PLAN.NO FLOOR-OR 7 32 seal 3 Lf9Ej �„ CANOPY FOR SUSPENDED AND CANTILEVERED CEILING ELEMENTS.CEILING COUNTER-STRIKES PERMITTED,ALL LOCKING MECHANISMS MUST 1€...... a A p,c �r 5 S ORAGE ,' BOVE.� 5 ELEMENTS BY BARTELL INSTALLATION CEILING BARTELL.ELECTRICAL LOCK AGAINST SIDE WALLS AND GUIDES.WHEN AT PHARMACY, - i =3I�C 5 1 13 51 4T 23 111 CONNECTIONS AND STRUCTURAL ELEMENTS BY G.C.VERIFY. ENSURE LOCKING MECHANISM IS I CESSIBLE FROM WITHIN THE _ v r PHARMACY WHEN POSSIBLE-WHICH MAY REQUIRE OFF-CENTER " seal 'EXIT II3C SINK,FAUCET,ACCESSORIES AND PLUMBING CONNECTIONS BYG.C. 77nr� 1 5 COUNSEL I LOCK PLACEMENT.ALL LOCK MECHANISMS TO BE"BEST'CORE ]y� - - _ ___ IN CASEWORK/FIXTURE BY BARTELL.VERIFY SPECIFICATION WITH COMPATIBLE INCLUDING KEY SWITCH.ENSURE MANUAL RELEASE 12 - 6 PLUMBING/EQUIPMENT SCHEDULES AND BARTELL SPEC.VIER 34 me ;IP V CHAIN IS ACCESSIBLE AND OPERABLE FROM WITHIN THE SECURED O LOCATION PRIOR TO ROUGH-IN AND COORDINATE INSTALLATION WITH 5 Q 5 - L___J BARTELL. AREA WITHOUT UNDUE WORK OR EFFORT OR INTERFERENCE FROM co^r _ STRUCTURAL OR CEILING ELEMENTS.SEE BARTELL SPEC.FOR _ _ _ srA4"R11 112 ----+ TECE H00K5 101-C- - 11-- re„ L----J55SINK,FAUCET,ACCESSORIES AND PLUMBING CONNECTIONS BY G.C. DETAILED REQS.ARCHITECT TO VERIFY CLEARANCES REQD FOR eww - 5 - rea K.Pcs L L JII ------ - SAND BARTELL SPEC VERIFY pLgNsc., IN CASEWORK/FIXTURE BY G.C.VERIFY SPECIFICATION WITH191A34 G � 7 MOTORIS),ADJACENT GRILLE(S),AND ANV APPLICABLE CODES)oaaP-oFF _- 8' 0' � PLUMBING/EQUIPMENTSGHEDULE n `` ---� ------- - --- ---- TI^7- ----- 110 T 2 LOCATION PRIOR TO ROUGH-IN. INCLUDING SERVICE ACCESS REQ S.AND COORDINATE ANY o c o o 7 — __ — — - --—J— 7 A4.5 ADJUSTMENTS WITH BARTELL PRIOR TO CONSTRUCTION. r o - , ,, - - SELF-PRIMING FLOOR DRAIN OR FLOOR SINK BY G.C.PER BARTELL ELECTRICAL AND LOW-VOLTAGE WIRING SHALL FEED THROUGH SLAB, _5 CA _ 3 SPECIFICATION.ENSURE SLAB AND/OR FLOORING INSTALLATION WILL WgLL,OR POWER-POLE AS INDICATED ON PLAN INTO BASE OF _ _ 2 ACCOMMODATE SLOPE REQ'D FOR WET AREA TO DRAIN TO ANY 3CJ CALL,ORPOWEURE BY BARTELL.VERIFY LOCATION WITH BARTELL. _ iT- T —IIT �Tr 7� FLOOR DRAIN.VERIFY LOCATION WITH BARTELL PRIOR TO ROUGH-IN. L 7�T'12� 12 /L9 48/19 48/19 4819 48/19 48/19 48/19 48/19 FINAL CONNECTIONS TO BE COMPLETED BY G.C.-COORDINATE 4 _ __ __ __ __ __ __ __ SINK,FAUCET,ACCESSORIES,AND CASEWORK/FIXTURE BY BARTELL. G CareClinin 5 IL_=_ JLyw_Jly _II- - INSTALLATION WITH BARTELL SEE BARTELL SPEC.FOR REQ'S. w r---------- n ---- ------- ----------- CONNECTIONS BY G.C.VERIFY LOCATION PRIOR TO ROUGH-IN AND N s 109 r L <T 9 DUTCH DOOR-T-WxT-0"x1-3/4"SOLID CORE"DUTCH"DOOR.8" _ 9 05 EXIT 18 101B COORDINATE INSTALLATION WITH BARTELL. 37 SHELF MAY BE REQ'D-VERIFY DETAILS AND HARDWARE WITH DOOR PLUMBING FIXTURE SINK,TOILET,REQ'D ACCESSORIES,ETC.AND 09 I I BE NEN A405 ( SCHEDULE. wo u CAB _ _ _ _ _ _ IT ---� - PLUMBING CONNECTIONS BY G.C.VERIFY SPECIFICATION WITH PROVIDE BLOCKING WITHIN WALL AT FIXTURES AND CASEWORK. 2/S 2/S d/5 2/S 2/S 2/S 15 2/S 2/S 2/S 2/S 2/S �21� _i PLUMBINCiIEQUIPMENT SCHEDULES AND BARTELL SPEC.VERIFY 39 ` A4. SIwANii A2.3 G LOCATION PRIOR TO ROUGH-IN. G.C.TO PROVIDE MICROWAVE WALL CABINET.SEE C21A301 FOR bP o �- - J um -- �- ---m w Im II CASEWORK OR FIXTURE BY G.C. 4O al a � 60 11 �� I Ery > II L _Alm � � � II____� �� lyll IIm o-I II_Iy II A I '13 DETAILS.PL.i FINISH JOIN. ' - u�-tic _ II II II I_ I- '� I - LOCATE DMARK WITHIN THIS ROOM.ALTERNATE LOC'S MUST BE 'G B FIRE SPRINKLER RISER LOCATION.RISER TO BE WITHIN UTILITY AREA 43 APPROVED BY BARTELL. 1 WHEN AT ALL POSSIBLE U.O.N.OR AS REDD BY BUILDING DESIGN OR IIa " 4.0 TIMER CONTROLLED WATER HEATER PER BARTELL SPEC. 4 _ _ _ _ _ _ 4 CODE AND APPROVED BY BARTELL.BARTELL SPACE SHALL BE ON AN 44 RECIRCULATING SYSTEM REQUIRED. JANI OR n lo] I,iml I; I,mI I,mI IB. c- ��ml I,I I, ISOLATED SYSTEM ACTIVATED INDEPENDENTLY OF ANY ADJACENT �_ �- �_ �_ �_ IT_ - PROVIDE BLOCKING AT WALL FIXTURE AND LOCKER LOCATIONS IF J SPACES UNLESS PROHIBITED BY CODE. 47 () I� WATER,GAS SERVICE CONNECTIONS)TO BARTELL SPACE SHALL BE REQ'D BY CODE.ALL BLOCKING SHALL BE CONCEALED WITHIN WALL. IIm II;.: IIm II IIm ICI IImI ICI IIa ICI IIm ICI IImI ICI Ala II IIm II I� CANO Y - LOCATED WITHIN UTILITY AREA WHEN AT ALL POSSIBLE.ALL OTHER PROVIDE MIN WNW"CLEAR FLOOR AREA FOR TELECOMM. L-ti�iJIS�E�10a _ II "> n IImI I" " " " I" " I" " ��ml " I,mI II°'I ABOV EQUIPMENT.NO OTHER G.C.INSTALLED EQUIPMENT OR UTILITIES r H fl �„ 15 LOCATIONS SHALL BE APPROVED BY BARTELL.UTILITY SHUT-OFFIS) I'll 12_I _ II IjI SHALL BE LOCATED TO BE EASILY IDENTIFIABLE AND ACCESSIBLE AND SHALL BE PERMITTED TO EXTEND OVER THIS SPACE BELOW I2'-0" I m�1I q, lit APPROVED BY BARTELL. AFF.REQ'D ACCESS CLEARANCES FOR OTHER USES AND DOOR II IIa; Ii ml JII, fl� mI II IG SWINGS MAY OVERLAP(2)ADJACENT SIDES OF THIS SPACE BY I IQI P IUMN- E STRUCTURAL AIR GAP AROUND COOLER BOX TO BE 3"WHEN POSSIBLE.2"MINIMUM 0yq' �} MAXIMUM 30".A 60x60 ROOM WITH NO OTHER USES MEETS THIS " - IIPi II _ II�Pf�IQVIDE-S''�HIGH (NO RUB _ _ _ _ �'➢ 16 AT FREEZER,1"MINIMUM AT COOLER,OR PER MANUFACTURER'S 5� REQUIREMENT.ALL LOW-VOLT NETWORK CABLING SHALL TERMINATE Q� E x 22 GA. 4 ST. ST°° SPECIFICATION,WHICHEVER IS GREATER. O J a _ ) � WITHIN THIS ROOM-PROVIDE CONDUIT WHEN NECESSARY.PROVIDE II II IIII II p� II IIII II IIII Ia -- 5 lal a .64ES AROUND ALL PHA Ilry'I - 17 WALK-IN NERD FREEZER PACKAGE BYG.C.PER BARTELL CONDUIT THROUGH ALL INSULATED WALLS AND HORIZONTAL J BID -- - Cr 9 IIm _ II I� Im Egl4 ,yl m II'm o / SPECIFICATION.VERIFY REMOTE COOLING REQ'S. J U _ II Irol II�i 6 ES AREA AND AT PHAR Y III_ II _I I Ala II IIm II I I - PATHWAYS FOR ALL LOW-VOLTAGE NETWORK CABLING AS INDICATED y IIII IIII IIII IIII IIII IIII IIII IIII IIII RY, PER BDC_SPEC 12.�'1 IIII IIII IIII IIII IIII IIII IIII IIII EGRESS DOOR WITH POWERED,ALARMED BAR CONTROL LOCK PER ON ELECTRICAL ASSIGNMENT.COORDINATE WITH BARTELL AS REQ'D. A ¶ a ¶ aI P A ¶ A R ¶ A ¶ A n A ¶ OA 'a BARTELL SPECIFICATION.ALL WIRING TO BE CONCEALED WITHIN V/ N PII II II II Ala II E 1 O WALL/FRAME.PROVIDE CONDUIT TO ACCESSIBLE CEILING SPACE FOR PASS-THRU PER BARTELL SPEC.ENSURE WALL FRAMING CAN L 3 RRF�Km ro L IImI II a m —L 2 IllllI m �2 m a Im P 3 LOW-VOLTAGE ALARM CONTACTS,VERIFY WITH BARTELL 53 ACCOMMODATE EQUIPMENT INSTALLATION INCLUDING WALL DEPTH Z � �I 104 1/5 J 1/S J Jf_-0 1 -II=f' �}-[/S 1/5 ILl �I 1/S II' - - - 19 SUB FLOOR TO BE PREPARED TO LEVEL WITHIN I/8"EVERY 10'-0"IN PROVIDE SPACE FOR EXCLUSIVE USE OF TWO(2)DUMPSTERS(1-0YO O O 1j Py UNDERGROUND CONDUIT WITH �p `�J rr J ANY DIRECTION PER BARTELL SPEC. 55 AND 1-3YD)AND COMPOST CONTAINER WHEN CODE REQ'D.SPACE /�/ ,A Q 1 I� 20 P-AM WAINSCOT PER BARTELL SPEC.SEE WALL FINISH PLAID. SHALL BE SECURED AND LOCKING-COORDINATE ACCESS WITH I.f� V' -� KNOCKOUT BOXES PER ASSIGNMENT li WASTE COLLECTION PROVIDER AND BARTELL. L DRAWINGS& BARTELL SPECS. W 1-PAIR DOUBLE-ACTING SWING DOORS E.515 WITHIN S'-0"xT-0'NET r °- - -r I I ALL ROOMS WHICH-H NOT EXTEND TO STRUCTURE WITHIN PLYWOODOR r,� �2 12e -'.I T �2 _�2m 8� n '� OPENING PER BARTELLSPEC.OR 1�31NGLE OPENINGASIDICATEDONFLOOR PL LIDJOINING INSTALED ON T-HOUSEEROO TOALLOWEAS SHALL HESACETBE _�---- - wHr-_____ __ _ ___rL �1 _ �L T1 `-�L_______�,____________________rL�_ 1� i� I 1 DOOR WITHIN 3'-0"x7'-0"NET OPENING AS INDICATED ON FLOOR PLAN. LID INSTALLED ON TOP OF THE ROOM TO ALLOW THE SPACE TO BE � z 5 ` rf I SALES ` L-L J fI 2 SEE DOOR SCHEDULE AND BARTELL SPEC.FOR ADDITIONAL 57 UTILIZED FOR ACCESS AND SHALL BE ACCESSIBLE TO THE BOH ROOM. , O 01 eN•+_ 105 12 I'� HARDWARE REQ'S. PROVIDE ACCESS,RAILINGS,ETC.PER CODE.LOCATE ANY M.E.P.TO //'� z CANO Y VD ETELCT ECOM Q,LLL _ G ABOV 8'-0"PLYWOOD WAINSCOT TO EXTEND FROM TOP OF BASE AROUND REDUCE IMPACT ON STORAGE SPACE WHEN POSSIBLE. _ II _ _ _ ___ _ _ _ _ a ENTIRE PERIMETER OF ROOM EXCEPT ABOVE DOORS OR WHERE PROVIDE 2"x48"STAINLESS STEEL CORNER GUARDS PER BARTELL •^' J 15 105 a3" �zrH2/S 2/9 1rz/S Imo, 2G 19 2/S'' 12z/Sr' Z/S 2/S 7 r 23 WALLS ARE CONCRETE OR MASONRY CONSTRUCTION.SEE WALL SPEC.ON ALL EXPOSED"PUBLIC AREA'CORNERS AND ANY V a "> a 1 IIa Arm FINISH PLAN. 58 ADDITIONAL LOC'S AS INDICATED ON WALL FINISH PLAID.OTHER SIZE Q II I It Na- I�I IIm N. 6'-0"x7'-0"HMOTOR OPERATED,INSULATED OVERHEAD ROLLING MAY BE REQ'D TO INSTALL FROM TOP OF BASE TO 48"AFF OR BELOW\ RZ IIm / 12 v l II 12 a L 2 IIm II L2 lFz 12 1 V I a L2 IIm a Lz IIII�I II 12 IImI II 12 I(I�m COILING SERVICE DOOR IN GALVANIZED STEEL.VERIFY SIZE CHAIR-RAIL OR OTHER TRIMS. w A INDICATED ON PLAN AND SCHEDULE.T4"H DOORS OK TO FIT BLOCK COLUMNS SHALL RECEIVE STAINLESS STEEL WRAP TO F-0"AFF PER if Z MODULE.DOOR TO PROVIDE CHAIN HOIST IN ADDITION TO MOTOR BARTELL SPEC.TOP OF WRAP SHALL HAVE SLIGHTLY CANTED 3/32" O IIm IIm II IIm IIm II �I m II m II m II m II OPERATION.PROVIDE HAND CHAIN CLIP LOCK,ANGLE BOTTOM BAT, INWARD CANTED BRAKE FORM TO WRAP COLUMN SNUGLY.TOP 25 AND SLIDE-BOLT FOR PADLOCK LOCKING ABILITY.DOOR SHALL HAVE LAYER OF SEAM FOLD SHALL BE CANTED SIMILARLY.WRAP SHALL L W ELECTRIC KEYED OPERATION.KEY CONTROLS TO ACCEPT'BEST' S9 FOLLOW COLUMN FORM SNUGLY INCLUDING ANY CHAMFERED Lli a 11 p II 11 r �I TI IF A COMPATIBLE CORE.INSTALL DRIP STRIP OVER OPENING AT EXTERIOR CORNERS.CAULK TOP OF WRAP TO PRESENT SMOOTH FINISHED IIm II IIm II IIm II IIm II I II IIm II IIm II IIm II AS NEEDED.SEE BARTELL SPECIFICATION FOR DETAILS.WHEN DOOR SURFACE.ORIENT SEAM TOWARDS FIXTURES,NOT AISLE SIDE- IuL IllI IL IllI IL II IL Ill /ALL J Ill II IllI IL Ill AIL 11 Iln II II> II II<I n II> II III ri II > II II> II II> II 'r' IS INSTALLED ON UNCONDITIONED INTERIOR UTILITY/GARAGE AREA IT VERIFY WITH FIXTURE PLAN AND BARTELL PRIOR TO INSTALLATION. (n IIm II IIm IIm II - II III, ,11Im II II SHALL NOT BE INSULATED UNLESS REDD BY CODE. FLOOR KNOCKOUTS AND CONDUIT EMBEDDED WITHINSLABTO O = WALK-INS ,o °OR a li Ta l W ----- AT-GRADE LOADING AREA AND OVERHEAD WEATHER PROTECTION 60 CONDUIT IN WALL STUBBED TO ACCESSIBLE CEILING SPACE.SEE II IS l PER BARTELL SPECIFICATION.LOADING DOCK DRIVEWAY SHALL BE A ELECTRICAL PLAN AND BARTELL SPEC.FOR DETAILED REQ'S. 1 4 103 IIm ----uW II um II of IIm �IILa'mr ° - 4 MINIMUM1V-0"WIDE NOT INCLUDING ANY CONCRETE BUMPERS OR 61 COLUMN LOCATION IF REQ'D BY[33]OMIT WHEN NOT REQ'D. O it ifi 92 V ..L m --_ - II �-- m v RETAINING WALLS.PROVIDE I'-0"WIDE x V-0"HIGH CONCRETE CURB 0 60 � _ o-_ J___ __ � _ _ III I 15 6 ON BOTH SIDES OF THE LOADING DRIVEWAY TO PROTECT ADJACENT M_______ IfffITTTs m m y II m m A42 N 2 AREAS.MINIMUM I4'-0"CLEARANCE SHALL BE PROVIDED AT APRON �i N NOTES. .- .- ANDALLACCESS POINTS INCLUDING DOORS)AND OVERHEAD µV µ {I�-�f STRUCTURE(S).MINIMIZE SLOPE.AVOID CROSS SLOPE CONDITIONS Z ti 1. PROVID FIRE EXTIN(]UISHERS�E I.K.C.SECTION 906, MIN, 2-A 10BC Of�16 TT R FOR 1�5 IIIaI 1 WHEN POSSIBLE.SEE BARTELL SPEC.FOR DETAILED SLOPEREQ'S. a�is17 ml WI 3,000 SF�W/ MAX.TRAVEL DISTANCE OF 75FT. (TYP.)ALL BUILDING AREA. .LI ml A CANOPY - SERVICE SINK(3COMPARTMENT,MOP,HAND,OR OTHER AS N Q m II II II II 2 PROVIDE EMERGENCY.EXIT SIGNS-PEP I.B.C.SECTION 1013 (TYP.) II II I� ABOVE.�� INDICATED ON PLAN AND ERR WAINSCOT PER BARTELL SPEC.SINK, PROWS EMERC N yEXIT LIGHTING PER I.B.C.SECTION 104§ INT�FRIOR AD etRIOR AT�1/S f1 t IIIII 27 ACCESSORIES,CONNECTIONS BY G.C.VERIFY EQUIPMENT WITH W N DOOR LAN INGS(TYP� A BARTELL IF NOT SPECIFIED.SEE EQUIPMENT/PLUMBING SCHEDULE(S) L - 4. BUILDI G IS CONDITIONED SPACE PER THE WASHINGTON STATE ENERGY CF�,E. '� _ AND WALL FINISH PLAN. Q N 5. PROVID KNOX BQX AT EXTERIOR FACE OF BUILDING AS RIQECTED BY ARGTON FIREail MANUAL GRILLE/GATE PER BARTELL SPEC.MINIMIZE FLOOR STRIKES _ m 12 12 AND RDINATE ERIFY L ATI N WITH BARTELL VERIFY 60 04---- y@7M `4@7ffi y -- L J ==IImI II C00 N SE 0 Q 0 PARTME T.- --t t- L-- sEAwnu II I� STACKING DEPTH REQ'D BASED ON FINAL GATE CONFIGURATION.ALL N DE _ I I U __ _u;} �Pt6 -a§'t-_-44't rum_ r__ w II LOCKS SHALL BE"BEST'CORE COMPATIBLE.PROVIDE EMERGENCY-- d 14DEOE1 - - ZONE 6n0 � 31 EXIT WHEN REQ'D BY CODE.PROVIDE WALL STRIKE,FLOATING END, 0 IADENI ) Imo) ) ) Imo) T IIIIa lJ POCKET DOOR,AND ALL OTHER ELEMENTS REQ'D FOR COMPLETE \ 15 mNEE Nlov;s L AND FINAL INSTALLATION. N L ---J E _ PROVIDE SECURE PHARMACY PER BARTELL SPEC.AND ANY �T1 2 II�nJl C 32 APPLICABLE PHARMACY CODE REGULATIONIS). ,U{J __# --'emu �vo _ FPhld `L a8/16 a8/16 48/16 Ppw1=R cswER PRAL A4.0 F Q tlu p 1 e�� T a 3 w o� U 3512 13512 13512 n1 O6 L1J L 1 J L1J Pos II F w RN EXIT Fa° 1 _� 06 -,Xyt �2 zox I I ".4-61/84 - 61/ _ w M Y ILEivsLIA=9T/Sb�9T/Sb�9T/Sb�9T/Sb� b�9T/S�9T/Sb-9T/Sb� 4 ON 12 W [if to _ LJIrm 01A 5 5 , cn J 10'- 14'3U 4'-8� 15 - Ld J F H G F 4 C'' �'� A42 �--" W w Aa.1 A4.1 -' A4.1 CANOPY - - SLIDING ENTRANCE EXIT - 0 EXIT DOORS WITH BREAK ,aoc 'cABOVE. -AWAY FFATIIPF1 Z ( ) a. m DASHED LINE INDICATES i OUT.AT LOWER --' W I _____ ________________ =- FUR GLAZING UNIT �ESTIBUL - Y W wQ M I CANOPY ABOVE. TYR. SEE ROOF 1i 1 100 r, U N L U i I PLAN A2.2 -- w ---- 6 a 2,_8„ --------- --- Z Z 0 8" I 2.-8" 30' 8' 4" .-O' 8' 0' 22' 9' 1'-3' a Q I 33' 8" 33.-9•• 4' 7" 6. 8' 1' 4" 14' 0" 8„ 'm ODf�h a a J J Q m - 72'-0„ 29,_4„ 2'-0 CL ----- ------------- - ------ sheet 10 - r F N A C D E A4.3 4.3 F FLOOR PLAN KEYNOTES ®= KEYNOTE O A2.0 1 ca 8"=1'-0" /� L"I_ A C D F GENERAL REFLECTED CEILING PLAN NOTES: STEEL STDD COMPRESSION POST AS REQUIRED BY 1. THIS DRAWING INDICATES CEILING GRID LAYOUT, LOCATION OF DIFFERENT BUILDING OFFICIAL ONE HOUR RATED GWB NOTE:CROSSHATCH OVER ROOMS WITH GWB CEILING INDICATE CEILING AREAS AND LIGHTING FIXTURE LOCATIONS,BUT IS OTHERWISE c�`> CEILING AT+/- 13'-5". 2� PLYw00D DECK ABOVE FOR SERVICE ACCESS. SEE STRUCTURAL. SCHEMATIC: IT INDICATES DESIGN INTENT TO AID THE BIDDER-DESIGN V� SEE SECTION T/A4.5 CONTRACTORS IN THE DESIGN OF ALL MECHANICAL,SPRINKLER& DRAWINGS ELECTRICAL BY CEILING BARTEL DRUGS,BOUND AT THE BACKSEE OF THIS SET,REFERENCE FOR k5'v �{12 HANGER WIRE TYP. 1 1 ADDITIONAL INFORMATION&COORDINATION,AND BDC REF. DRWG.A-104 ESPECIALLY, FOR LIGHT FIXTURE SCHEDULE,HT.S AT B.O. OF HEADERS, or AND ADDITIONAL SPECIFIC REFLECTED CEILING REQUIREMENTS, DETAIL AND INFORMATION. ° w 2. SEE REFLECTED CEILING PLAN A2.1 FOR CEILING HEIGHTS ACT AT 9'-6"A.F.F. 7E3. PROVIDE EXIT SIGNAGE&ILLUMINATION PER GENERAL NOTE ASO PROVIDE SECURITY BARS/MESH AT HVAC ROOF PENETRATIONS,AS �`"0 REQUIRED PER BDC SPEC 13.A 17 o LE 5. SUBMIT SHOP DRAWINGS OF ALL SUPPLIED EQUIPMENT, DEVICES,SYSTEMS &LAYOUTS FOR BDC APPROVAL PRIOR TO ORDERING/INSTALLATION._��'� -- 6. FOR QUESTIONS SPECIFIC TO INTERIOR EQUIPMENT AND LAYOUT, DIRECTPHARMACY GRILLE TRACK RFIs AND CLARIFICATIONS TO BARTELL DRUGCOMPANY BOB EDWARDSGWB AT 9'-0' A.F.F.W/PLYWOOD LID "- 'EXIT (206) 767 1182.7. PROVIDE AUTOMATIC CONTROLS TO SHUT OFF LIGHTING DURING ° TIGHT LOOP THROUGHABOVE.SEE C_STRUCTURAL FT -Tr 'UNOCCUPIED HOURS. AT ROOMS 102,104,106,107,108,109,112& 114, °° HANGER HOLE&THREE '1 PROVIDE OCCUPANCY SENSORS FOR ACTIVATING SHUT OFF CONTROLS. N 1'!- --T' AT OTHER ROOMS, PROVIDE AUTOMATIC CONTROLS AS REQ'D BY WA STATE TIGHT TURNS WITHIN 3" TO+ ENERGY CODE SECTION C405.2.1 o ( ) P TO BOTTOM) o OM GWB SOFFIT AT 9'-0"A.F.F. °° n o v, y rQATE TRACK --. "! f ACT SOFFIT AT 10' 0' A.F.F. " OPEN TO TRUCTURE ABOVEJ 1a r °°°° c o o GWB HEADER AT 9' 0' A.F.F. ,a o CROSS TEE MAIN CEILING°°° L oa o! .;E or oa or \or o' ' o°° PER ASTM C635-6 BEAM PER ASTM C635-6 = ACT AT 9' 0'AFF. 090 re T CEILING INSTALLATION REQUIREMENTS GWB AT 9'-0"A.F.F. UTURE AREA Si -- - - W PLYWOOD LID.SEE UNDER EP E PERM _ a aLL / �o •SUSPENDED CEILINGS SHALL BE BRACED AGAINST LATERAL MOVEMENT DUE TO EARTHQUAKE PER ASTM C636. IN THE STRUCTURAL .. ..... r _1 t __ Fr-h _ _ Fr_-_�l_ __fr_F f-r-____I -i r �r-_-_�l ___ fr_-_F__ ABSENCE OF AN ENGINEERED DESIGN THE FOLLOWING BRACING SYSTEM WILL BE REQUIRED. FOUR NO. 12 GA STEEL WIRES ,uiexracF -----.-._4r-----:a---- DARK DASH INDICATES e" G'tltB�SOFFIT AT 9' 0 AEF -Q4"r a SHALL BE ATTACHED TO A MAIN RUNNER WITHIN 2 INCHES OF A CROSS RUNNER. THE WIRES SHALL BE SPLAYED 90 N DEGREES TO EACH OTHER AND RUN UP TO STRUCTURE ABOVE AT AN ANGLE NOT TO EXCEED 45 DEGREES FROM THE FULL HEIGHT WALLS TO a ra.-- - - --- -- STRUCTURE ABOVE 0 I^ u' i h HORIZONTAL. A COMPRESSION STRUT SHALL EXTEND FROM THE MAIN RUNNER AT THE ATTACHMENT OF THE WIRES VERTICALLY AND BE ATTACHED TO THE STRUCTURE ABOVE AS REQUIRED BY BUILDING OFFICAL. SUCH BRACING SYSTEMS GWB AT 9'-0"A.F.F. _ _. u u n SHALL BE PROVIDED AT A SPACING NOT TO EXCEED 12 FEET IN BOTH DIRECTIONS. BEGINNING AT A POINT NOT TO EXCEED o-- u: : -ii n NOTE: ELECTRICAL LIGHTING DESIGN TO BE DEFERRED SUBMITTAL UNDER 6 FEET FROM WALLS.VERTICAL AND PERIMETER HANGERS INSTALLED PER ASTM C636 AND MANUFACTURERS REQUIREMENTS. SEPARATE PERMIT. SOME LIGHTING LIGHTING FIXTURES WHICH WEIGH LESS THAN 56 POUNDS SHALL BE ATTACHED TO THE CEILING GRID SYSTEM AND TO GWB AT 9'-0"A.F.F. e:, _ �.� NOT SHOWN DUE TO DESIGN BUILDING STRUCTURE BY AT LEAST 2 NO. 12 GAGE WIRES. LIGHT FIXTURES WHICH WEIGH 56 POUNDS OR MORE SHALL BE W/PLYWOOD LID - PROCESS. ACTUAL LIGHTING WILL SUSPENDED FROM THE STRUCTURE INDEPENDENT OF THE CEILING GRID,AND AN ENGINEERING DESIGN SHALL BE SUBMITTED ABOVE -� BE SUBMITTED WITH ELECTRICAL TO SUBSTANTIATE THE SUSPENSION SYSTEM. MECHANICAL EQUIPMENT SHALL BE SUPPORTED INDEPENDENT OF THE CEILING PERMIT. SUSPENSION SYSTEM. •MINIMUM 2" WIDE WALL MOLDING Z •GRID MUST BE ATTACHED TO TWO ADJACENT WALLS - OPPOSITE WALL MUST HAVE A 3/4" CLEARANCE. e •ENDS OF MAIN BEAMS AND CROSS TEES MUST BE TIED TOGETHER TO PREVENT THEIR SPREADING. O J OPEN TO STRUCTURE ABOVE �. li �. •PERIMETER SUPPORT WIRES MUST BE WITHIN 8" OF CEILING EDGE. J F -- -- - •PROVIDE MANUFACTURERS HEAVY DUTY GRID SYSTEM. _._.____.__________-_..___-__-.__---..-.- - Jl..-.---..-__._---_..___--.___.__---__ __..-.-_.____- � CEILING AREAS OVER 1,000 SF MUST HAVE HORIZONTAL RESTRAINT WIRE OR RIGID BRACING. i •CEILING AREAS OVER 2,500 SF MUST HAVE MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITIONS. M CEILINGS WITHOUT RIGID BRACING MUST HAVE 2" OVERSIZED TRIM RINGS FOR SPRINKLERS AND OTHER PENETRATIONS. Z L GV •CHANGES IN CEILING PLANE MUST HAVE POSITIVE BRACING. N o -� �� L� _�L� _ •CABLE TRAYS AND ELECTRICAL CONDUITS MUST BE INDEPENDENTLY SUPPORTED AND BRACED. � 00 •SUSPENDEDED CEILING WILL BE SUBJECT TO SPECIAL INSPECTION AS REQUIRED BY LOCAL BUILDING OFFICIAL. Q •IF CEILING SYSTEM TO BE INSTALLED IS NOT AS SPECIFIED ABOVE, CONTRACTOR SHALL SUBMIT ALTERNATIVE MATERIAL o LIGHT DASH INDICATES SEISMIC AND METHODS AS DESCRIBED IN I.B.C. SECTION 104.11 TO LOCAL BUILDING OFFICIAL. LL EXPANSION JOINT LOCATION. Q > Z AREAS OVER 2,500 S.F.TO BE SEISMIC BRACE AT SUSPENDED CEILING p I _.. _ _. _ �._. PROVIDED WITH JOINTS.SEE 9 1 20/A2.1 (TYR OF 4 LOCATIONS) Scale: N.T.S. ��//�� OPEN TO STRUCTURE ABOVE F11 L� y� ` Z_ �l Of ---------------------- ---- ---------- �- --------------------------------------- w GWB HEADER AT 8'-3"A.F.F. I" W _._ �.... _. � AT SALES FLOOR AREA WALL EDGE_. ACT CEILING AT 12'-6' A.F.F. °`° _j ^ W ¢O �.r � MOLDING ° h° 1j) uj Cu ¢a CD _ STABILIZER BAR SYSTEM TO KEEP CD 4 PERIMETER COMPONENTS FROM C\1 SPREADING APART® UNATTACHED ` co WALLS ONLY Q ^ N r-..I. �....... �. Z. ' 0 z - Q m --------- - -.- 'o n r�'-HT..-.---r ir- iP. zsr•---'H=-�-__-fFs__ 2" °` CROSS TEE ILI N L. _j � ! PER ASTM C635-6 - rn - T- _ 9 SUSP. CEILING BRACE a ERIMETER 0 14 va Scale: N.T.S. J � N m (31 OPEN TO STRUCTURE ABOVE -.p4= r--- -for.- - -T -- -- --- - 12 PERIMETER HANGER Ld ~ f F 3 -� L �- GRID STARTING POINT WIRE ANCHORED TO 4-WAY SEISMIC EXPANSION JOINT Q - w III \III 1 \I IF HANGER WIRE IS OUT i STRUCTURE ABOVE® EACH U Lj t .EXIT Q"' OF PLUMB GREATER THAN 1:6 MAIN BEAM OR CROSS TEE CLIP (HATCHED) N Q - - COUNTER SPLAY PER ASTM C636 s STABILIZER BAR SYSTEM TO WT. W rn 21 KEEP PERIMETER Z J 5 5 COMPONENTS FROM ONE SIDE OF SLICE CAP CRIMPED Q 2 SPREADING APART O TO ALLOW MOVEMENT ONLY ON J J UNATTACHED WALLS ONLY OPPOSITE END CL W F N ® XIT MAX. 8" w Z TIGHT LOOP THROUGH - EXIT CANOPY a LIGHTS,TYR.\ HANGER HOLE&THREE 0EnCC 7 WALL WHICH TIGHT TURNS WITHIN 3" FASTENER Z G I =- EXPOSED TO UNDERSIDE CEILING GRID C636 OF WOOD PENETRATES (TOP TO BOTTOM) PER ASTM �o- MAIN TEE W Q M i ROOF ABOVE-28'+ J MAIN BEAM OR CROSS TEE U u! i 21 WALL EDGE CEILING GRID w U w o+ --------------- 6 MOLDING MIN. 3/4"® U Z W' Q t 2t 2 UN-ATTACHED WALLS CROSS TEE TEE-FACE SLEEVE ,/ J WALL SCONCE FIXTURES AROUND MIN. 2' Q Q m f ENTRY 1"GAP BETWEEN FIELD CUT MAIN J Q 2 north TEE U sheet r S U FIXTURES AROUND INSIDE P/DOWN WALL SCONCE w o E PERIMETER OF VESTIBULE F J r 16 REFLECTED CEILING PLAN 19 EDGE TRACK AT SUSP. CEILING 20 EXPANSION JOINT w A2. Scale: 1/8"=1'-0" Scale: 3'=1'-0" Scale: 3'=1'-0" Of CONTINUOUS BEVEL SIDING A C D F & FOAM WEDGE OVER COPING HOOK JT. (IF REQ'D) SEE DETAIL 4 A2.2 FOR 1214" 10'-0" 5'-0 3/4"CDX PLYWD. w CONT. BEAD SEALANT / / BALANCE OF CORNICE 1/2"DIA. LAG BOLT AT UNDER NOTES 1'-8" 6' 8° 1'_8" 24 O.C. (COUNTERSINK HEAD)TYR. P.T.TOP PLATE FASTENERS w/NEOPRENE WASHERS NOPY GUTi TOP WAL 4 -� TERMINATE SINGLE PLY 4 4 ROOFING COLOR-MATCHED CONT. BED OF COMPATIBLE o FASTENERS ROOF MASTIC UNDER 10 COPING 10 U a P.T. W.R.GRACE ICE&WATERSHIELD ROOF ACCESS HATCH WITH }< "i BLOCK'G TOP 2 BLOCK COURSES TO LADDER BELOW. SEE ao n BE SMOOTH FACE,COLOR FLASH'G 4"ABOVE AND BELOW 14 A2.2 5/8"DIA. SIMPSON TITEN HD TO MATCH BLOCK BELOW STUCCO JOINT CONTINUOUS. SCREW ANCHOR®32"O.C. CONT. BACKER ROD&SEALANT '-8"VERIFY (COUNTERSINK HEAD)TYP. STUCCO SYSTEM OR THIN 14 MIN.24 GA. PREFIN. MTL.COPING, ROOFING UP BACKSIDE OF BRICK SYSTEM APPROXIMATE LOCATION OF HOOKED AT BOT. INTO CONT. GALV. _ PARAPET&OVER TOP OF _ MECHANICAL UNIT. SEE A2'2 j CLEAT SIDING MECHANICAL DRAWINGS CONT. BACKER ROD&SEALANT - TYP. 29 OF 2 A2.2 I 0 0 I I c r V ROOF COPING 5 ROOF COPING AT STUCCO CULT.STONE SIM.) Scale: 1 1 2"=1'-0" Scale: 1 1 2"=1'-0" I I / / OVERFLOW ROOF DRAIN LINES ___ - - TO RUN TIGHT TO UNDERSIDE CONTINUOUS BEVEL SIDING COPING HOOK JT. (IF REQ'D) OF STRUCTURE TO BRONZE w� COWS TONGUE THAT &FOAM WEDGE OVER w/CONT. BEAD SEALANT w D. UNDER DAYLIGHT ON EAST FACE OF 3/4"CDX PLYWN BUILDING.SEE EXTERIOR P.T.TOP PLATE WALL ELEVATIONS FOR LOCATIONS. - _--_-_------ - TOP WAL 4 4 2 2 p 4 - a- ROOF DRAIN LINES TO RUN -� TIGHT TO UNDERSIDE OF COLOR-MATC ED STRUCTURE.TIGHLINE PER NOTE: SLOPE ROOF MIN.1/4"/FT. (TYPICAL). SAFETY POST, FASTENERS CIVIL. SEE STRUCTURAL DRAWINGS FOR ROOF r PER CODE - ELEVATIONS. ROOFING CONTRACTOR TO / 10 PROVIDE CRICKETS AT ALL MECH UNITS AND \ 8'-0" AREAS NEEDED TO ASSURE I a FT.SLOPE PROVIDE FLASH'GS, BLOCK'G O �•/ L/ 4.-O.,x 4.-O., PRE-PRIMED MTL. ROOF ROOF'G TERMINATION, MASTIC&SEALANT HATCH w/BUILT-IN ` J J '0 FOR V COUNTERFLASH'G- PAINT AS ASS REQEORTIGHT SEAL - I I a RIDGE SEE DETAIL 4/A2.2 FOR L N 3 3 SCHEDULED NOTES BALANCECORNICE NOTES O 00 r^ Q APPROXIMATE LOCATION OF - ROOF COPING z o MECHANICAL UNITS. SEE j 1 MECHANICAL DRAWINGS. < "0 Scale: 1 1/2"=1'-0" �`` SUN SHADE BELOW. - ^ z SEE SECTION L A4.2. _ SEALANT AND BACKER ROD AT PERIMETER OF J ROUGH OPENING N.T.S. PLAN DIM. r•w, Q / - PLAN DIM. ( ) FLANGE V L_ � ZURN "Z-199"POLISHED ROOF STRUCTURE, PER NICKEL BRONZE BODY STRUCTURAL - OVERFLOW OUTLET,OR L1J OVERFLOW APPROVED EQUAL. Q O Z STL. LADDER,PER OSHA, I__ SOLIDLY ANCHORED TO DRAIN LINE. L W \ WALL FURRING&ROOF SEE ^ Lu DRAWINGS STRUCTURE MECHANICAL LL DRAWI °' CMU � "y� f PER WALL w 0/ STRUCTURA PROVIDE V CEDAR FRAMEAME AROUND O 1'-0"DEEP WASHED PEA N GRAVEL AT BASE OF EACH Q Co OVERFLOW DRAIN N LOCAL INS. (TYP.OF TWO Z. L J o LOCATIONS) ff1 FINISH FLOOR LEVEL u� Q a N d r N L3 N / 4 ROOF ACCESS HATCH W/ LADDER 1 OVERFLO DRAIN OUTLET f0 ENTRY VESTIBULE ROOF DRAINS \ - Scale: 1 1/2"-1'-0" "� Scale: 1 1/2"-1'-0" urnl N N S TO RUN TIGHT TO VESTIBULE ul WALL AMING TO SPLASH BLOCK - m LOCATED MAIN ROOF. ROOFING OVER SECURE OVERSIZED FLAT OVERFLOW DRAIN BEYOND m _� RIGID INSULATION PLATE TO TOP TO PREVENT (MIN. 2"ABOVE DRAIN) F 3 - CONTINUOUS GU AT LOW SIDE o 1'-6"SQ. ENTRANCE OF DRIVING RAIN _i OF ENTRY VESTIBULE-_F __ -- 6p ALTERNATE: f� Itl RUN ROOFING INTO DRAIN OVERFLOW DRAIN [] r_ N N F--- - ROOF DRAIN MAY BE PLACED N Q FACE OF WALL BELOW VESTIBULE ROOF I - INTO SUMP OF MAIN LL DRAIN IF PROVIDED W W to w/A 2'h COLLAR J I i IOOOO �� SURROUND m I I N T N1 W W I I I N " 12'-0" 12'-0" ROUTE OVERFLOW LEADER AS Q I WRAP ALL STL.THRU- NOTED ON ROOF PLAN SHEET W BOLTS w/ INSULATION \ A2.2.AND 15/A2.2. W W p I ------- TO PREVENT Q U J in o f - J CONDENSATION Y �+ CANOPY GUTTER BELOW 8'�0" 6 .. Z �' J -4 9'-8" 16'-0" 1'-4'• DRAIN LEADER - 5 OUTLINE OF UPPER HIGH ROOF AT ENTRY I I o NOTE: ALL ROOF AND OVERFLOW DRAINS, LEADERS AND ROUTE TO STORM Z Q D VESTIBULE. L_ _ ________ _______________ __J .�I DOWNSPOUTS TO BE SIZED BY MECHANICAL CONTRACTOR SYSTEM PER DRAWINGS Q J Q m CANOPY HANGER ROD TYP. -8 -8 TO CONFORM WITH LOCAL CODE REQUIREMENTS AND J (TYP.) � INTERNATIONAL PLUMBING CODE OVERFLOW DRAIN AND INSULATE TOP 3' W sheet r 29'-4" LEADER SIZES TO MEET OR EXCEED THOSE OF ROOF OF PIPE BELOW DRAINS AND LEADERS. ROOF DECK. L.L ROOF PLAN(::A B C D E F ROOF DRAIN DETAIL p A2.2 16 Scale: 1/8"=1'-0" 19 Scale: 1 1/2"=1'-0" of A C D F 6•_4" 26'_7" - 3'- ' 8'_2" 25'_7" 1 10 0 1 5 -- 1---1---1-1- -_- ---' 117 Li SPRINK. i---y, _---_---y---y- --- O ------ 48/19 48/19 48/-- 48--9_, -1 RISER - ---==-- --- --- ---y=-== - - ------ ------- N ' r -1 ROOF ACCESS LADDER RM. i _ ACCESSED FROM TOP OF LID 0 O C f,{-C� OVER COUNSEL ROOM D112. RAWINGS O FillerIt— SEE STRUCTURAL DRAWINGS 1 _ FOR FOR LID CONSTRUCTION. Elf 1 41`,fir, -1 F__- 11 Y SEE ROOF PLAN A2.2 FOR ACCESS HATCH LOCATION. 311 1 1 w PHARMACYLE T ii COUNTER DOOR PER BA � 1 I I I a STORAGE ' GRILLE STACKING SPACE. '�---a � ,• •� TO CORNER ____+r+_____ -�,i�" ran RTELL ' `� , 1 f r-"�,1 SEE 13/A2.3 FOR - L, r------ 1 13 o DRAWINGS �,F--- it 1 ---- MARKING TABLE -T-T-T-rtt, DETAILS. EXIT 1 OOUNS, L ) ___, 9 TC - i CORNELL VISIONGLIDE SLIDING '� 1 2 GRILLE WITH POCKET DOOR FOR - - w GRILLE STACKING SPACE.VERIFY FLOOR STRIKES W/BDC PRIOR TO �I 1-LE_4O�J 5r_I^ 5• I^ PROCUREMENT&ROUGH IN. (nc)= y 11 --- --- " L----------' a aLL --- _i ' 1 I I I 4 r ---1-- i==--=_ a ____ — M 5 6'_2" L 7 • J J __ t -- .� -- yi_______y r- 12'-4" MIN. I— — — �-—2— — — — — —i i— Ir-r — —5,i � i — — — — — — 11' 1v' '1 48/19 48/19 48/19 48/19 148/19 1 48/19 48/19 48/19 -, CoreChni �lI 1, _______ _______ _______ -===f=======f=======f=======f=======1=======f=======f==== J n lt, LL 1 --------------��- - -------r' ---_--1- ______________ ------------------ NOTE:NOTE: LIGHT DASHED LINES —XI V/ M 1r- JFUTURE BARTELL DRUG SIGNAGE E X I T Z L (V REPRESENT BARTELL FURNISHINGS GV ABOVE. UNDER SEPARATE PERMIT. ig nz.a AND CABINETRY.SEE BARTELL _ ASSIGNMENT DRAWINGS FOR MORE 0 M INFORMATION. _j 4j Q - /S81 - S8 88/S8 8z/S8 a > z 2 „ „ „ „ o 1 1 az.a g I I I �� :I co --- �u z ^J �,( 10 A A ",\.' 2"x4"BACKSPIASH _^ S '`-, - i 171 i,p, 1 i QI 1 1%3"BACKSPLASH 0 _H �^^'d`` 1-6 - - - - DIAGONAL SUPPORT Q W L ii� i,A JOG FURRING - 1 c 1co 1 1 1 2"x4"SUPPORTS TYP. (BELOW) /�/ uj AROUND ROOF — "V "V "V -I LIB 0 � 1/2"PLYWOOD SURFACE _ DRAINS AND c 1•_1• ,� ,i i,� ii 1i�1 4"x4"LEGS TYP. (BELOW) W IOVERFLOW I�I T 1 az.4 DRAINS JAIV OR O 5 4 0 4"x4"LEG TYP. __ W RUNNING 8 a2.a- iµ� iµ� i+� 6' 0" DOWN WALL. 1 7 0 7 i i� „� 1 i '1 "' 1/2"PLYWOOD TABLE SURFACE — — "\ "\' "\ TOP SECTION ABOVE SHELF 2"x4"SUPPORT TYP. O \ LV Cu 1i�1 �I �' ^` Z g' j�'� 1"x3"BACKSPLASH L � I -11 6 o I� O 5 a2.a 3 �� 1 i co 1 2�-6" 1_J `� (V i 11 it 4 "� 1 "� i� 1/2"PLYWOOD WITH LAMINATE TOP o F.D. 10 GV II 1-10" O 1 '1 2"x4"BACKSPLASH o 1. 6„ Q� O ' M }f I -H r'� �', r� FJ=' 1-V4 {�, 2"x4"SUPPORTS TYP. o Z F.D.I 11 Di"i A L7, 11e ' 1 1 1 2"PLYWOOD SURFACE j --- --- -------� N Q m Co„ � 0 1 / 4"x4"LEG TYR. 1 L— 6 i Se 6 i/8 ti I �.H�l��-1 W 10 i,01 i,[P 1iQ11 S N i i 2"x4"DIAGONAL SUPPORT SIDE APPROACH Q t9 TO SINKii� i,� 1i�1 - Q 1 u 2"x4"SUPPORTS TYR. Co11 ° . . I o N 2 �" MARKING TABLE FRONT SIDE ENLARGED UTILITY ROOM PLAN- - -A2.a- -�-1 1 15 13 Scale:1/2"=1'-0" Scale 1/4"-1'-0" ul N N -- � � �11 iiCO �1CC 1��1 UNDERSIDE OF METAL 2 ROWS #10-14 x 3/4" UNDERSIDE OF METAL m 3 "\ "\ "\ ROOF DECK WITH RIGID SELF TAPPING SCREWS @ ROOF DECK WITH RIGID Q +, Q� 117 11QT 1 INSULATION & BUILT UP 12" O.C. INSULATION & BUILT UP F 3 104 - 1 1 1 1 1 ROOFING ROOFING [� w � ((TT 1,l i C-O __ 1 4- J W W 1n J J F 13 W _ W N COMPENSATION NECOMPENSATION CHA NEL 16 GA. 3 5/8" OR 6" _ wF 16 GA. 3 5/8" OR 6" 2"F—] 2 3/4"LONG TRACK PIN •• En CC --------- ---- J 3/4"LONG TRACK PIN - (.140 DIA.) @ 24" O.C. l L I (.140 DIA.) @ 24" O.C. _ w SECURE TOP RUNNER TO 16 GA. x 18" WIDE x CONT. x - SECURE TOP RUNNER TO Z W T a cn 1 l x STUDS ONLY - ALLOW (BTWN. JSTS.) W/ - STUDS ONLY- ALLOW 1) rn ALLOW FOR 1" DEFLECTION COMP. CHANNEL TO MOVE I # 4/ _ COMP. CHANNEL TO MOVE Q U w \ \. BTWN. STUDS &G.W.B. SELF ROWS SCREWS \ BTWN. STUDS& G.W.B. Z �, Q _ ELECTRI �� — ® 1z'o.c. Q T , , ,— , , ELEGO M 11 l- ALLOW FOR 1" DEFLECTION o J Q WALL TYPES PER PLAN x WALL TYPES PER PLAN � LLI r 1 DJ ,-Y " ,,- o sheet - I'Co A2.3 6 ENLARGED FIRST FLOOR PHARMACY AREA PLAN n TOP OF FULL HEIGHT WALL (PERP. TO DECK) n TOP OF FULL HEIGHT WALL (PARR. TO DECK) Z Scale 1/4"=1'-0" L Scale: 3"-1'-0" Scale: 3"=1'-0" W 19 20 A2.4 A2.4 i 2., 2,_4., 3,_0., 8 8 2 I 1 4 0 1 3 LLEW 2 1 1 2 a N2kZ 2,-6" 3'-0' L 4 F lo UTILITY 102 WEST 2 BREAK 104 NORTH 3 UNISEX 106 EAST 4 UNISEX 106 SOUTH rJ UNISEX 106 WEST 6 UNISEX 106 NORTH 7 JANITOR 107 NORTH $ JANITOR 107 EAST 9 UNISEX 108 EAST 10 UNISEX 108 I SOUTH UNISEX F 1081 WEST Q A4.5 - i El o rV 5 3 _ 9 8 4 - _ 12 UNISEX 10a I NORTH 17 PHARMACY ENTRY 111 NORTH R A4.5 OJ `\\ 1 \ Q It 1a) \ y/ z O / , / , , , , , , , , A �\ / \ � - z \ 1 Q w 18 SALES 101 WEST Q O Z L Lj a- � _ J 3'-6" NOTE: PROVIDE BLOCKING AT ALL O w 11 11 8 2 6 7 19 19 1 1 3'-4" y CIO WALLS TO RECEIVE CABINETS. ^^`` 4 5 W H _ COORDINATE WITH CABINET 3 9 _i MANUFACTURER. (TYP.) � p - o 1358" 81' _ m m, M�� M � �� z ti N _ PLASTIC LAMINATE UPPER SHELF. ALL INTERIOR SURFACES SURFACES TO BE UJ Q LAVATOR MLAVATORY TRASH PAPERI PAPER TOILET SAN, NAPKIN AUTO HAND DUAL LEVEL BABY CHANGING n TOILET SEAT 14 6 2 PLASTIC LAMINATE UPPER CABINET. / FINISHED W WHITE COUNTER MIRROR TOWEL TOWEL PAPER DISPOSAL DRYER DRINKING FOUNTAIN STATION INTERIOR SURFACES TO BE WHITE W N DISPENSER DISPENSER DISPENSER MELAMINE MELAMINE. - N - MAX. MOUNTING HT.S TO OPERABLE PARTS OF FIXTURES= 40"A.F.F. -TYPICAL,U.N.O.&AS OTHERWISE ALLOWED BY REFERENCED CODES - _ m Q 0 COORDINATE DEDICATED ELECTRICAL U ro INTERIOR ELEVATION KEYNOTES OUTLET AT EACH MICRO SHELF. �i 4"HIGH KUBBLK BASt ®POCKET DOOR FOR STACKING OF ROLLING PHARMACY GRILLE 1a PLASTIC LAMINATE MICROWAVE 4"WIRE PULL (TYP.) Q SHELF N 02 TOILET PAPER DISPENSER - BOBRICK #13-2840 ®OPENING PER PLAN �3 SOAP DISH - BOBRICK#B-7680 ®FUTURE SIGNAGE UNDER SEPARATE PERMIT ul ®SOAP DISPENSER - BOBRICK#B-4112 ©DOOR BEYOND PLASTIC LAMINATE BACKSPLASH FAUCET PER BDC SPEC N F 3 05 SEAT COVER DISPENSER- BOBRICK#8-221 ®WALL FIXTURES PER SEPARATE PERMIT 2'_1" PLASTIC LAMINATE COUNTER ©SANITARY NAPKIN DISPOSAL- BOBRICK #B-254 ®FREEZER/COOLER DOORS PER BARTELL SPEC. J TOP W/4° BACKSPLASH 'U U w �7 AUTOMATIC HAND DRYER - DYSON AIRBLADE#AB12 WHITE ®WALL MOUNTED HAND SINK PER BDC (ELKAY EHS-18SSX) Q ®RECESSED PAPER TOWEL DISPENSER - BOBRICK#B-3944 3�THREE COMPARTMENT SINK WITH DRAIN BOARD(ELKAY 3C10X14-R/L-12X). 2-1 PLASTIC LAMINATE COUNTER 0 L11 hJ ILL! to 9 1-1/2"DIA. STAINLESS STEEL GRAB BARS ®UTILITY SINK PER BDC SPEC. _ TOP ON VERTICAL CABINET 0 10 BAKED ENAMEL PARTITION,FLR.-MTD./0'HD.-BRACED ®CERAMIC TILE WAINSCOT.TOP AT 58"A.F.F. SEE BDC SPEC. FALSE DRAWER FRONT J F 11 MIRROR- BOBRICK#B-1830 ®STAINLESS STEEL SPECIMEN PASS-THRU.AJW#U905 DRAWER S.S. SINK PER W N WALL MOUNT LAVATORY- KOHLER#K-2005 ®PAPER TOWEL DISPENSER - BOBRICK#B-4262 1�PROVIDE BLACK INSULATION JACKET AT EXPOSED SUPPLY/DRAIN LINES. (a FAUCET W/HOSE AND PAIL HOOK PER BDC SPEC. BDC SPEC. 1� 4"WIRE PULL (TYP.) Z w F 0 CC v 14 TOILET- KOHLER ELONGATED HIGHLINE#K-3519 _ L `� I Q URINAL- KOHLER DEXTER#K-5016-ET NOTE: ALL FIXTURE HEIGHTS AND CLEARANCES 1®SHEEf VINYL FLOORING/BASE COVED 7" TO COMPLY WITH I.B.C. CHAPTER 11 & ICC/ANSI PLASTIC LAMINATE - PLASTIC LAMINATE Q W p 1�FRP TO 8'-0"AEF N BASE CABINET W/ 1 N BASE CABINET ADJUSTABLE SHELF W U U Y 18 GAB- PAINT,COLOR Pi 19 ACCESSIBLE DRINKING FOUNTAIN - HALSEY TAYLOR#HACBBLFS-Q-ADAm BASE PER SCHEDULE J ®NOT USED W J Q m KOALA KARE BABY CHANGING STATION - #KB100-00, CREME _ BASE PER FINISH SCHEDULE ®3/4°PLYWOOD SHELF WITH WHITE MELAMINE ON K&V#766 SHELF SUPPORT WITH QV#600 ROD. O Sheet r ®NOT USED 16 INTERIOR ELEVATIONS n BASE CAB. W/ DRAWER SHELF. UPPER W/ IrfICRO n BASE CAB. W/ SINK, UPPER CABINET Z AZ.4 Scale: 1/4'_0" Scale: 1"=1'-0' Scale: 1"=1'-0' FF- T F iweaesTa EaaircunrwsrsrEu.�-1F------------T F--�l II sEEGVaxcscxEUuu= II II II 40" °= 36" 36 36" 36 36" 60" 72" IL ------------ 168 SEE SCHEDULE FOR OPENING SIZE $ F - 11 Eln - r 4" z w j 72" NING j III 8.. MLY 8.. w II II I I II �� II I <:x'PANaNGT" I II * PROVIDE 4" HEAD AT 0 0 aw II EXTERIOR DOORS IN CMU esxal is � �� li II i� Ili WALLS. O 1' II II a O�Q II I I II p II 1 II o Li m F- IL_-� L U IJ A B C D E F H sEGE�EGs aMGNwNE G J N 0 SOLID CORE SOLID CORE HOLLOW DUTCH SOLID CORE ELIASON SLIDING OVERHEAD STOREFRONT ENTRY WITH HOLLOW HOLLOW WOOD WOOD METAL WOOD SWING ACCORDIAN COILING INSULATED SAFETY GLASS METAL METAL _ w/VENT GRILLE w/JAMB OPENING DOOR TYPES FRAME TYPES DOOR TYPES & NOTES 6 Scale: 1/4"V-0" 00 WOOD BUCK WALL PER PLAN H.M. DOOR "' FRAME - (TYP.) 3 SILENCERS STRIKE SIDE DOOR SCHEDULE ROOM FINISH SCHEDULE NO. : ROOM FLOOR BASE WALLS WAINSCOT CEILING NOTES DOOR INFO FRAME INFO. 100 VESTIBULE CPT2 8"WOOD-P7 P1 NONE BLDG STD '8 O NO. LOCATION OPENING TYPE MATERIAL FINISH COLOR GLASS TYPE TYPE 1 2 SIZE MATERIAL FINISH REMARKS 101 _SALES FLOOR LVT7 C8.1 P7 NONE TACT 1,2,4,5,6,11 i FACTORY (COLUMNS WA NONE _PI STAINLESS IAA 5,11 0 100B VESTIBULE SINGLE W-0'x T-0' J ALUM ANOD BRONZE TEMP -[16] PAINT ANOD 1,4,7,10,11,14 - O Z U FACTORY COOLER WALL WA 8"WOOD P7 PI NONE WA 7,8 n 100C VESTIBULE DOUBLE 1Z-0"x T-0" J ALUM ANOD BRONZE TEMP •[16] PAINT ANOD 1,4,7,10,11,14 102 UTURY SEALED CONCRETE CBA _PI TRIP ISTRUCTURE 14. a O FACTORY 101A ENTRY DOUBLE 14'-0"x T-0" J ALUM ANOD BRONZE TEMP -[16] PAINT ANOD 1,4,7,10,11,14 I w 101B EMERGENCY EXIT 3'0"x T-0" C HIM PAINT P7 WA N HIM ANOD 5,9,10,ALARMED PANIC BAR CONTROL V coM TEMP/ - - 103 (WALK-TUG Vo 102 UTILITY 3'0"x T-0" B WD PLAM PL1 FROST N HIM PAINT 3,6,9 DOOR PER Z L CV TEMP/ 104 BREAK SEALED CONCRETE C6.1 P1 NONE ISTRUCTURE 2,4 SCHEDULE Co ,6,9 105 IELECTRICAL/IELECOMSE 104 BREAK 3'-0"x T-0" B WD PLANT PL1 FROST N FIv1 PAINT 3 ALED CONCRETE NONE P1 PLYWOOD STRUCTURE 3,4 O 0 105 ELECTRICAL7TELECOMM. X-O"xT-0' E WD PLAM P7 WA N HIM PAINT 3,6 108 RESTROOM CT1 SEE WAINSCOT P1 CT2,CT3 IGWB 4,10 ,A 106 UNISEX RESTROOM 3'-0'x T-0" A WD PLAM PL7 WA N HIM PAINT 2,3,6,9,UNISEX SIGN 107 IANI OR SEALED CONCRETE CB.1 P1 FRP STRUCTURE 14, V' 107 JANITOR 3'-0"xT-O" E WD PLAM P7 WA N HIM PAINIT 3.6 108 IRESTROOM CTi SEEWAINSCOT PI CT2,CT3 GWB 4,10 10B UNISEX RESTROOM X-O"x T-0' A WD PLAM PILL WA N HIM PAINT 2,3,6,9,UNISEX SIGN 109 IC-Cli 1. VNYL7 6'SELF COVE P2 NONE ACT 4, z TEMP/ 110WAITING LVT2 PLAM ONVOOD PI PL7 ACT 1,4,6,7,12,13 TYPICAL H.M. DOOR FRAME (INTERIOR) p 109 CamClinic 3'-0"x T-0" B WD PLAM PILL FROST N HIM PAINT 3,6,NO CLOSER Ill PHARMACY CPTI COVE BASE P1 NONE ACT 2,4,5,6,7, Scale: 3 1 " SIDE FOLDING GRILLE 'SEE NOTE 16 (SOFFIT FACE WA WA P1 UON PLI GWB 6,7,12,13 z 111A PHARMACY GATE 3Z-3"x9'-0" H HIM ALUM CLEAR WA -[16] METAL ANOD ADDITIONAL WIDTH AT POCKET 112 COUNSEL RM VINYLI 6'SELF COVE P1 PLI ACT 4.13CD ` TEMP/ 113 (STORAGE SEALED CONCRETE NONE P1 &PLYWOOD STRUCTURE 3,4,5 �1•.L� ^ J 111E Rx TO COUNSEL HIM 3'-0"x T-0" D WD PLAM PILL FROST N HIM PAINT 3,6,DUTCH DOOR,9-LOWER HALF SELF CLOSING 114 (OFFICE SEALED CONCRETE COVE BASE P1 NONE ACT 2.4 V �"+ Rx CASEWORK HALF G.C.TO PROVIDE LEVERSET AND 1 PAIR HINGE 115 SPRINKLER RISER RM FINISHES PER BUILDING STANDAR Q DOOR BY BARTELL- HARDWARE TO MATCH STYLE PER SPEC.AND W 111C HARDWARE BY G.C. T-W x T-5" D WD PLAM PL1 WA 'CUSP WOOD PILL REST OF STORE MEN w TEMP/ MISCL.P-LAM ITEMS UJ O Z 112 COUNSEL RM 3'-W x T-G' D WD PLAM PILL FROST N HIM PAINT 3,6,DUTCH DOOR,9-LOWER HALF SELF CLOSING HonmarrEG A STOCK,Rx DUTCH DOOR,OTHER P-LAM DOORS=PL1 111N1 ACCESSIBLE 113A STOCKROOM DOORS 5'-0"x T-0" F WD PLAM PILL ACRYLIC O HIM PAINT ELAISON DOOR(INCL.ACRYLIC RELITE) BREAK AREA CASEWORK BY G.C.TO HAVE PL2 EXTERIOR,WHITE MELAMNE INTERIORS.COUNTERTOPS=PL4 MEN WOMEN UNISEX RESTROOMS " R nooen L LU 113B RECEIVING DOOR 6'-0"x T-0" G STEEL FACTORY FACTORY WA -[16] STEEL PAINT 10,12,PEEPHOLE 'SEE NOTE 16 B w 113C EMERGENCY EXIT 3'-0"x T-G' C HM PAINT PI WA N HIM PAINT 5,9,10.ALARMED PANIC BAR CONTROL � 114 OFFICE 3'-0"x T-G" C HIM PAINT PI WA N HIM PAINT 9,PEEPHOLE,NRP HINGES C WHEREMARKIN REO'D( AINSCOCOUNTERTTRI AND PARTIAL EIGES H PL4 -MATCH - - - WHERE REQ'D(WANSCOTT TRIM,PARTIAL HEIGHT WALLS WITH WOOD CAPS,ETC.)TO BE PIAM ONVOOD=PL7 JOIN WALL MOUNTED SIGNAGE (TYP) EXTERIO D Cu 115 SPRINKLER RISER RM 3'-0"x T-0" C HIM PAINT R WA N HIM PAINT 10,13,KNOX BOX PER FIRE DEFT. NOTES WALL MOUNTED � p REMARKS 1 SEE FLOOR FINISH PLAN FOR TILE LAYOUT AND MATERNAL TRANSITDNS SIGNAGE (V 1 PROVIDE DECAL SIGN WITH 1"WHITE LETTERS ON CLEAR BACKGROUND READING:THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS."LOCATE ON INSIDE OF TRANSOM. ALL WALLS RECEIVE BASE EXCEPT WHERE FIXTURES COVER OR UNLESS OTHERWISE NOTED.BASE TO CONTINUE 12"BEHIND FIXTURES.VERIFY M 2 PROVIDE AND INSTALL 6"SQUARE INTERNATIONAL SYMBOL OF ACCESS SIGN ON EXTERIOR OF DOORS. 2 1 WITH BARTELL ^ N 3 PROVIDE LEVER HANDLES ON ALL MAN DOORS(EXCEPT STOREFRONT)PER BARTELL SPEC.NO THUMB TURNS,FLASH BOLTS,OR DEAD BOLTS ALLOWED. 3 1 PROVIDE FIRE RETARDANT PLYWOOD WAINSCOTFROM 0'3'AFF T08'J'AFF.OMIT PLYWOOD ABOVE DOOR(S). Z M M 4 LLVALUE MAX= TESTED AVG.FOR LEAF&FRAME AS UNIT ASSEMBLY(STOREFRONT) NFRC CERTIFIED ASSEMBLY,U480,SHGC-0.40 4 DOORJAMBS-ENAMEL PANT TO MATCH ADJACENTWALLS OR P7 ATCOOLER DOORS. rrr rrr 5 SELF-CLOSING,20 MIN.LABELED,GASKETED SIDES&TOP,NRP HINGES S PAINTCOLUMNS Pl.METAL COLUMNS SHALL BE ENAMEL TO MATCH Pl. 6 SOLID CORE 8 VERIFY PAINT TRANSITIONS ON-SITE WITH BARTELL DRUGS. N Q 7 OFFESET DOORS AND GLASS 7 SEE ELEVATION FOR PAINT PLAN-VERFYWITH BARTELL DRUGS. N W N 8 LLVALUE MAX=0.60 FOR SYSTEM TESTED AS UNIT ASSEMBLY(SOLID DOORS) B HANGING WALL FINISHED WITH 172'PLYWOOD-GWB WHERE REDID BYCODE.FINISHED FACE TO BE FLUSH WITH GWB 0/PLYWOOD ON COOLER 9 SELF-CLOSING B DOOR AT CARE CLINIC TO BE PILL EXTERIOR FACE AND PL2 INTERIOR FACE r 10 WEATHERSTRIP 10 CERAMICTLEtBULLNOSETRMTOBE+58'TOUTLIZEFULLTLES.PROVDEADAACCESSIBLETRANSITIONBETWEENCERAMICTILEANDVCTAT Q Q m 11 ANODIZED FRAME-CLEAR 3-COAT SYSTEM 11 _ SALES AREAG OLUMNS TO RECEIVE STAINLESS STEEL WRAP CANTED AT TOP EDGE PER BARTELL SPEC.INSTALL COLUMN WRAPS AFTER , 12 POWER OPERATED WITH MANUAL-OVERRIDE CHAIN-OPERATED WOPERATED HOIST.INSULATED.PEEP HOLE. 12 _ OMIT GWB AT PLAM WANSCOT.INSTALL PLYWOOD BACKER TO MATCH ADJACENT GWB THICKNESS.PLAM OVER PLYWOOD WITH VERTICAL GRAN j / w f 1 N 13 LOST MOTION LEVER ON EXTERIOR HANDLES 13 OMIT GWB AT PIAM WAINSCOT INSTALL PLYWOOD BACKER TO MATCH ADJACENT GWB THICKNESS.PIAM OVER PLYWOOD WITH VERTICAL GRAN Q U 14 POWER OPERATED DOOR IN CLEAR ANODIZED ALUMINUM FINISH.VERIFY MANUFACTURER. 14 _ TRIP WANSCOTAT PLUMBING FIXTURES PER BARTELL SPEC. 0 15 NOT USED 15 INSTALL GWB OVER PLYWOOD OVER STUDS ON WALLS. CORRESPONDING 16 TRACK MOUNTED SYSTEM PER MANUFACTURER INSTALL FLUSH WOODEN DOOR PAINTED TO MATCH SURROUND NG WALLS.USE FLUSH DOOR HARDWARE.SPECIFICATION TO BE APPROVE BY GRADE 2 BRAILLE N N 17 SINGLE SLIDER VERSION OF 14'-0"WIDE DOUBLE SLIDER MAIN ENTRY DOOR PER BARTELL SPEC- 16 BARTELL.DOOR AND HARDWARE SHOULD NOT BE NOTICIBLE WHEN VEWNG THE WINDOW BOX FROM THE STREET. Li m WALL MOUNTED SIGNAGE REQUIREMENTS: J B' :D Q F3 1. SIGNS ARE CENTERED ON THE WALL 60"ABOVE THE FLOOR. (� NOTE: SEE ASSIGNMENT SHEET A-602 FOR BUILDING FINISH COMPONENTS. 2. MOUNTING LOCATION ALLOWS A PERSON TO APPROACH WITHIN 3"OF THE LLJ L) Li SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING = Iy k WITHIN THE SWING OF THE DOOR. U LL Q 3. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IS INSTALLED ON THE N W IIIOU WALL ADJACENT TO THE LATCH SIDE OF THE DOOR.THE BORDER J DIMENSION OF THIS PICTOGRAM SHALL BE A MIN.OF 6"IN HEIGHT. J F WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE DOORS,SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT W N WALL. N _ F 4. LETTERS AND NUMERALS ARE RAISED 1/32",ARE SANS-SERIF UPPERCASE Z v CHARACTERS AND ARE ACCOMPANIED BY GRADE 2 BRAILLE. I In CHARACTERS ARE MINIMUM 5/8"HIGH AND A MAXIMUM OF 2"HIGH. ly 5. THE CHARACTERS AND BACKGROUND OF THE SIGN IS MATTE OR W � NON-GLARE FINISH AND THE COLOR AND CONTRAST OF THE c SIGN DISTINCTIVELY CONTRASTS WITH THE COLOR AND CONTRAST OF c [] U in w THE WALL. 0 rV x 6. THE REQUIRED COLOR OF THE SYMBOL OF ACCESSIBILITY CONSISTS OF 0 iI LL J A WHITE FIGURE ON A BLUE BACKGROUND. �l o J Qm r 8d sheet 20 ADA SIGNAGE DETAIL 0 A2.5 Scale: 1/4"=1'-0" 0 SIGNS PER SIGNAGE PERMIT STUCCO ON METAL STUDS STANDARD CMU BLOCK WHERE NOT EXPOSED TO VIEW M N (NOT SHOWN IN ELEVATIONS. SEE SECTIONS) = CMU-7 A B L A4.3 A4.3 F ACCENT BASE CMU BLOCK (MUTUAL MATERIALS SPLIT t MAIN BODY CMU BLOCK(SPLIT FFACE,CHARCOAL) =CMU-3 LINE OF ROOF BEYOND(TYP.) BEYOND A4.1 FACE) A4 1 24 GA. PRE-FINISHED METAL CAP FLASHING STONE VENEER (CULTURED STONE,SOUTHERN 24 GA. PRE-FINISHED METAL CAP FLASHING ENTRY VESTIBULE OPEN TO UNDERSIDE OF ROOF LEDGESTONE-WOLF CREEK) ABOVE MAIN BODY CMU BLOCK (MUTUAL MATERIALS SPLIT Moor STONE VENEER FASCIA(WOLF CREEK) FACE, MESA TAN) =CMU-1 ACCENT MEDALLIONS - - - _ ❑aID LOWER ACCENT BELT COURSE(MUTUAL MATERIALS 8x8 STUCCO ACCENT ON CMU BLOCK =-_= - METAL CANOPY GROUND FACE, BIRCH) = CMU-2 SIGN SI�i � BARLl ELL ]�h'L SPRTCFACE, KHAKI) =CMOC�(MUTUAL MATERIALS o VERTICAL ACCENT PILASTERS AT i, x CORNER WITH ACCENT CMU BLOCK ® UPPER ACCENT BELT COURSE(MUTUAL MATERIALS a (KHAKI) �i ACCENT SCONCES AT ENTRY w 3 SCORE SPLIT FACE CMU ACCENT - _ SPLIT FACE, 3 SCORE, BIRCH) = CMU-5 E, (BIRCH) ACCENT MEDALLIONS AND HORIZONTAL ACCENTS(8"x8" APPEARANCE)(MUTUAL MATERIALS SCORED SMOOTH �, __ FACE,ONYX) = CMU-6 o v ...: .. w __-__ � PRE-FINISHED METAL AND METAL CANOPIES (MATCH STONE VENEER(WOLF CREEK) _ DARK BRONZE METAL ROOFING) METAL FRAME HELD OFF BUILDING FACE METAL ROOFING(AEP DARK BRONZE) WITH VERTICAL WOOD LATTICE WORK _ (ACCENT FEATURE) PROVIDE GREEN - - STUCCO FINISH COAT(STUC-O-FLEX PORTABELLO) SCREEN LANDSCAPE AT THIS FEATURE. _ _ �`. CONCRETE CURBING AT ALL SEE 18 A1.1 " WALLS WITH WALKWAY. INSULATED VISION GLASS(CLEAR DOUBLE PANE CLEAR 7'-4" 16' T-4" GLASS WITH LOW E COATING)SPANDREL GLASS TO BE o o —WALL LIGHT. SEE 313"FIXTURE SOUTH ELEVATION TYR. (1)AT SOUTH ELEVATION SCHEDULE OPACICOAT"LAVA BRONZE"OR APPROVED EQUAL. Seale: 1/8"=r-0" EXTERIOR FINISH KEY = P �\ A TACCNT E w 6 A4.4 ( F 1 A4.0 A4.1 1 w� Y WALL SIGN PER SIGNAGE PERMIT �N C STUCCO ACCENT ON CMU BLOCK 24 GA, PRE-FINISHED METALLASHING B WALL LIGHT. SEE BD FIXTURE VERTICAL ACCENT PILASTERS WI A4.0 ACCENT MEDALLIONS �q4,p SCHEDULE TYP. (1)AT EAST ACCENT CMU BLOCK (KHAKI) (ONYX) —SCORED SMOOTH FACE CMU (ONYX) ELEVATION VERTICAL REVEALS AT STUCCO -- IF 7sK (SANDSTONE) MAIN BODY SPLIT FACE CMU BLOC ( ) NE 1B or ACCENT SCONCES ■ >: i ■ METAL CANOPY AT ENTRY Z U 8'TYP. O` 3 SCORE SPLIT FACE CMU ACCENT(BIRCH) L N S. S. S. S. S. S. S. S. S S. i Z GROUND FACE(8x8)CMU ACCENT(BIRCH) 00 mmmmm-. mmmmmm mm�� SPLIT FACE CMU BASE(CHARCOAL) }I METAL CANOPY EAST ELEVATION T=TEMPERED GLAZING UNITS 1"INSULATED WINDOWS IN ANODIZED ALUMINUM a > Z S=SPANDREL GLAZING UNIT FRAME Scale: 1/8"=1'-0" '^ CD Z_ /I'♦1 J F WALL LIGHT. SEE BD FIXTURE E A v a SCHEDULE TYP. (3)AT NORTH ELEVATION OUTLINE OF ENTRY ROOF FAUX PILASTERS WITH ACCENT A4.2 METAL CANOPY OVER BEYOND. (STANDING SEAM MEx7r, CMU BLOCK AT NORTH FACE /1 W ROOF OVER ENTRY) METAL FRAME HELD OFF BUILDING FACE WITH VERTICAL DRIVE UP WINDOW if Z WOOD LATTICE WORK(ACCENT FEATURE).SEE 18/A1.1 Q O 8° 17 ,-4' 21�-4" ,_4„ _4„ �-4 28,_8• W W --T — , p _J — [If_ _ LV U, - - -� __ ■ ■ - DRIVE UP WINDOW AT LOADING DOOR CANOPY a PHARMACY A/ LIB O (V -- rr-Iff If 11 nl-n __ IQUQU I➢1I➢1I ... Z CANOPY BEYOND ' - m o---------- -- -------- Q � 2' 16' -4" -4" -4" L3o N NORTH ELEVATION 0 Scale: 1/8"=V-0" N rr�n1 N N :BEYOND - SEE Q �' ;PLAN 3 1 s o 5 P 6 A4.5 A4.0 A4.4 L VERTICAL ACCENT PILAS ERS WITH L U KAKI q¢,y BEYOND SIGN PER ACCENT CMU BLOCK Q ( ) SIGNAGE PERMIT W W to LINE OF ROOF BEYOND(TYP.) J N YJ El FF] - — --- --- ® -- ---S1G\T Z > 0 C T To r, U i CANOPY ABOVE DRIVE ro - _-, - / u W THROUGH WINDOW _ 7'_4" Q WALL LIGHT. SEE BD FIXTURE SCHEDULE T. TYP. (3)AT WEST ELEVATION. - (D sheet o ;BEYOND -SEE W WEST ELEVATION PAN X A3.0 f RISER ROOM MAN DOOR OVERFLOW ROOF DRAIN OUTLETS. SEE 15/A2.2. �A, Scale: 1/8"=1'-0" W BUILDING ENVELOPE NOTES: MIN 22 GA. CALM. MIL. F COUNTERFLASH'G PAINTED PROVIDE CONT. B. ROD 1. PROVIDE SEALANT,CAULKING,GASKETING,AND/OR WEATHERSTRIPPING AT ALL INTERFACES&PENETRATIONS OF EXT. BLDG. ENVELOPE-TYP. TO MATCH COPING - &SEALANT BETWEEN EXTEND INTO MORTAR JT. /� COPING&COUNTERFLASH 2. AT PENETRATIONS OF BELOW GRADE WALLS,USE BENTONITE WATER-PROOFING PRODUCTS TO SEAL PENETRATIONS. & PROVIDE CONT. BEAD \(3 SURFACES)AND SEALANT ALONG BTWN 3. PROVIDE CONT. BACKER ROD&SEALANT AT INTERIOR&EXTERIOR SIDES OF ALL GLAZING SYSTEMS. ENTRY LINE COUNTERFLASH&CMU - 1"INSULATED 4. AT ALL SEALANT CONDITIONS, SET BACKER ROD DEPTH TO ENSURE MFGR'S RECOMMENDED WIDTH-TO-DEPTH RATIO,&TOOL SEALANT TO ENSURE PROPER CONTACT w WINDOW FRAMES AND \ BLOCK (VERTICAL EDGES) GLAZING UNIT PROVIDE CONT. S. / \\ AT EXPANSION JOINTS, SEALANT BTWN. COATED ROUGH-OPENING SURFACE / PROVIDE BACKER ROD& STOREFRONT SYSTEM STOREFRONT&GWB MASONRY NOTES: SEALANT EACH SIDE OF SILL / JOINT- ON EXT.SIDE, 1. USE STANDARD GREY MORTAR THROUGHOUT, DOUBLE-BUTTERING ALL JOINED BLOCK, DOUBLE-STRIKING THE EXTERIOR SIDE OF THE WALL PLUS BACK-STRIKING THE INTERIOR SIDE, FINISHING PROVIDE SANDED JOINT TO DIM. PT. =T.O. BLOCK o W MATCH ADJACENT MORTAR ITH CONCAVE JOINTS. TO PREVENT BREAKING THE BOND BETWEEN BLOCK UNITS AND MORTAR CRACKING,ALLOW SUFFICIENT TIME FOR MORTAR TO ACHIEVE A FIRM STATE BEFORE PLACING AND �� PROVIDE HEAVY DUTY TOP TRACK VIBRATING THE SCHEDULED GROUT FILL. TAKE ALL OTHER MEASURES(WATER REPELLANT,DAMPPROOFING BELOW GRADE(IF ANY)ETC.),AS REQUIRED,TO ENSURE A WATERTIGHT FINISHED WALL. / �� OR BOX BEAM SPANNING BEYOND WINDOW OPENING TO ADJACENT 2. PROVIDE SMOOTH FACE CMU BLOCK IN SCHEDULED COLORS,IN LIEU OF SCHEDULED SPLIT FACE BLOCK,AT THE FOLLOWING LOCATIONS: /.. F JAMBS(EACH SIDE) FOR RIGIDITY OF WALL AT SPANDREL WINDOW A. THE TOP TWO ROWS OF ALL PARAPETS, PER DETAIL 4/A2.2. CMU *(SMOOTH FACE TO MATCH COLOR DIRECTLY BELOW) �'- COPING ATOP CORNICE OPENINGS. R-15 BAIT _ cf. 1 A5.0 - EXTEND MIN.8" INSULATIONSTL.S 3 5/8" ( / ) METAL " STUDS B. THE LINTEL BLOCK AT THE REAR OF ALL CANOPIES&AWNINGS. UNDER COUNTERFLASH (ROOF'G MIN. 24"O.C. ALIGN &BALANCE OF CORNICE DTL. SEE STRUCT. DRWG.S FOR 1"INSULATED GLAZING UNIT WALL WITH FURRING C. THE CANOPY WALL ATTACHMENTS, PER DETAIL WALL SECTIONS AND STRUCTURAL PLANS.; AT THESE LOCATIONS, USE A SMOOTH FACE 8X8 SMOOTH BLOCK CENTERED ON THE STRUT NOT SHOWN, FOR CLARITY) LOCATIONS OF ALL WITH OPACICOAT"LAVA AT CMU WALLS ATTACHMENT WITH AN ADJACENT 8X8 SPLIT FACE BLOCK TO MAINTAIN THE 16"MODULE OF THE RUNNING BOND PATTERN.SMOOTH FACE ONLY BEHIND 7 1/2"SQUARE MOUNTING PLATE EXPANSION JOINTS BRONZE"SPANDREL GLASS CENTERED ON 8X8 BLOCK MODULE. FACE OF CMU BELOW. 3. MAINTAIN SOLID GROUT THROUGHOUT ALL BLOCK. LOW PARAPET 4. ALL BLOCKS AND MORTAR TO HAVE"DRY-BLOCK"(BY GRACE)ADMIXTURE THROUGHOUT. WALL o o STUCCO NOTES: =9 LOW TO HIGH COUNTERFLASHING EXPANSION JOINT MULLION AT SPANDREL GLASS 1. ALL STUCCO WORK TO COMPLY WITH THE 2015 IBC AND ASTM STANDARDS. FINISH COAT TO BE STUC-O-FLEX, SAND FINISH,COLOR: PORTABELLO Scale. 1 1/2'1'-0' Scale: 3=1'-0 Scale: 1 1/2"V-0„ 2. PROVIDE J MOLDING AT PERIMETER AND EDGE CONDITIONS. PROVIDE EXPANSION JOINTS AS SHOWN ON A3.0 OR APPROVED ALTERNATE DESIGN TO BE APPROVED BY ARCHITECT. F F NOTE: SEE EXTERIOR ELEVATION SHEET A3.0 F A 4 FOR CMU BLOCK TYPE. "CMU* "EQUALS - MIN. 24 GA. PREEN. MTL COPING SMOOTH FACE BLOCK TO MATCH COLOR A2.2 DIRECTLY BELOW AT CORNICE.TYPICAL T.O. BLOCK STUCCO FACADE AT CMU: PRESSURE-TREATED WOOD TOP COMPLETE 3-COAT PORTLAND CEMENT STUCCO T.O. BLOCK I PLATE SYSTEM w/STUC-O-FLEX FINISH COAT, OVER \ i SELF-FURRING LATH(1"±TOTAL THK.), 5 �. COMPLETE w/ALL REQ'D. MTL.ACCESSORIES A2�2 FOR WATERTIGHT,CRACK RESISTANT EXT. T.O. BLOCK T.O. BLOCK FINISH, OVER Z MAIN ROOF SYSTEM: - 1/4"DRAINAGE MAT(INKADRAIN, V MIN. CLASS 'B' BUILT-UP ROOF, PER BDC �i STUC-O-FLEX 'WATERWAY"RAINSCREEN SEE SECTION A/A4.0 O SPEC SECTION 12.A., OVER PROTECTION BD. DRAINAGE MAT,OR APPROVED), FOR BALANCE OF & R-40 RIGID INSUL. ((2) 3" LAYERS OVER - NOTES - TYP. ALL V 2 LAYERS OF GRADE D 60 MINUTE BLDG. WALL SECTIONS U.N.O. j ,^ POOF STRUCTURE, OVER MTL DECK AND PAPER, ROOF STRUCTURE, PER STRUCT. OVER L N - a CMU WALL PER STRUCTURAL DRAWINGS j j O co Sx8x16 INTEGRAL COLOR N o I_ � SMOOTH,SPLIT-FACE& FLUTED CMU BLOCK,AS ROOF ELEVATION ROOF ELEVATION 8'-0" CANOPY I I ROOF ELEVATION j NOTED ON EXTERIOR VARIES VARIES I I VARIES ^^`` ELEVATIONS,w/CLEAR W SEALER FLOOD COAT a a Q > Z OVER EXT. FACE, -� PROTECTOSIL CHEM TRETE 1 OR AS APPROVED BY ARCHITECT. A4.1 ' �/� �VI � J WALL BRACKET v EXPOSED R-15 EXPOSED R-15 ^` Q BATT INSULATION STEEL STRUT, PER - BATT INSULATION V/ ABOVE TO HAVE 1'-4" STRUCT. ABOVE TO HAVE Q W WHITE FACINGS w/ __ ? WHITE FACINGS w/ Q O z MAX. FLAME SPREAD �n �' _ �n c�i MAX. FLAME SPREAD - BRACKET � RATING OF 25 AND a RATING OF 25 AND L Lu SMOKE DEVELOPED AT SIDE CHANNEL, PROVIDE 2"0 - SMOKE DEVELOPED _j O 4 MIN. CLASS'B' SGL.-PLY HOLE ALIGNED OVER ND 2"ABOVE 1.` w li ------- RATING OF 450. - `V RATING OF 450 -i ROOF'G OVER PROTECT. BD. GUTTER,TO PROVIDE RAIN II i _ � NIH TYP. ABOVE WALL N _-----__ A4.1 _ OVERFLOW w cu U) FURRING. o o TOP PL. uj - o it O PROVIDE SMOOTH-FACE CMU BLOCK o IN SCHEDULED COLOR BEHIND m m CANOPY WALL CONNECTION T SUSPENDED CEILING PER REFLECTED o - c SUSPENDED CEILING PER B.O. C10 - ELEMENTS -TYP. o N CEILING PLAN °' n REFLECTED CEILING PLAN 5 Q N PAINT ALL o o B.O. CMU UNDERSIDE OF CANOPY A4.5 Z W W ti 0 0 0 STL. DECK'G ON ff1 z 3 3 3 TS 4x2 FRAMING N Q go A4.5 o go N 5/8"GWB TO MIN. 4"ABOVE SCHEDULED - W N C10 STL. CHANNEL 3 SIDES, o _ CEILINGS o z 3 z 1" INSUL GLAZING IN STEM _ - PER STRUCT. - PAINT 5 --r ALUM. STOREFRONT SYSTEM z z A4.0 T.O. CMU A4.0 -I GWB CEILING PER `L m a_ a_ VERTICAL GLAZING - TYP.: REFLECTED CEILING PLAN - Q `o PROVIDE HEAVY DUTY TOP TRACK OR BOX PAINT ALL EXPOSED CANOPY MIN. U=0.38, SHGC=0.40. w SALES w COMPONENTS,ELECTRICAL WITH PLYWOOD DECK PER U N BEAM SPANNING BEYOND WINDOW LOW-E UNLABLED GLAZING - STRUCTURAL DRAWINGS. �' CONDUIT, ETC.,w/COLOR TO o g o OPENING TO ADJACENT JAMBS (EACH o 3 1/2"ARGON, FIXED, DEFAULT. O z z - MATCH SCHEDULED CANOPY SIDE) FOR RIGIDITY OF WALL AT WINDOW a < �'-'�' COLOR 4 SIM. OR, CERTIFIED TESTED UNISEX N 5 w OPENINGS. ?w ASSEMBLY PER NFRC. 08 W N PROVIDE OPACICOAT SPANDREL GLASS A4.5 ��ff11 R-15 BATT INSULATION IN 3 5/8"STL. 4i o a ^ o STUDS ® MIN. 24"O.C. z a SIM. = WHERE SHOWN. COLOR TO BE "LAVA SALES o (METAL STUDS HELD OFF WALL W/ METAL 5 N BRONZE". 101 Q F 3 CLIPS. FACE OF OWE AT INTERIOR 5" FROM 3x3 PREFIN. MTL. DOWNSPOUT- ROUTE THRU R-15 BATT INSULATION IN N _ CMU WALL, HIGH AS POSSIBLE,TO DROP w/IN w ro FACE OF CMU - TYP.) J 3 5/8" STL STUDS ® MIN. U k o °J o SALES STUD CAVITY,TIGHLINE PER CIVIL _ o a a 101fs 24"O.C. Q 6" HIGH x 6"WIDE CONCRETE CURB ALONG w BUILDING FACE ADJACENT TO WALKWAYS N W W Q1 w CONC. FLOOR SLAB PER STRUCT., OVER w TYP. J J a n CONT. 15 MIL.VAPOR BARRIER (STEGO OR a n < n J F APPROVED BY ARCH.), OVER COMPACTED MIN. - „� CONC. WALK, WHERE INDICATED, PER CIVIL o Q N 5" FROM BLDG.FREE-DRAINING CAPILLARY BREAK AND _I - SLOPE FOR POSITIVE DRAINAGE AWAY W w - F OTHER SUBGRADE AS DIRECTED BY SOILS W a ENGINEER - TYP. Q m x - T.O. SLAB - T.O. SLAB o z I ° a REF. DATUM 0'-0" I a T.O. SLAB T.O. SLAB REF. DATUM0'-0"_ -O'z W w L3 in 08� 4 TAPE VAPOR 08� p,�,4 O8� 9 °? O8� REF. DATUM Z U Y __--D�----- y� BARRIER TIGHT TO �8 O Z oq °w°°% Rol WALL 99 a UNINTERRUPTED fFF 9g�°°o ® Ag�°o°wo a _ Ag�°°o 6 U J Q m SEAL, PER BARRIER o`* &ox^ FOOTING PER STRUCT. o� °oO MFGR.'S SPECS r DAMPPROOF FOOTING DRAIN DETAIL, (n sheet EXTERIOR SIDE OF PER SOILS REPORT BELOW-GRADE J BLOCK - TYP. J WALL SECTION WALL SECTION WALL SECTION WALL SECTION >Q A4.0 A Scale: 1/2"=1'-0" B Scale: 1/2"=1'-0" C Scale: 1/2"=1'-0" D Scale: 1/2"=1'-0" > 7YZ" W.R. GRACE ICE&WATERSHIELD FLASH'G ALL STEEL WALL PL./BRACKET w/ AROUND HSS PLATE,LAPPED MIN. UNDER STL.STRUT,PER STRUCT. R11 CONT. BEAD PROJECTED KNIFE PL., PER ® STUCCO FINISH ALL AROUND - PAINT TO MATCH 10" 4" SEALANT STRUCT. PAINT ALL CANOPY STEEL WALL PL./BRACKET w/ STEEL WALL BRACKET, KNIFE PLATE KNIFE PLATE w/RADIUS TOP GUTTER FLANGE COMPONENTS TO PROJECTED KNIFE PL.,PER AND ROD CONNECTION PER PER STRUCTURAL ® ® MATCH CANOPY STRUCTURAL PENETRATING STRUCTURAL DRAWINGS. STUCCO SYSTEM EXTEND ROOF'G UP OVER T.O. 2x TOP PLATE PROVIDE WATERTIGHT SEE SHEET A2.2 FOR STEEL STRUT ROD THREADED O24 GA. BOOT FLASH'G LOCATIONS INTO TURNBUCKLE AND CLEVIS COPINGPREFIN. MTL. O TERMINATION OF STRUT l N.T.S. PINS EACH END PER ( __ STRUCTURAL SINGLE PLY R00 ING � 2 P ON RECOVERY BOARD f/ DRILL FLANGE AND SMOOTH-FACE J F.O.STL CHANNEL EXTEND ROOF'D DOWN INTO MIN. FLASH ROOFING BOOT ONTO CONT. CLIP FOR '" 8x8x8 SMOOTH FACE CMU � 20 GA. PREFIN. MTL GUTTER LINTEL BLOCK, PIPE M.B. w WASHER - / - T SYSTEM,OVER BRACKET, �STUCCO S S E 0 E BLOCK BEHIND BRAC E, PER PER MASONRY " THIRD TO COUNTER-BUILDING DRAINAGE MAT,OVER MASONRY NOTE A4.0 NOTE A4.0 I' I BUILDING PAPER,OVER SUNK NUT IN 2x_ MIN, 24 GA. DRIP FLASHING, CMU BLOCK OPUT- COLOR-MATCHED TO WINDOW SYSTEM TERMINATE STUCCO 1/2"CLR.OF HSS PLATE, INTO "J"MOLDING, 4 SIDES - PROVIDE CONT. STL CHANNEL, SEE DETAILS 17 AND WINDOW SYSTEM SHIM'D AS REQ'D, 18 A22 FOR BALANCE SEALANT ALL AROUND BTWN J-MOLDING AND PLATE PER STRUCT. TS BEAMS,PER SR T. w/CONT. BACKER ROD&SEALANT UC OF NOTES&DETAIL U EA. SIDE- EXT.SEALANT PIPE WELDED TO TUBE STEEL DIMENS. PT. _ COLOR-MATCHED TO WNDW.SYS. - YA EDGE OF TYP. 4 SIDES OF ALL OPENINGS FLANGE o 0 rV CANOPY DETAIL 2 CANOPY DETAIL AT STUCCO CULT. STONE 3 CANOPY DETAIL CANOPY DETAIL 5 CANOPY DETAIL Scale: 1 1 2"=1'-0" Scale: 1 1 2"=1'-0" Scale: 1 1 2"=1'-0" Scale: 1 1 2"=1'-0" F 5 NOTE: SEE EXTERIOR ELEVATION SHEET A3.0 5 5 w FOR CMU BLOCK TYPE. "CMU *"EQUALS SMOOTH FACE BLOCK TO MATCH COLOR 10 DIRECTLY BELOW AT CORNICE.TYPICAL 10 Si A2.2 A2.2 T.O. BLOCK �1 T.O. BLOCK 11 T.O. BLOCK 1 I i i i V� T.O. BLOCK CULTURED STONE SYSTEM AT CMU Z /1 WALL: SEE SECTION A/A4.0 CULTURED STONE ON LATICRETE O FOR BALANCE OF MASONRY VENEER MORTAR ON NOTES -TYP.ALL LATICRETE AIR&WATER BARRIER ON WALL SECTIONS U.N.O. CMU BLOCK PER STRUCTURAL. (^ M F-1 N O N I I BOX F0� j(T STUCCO FACADE AT CMU: TENANT SIGN. (V^n/` (TENANT SIGN I I COMPLETE 3-COAT PORTLAND CEMENT STUCCO a > z N.LC. L-� SYSTEM w/ACRYLIC FINISH COAT,OVER Q SELF-FURRING LATH (1"±TOTAL TIER.), 1 COMPLETE w/ALL REQ'D. MTL.ACCESSORIES I w z FOR WATERTIGHT,CRACK RESISTANT EXT. (�, FINISH, T OVER J 1/4"DRAINAGE MAT(INKADRAIN, L Q STUC-O-FLEX "WATERWAY"RAINSCREEN DRAINAGE MAT,OR APPROVED), Lij OVER Lf� li 2 LAYERS OF GRADE D 60 MINUTE BLDG. O z PAPER, -� AT SIDE CHANNEL,P VIDE 2"0 OVER L W HOLE ALIGNED OVER ND 2"ABOVE CMU WALL PER STRUCTURAL DRAWINGS _ W II GUTTER,TO PROVIDE RAIN [If OVERFLOW cu Cl)o TOP PL. o p PROVIDE SMOOTH-FACE CMU BLOCK N N -I IN SCHEDULED COLOR BEHIND V � B.0 C10 i CANOPY WALL CONNECTION � � C:) SUSPENDED CEILING - ELEMENTS -TYP. SUSPENDED CEILING PER SUSPENDED CEILING PER `` N PER REFLECTED 5 REFLECTED CEILING PLAN REFLECTED CEILING PLAN Q ^ N o CEILING PLAN B4O. CMU - 01 M M Aa.1 Z W W ti 0 SEE SECTION C/A4.0 SYSTEMSET TO F.O. WINDOW N Q m FOR BALANCE OF m a CANOPY NOTES - TYP. W nmi o ALL WALL SECTIONS 1" INSUL. GLAZING IN ANOD. _ 'i z WITH CANOPIES U.N.O. ALUM. STOREFRONT SYSTEM m w `L VERTICAL GLAZING - TYP.: Q �p T.O. MULLION ❑ o MIN. U=0.38, SHGC=0.40. ro LOW-E UNLABLED GLAZING - z 1/2"AIR SPACE, FIXED, 0 SALES < DEFAULT. OR, CERTIFIED ni 101 ,i j SALES SALESTESTED ASSEMBLY PER NFRC. N N II m� T.O. CMU X 3 U N � Li p U Nry A4.5 GONG. WALK,WHERE R-15 BAIT INSULATION IN 3 GONG. WALK, WHERE N W W m a = INDICATED, PER CIVIL 5/8"STL. STUDS 0 MIN. 24" INDICATED, PER CIVIL n - SLOPE FOR POSITIVE O.G. - SLOPE FOR POSITIVE J J ❑ U DRAINAGE AWAY FROM DRAINAGE AWAY FROM Q J F w BLDG. BLDG. W w W T.O. SLAB F T.O. SLAB T.O. SLAB m Wao o°ouumiuumij� ° o'" `moo U U in Q 8 p8� oy. [�8 llp UT �� °A 0° INT �9 LL J °`a, o�oPo o 9a ePo�� 9� W (n sheet J 01 WALL SECTION WALL SECTION WALL SECTION WALL SECTION >Q A4.1 E Scole: 1/2"-1'-0" F Scale: 1/2"-1'—O" G Scale: 1/2"-1'-0" H Scale: 1/2"-1'—O" > CHANNEL SCREED w/ 1/2"REVEAL(FRY PCS-75-50,OR EQUAL) TYPICAL AT HORIZONTAL &VERTICAL REVEALS. SEE ELEVATIONS FOR LOCATIONS 1/2"EXTERIOR PLYWOOD STUCCO FINISH PER WALL SHEATHING ON 6"METAL SECTIONS N STUDS PER STRUCTURAL DRAWINGS. FRY PCM CORNER KEY o rV CORNER & REVEAL AT STUCCO Scale: 1 1/2" 1'-0" _ 5 1/2"EXTERIOR PLYWOOD ON 6"METAL STUDS w NOTE: SEE EXTERIOR ELEVATION SHEET A3.0 T A 2'-8"N.T.S. PER STRUCTURAL �gN FOR CMU BLOCK TYPE. "CMU* EQUALS SMOOTH FACE BLOCK TO MATCH COLOR DIRECTLY BELOW AT CORNICE.TYPICAL DRAWINGS. STUCCO FINISH PER WALL SECTIONS FRY REGLET TYPE T.O. BLOCK "STX' STUCCO REGLET FRY REGLET R-21 BATT "SPRINGLOK"FLASHING INSULATION WITH VAPOR BARRIER MAIN ROOF SYSTEM T.O. BLOCK T.O. BLOCK Z U U U � U Z L N O 00 N ---- STEEL DECKING PER �y (� j ZISTRUCTURAL LIB V^/` 0 STUCCO TO ROOF TRANSITION o Scale: 1 1/2"=1'—O" /� CD Z_ WALL FURRING PER PLANS •/ 2 J T D Q O 18 GA.ST. STL.GUTTER AT SIDE CHANNEL, PROVIDE 2"0 HOLE SUN SCREEN. SIMILAR TO CANOPY if BUT NO WATER COLLECTION. Q O Z ALIGNED OVER AND 2"ABOVE GUTTER, _ ,n U TO PROVIDE DRAIN OVERFLOW W-I 1"INSUL. GLAZING 0 W IN ANOD.ALUM. L `i STICKPINNED INSULATION BATTS II STOREFRONT SYSTEM TOP PL. ABOVE PLYWOOD WAINSCOT, w/ m O Nco Cl) II II WHITE FACING w/ MAX. FS 25 & a 6 W s� SMOKE-DEVELOPED RATINGS OF -C A4.6 �,n r Y/ RI _ �' CO U p1 B.O.C10 450, PER IBC 719.3. AT JAMBS & y O HEAD, EXTEND INSUL AS CLOSE AS EACH SIDE OF CANOPY POSSIBLE TO DOOR TRACK COIL STUCCO FINISH PER WALL ` SHROUD ABOVE. / o TOP PIC. SECTIONS WITH J MOLDING ALL M N m m - SIDES. 01 Z M W DIM. PT. Yr rY Ire STORAGE ROOM B.O. 010 I ��ff11 m (SEMI-HEATED SPACE) - CULTURED STONE VENEER PER ul Q in f _ WALL SECTIONS RAL CTU U TRS PER W �n CMU L _ SUSPENDED CEILING PER i /�(ITL�;�11 STORAGE BREAK a DRAWINGS r N REFLECTED CEILING PLAN SLATS PER 6/A4.6 m 104 o Q Q B.O. CMU - - INSULATION BATTS IN B' HIGH STL. 1" INSUL. GLAZING IN ANOD. [3 0 B.O. CMU STUDS BEYOND DOOR, TO BE ALUM. STOREFRONT SYSTEM TRANSACTION WINDOW & COVERED W/ 1/2"PLYWD. STUCCO/CULTURED STONE JAMB DETAIL �0f1 DRAWER ASSEMBLY, AS WAINSCOT TO +8'-0"AFF ALL J Scale: 1 1/2"=1'-O" ul N N DRIVE THOUGH GLAZING: SPECIFIED - VERIFY WALLS EXCEPT PLUMBING WALL AT > MIN. U=0.40, SHGC=0.40. PHARMACY ALL REQT.S & 10 BACK SIDE OF PHARMACY AND In m DIMENSIONS - PROVIDE A44 SHEAR WALL. RETURN TO CMU ? a RI Q F CONT. B. ROD & z WALL AT DOOR OPENINGS, 3 M SEALANT ALL AROUND, BOTH SIDES OF WALL o U Li INSULATED (R-5 MIN.) > B.O. WINDOW a COILING STEEL TRUCK DOOR Q i ASPHALT PAVING, CMU PER STRUCTURAL �i T.O. CMU � PER CIVIL - DRAWINGS W W 1n a SLOPE POSITIVE FOR �n STUCCO FINISH PER WALL J J w 6"Hx12"W CONC. CURB 15 U SECTIONS Q J F w ALONG ENTIRE NORTH PA GE WAY ROMBLDG N W FACE OF BUILDING A4.4 _ FRY STUCCO CORNER w MOLDING C 3 L O. SLAB T 0. SLAB T.O. SLAB I I I DIM. IT. EnT. REF. DATUM O'-O" FLASHI •o , o I: a ., &CULNE N w BETWEEN STUCCO W � RED STONE � � .oho `!,o� .:.� BEYOND. c O� o$�o� 08 �� N �� 08� o'$�y�t STUCCO FINISH PER WALL Y o� GONG. HAUNCH AT DOORWAY, 9 SECTIONS WITH J MOLDING O T'" °o""o T'" o o"o °o"o ALL SIDES. �' Q D P PER STRUCT. A 8�0 ® L) J Q m CULTURED STONE VENEER L 1"INSUL. GLAZING IN ANOD.ALUM. W PER WALL SECTIONS STOREFRONT SYSTEM Sheet r (BEYOND) J r WALL SECTION WALL SECTION WALL SECTION STUCCO CULTURED STONE HEAD DETAIL >a A4.Z J Scale: 1/2"-1'-0" K Scale: 1/2"=1'—O" L Scale: 1/2"-1'-0" 20 Scale: 1 1/2"=1'-0" > I RECESS SOFFIT ABOVE HIGH WINDOWS PLAN VIEW ABOVE MAIN ROOF LEVEL ' I U I d d RECESS SOFFIT ABOVE HIGH WINDOWS o I _ T T CVESTIBULE ROOF SYSTEM: 22 GA. PREFINISHED FLASHING TO MATCH V AEP PREFINISHED (OR APPROVED EQUAL) T ROOFING WITH CONTINUOUS CLEAT AT STANDING SEAM METAL ROOFING OVER #30 BOTTOM & DRIP EDGE. FELT ON 1/2" EXTERIOR PLYWOOD ON R-40 4'-8" 15'-4" 5'-b" 1&2 RIGID INSUL. ((2) 3" LAYERS A4.6 POLYISOCYANURATE) ON 1/2" PLYWOOD AND CONTINUOUS '�° _ 2'-8° 2X T&G WOOD DECKING PER STRUCTURAL 1 PREFINISHED METAL o 12 0 DRAWINGS. GUTTER ALONG �`o 1„ SOUTH EDGE OF ANGLE CUT BEAM ENDS AS SHOWN - VESTIBULE ROOF. AT EACH END (NO EXCEPTIONS). 5 EXTEND INTERIOR WALL FURRING TO - UNDERSIDE OF ROOF DECK STUCCO SYSTEM IN 1/2 EXTERIOR / STUCCO SYSTEM ON 1/2" EXTERIOR erg„ PLYWOOD SHEATHING ON METAL INFILL LAM BEAMS AND EXPOSED WOOD AND CMU BLOCK WALL PLYWOOD SHEATHING ON METAL INFILL DECK A4.6 DECKING TO BE STAINED AND VARNISHED. FRAMING BETWEEN TOP OF BLOCK AND R-11 RIGID EVERYWHERE WHERE EXPOSED TO VIEW. UNDERSIDE OF ROOF DECK. PROVIDE INSULATION AT NORTH FLASHING BETWEEN STUCCO AND - CULTURED STONE R-15 BATT INSULATION AT EACH FRAME WALL AT CMU I WALL. I I I j STUCCO SYSTEM ON CMU BLOCK ABOVE j WINDOWS 20 A4.2 i RUN GUTTER TIGHT TO STUCCO SYSTEM ON 1/2" EXTERIOR 1 VESTIBULE AT SOUTH PLYWOOD SHEATHING ON METAL STUDS FACE OF STRUCTURE 7 PER STRUCTURAL. 15 BEYOND TO SPLASH BLOCKS ! U A4.2 BELOW. O L CULTURED STONE VENEER SYSTEM ON WALL TO ROOFFLASHING r CMU BLOCK WALL SPLASH BLOCK CULTURED STONE VENEER SYSTEM AT CMU WALL: L N CULTURED STONE SOUTHERN 000 'a LEDGESTONE "WOLF CREEK"ON —j 41 8'-0"CANOPY N LATICRETE MASONRY VENEER MORTAR (n j ON LATICRETE AIR & WATER BARRIER M ON CMU BLOCK PER STRUCTURAL w/ W CLEAR SEALER FLOOD COAT OVER 10 Q z O FACE, TOSIL CHEM TRETE / / A4.2 OR , OR AS APPROVED BY ARCHITECT. CD V♦ � Z Q CANOPY. SEE NOTES ON C/A4.0 ILL,/ / / Q 0 � L Lu Lu JL -,r- � u 1" INSUL GLAZING IN ANOD. ALUM. ` H L_ _ _ -- - STOREFRONT SYSTEM W Cu _-- p GWB WALL FURRING PER PLAN OVER CMU T u u u WALLS PER STRUCTURAL. WALL MOUNT EXIT SUSPENDED JL EXIT ---------- - EXIT CEILING PER Q N SIGN ABOVE DOORS REFLECTED AT VESTIBULE ZGo CEILING PLAN CANOPY. SEE NOTES ON C/A4.0 m ut N N 1" INSUL GLAZING IN ANOD.ALUM. 1" INSUL. GLAZING IN ANOD. STOREFRONT SYSTEM ALUM. STOREFRONT SYSTEM Q Q ® ® U o AUTOMATIC SLIDING DOOR SYSTEM WITH 0 N MOTION/PRESENCE INFRARED SENSORS - ��, / VESTIBULE / EACH SIDE AND HOLD OPEN BEAMS AT o - VESTIBULE -- N 100 DOOR OPENINGS. DOORS TO HAVE BREAK 100 N N 'b AWAY FUNCTION IN DIRECTION OF TRAVEL o (OUT TO EXTERIOR)AT EACH OPENING IN Q F a CONFORMANCE w/ IBC & WA. STATE BLDG. CODE. ALL DOORS TO HAVE J NNLi SIM. 10 TO A BE 1" IINSULATED TE SUNIITTSSVCOMPLIANT E.ALL SS m LL I IL U Q PROVIDE WALL FURRING IN - WITH ENERGY CALCULATIONS.VERTICAL _ w FRONT OF LOWER GLAZING UNIT A4.5 GLAZING - TYP.: - W W m WHERE SHOPPING CARTS ARE _o STORED. MIN. U=0.80, SHGC=0.40. a GONG. WALK, WHERE INDICATED, W J N PER CIVIL- SLOPE FOR 8" HIGH (VESTIBULE SILL) x WIDE CONCRETE CURB BELOW WINDOW POSITIVE DRAINAGE AWAY FROM w BLDG. _ ___ - ~ T.O. SLABEn Po a D _ D w TIT �g U J Q m '*sd W r (n sheet J WALL SECTION WALL SECTION >Q A4.3 M Scale: 1/2"=1'-0" N Scale: 1/2"=1'-0" > 70 po CMU WALL I I I I I I I I 1 0 I I 1 I � VESTIBULE ROOF SYSTEM F E 3'-8" 29'-4'. 3'-8" ROLL UP DOOR AS SCHEDULED (PAINT) N oRil I I I --t 5 HEAD AT COILING DOOR Scale: o VF STUCCO SYSTEM GLU-LAM BEAMS AND EXPOSED WOOD DECKING TO BE STAINED AND VARNISHED. EVERYWHERE WHERE EXPOSED TO VIEW. _ _ _ CMU WALL -_----��- - PLYWD. WAINSCOT. \ / U III O GALVANIZED 3"x3"x3/8"x 4'-0" WEATHERSTRIPPING ,^ M CULTURED STONE VENEER SYSTEM ', / / / 1" INSUL. GLAZING IN ANOD. ALUM. STEEL ANGLE V' ®JAMBS(PAINT) L N / STOREFRONT SYSTEM TRUCK DOOR O 00 5"±(V Y) I Ld� 0 JAMB AT COILING DOOR Q o Scale: 3"=1'—O" '^ I rV•w♦, � Z_ V 2 J GALVANIZED Q x x 4'-0" STEEL V/ \� STEEL ANGLE A/ uj BEYOND® Lf� CANOPY. SEE NOTES ON C/A4.0 / JAMB(PAINT) TRUCK DOOR Q O Z SLOPE SLAB 1/4'• 1/4"SLAB STE ^L LLJ BEHIND DOOR, / _j a- L1J 1 4"STEP TO 1/4"RADIUSED EDGE 1" INSUL GLAZING IN ANOD.ALUM. u u / � � H STOREFRONT SYSTEM -=i-_��_ _��_ _ _ EXT.SLAB,w/ (n 1/4"RADIUSED NEOPRENE uj Cu p GWB WALL FURRING PER PLAN OVER CMU _��_ _��_ p //! EDGE wEATHERSEAL c WALLS PER STRUCTURAL. �_ N V _,-_ \\ li O 0 0 ` IL a g Q ^ N �I-- a a Z CULTURED STONE VENEER SYSTEM III a a a 4 J c a Iliill d - � W Q N N T, SLAB BEYOND Q m SLOPES PER — CIVIL DRWG.S r' N AUTOMATIC SLIDING DOOR SYSTEM WITH SILL AT COILING DOOR 0 MOTION/PRESENCE INFRARED SENSORS EACH SIDE AND HOLD OPEN BEAMS AT VES110101LE �`� Scale: 3"=1'—O" N N DOOR OPENINGS. m { m FINISH AS SCHEDULED PER PLANS. Q F 3 I j j l 'Sl W MINIMUM 3 INy U k ANCHORS/JAMB LL Q W W m _ SET F.O. DOOR J I I I I FRAME FLUSH w/ ❑ F.O. BLOCK J J F 1O - II II W N --- o - W CMU WALL o _ 7 m " Ia • SHIM AS REQ'D 0 L I w°O ro• � ro re a rW, p BACKER ROD& O8� ! *fig,_ �BO �g Fn Ld SEALANT EA.SIDE 1 CORNER BEAD O 7 Q --- --- �_ o OPENING-TYP. TYP. 8 ` 9q�o 5 DRIP EDGE BUTT GWB,WHERE ~ Q m AT HEAD: SCHEDULED,TO FRAME PEMKO#346 TERMINATE w/EDGE BEAD W OR APPROVED, FULL ( Sheet WIDTH OF FRAME H.M. DOOR&FRAME a (PAINT) -GROUT J FRA SOLID ME WALL SECTION THROUGH VESTIBULE - LOOKING NORTH HOLLOW METAL HEAD JAMB SIM. Q A4.4 N nn Scale: 1/2"=1'—O" LV Scale: 3"=1'-0" > EXTEND GUTTER EXTEND ROOF'D DOWN INTO MIN. MIN. 6"UP BEHIND STUCCO 20 GA. PREFIN. MTL.GUTTER SYS., DRAINAGE 10" 4" MAT&BUILDING 0 Attachment options to structure(wood,concrete or steel) GUTTER FLANGE PAPER a.Attachment devices to structure'/.-inch(6mm)diameter x STOREFRONT SYSTEM STRUCTURE 3-inch(75mm)long closed-eye wood screws;minimum penetration 1 mch(25mm)into the wood member. PROVIDE CONT, SILL FLASH PAN, SEALANT BTWN. b.No. enjoin ga.splay wire looped around bottom chord of PER 15/A4.5 UPTURNED LIP TERMINATE STUCCO Two tz ga.splay wires openjoint or truss. STOREFRONT - IN DRIP SCREED at maz.8'(2,5oomot)o.c. .t0' c.Metal 2-inch x 2-inch(50mm x 50mm)angle,attached to DIM. IT. =T.O. BLOCK N f/�� (3 ram) concrete or steel with approved fasteners. Suapendea x 45 d Tie wire spike minimum%c-iach(5mm)diameter x 2 0 calling inches(50 ram)long,drilled and hammered for concrete. IU5"TYP. e.Tie wire wedge anchor A inch x 1%inches(6mm x DIM. PT. 44mm),for concrete. "F.O. BLOCK" OVERFLOW DRAIN THROUGH EACH f.Beam/flange clamps for steel structure members. END WALL. LOCATE 2"ABOVE _ BOTTOM OF GUTTER. Pan Ion Splay wire to be wrapped around itself three full turns; WINDOW SYSTEM within a 3-inch(75mm)length. TERMINATE STUCCO IN J-MOLDING. O Attachment options at partition PROVIDE CONT. B.ROD&SEALANT ABOVE, BTWN MOLDING&GUTTER a Attach partition track to suspended ceiling main runner with two No.8 S-screws.(Detail A only.) R b.'/s-inch(6mm)closed-eye bolt through partition track. STRUCTURE 'Q' c.2-inch x2-inch(50mm x 50mm)metal angle with two FLASHING AT HEAD OF WINDOW SYSTEM ` o o r o One dgld 67 7 at no areal No.8 S-screws in partition track. WINDOW HEAD WINDOW SILL n CANOPY AT STUCCO/CULT. STONE (SIM.) (z,5omam)o.c.at enemata .to' Splay wire to be wrapped around itself three full turns; aidesor spleywlressash (a 000mm) within a 3-inch(75mm)length. 3 Scale: 1 1/2"-]'-0" 4 Scale: 1 1/2"=1'-0" Scale: 1 1/2"=1'-0" i detail A. AM—45' ® ¢� ® 6 •Bracing a Pleman height to 5 feet(1,500mm):Use%-inch(19mm) w 16 ga.(.0566 in.)cold rolled channel or h-inch(22mm) N 25 ga.(.0188-inch)furring channel or 1 h in.(41mm)25 Suspended J ga.(.0188-inch)steel stud calling b.Plenum height 5-10 feet(1,500-3,000mm):Use nested STOREFRONT SYSTEM PROVIDE CONT. or back to back 3'h-inch(90mm)25 ga.steel studs. SEALANT BTWN. c.Attach to partition with two No.8 S-screws. SILL FLASH PAN, UPTURNED LIP Partition PER 15/A4.5STOREFRONT ~� L DI ENS. PT. =T.O. BLOCK Z 0 J WALL SEISMIC BRACING OPTIONS J 6 (D cn M Z L N 2 00 J Q ;1 WINDOW SILL AT STUCCO/CULT. STONE (SIM.) Q 0 iU Scale: 1 1/2"=1'-0" �/� ~ SIM. 10 10 (n z J PAI 24 GA.COLOR-MATCHED PREFIN. D ^` Q MTL.SILL PAN,w/ 1"h INTERIOR V/ LIP&SOLDERED END DAMS- Q W I WHERE LONG RUNS REQUIRE JT.S, Z GWB ON SALES SIDE OF I s w O LAP MIN.4"w 2 WALL ONLY. - < ONE HOUR RATED CEILING /O � 0 � (2) LAYERS 1/2"TYPE X GWB DEFLECTION FULL-WIDTH BEADS L W OF SEALANT LW EXTEND THIS WALL ON 6" METAL JOISTS AT 16" TRACK BELOW BETWEEN Q Q FULL HEIGHT TO O O.C. PLACE CEILING AT TOP STRUCTURE � ENCLOSE PHARMACY. OF PERIMETER WALL FURRING. �O SEE STRU TURAL O W CU^` _ FOR FRA INO W G OVE LE.S DING O O O /�� CD ROOF STRUCTURE SET PER PLANS SUSPENDED A.C.T. WINDOW SET FLASH PAN Z CEILING,TYR. SILL CAN ON BEDS OF ON CONT. BEADS SEALANT ~ SEALANT WHERE FASTENERS TRACING INSIDE OF ALL 4 EDGES SUSPENDED A. .T NOTE: PROVIDE APPROVED WILL PENETRATE SILL PAN ��ff11 MOUNT TOP TRACK PER CEILING,TYR. SUSPENDED ACT. uJ Q N FIRE CAULKING AT ANY 5 8'TYPE "X" SUSPENDED ACT. MANUFACTURERS CEILING O 12'-6"AFF. / CEILING ® ut RECOMMENDATIONS. PENETRATIONS TO THIS ROOM. GWB.OVER 6" h.l N O O Y 12'-6"AFT. - to O 5/8"TYPE"X"GWB 24TAO.0 STUDS AT m o ON 3/4"PLYWOOD ON ONE HOUR RATED WALL _ CANOPY BY BARTELL 3 5/8"METAL PER WALL TYPE "8" Q DRUGS STUDS® U 16"O.C. _ ro II TYPUCTURAL.. BRACE PER STR SILL FLASHING PAN 0 C 5/8'TYPE"X"GWB - ' J Ifnf1 N ON 3-5/8"METAL Scale: N.T.S. uJ W/ WHITE FREEZER SHELL frfn1 tv STUDS® 16"O.C. - ;y SPRINKLER Ul 123 TYP. BRACE PER m STRUCTURAL FREEZER SALES PHARMACY RISER ,- 20 STOCKROOM SALES Q F Q FREEZER 101 PHARMACY A4.4 113 SALES 3 CAN LIGHTS,PER o 0 0 ANOD.ALUM.SADDLE REFLECTED CEILING P N FREEZER BY CROWN TONKA DOOR AS ,,1X( PER BARTELL DRUG SPEC. SCHEDULED SET IN SEALANT: PEMKO 'Sl U w 45 MINUTE RATED #2727; 2-PC. PEMKO rNy k 'ol PHARMACY WAITING o rn HOLLOW METAL DOOR #271 OVER PEMKO LL Q 11 110 m PLYWOOD WEATHERSTRIP w DOORS AND FRAMES & FRAME TO EXTERIOR. WAINSCOT PER #282,OR APPROVED W W to PER BARTELL DRUG SPEC. SEE DOOR SCHEDULE (/� GWB WALL,BEYOND I BARTELL J J + ASSIGNMENT EXT. PAVING SET _ PAINT _ P7 TRIM PER BD FINISH DRAWINGS 1/4"BELOW - - J N SCHEDULE W r1 SLIDING GRILLE PER P N - CONC. WALK,WHERE T.O. FLOOR SLAB iv Q N III AND DOOR SCHEDULE INDICATED, PER CIVIL \ \ FLOOR SLAB f— w FIXTURE BY OTHERS - SLOPE FOR POSITIVE W 6"RECESSED SLAB PER - ~ a 3/4"WIDE FLOOR SOI KET STRUCTURAL DRAWINGS DRAINAGE AWAY FROM C m x I III _ BLDG. ° ° d � d ° d L FLOOR FINISH, FLOOR FINISH, 20 d I AS SCHEDULED AS SCHEDULED N W L r J A4.5 ° a - EXPANSION- r, j " " -JOINT MATERIAL Z U U W g % <'� p0o .moo. o�e d Qad .. 44 Od O z � D 8�$0jg� Leo U J Q oo onoo (W sheet J SECTION AT PHARMACY SECTION AT FREEZER SECTION AT FIRE SPRINKLER ROOM SECTION AT STOREROOM H.M. DOOR SILL Q> A4.5 Q Scale: 1/2"=1'-0" R Scale: 1/2"=1'-0" S Scale: 1/2"=1'-0" T Scale: 1/2"=1'-0" 20 Scale: 3"=1'-0" > HIGH EAVE TRIM 22 GA. PRE FINISH HIGH EAVE TRIM 22 GA. PREFINISHED GABLE TRIM BATTEN PREFINISHED METAL ROOF SEE NOTES OF 6 FOR B A 1 4. ULK N / POP RIVET TO SECURE BATTEN PANEL i POP RIVET TO SECURE BATTEN 3/16%7/8"CONTINUOUS DOUBLE CLIP & BOTTOM CLOSURE #30 FELT UNDERLAYMENT. OGLU-LAM BEAD BUTYL TAPE 20 GA. GALV. STEEL GRID BATTEN STOPS AT ZEE CLOSURE RUN DOWN OVER CONTINUOUS PRE-FINSHED GUTTER W/ ROOF SYSTEM PER PLANS CLEAT - ---- RECEIVER TRIM — BATTEN STRAPS CONTINUOUS ZEE CLOSURE 4x EDGE CONTINUOUS ATANGLE TRIM NOTCHED FOR RIB ONLY PERIMETER OF VESTIBULE ROOF CONTINUOUS ZEE CLOSUREJOGGLE CLEAT NOTCHED FOR RIB ONLY VESTIBULE ROOF SYSTEM: I #30 FELT UNDERLAYMENT.AEP PREFINISHED (OR APPROVED RUN DOWN OVER CONTNUOUS#30 FELT UNDERLAYMENT.3/16" EQUAL) STANDING SEAM METAL CLEAT BEAD 7/8"CONTINUOUS DOUBLE ROOFING OVER #30 FELT ON RUN DOWN OVER CONTINUOUSBEAD BUNL TAPE 1/2"EXTERIOR PLYWOOD ONSCLEAT 22 GA. PREFINISHED SAVENON-SKINNING BUTYL TRIMSEALANT AT ENDS - #30 FELT UNDERLAYMENT R-40 RIGID INSUL. ((2) 3" BOTTOM OF ROOF STRUCTURE FILL ALL GAPS LAYERS POLYISOCYANURATE) ON RUN GUTTER TIGHT TO 1/2"PLYWOOD AND 2X T&GTOWER AT SOUTH FACE WOOD DECKING PER STRUCTURAL OF STRUCTURE TODRAWINGS. CONTINUOUS TRIM CLEAT TO SPLASH BLOCKS BELOW.INSTALLATON NOTES: CONTINUOUS TRIM CLEAT TO BEAMS AND EXPOSED MATCH EAVE TRIM SECURED 1 METAL STUD FRAMING AT 24"O.C., - ZEE CLOSURE MUST BE CONTINUOUS AND BE NOTCHED FOR MATCH EAVE TRIM SECUREDCKING TO BE STAINED WITH PANCAKE HEAD AT 12"O.C. ANGLE CUT BEAM END CONTINUOUS TRIM CLEAT WIDTH AS REQUIRED W/5/8"TYPE PANEL RIBS. WITH PANCAKE HEAD AT 12"O.C. NISHED. VESTIBULE ROOF SYSTEM: PER SECTION N/A4.3 TO MATCH FAME TRIM "X"GWB. PROVIDE R-15 BATT - BATTEN MUST STOP AT OUTSIDE FACE OF ZEE CLOSURE AND STEEL BEAM OR INSULATION IN VOIDS. NOT PASS THROUGH. ANGLE CUT BEAM END PERERE WHERE EXPOSED TYE. SECURED WITH PANCAKE JOIST PER . HEAD AT 12"O.C. STRUCTURAL SECTION N/A4. TYR. ) B o r o HIGH EAVE NOTES HIGH EAVE GABLE EAVE WITH GUTTER Scale: 3"=1'-0" Scale: 3"-1'-0" 3 Scale: 3"=1'-0" 4 Scale: 3`1'-0" 2 ROWS SELF TAPPING - SLATS: 16 GA. PAINTED OR PREFIN. MTL. SCREWS 1" SCREWS B VERTICAL BREAKS®TOP&BOT.AND 12"O.C. DOWNTURNED TABS®EA. END,BOLTED TO STL. FRAMIN G w/GALV. BOLTS&WASHERS PROVIDING 1/2"GAP BETWEEN SLAT ENDS FRAMING COMPENSATION CHANNEL O 16 GA. SECURE STUDS TO SLOTTED COMPENSATION CHANNEL.ATTACH G.W.B. Oo a OO O TO STUDS ONLY(NOT ALLOW FOR 1" COMPENSATION CHANNEL) Z DEFLECTION O 1'-2 ems" 5�" 96" (5)SLATS TOTAL J WALL TYPE PER PLANS SEE 4/A4.1 FOR PERIMETER FRAME AND Z 0 (VM FLASHING. SEE ROOF PLAN AND STRUCTURAL FOR INTERMEDIATE SUPPORTS. /J 4-1 m LL n\ SLATS AT SUN SCREEN n FULL HEIGHT WALL AT GIRDER/TRUSS Q > o 6 Scale: 1 1/2`1'-0" V Scale: Y-1'-0" ''^ (n Z_ 4-j J v � R-1 BATTS 0) Q 5/8"TYPE'X'GWB ON 3-5/8" MTL STUDS®24"o.c.TO 4" 5/8"TYPE'X'GWB EA.SIDE OF /1 W ABOVE SCHEDULED CEILING - 3-5/8"MTL STUDS®24"o.c. SEE NOTE 4&5 Q O Z INSUL. EXTENDS FULL HT.,SEE TO 4"ABOVE SCHEDULED CEILING. .� WALL SECTIONS. 6 BRACE TO FLOOR STRUCTURE ( I( A ) I )( I( I( I( )( L W ABOVE WHERE WALL EXCEEDS ( )( 1( ( 1( 1( )( 1( )( W J W 8'-0"LINEAL FEET. CMU WALL PER STRUCTURAL p J a, Lu Cu Gn 5/8"TYPE'X'GWB EA.SIDE OF W I( I( A AR-15 BATTS 6"MTL. STUDS®24"o.c.TO SEE NOTE 4&5 1/2"COX PLYWOOD WAINSCOT UNDERSIDE AE OF ROOF DECKING A - C`J ABOVE.SEE DETAIL 16& 17 A2.3 ( )( )( _. )( `` TO +8'-0"A.F.F. (STOCKROOM FOR TOP WALL TERMINATION. ( )( ) )( 1( )( 1( 1( )( ^ GV� SIDE)ON 3-5/8"MTL.STUDS J7 O Z O ®24"o.c.TO 8'-0"- INSUL. ~ EXTENDS FULL HT.,SEE WALL - - SECTIONS. N Q N CMU WALL PER STRUCTURAL ONE HOUR RATED WALL&CEILING: 5/8"TYPE'X'GWB EA.SIDE OF SEE NOTE 4&5 Ld ° N 3 5/8"MTL. STUDS ® 16" �8> EUAL). (UL UALL OR APPROVED ( I( I( I( EQUAL) NOTE: ALL PENETRATIONS )( 1I I )( 1I )( )( II )( Q m THROUGH ONE HOUR WALL TO BE Q `o FIRE CAULKED. w U N 5/8"TYPE'X'GWB EA. SIDE OF 3-5/8"MTL. STUDS O 24"ox. SEE NOTE 4&5 0- 0 OTO UNDERSIDE OF SCHEDULED - -' ff1 N CEILING. BRACE TO FLOOR ( )I ( ) )( I( )( )( )I )( 5/8"TYPE'X'GWB EA.SIDE OF (>— ul (ff N .3 STRUCTURE ABOVE WHERE WALL ( )( 1( ( )( 11 )( )( 1( 6"x 18 GA. MTL STUDS® 16" SEE NOTE 4& 5 frfn1 EXCEEDS 8'-0"LINEAL FEET. o.c.TO UNDERSIDE OF ROOF U1 0+ O DECKING ABOVE. PROVIDE WR ( I( I( I( I( iI II IC I( 9 GWB AT WET WALLS 3. )( 1( 1 )( 1( )( 1( 1( )( � F� w Iyy U 5/8"TYPE'X'GWB ON 1 1/2" LL Q MTL. STUDS"Z"FURRING® W w UJ 16"o.c. EACH SIDE. RUN FULL HEIGHT AT VESTIBULE SIDE AND O 13'-0"AT SALES SIDE. WALL NOTES: J J a L WALL TYPES MAY NOT ADDRESS EVERY SITUATION.WALL SECTIONS ALSO Q W N DEPICT DESIGN INTENT. SEE BDC SPECIFICATION FOR ADDITIONAL _ F CMU WALL PER STRUCTURAL INFORMATION.2. NOTIFY RCHITECT IF DISCREPANCY FOUND. W 3. EXTERIOR WALL FURRING TO UTILIZE HOLD OFF CLIPS SO MAIN WALL Q En STUDS ARE NOT IN CONTACT WITH EXTERIOR CMU WALLS FOR THERMAL I - PERFORMANCE. W wQ n 4. PROVIDE R-15 BAIT INSULATION IN ALL WALLS SEPARATING STOCKROOM FROM CONDITIONED SPACE, PROVIDE SOUND INSULATION IN RESTROOM, :D U U in OFFICE,COUNSEL ROOM,CARE CLINIC,AND PHARMACY WALLS. w 5. SEE 6/A4.5 FOR WALL BRACING OPTIONS FOR UNSUPPORTED WALL OVER Q Z rV Y 5 5/8"TYPE'X'GWB EA. SIDE OF PROM LINEAL FEET. W LL J AT m 3-5/8"M TO ROOF DECKING ABOVE.SEE TL. STUDS O 16"o.c. SEE NOTE 4&5 67. SEEVI8&19/A2.DE WR 6 FOR TOP OPET WOFLWALL S IN LDETAILS.IEU OF TYPE"X"GWB. J Q m O DETAIL 16& 17/A2.3 FOR TOP ( I( I( I I I( ) ( )( ( J t. .5 OF WALL TERMINATION.SEE ( 1( )( ( )( )( )( )( 1( J Sheet �o STRUCTURAL DRAWINGS WHERE - WALL TYPE 5 HAS PLYWOOD DECK W n AT CEILING OF ROOM ATTACHED. U A4.6 9 WALL TYPES O=WALL TYPE (n Scale: N.T.S. nZ m c rn Al c C O rD rD = Z rD rD N < v' < < N o C O E C 3 n p z G) G)5, 0 + + + O O Oh , � °O rD O D v W c � n � nv v 3 o + � D � �'. � �. 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Q O '� 2 m o " OD In mD a m m x a O O O m o v a D cca i T O N c m < 4 c f ONO .a in GWI (O -n C o GO m .P i II N LEGAL DESCRIPTION INDEX OF DRAWINGS NEW TRACT C,CITY OF ARLINGTON BOUNDARY LINE ADJUSTMENT FOR RODNEY MAYO FILE ARCHREGTURAL (19 SHEETS) NO.PLN 2013-58,RECORDED FEBRUARY 21,2014 UNDER RECORDING NO.201402215006 AND AFFIDAVIT OF CORRECTION OF BOUNDARY LINE ADJUSTMENT RECORDED APRIL 15. AO.O PROJECT DATA / COVER SHEET 2014 AND NOVEMBER 05,2014 UNDER RECORDING NOS.201404150636 AND A0.1 EXIT ANALYSIS, NOTES 201411050281.BEING A PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER AND THE SOUTHWEST OF OF THE SOUTHEAST QUARTER OF SECTION 11, A1.0 SITE PLAN, DETAILS TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. A1.1 MISCELLANEOUS DETAILS RECORDS OF SNOHOMISH COUNTY,WASHINGTON. Al.2 ENLARGED PLANS, DETAILS A2.0 FLOOR PLANS, KEYNOTES A2.1 REFLECTED CEILING PLAN, DETAILS N TAX PARCEL NUMBER: 31os11oo3oalao A2.2 ROOF PLAN, DETAILS A2.3 ENLARGED PLANS, DETAILS A2.4 INTERIOR ELEVATIONS, DETAILS A2.5 DOOR & ROOM FINISH SCHEDULES, DETAILS A3.0 EXTERIOR ELEVATIONS _ PROJECT STATISTICS A4.0 WALL SECTIONS, DETAILS a ARTELL A4.1 WALL SECTIONS, DETAILS A4.2 WALL SECTIONS, DETAILS A4.3 WALL SECTIONS, DETAILS ZONING DESIGNATION: GC-GENERAL COMMERCIAL A4.4 WALL SECTIONS, DETAILS SITE AREA: 2.23 ACRES(TWO PADS) A4.5 WALL SECTIONS, DETAILSA4.6 MISCELLANEOUS DETAILS, WALL TYPES c BUILDING DATA Q i STRUCTURAL (11 SHEETS): t2sa CODES USED: 2015 IBC,IMC, UPC, IFC, 2009 ICC ANSI 117.1, 2012 S-0.1 GENERAL NOTES AND SHEET INDEX WSNREC&CITY OF ARUNGTON S-0.2 SPECIAL INSPECTIONS MUNICIPAL CODE S-0.3 ROOF DIAPHRAGM PLAN AND MISCELLANEOUS DETAILS w G S-1.1 FOUNDATION PLAN TYPE OF CONSTRUCTION: TYPE V-B, SPRINKLED S-1.2 ROOF FRAMING PLAN a a ®W+ashington's Own Drugstores ® S-3.1 CANOPY FRAMIINGI ONS OCCUPANCY GROUP: M SECTIONS m w G 5-4.1 ROOF FRAMING SECTIONS � (NOTE: ACCESSORY S-1 STORAGE& B OFFICE USES, BOTH NON-SEPARATED, S-4.2 ROOF FRAMING SECTIONS PER IBC TABLE 508.4) S-5.1 EXTERIOR WALL ELEVATIONS S-5.2 EXTERIOR WALL ELEVATIONS OCCUPANT LOADS CIVIL (21 SHEETS): FIRST FLOOR OCCUPANT LOAD; CV-1.0 COVER SHEET SALES FLOOR.........................................................................................................181 OCC. CV-1.1 GENERAL NOTES PHARMACY............................................................................................................... 16 OCC. CV-1.2 CITY OF ARLINGTON STANDARD NOTES STOCKROOM +STORAGE 6+ 2 OCC. D-1.0 DEMOLITION AND ESC PLAN D-2.0 EROSION DETAILS Z OFFICE 16 OCC. C-1.0 HORIZONTAL CONTROL PLAN BUILDING PERMIT C-1.1 SITE PLAN TOTAL OCCUPANT LOAD 221 OCC. C-1.2 PEDESTRIAN PLAZA PLAN C-1.3 TRAFFIC CONTROL PLAN J C-1.4 ILLUMINATION PLAN (11 coch NUMBER OF STORIES: 1 C-2.0 GRADING AND DRAINAGE PLAN Vv c�T SUBMITTAL SET C-3.0 UTILITY PLAN Z C-3.1 SEWER PLAN AND PROFILE L N ALLOWABLE FLOOR AREA CALCULATIONS: C-3.2 WATER PLAN AND PROFILE M OCCUPANCY, NON-SEPARATED CLASSIFICATION, PER I.B.C. 302.1, C-5.0 SANITARY SEWER DETAILS N BASIC ALLOWABLE (M/V-B) 36,000 S.F. = O.K. 7-5-17 C-6.0 STORMWATER DETAILS lip C-7.0 WATER DETAILS ; Z BUILDING AREA C-7.1 WATER DETAILS PROPOSED BUILDING AREA(FOOTPRINT) C-7.2 WATER DETAILS I C ( NT)----------------------14,671 S.F. C-8.0 PAVING AND SITE DETAILS C-8.1 PAVEMENT DETAILS Z TOTAL BUILDING AREA .........................................................................................14,671 S.F. !11 CITY OF ARLINGTON LANDSCAPE (2 SHEETS) L Q REQUIRED PARKING LLI BUILDING DEPARTMENT L-1 LANDSCAPE PLAN APPROVED L-2 IRRIGATION PLAN 1/400S.F./ 14,671 S.F. .................................................................. 37 STALLS o Z DA �' 17 BARTELL DRUGS REFERENCE DRAWINGS (19 SHEETS): H PROVIDED PARKING: I-L� W NOCHANGE9 AUTHORIZED AG000 GENERAL INFORMATION J 1.� LLJ of UNLESS APPROVED BY THE STANDARD.... .......... ......... ................ 58 STALLS J BUILDING INSPECTOR - ACCESSIBLE................................................... ........... .... 3 STALLS A-101 FLOOR PLAN 12 cu Tn w TOTAL PER ADMINISTRATIVE PARKING REDUCTION ---- ------- A-102 HARD LID AREA PLAN 0)61 STALLS H Fl� A-103 FIXTURE & EQUIPMENT PLAN W A-104 REFLECTED CEILING PLAN A-105 FLOOR FINISH PLAN I•L Cy A-10 WALLA-201 INTERIOR FINISH ELEVATIONS N PROJECT SCOPE PROJECT TEAM A-301 SECTIONS & DETAILS z Co m PORTION OF TRACT C PER LEGAL DESCRIPTION ABOVE: A-401 ENLARGED FLOOR PLANS DEVELOPER: ARCHITECT: CIVIL ENGINEER: STRUCTURAL ENGINEER: LANDSCAPE ARCHITECT: GEOTECHNICAL ENGINEER: A-403 ENLARGED FIXTURE PLANS N Q N CREATE NEW BARTELL DRUG STORE SITE FROM PORTION OF TRACT C AT 7423 A-404 ENLARGED FIXTURE PLANS ,D W 204TH STREET N.E.ARLINGTON,WA 98223. REAL PROPERTY INVESTORS LLC LANCE MUELLER&ASSOCIATES PACLAND CIVIL ENGINEERS ENGINEERS NORTHWEST MAIN STREET DESIGN ZIPPERGEO A-601 DOOR SCHEDULE N PRO OSAL TO CONSTRUCT NEW DRUG STORE WITH DRIVE UP WINDOW AT 2618 2ND AVE 130 LAKESIDE AVE,SUITE 250 1505 WEST LAKE AVE.N,SUITE 305 9725 3RD AVE.N.E.,SUITE 207 9402 TIDAL COURT 19023 36TH AVE.W.,SUITE D A-602 SCHEDULES, ROOM FINISH SCHEDULE - N P PHARMACY. PROVIDE PARKING FOR 61 CARS. (206)L9 - 98121 (206)3 - 98122 (206)E,WA 510 (206)9 -423 (206)842 ISLAND,WA 98110 (425) 82 99 98036 MATERIALS & FINISHES SCHEDULE m (206)985-0109 (206)325-2553 (206)522-9510 (206)973-5423 (206)842-7886 (425)582-9928 Q FAX(206)328-0554 CONTACT: BILL FORTUNATO CONTACT: MARK NAZARENUS CONTACT: KEN LONEY CONTACT: JAMES GEORGIS A-603 SCHEDULES, LIGHT FIXTURE SCHEDULE Received - Q m' --- CONTACT; HAROLD CHRISTENSEN EMAIL BFORTUNATOOPACLAND.COM EMAIL:MARKNOENGINEERSNW.COM EMAIL:MAIN-STREETOEARTHLINK.NET PLUMBING FIXTURE SCHEDULE 0 N EMAIL HAROLDCOLMUELLER.COM A-604 SCHEDULE - EQUIPMENT JryU�L.-,8$cU)I 0 VICINITY MAP AE101 ELECTRICAL PLAN ��3 N AE401 ENLARGED ELECTRICAL PLAN N N AE501 ELECTRICAL DETAILS F M M THE ABOVE DRAWINGS ARE PROVIDED FOR INTERIOR DESIGN INTENT. THESE DRAWINGS ARE TO BE REFERRED WHEN LOCATING/PLACING ALL UNDERSIAB EQUIPMENT m DEFERRED PERMITS CITY OF ARLINGTON GENERAL NOTES TAKE PRECEDENCE UTILITIES FOR OOVE HE"ARCHITECCTTUDRALL DRAWINGS FOR ASSIGNMENT = U CONTENT AND INTERIOR FINISHING AND EQUIPMENT UNLESS OTHERWISE NOTED. WHERE N Q 1. THE JOB SUPERINTENDENT SHALL MAINTAIN AT THE JOB SITE A UST OF THE SPECIAL INSPECTORS CONDUCTING INSPECTIONS ON THE PROJECT. INCLUDED ON THE LIST QUESTIONS OR CONFLICTS ARISE IN INTERPRETING EXACT LOCATIONS OF EQUIPMENT& W W m DEMOLITION PERMIT WILL BE THE INDIVIDUALS NAME,THE TYPES OF INSPECTIONS THE INDIVIDUAL IS QUALIFIED TO PERFORM,THE DATES AND TIMES OF EACH INDIVIDUAL WAS OR WILL BE FIXTURES,DIRECT INQUIRIES TO THE BARTELL DRUG COMPANY FOR RESOLUTION,w/ SITE PRESENT ON THE JOB SITE,AND THE TYPES OF INSPECTIONS COMPLETED EACH DATE. COPY TO ARCHfECT. CONTACT FOR THE BARTELL DRUG COMPANY IS: w J ELECTRICAL PERMIT 2. NO BUILDING OR PORTION OF A BUILDING SHALL BE OCCUPIED OR USED FOR STORAGE PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. APPROVAL FOR J �- s OCCUPANCY IS ONLY GRANTED AFTER ACCEPTANCE BY THE BUILDING DIVISION, PLANNING DIVISION, FIRE MARSHAL AND PUBLIC WORKS DEPARTMENT. NO EXCEPTIONS, BOB EDWARDS,MANAGER OF CONSTRUCTION&FACILITIESN b PLUMBING PERMIT 3. SEPARATE PERMITS ARE REQUIRED FOR PLUMBING, MECHANICAL, ELECTRICAL, SIGNS, FENCES AND DEMOLITIONS. A SEWER CAPPING PERMIT IS REQUIRED PRIOR TO ANY THE BARTELL DRUG COMPANY O W MECHANICAL(HVAC)PERMIT DEMOLITION WORK. (206)767-1182 U D - - 4. GREASE TRAPS AND OIL-WATER SEPARATORS REQUIRE SEPARATE INSPECTIONS DURING INSTALLATION AND BEFORE COVERING UP. BOBE®BARTELLDRUGS.COM FIRE SPRINKLER PERMIT 5. ALL REQUESTED CHANGES TO THE APPROVED PLANS SHALL BE PREPARED BY THE PROJECT ARCHITECT AND/OR ENGINEER AND SUBMITTED TO THE BUILDING OFFICIAL I m •,.,. PROJECT DOCUMENTS: FIRE ALARM PERMIT FOR APPROVAL COPIES OF THE APPROVED PLANS SHALL BE ON THE JOB SITE PRIOR TO COMMENCEMENT OF WORK. 6. THE FINAL SIGNED REPORT FROM THE APPROVED TESTING LAB SHALL BE SUBMITTED TO THE BUILDING OFFICIAL PRIOR TO FINAL INSPECTION FOR OCCUPANCY. W wQ SIGN PERMIT 7. ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT STATE-ADOPTED CODES. _ THE PROJECT DOCUMENTS CONSIST OF: Q U U U7 usa5 ce9.,c=- RACKING/SHELVING OVER 5--9- Y - COOLERS 1. THE ARCHITECTURAL DRAWINGS, Q Z s` 2. THE STRUCTURAL DRAWINGS, ,{ 3. THE CIVIL DRAWINGS, Q 4. THE LANDSCAPE DRAWINGS, J Q m ,J. 5. THE ASSIGNMENT DRAWINGS AND SPECIFICATION BY BARTELL DRUGS. lv CITY OF ARLINGTON FIRE PROTECTION NOTES V sheet L LJ 1. FIRE SPRINKLER SYSTEM TO BE DESIGNED AS ORDINARY HAZARD - GROUP II THROUGHOUT THE BUILDING. OFFICE COPY PROJECT ADDRESS 3. ALL HYDRANTSKARE TO BE INSTALLEDON UNDER AND ALL CANOPIES PRIOR REQUIRED TO ANY COMBUSTIBLE FIRE STORAGEDEPARTMENT. MATERIALSTORAGE. IX AO.O 7423 204TH STREET N.E.,ARUNGTON,WA 98223 CL OCCUPANCY / EXIT ANALYSIS: PLAN LEGEND ABBREVIATIONS GENERAL NOTES 9 I 10l DOOR NUMBER j 1. SCALE SHOWN OR OTHERWISE INDICATED ON THESE DRAWINGS,IN PRINT OR III L- EARTH A.C. ASPHALTIC CONCRETE INSUL. INSULATION ELECTRONIC MEDIA,IS INTENDED FOR ESTABLISHING S1ZE AND PROPORTION ONLY. Q PLAN KEYNOTES(SHEET ADJ ADJUSTABLE/ADJACENT INSTL INSTALLATION DO NOT SCALE THIS OR ANY OTHER DRAWING PRODUCED MANUALLY OR A2.0) ALT ALTERNATE INT. INTERIOR ELECTRONICALLY FROM THIS OFFICE IN REGARD TO THIS PROJECT. THE ACCURACY ELEVATION AFF ABOVE FINISH FLOOR IRRIG. IRRIGATION OF THE DRAWINGS SHOULD NOT BE RELIED UPON TO REFLECT EXACT DIMENSIONS OF OCCUPANCY LEGEND: GRAVEL/ROCK ONUMBER SHEEP (SHEET A2.4) ARCH. ARCHITECT or ARCHITECTURAL JAN JANITOR EXISTING,. DRAWINGS PARE DDIMEN OR SONEDLTO FACE OF STUD,BLOCK,CONCRETE,OR EDGE OF INTERIOR ELEVATIONS ALUM ALUMINUM NM OCCUPANCY (NO HATCH) CONCRETE L ANGLE JST JOIST CONCRETE SLAB,UNLESS NOTED OTHERWISE. DIMENSIONS DENOTED AS"CLEAR"OR LLLL��JJJJ = "CLR."ARE TO FINISH SURFACE. ® ASPHALT PAVING 2 DETAIL ANOD. ANODIZED JT JOINT DETAILS ACT ACOUSTICAL or ACOUSTICAL 3. THE BUILDING SHALL COMPLY WITH BARRIER-FREE ACCESSIBILITY REQUIREMENTS. B OCCUPANCY A1.2 SHEET ® AT CEILING TILE LF LINEAL FEET ALL DOOR LOCK AND LATCH SETS SHALL HAVE LEVER HANDLES,PUSH-OPERABLE OR WOOD FRAMING NUMBER LS LANDSCAPE OTHER DEVICES ALLOWING OPENABILrY BY WRIST OR ARM PRESSURE a p--� BLOCKING OR SHIM AA SECTION B.D. 81DDER-DESIGN 4. REQUIRED FIRE HYDRANTS SHALL BE INSTALLED PRIOR TO ANY COMBUSTIBLE F JiR*� 00 5-1 OCCUPANCY BUILDING SECTIONS BD. BOARD LT LIGHT MATERIALS BEING PLACED ON SITE. FINISH WOOD TA3.0 NUMBER SHEEr (SHEETS A4.0-A4.5) BDC BARTELL DRUG COMPANY LTG LIGHTING E a B.F. BARRIER-FREE 5. IDENTIFY ALL EXIT DOORS WITHIN 200'TRAVEL DISTANCE W/EXIT SIGNAGE. PROVIDE ILLUMINATED EXIT SIGNS AND EXIT PATHWAY ILLUMINATION,PER CODE. EXIT ANALYSIS LEGEND: REVISIONS BLDG. BUILDING MAT'L MATERIAL GLASS(ELEVATION) BLK'G. BLOCKING MAX MAXIMUM 6. SEE REFERENCE DRAWINGS BY BARTELL DRUGS,BOUND AT THE BACK OF THIS ROOM A WALL TYPES(SHEET A4.6) OCCUPANCY -- BM. BEAM SET,FOR ADDITIONAL INFORMATION. THESE REFERENCE DRAWINGS SUPERSEDE a TABLE: ® GLASS(SECTION) -- CONTRARY DIRECTION IN THE"STORE SPECIFICATIONS"BY BARTELL DRUG COMPANY AREA OF ROOM(SF) 2 I �I B.O. BOTTOM OF MECH MECHANICAL o; d GYPSUM WALL BOARD ENLARGED ("BDC ,WHICH IN TURN SUPERSEDE THE LANCE MUELLER ARCHITECTS DRAWINGS o 200 A1.2 PLANS /DETAILS B.O.C. BOTTOM OF CONCRETE MED MEDIUM WHERE CONFLICTS OCCUR,U.N.O. FOR QUESTIONS SPECIFIC TO INTERIOR EQUIPMENT OCCUPANT LOAD FACTOR �'. I 100 CAULKING/SEALANT(IBC Table 1004.1.2.) B.O.M. BOTTOM OF MUNTIN MEZZ MEZZANINE AND LAYOUT,DIRECT RFIs AND CLARIFICATIONS TO BARTELL DRUG COMPANY: BOB PLYWOOD B.O.R. BOTTOM OF REVEAL MFGR or MFR MANUFACTURER EDWARDS(206)767-1182. NUMBER OF OCCUPANTS q B/S BUILDING STANDARD MIN. MINIMUM or MINUTE IN ROOM I 7. SUBMIT SHOP DRAWINGS OF ALL SUPPLIED EQUIPMENT,DEVICES.SYSTEMS& BRICK/CMU BTWN. BETWEEN MISC MISCELLANEOUS s A COLUMNS OR LAYOUTS FOR BDC APPROVAL PRIOR TO ORDERING/INSTALLATION. � q �0 OCCUPANT LOAD ACOUSTIC TILE A GRID UNES MTD MOUNTED 2 a: AT DOOR OR CAB CABINET MTL METAL B. ALL BUILDING ENTRANCES AND ALL INTERIOR AREAS ARE TO BE BARRIER-FREE �'o1. RIGID INSULATION C.B. CATCH BASIN MILL. MULLION ACCESSIBLE,WITH MAXIMUM 1/2"GRADE CHANGES ACROSS DOOR SILLS,AND ALL EXIT EXIT PIP *(OR) T TEMPERED GLASS C.I.P. CAST IN PLACE ACCESSORIES,FIXTURES&EQUIPMENT MOUNTED PER ADA REQUIREMENTS. MAINTAIN v THE FOLLOWING ADA CLEARANCES ON THE LATCH SIDE OF ALL DOOR OPENINGS:MIN. OCCUPANT LOAD BATT INSULATION S SPANDREL GLASS CIRC CIRCULATION N /A NOT APPLICABLE 18"ON THE PULL SIDE&MIN. 12"ON THE PUSH SIDE. 3 910 AT EXTERIOR EXIT 0 METAL C.J. CONSTRUCTION or COLD JOINT N NOT IN CONTRACT CLR CLEAR or CLEARANCE NO, NUMBER j 9. AS REQUIRED,PROVIDE ADDITIONAL PORTABLE 2A-10BC FIRE EXTINGUISHERS CLG CEILING NOM. NOMINAL I 1/3000 SF&NOT TO EXCEED 75'OF TRAVEL,AND AT MOUNTING HEIGHT OF+42" DISTANCE OF TRAVEL ! AFF TO TOP OF EXTINGUISHER. LOCATIONS AS APPROVED BY FIRE MARSHAL. EXIST ACCESS TRAVEL DISTANCE t CENTERLINE NTS NOT TO SCALE ' (GROUP M-250'ALLOWED CMU CONCRETE MASONRY UNIT 10. SEE SHEET A4.6 FOR WALL TYPE LEGEND AND SHEET A2.5 FOR DOOR&ROOM FOR SPRINKLED BUILDING) COL COLUMN FINISH SCHEDULES. OC ON CENTER SEE BDC REFERENCE DRWG.A-105 FOR ADDITIONAL FLOOR FINISH INFORMATION. START POINT CONC CONCRETE O.D. OUTSIDE DIAMETER SEE BDC REFERENCE DRWG.A-106 FOR ADDITIONAL WALL FINISH INFORMATION. PATH OF TRAVEL CONST CONSTRUCTION O.G. ON-GRADE SEE BDC REFERENCE DRWG.A-104 FOR ADDITIONAL LIGHTING/REFLECTED CEILING �1 END POINT CONT CONTINUOUS INFORMATION. L /1 O.H. OPPOSITE HAND SEE BDC REFERENCE DRWG.AE-101,AE-401 AND AE-501 FOR ADDITIONAL O V COORD COORDINATE OHNG OVERHANG ELECTRICAL INFORMATION. CPT CARPET OPN'G OPENING 0 J CT CERAMIC TILE OPP. OPPOSITE 11.-PROVIDE TACTILE EXIT SIGNS CONFORMING w/IBC SECTION 1013.4 AT EACH OF °7 7 4 529 CT'D COATED THE SCHEDULED EXITS,WHICH SHALL CONFORM w/IBC SECTION 1013. [n 35 0 a.° �� s v 0 00 - 1( . PERE PERFORATED U) m 1 < DTL DETAIL PERP. PERPENDICULAR ! L N 00 A _ F DAM.or 0 DIAMETER PERIM. PERIMETER O _r DIM DIMENSION P.J. PANEL JOINT 4-0 •n -. TIN DOWN _ A p • P TINSPT DOWNSPOUT t or PL. PLATE or PROPERTY LINE P.LAM PLASTIC LAMINATE DS DOWNSPOUT ) PLYWD PLYWOOD Q Z f E --- DR DOOR PNL PANEL ti .. IT WIDTH REQUIRED THIS EXIT DRWG or DWG DRAWING s - -- --- _ L_v®' PR PAIR .- O © -- i ><.20"= 1.2" PREFlN. PREFINISHED � Z - II--I .5"PROVIDED EA EACH — - E.I. EXT. INSULATION FINISH SYSTEM PROP PROPERTY SHOP DRAWING SUBMITTALS & RFIs: (� L� J IT WIDTH REQUIRED THIS EXIT- PT PAINT or POINT ^, Q � _ L_ No -1 �* 108��4.O"=21.6" ELECT ELECTRICAL P.T. PRESSURE-TREATED or D �✓ 1 34, PROVIDED ELEV ELEVATION OR ELEVATOR POST-TENSIONED NOTE THAT THE BARTELL DRUG COMPANY HAS PRIORITY REVIEW OF ALL ASPECTS OF W ! ,�" i THE WORK,AS DEFINED IN THE BARTELL DRUG COMPANY SPECIFICATION GENERAL CL C>�>�. 41 _.-_ � J ' -" +,E{p 1 ENAM. ENAMEL '� CONDITIONS. ADDITIONALLY,THEY WILL HAVE THEIR REPRESENTATIVE ATTEND ALL Z =JL _ � 1 ___ _ {gyp_i C �.�_ EQ. EQUAL R RADIUS PRE-CONSTRUCTION PRE-INSTALLATION&PROGRESS MEETINGS DURING THE COURSE ----- I OF CONSTRUCTION. O L J n 16 08 108 E.S. EACH SIDE RB. RESWENT BASE i 6 � - , ESMT. EASEMENT RFGR REFRIGERATOR LLI REGARDING CONTRACTOR SUBMITTALS,NOTE THE FOLLOWING ITEM 1.2.1: 'b" " ,° EX.or EXIST. EXISTING REINF REINFORCEMENT a -e u--r. r r-s t o-i-a €-t-x '. EXT. EXTERIOR REQ'D REQUIRED REQ'T.S REQUIREMENTS ! D.Bartell Drugs shall be given the opportunity to review the following submittal W cc (A packages including but not limited to the following listand shall be provided with pT _ copies of these submittal packages and shop drawings a minimum of 30 DAYS 0 F. FACE RET. RETAINING PRIOR to the product's Installation.Bartell Dru s will not be responsible onsible for 'a P 9 P TAB. FABRICATE REV REVERSE or REVISION additional costs associated with changes in work necessitated by inadequate -� O opportunity to review submittal packages. (V FACT. FACTORY RM ROOM PP Y P 9 -0 1!� r r s' r r " " o " " j`I FC FACE OF CONCRETE RO ROUGH OPENING M r- Roofing structure and materials � � � N FF FACTORY FINISH All door,window and storefront systems Z co d u-1 _ FH FIRE HYDRANT SAN. SANITARY j All door,window and hardware 17 i 69 s , - II door,window and storefront equipment including motorized operators 60 '( 1,. I FIN FINISH S.O. SOLID CORE A 15 c 1 n Fs. n ,n `E? )vi i^� FLIT FLOOR SF SQUARE FEET Roll up gates and grilles N Qun ..'-_rc.,"a al Acoustical Ceiling .---_---_--L--_____®________ _____ FLUOR FLUORESCENT SHT. SHEET Paint,Stain,Sealants 54 __ _ T SI SQUARE INCH Floor Coverings ul 0 q�s� y i FNDTN FOUNDATION Plumbing and Plumbing accessories N -- tU „ __ F.O. FACE OF SIM. SIMILAR HVAC Q TOTAL EXIT LOAD FROM SALES. - a a PHARMACY AND STORAGE.- °, ( FOIC FURNISHED BY OWNER, SM SHEET METAL Electrical m 181 + 16+ 16+2 � 15 " ° INSTALLED BY CONTRACTOR SPRKLR. SPRINKLER Lighting U Q o r " ni ''- F.P. FIRE PROOF or FIRE PROTECTED y - Fire Alarm Systems 300 - r # _ SO SQUARE Fire Suppression Systems DISTRIBUTED LOAD 215Z'2-I1Q8 i FR. FRAME OR FRAMING ST. STL. STAINLESS STEEL I EACH EXIT�. � ^' i ,-" n 1 ( F.R. FIRE-RATED or FIRE-RL7ARDENT STD or STND STANDARD rr1rq 4 41 --�-e-a g --` •��--uu a"a-a T�J F.S. FACE OF STUD STL. STEEL , SHOP DRAWING SUBMITTALS,RAs AND FIELD QUESTIONS RELATED TO SPECIFIC runt N N FT FOOT/FEET STRUCT. STRUCTURAL ! COMPONENTS DEFINED IN THE BARTELL DRUG COMPANY DOCUMENTS ARE TO BE N e " °I e ra-• FTIC FURNISHED BY TENANT, SUSP SUSPENDED DIRECTED TO: Q F INSTALLED BY CONTRACTOR ( 3 ,L--1 - FTG. FOOTING S&V STAIN&VARNISH THE BARTELL BOB SDRUG COMPANYCONSTRUCTION&FACILRIES IL I; FURN FURNITURE/FURNISHINGS URNIT E 206 767-1182 ❑ i� xiix._ ma'0 TELE TELEPHONE ( ) ` )_) _ TEMP TEMPERED or TEMPORARY ROBE®BARTELLDRUGS.COM w »- _ r GA GAUGE THERMO THERMOSTAT FOR THOSE SUBMITTALS GOING FIRST TO BARTELL DRUGS,PROVIDE TWO ADDITIONAL W W m .*.. "` EXIT WIO REQUIRED THIS EXIT= GALV GALVANIZED THK. THICK COPIES TO THE ARCHITECT FOR SIMULTANEOUS COORDINATION. ALLOW 1 WEEK 108 x.20"=21.6" G.C. GENERAL CONTRACTOR ADDITIONAL SUBMITTAL REVIEW TIME FOR ARCHITECT'S REVIEW COORDINATION OF J 72<PROVIDED T.I. TENANT IMPROVEMENT / J o ° L d ® VI GL GLASS/GLAZING BARTELL DRUGS'REVIEW COMMENTS. PLAN ALL SUBMITTALS TO ALLOW SUFFICIENT (n F- rn „„� i - 3 'S TJ TOOLED JOINT I TIME IN THE CONSTRUCTION SCHEDULE FOR ALL REQUIRED REVIEW. N GWB GYPSUM WALL BOARD T.O. TOP OF ` W W w Lip J 2 •s GYP. GYPSUM TS TUBE STEEL - ~ 57 r-•aO yj ,.# EEL i - 0 � L- -----—----t I� 57 L 57 .., 5ij TYP TYPICAL c m _. i 0�.. HB .HOSE BIBB Z L 2 -I-- --- ® I .' H.C. HANDICAP or HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE ---_- =-{s HOW HARDWARE .. W o ' IT WIDTH REQUIRED THIS EXIT= HOMO. HARD WOOD VAR VARIES (n U ❑ m 1 372 53 ___5`¢ _- -.20"-= 11.4" HM HOLLOW METAL VCT VINYL COMPOSITION TILE Y R 60",PROVIDED HOR. HORIZONTAL VEN VENEER N Z f1 D E F HR HOUR VERT VERTICAL t p HT HEIGHT VFY VERIFY J J Q r? XIT WID REQUI D t� Q j j THIS EXIT= I HVAC HEATING,VENTILATING& I '.'i ( i 7 x°2D = 11.4C AIR CONDITIONING w/ WITH ( Z sheet I "PRO DED w/o WITHOUT Q I.D. INSIDE DIAMETER WC WATER CLOSET or j IN. INCH WALL COVERING I Q 16 FLOOR PLAN EXITING PLAN "GAD INCANDESCENT wrDiDw ww�ow X ^O.1 Scale: 1/16"=1'-13" IN INCLUDE W.P. WATER PROOF w c ANCHOR BOLTS. SIZE AND LIGHT STANDARD: LENGTH AS RECOMMENDED TUBE STL POLE, AND PROVIDED BY POLE AS SCHEDULED MANUFACTURER. PROVIDE COLOR-MATCHED BASE COVERS OVER ANCHOR BOLTS t, 3/4"CHAMFER EDGE 24"0 FORMED CONCRETE Ci y BASE-FILL VOIDS-PAINT z t i FINISH GRADE F g IIIIIIIIIIII ILIIIIII—" � o .Id. ' 6#5 VERT. P.V.C.CONDUIT:PER ELECT. DRAWINGS O M #3 TIES �L CIGLtT POLE BASE 9 Sal%-NO SCALE ILLEGIBLE CAP i r 8 i . iw PHARMACY '•, I �O.00' NHg`QS 06 E i DOME PAINT BAR, TOP 111 }r E'ARa, CAR � � � I 6"0 STEEL PIPE FILLED i '_- ',55-5s- —SS---sS---SS— SSSsss-Ly=ssss-- Ss SS---"- 9 sS-�-Ss sS—ss—ss w/CONC.-PAINT --f; ii > = -. A8.1 i� y y }• I - SAFETY RED12".12 ___ --� ALONG"ENTIRCONICE CURB — 1 ( o_ �j ALONG ENTIRE NORTH 6 I 0 - 1 v FACE OF BUILDING y --- 18"SQ.CONIC.FTG.TO FT OF OOTING BUILDING I ! r`l t I POLE LIGHT' .' O I11 f ._ ._ I 00 -- ----- - -'- --- N I; l I Z y. F J O 1� BOLLARDS AT,DRIVE THRU t � Scale: 1�2"=1'-0" I- 6 Z. I I ' I Jt0 � ��, z _ T _ DRUGSTORE , — iLu L- POLE LIGHT 4" BUILDING PAD 1 �O NOT PART OF THIS PERMIT t 1 .} c LLI uj t I u ' r. } 54'-2" 101•-4" 95'VARIES J ♦- yI m W (Q Z C) � i'. 1 i JJ _ V M � — --- I � Q >, f I �� ! CV t� - Z m m r t of P - W° l � I _ , , I � 5° 10" O 11 ACCESSIBLE PARKING SYMBOL I _ '® o ®=®�—®=® o Scale: NOT TO SCALE r F N I J _ - EDGE ES OR HT.ERff -- -_-- - -- I \.-1 ' 7 1 in N EDGE SERIES OR AP ROVED � 4y � � EQUAL----- m i SEE CIVIL DRAWINGS FOR o� ``., DIMENSIONS OF PARKING, CURBS AND SITE FEATURES. �E3)ON SRE�rH c� -� o ' ."L. r W W m t I POLE LIGHT ____ _ -' ," I 98"LIGHT PALE.-CREE' EDGE SERIES QR APPIR D t J EQUAL APPR E AL. u❑i o N "10' E r J o ® ' a - — — — -- - -- 666 i HP—_ W U m Ii....._. C p . a. north Aft __ --- w _wc — W f G 2 —_ -'2 t Q ❑ t. -- ( Q � T - �,:w — w- — w oP soup uo c 30,00' 35.0 ,,NV.8°PVC W- a 1204TH ST. NE " " zH.� sheet INK 8"PVC W.{C+v=aEE}92i.3 ' TQF 5 LID IJC CB-128.03 E H t ` `P4.S9�iI o j I i O INV 8`PVC 5 123.11 NV e h CIL�JfATER ! a. _ INV �8"PVC E:-i2L III ,J,S_ti { �4P0'tlb;'�'7 L;7,C Z' .. �.. SITE PLAN s4C3r `'J A1 .0 7 Scale: 1 '=20'-O" ~ N SOLID CAP SEE ENLARGED (CMU-6 COLOR) ELEVATION 6/A1.1 I r x MAIN BODY Y = FOR DETAIL. > 1 [ .+ �• BLOCK COLOR JFF. J..• (CMU-1) of I- T�y .l t' "f Y >...�. {. 4•. BELT COURSE m CMU-2 ACCENT BLOCK I 'COLOR(CMU-3) -I I LANDSCAPE PLANTER) y WEST i , NORTH I T-8 5/8" 13'-4" 23'-3 3/8° F 17 NOTE:TRASH ENCLOSURE TO USE SAME BUILDING A1.1 IMATERIALS AND MATERIAL BANDING AS MAIN BUILDING. 13'-4" 16'-0" SOLID CAP SOLID CAP C MAIN BODY ) o MAIN BODY BLOCK COLOR 4 kAr.. BLOCK COLOR 4 1 ✓'. ,�• BELT COURSE o c' "' BELT COURSE E CONSTRUCT ^ BLOCK FACE TCMU ENCLOSURE,, 1! c ACCENT —ACCENT BLOCK COLOR EI BLOCK COLOR BLDG.-MATCHING CMU BLOCK (CONTAINER-BUMPER" M 151,51 ...... _. c Q; SOLID CMU CAP � INFERIOR PERIMETER SOUTH r - L- NORTH `' OF 3 WALLS OF v CONC.SLAB SLOPED TO ENCLOSURE-MORTAR TOP vim STEEL GATES,UTILIZING PREFlN.METAL OPENING. �j IN-PLACE, NO REBAR 3'-2 3/8"(f3/8") 1 TRASH ENCLOSURE ELEVATIONS SIDING TO MATCH THAT OF BLDG.,w/ SEE CIVIL DRAWINGS. REO'D - o Scale: 1/4"=1'-0" GALV.STL KANE BOLTS AND KEEPER ° SLEEVES AT THE OPEN AND CLOSED POSITIONS. x � DEEP-PROFILE,PRE FINISHED METAL SIDING TO MATCH w 11 CANOPY COLOR AND INSTALLED HORIZONTALLY. CMOOM EYE RACK FOR o.W HSS 44 A1.1 1 GAP AT CENTER I s �--------------- GATE FRAME PROVIDE PADLOCK HASP \ T.O.CAPED'GATE GATE T.O.EX.GATE - r k' ( 0,-0' c io1 .._. ... ...-- ......._... . 3'-0'(33/8") HIN / maw Y m m � GE �'I I II II P.% LANDSCAPE PIANTERJFRAME& I � moxr vlEw \ HSS STL.LL CTCLOOPS HEY SOCKET 3 eo y r SET SCREW -- '� LED SHOE BOX FIXTURE ON 20'POLE (^TMCF'L"' m BEHIND ND SIDING - - 'i - - - WITH CONCRETE BASE. TYPICAL OF % -per craaov c° 12 _I - 'I ., ,\ (3)LOCATIONS ON BARTELL SITE. I t cm-2) A1.1 ,}}- .. .... . ..... ,\ L. 0•-10' S• s/e•(1 a mm�olu(ETER O J \ „• , mm HOLES PROVID D FOR a O I_ii ANCHORS BY OTHERS •m . HINGE I'I - .'... - ueuER raamc (TYPICAL-e) -... -.... PIPE WITH iLANOE '^ (TYPICAE-0) V M r T.O.STAB f1OFth 21)e-e-E(DIRECT EMBEDMENT) 21 T0-3-P(PEOERI.L YOUNTI -- J � N Z_ N PROVIDE KANE BOLT�-�d B L LI O 0) KEEPER SLEEVES IN GALV.STL KANE BOLT ON FRONT SIDE OF EA. / J Q PAVEMENT AT OPEN GALV.KEEPER SLEEVES AT OPEN AND CLOSED POSTFIONS OF BOTH GATES-ENSURE THAT"OPEN"SLEEVE POSITION DOES GATE POSITION NOT ALLOW GATE FRAME TO EXCEED 90'SWING3 AND HIT FLAT BAR STOP OR END OF BLOCK WALL-TYP.EA.GATE ` ENLARGED GATE ELEVATION AT TRASH ENCLOSURE TRASH ENCLOSURE PLAN ,,, BIKE RACK o 6 Scale: 1/2"=1'-0" $ Scale: 1/4"=1'-0" v Scale: N.T.S, FACE OF BUILDING >1 J 3"z3"ANGLE HANGERS L 5/8"DIA. BOLTS = ^` Q STE.PLATE w/EMBEDS,PER - W CMU BLOCK ENCLOSURE WALL STRUCT.-PAINT 3/4"ANCHOR BOLTS INTO LLI BUILDING CMU WALL O Z 1-1/2°x1-1/2°STL.ANGLE WELDED GATE HINGE FABRICATED FROM L. I j (2)STL.PLATES w/FULL FLAT BAR TO GATE FRAME ALL AROUND,PER RADIUSED ENDS,DRILLED TO STOP STRUCT.,OFFSET 1/4"FROM B.O. 4'-1° 3'-11" 3'-11" 4'-1" a LLI EX.TOP HSS RECEIVE 3/4"0 BOLT,WASHERS " HSS 4z4-PAINT FACE OF BUILDING GATE FRAME AND NUT-WELD ONE PL TO o > '� Rt Cn EMBED PLATE,THE OTHER HSS 1-1/2'x1-1/2"STE. •V N , BRACES&TENSION TIES m ^` 2 PREFlN.MTL TO GATE FRAME,ALL PER N a WELDED TO STL.ANGLE,PER W STRUCT.-(2)TOTAL EA. \ ..._ - - 4"x4"x3 16°GALV. SIDING-START - STRUCT. -PAINT - -- / 1-1/25A-1/2° GATE-PAINT `� FIN `* _._.-.._ ___._ _ - __....--..... _ .--. '- Ix N SR.ANGLE LAYOUT FROM M PIN T� _. °+ 10 -- - PERIMETER AND `` E w/P FULL BEGINNING VALLEY INTERMEDIATES Q ^ N WELDED TO GATE M FRAM LEG, USING COLOR-MATCHED GATE FRAME: HSS 4x4x_4 SIDES, �/ STEEL HORIZONTALS TUBE I,II z10 Co STEEL HORIZONTALS III ti FASTENERS w/WELDED CORNERS-PAINT FOR WOOD 'II PREFlN.MnL.SIDING TO MATCH PROFILE COLOR OF METAL �� ATTACHMENT In III N Q umi ALL STL BAR,ANGLES&PL.S TO BE GATE FRAME, CANOPIES,FASTENED TO STL. c+ III GALVANIZED&PAINTED HINGE&BLOCK ANGLES&HSS-PRIME&PAINT W N BACKSIDE&SUPPORTS TO MATCH - In I- N io o � t7 i� io �I II Q 2"x2°x6'-0"STAINED o CLEAR CEDAR o TA. GATE SECTION JAMB SIM. GATE HINGE DETAIL - PLAN VIEW N ;;'II 0 11 _ 12 — — N Scale. 1 1 2—1 0 Scale. 1 1 2" 1' 0" ^ ........ -.... -_. ._ . III I,l N ® Ul m 31 4(3.6251 8 x 16 CMU w SOLID CAP TO MATCH CMU 6, Li � 3 iv a SLOPED TO DRAIN TO OUTSIDE I_ ......... .. ..... __...._.._ -.._..._..... ._..._....... T.O,CAP 0 OUTSIDE �9 OF ENCLOSURE DOWELED TO L ❑ F.O.WALL BOND BEAM. 4 0"0/16"GALV. Fy Q GATE TUBE STEEL PERIMETER LL w m ' BOND BEAM.,PER STRUCF. AND INTERMEDIATES. W W ul PAINT TO MATCH AT SPLIT-FACE o 8x8x16 INTEGRAL COLOR SMOOTH& CANOPIES. BLOCK,USE SPLIT-FACE CMU BLOCK,AS NOTED, J J L3 SMOOTH END UNITS < MATCHING BLOCK USED ON BUILDING, 2"z2"GALV.TUBE STEEL AT(2)FREE WALL I Q W N ENDS ;� w/CLEAR SEALER FLOOD COAT OVER HORIZONTALS FOR WOOD ALL EXPOSED SURFACES ATTACHMENT. F- - Iw- 5"CONC.SLAB,PER STRUCT.,SLOPED 2"z2°x8'-0'STAINED Q C N m L .........- - CLEAR CEDAR. I ' TO DRAIN,PER CIVIL DRWG.S- A1.1 PROVIDE LIGHT BROOM FINISH& w m a SEALER P fvc;C, 4 z 6 x 16 STND.SMOOTH-FACE � U ❑ In O ••.�, CMU BLOCK CONTAINER-"BUMPER" w 'o l FULL LENGTH OF ALL WALLS OF Z se ME n r'.I FINISH FLOOR LEVEL FINISH FLOOR ENCLOSURE- MORTAR IN-PLACE,NO W REBAR REO'D T.O.SLAB 20 Q •� Q o A1.1 sheet FOOTING&SLAB PER STRUCT. W 16 PARTIAL SIDE ELEV. AT GATE 1 WALL SECTION AT TRASH ENCLOSURE 18 ACCENT TRELLIS ELEVATION 20 ACCENT TRELLIS SECTION N A1 .1 Scale. 1/2'-1 0' Scale. 1/2 1 0 Scale. 1/2—1 0 Scale: 1/2"=1'-0" C D F CONCRETE SIDEWALK _ ACCESSIBLE PARKING _ CONCRETE WHEEL SYMBOL STOPS PER CIVIL DASHED LINE_ PAINTED ACCESSIBLE CANOPY ABOVE PATHWAY ACCESSIBLE CURB CUT t PER CIVIL DRAWINGS 4I of o ACCESSIBLE PARKING - U SIGN(TYP.EACH H.C. STALL) PER CIVIL. 0 0 °d CYCLOOPS 770 5 BICYCLE SALES FLOOR I " 'a a d p _ RACK,COLO TO MATCH BENCH w AND TRASH ECEPTACLE. _ c ,e PROVIDE MINIMUM 12'-0"x 55'-0"x 5" — q .� THICK FIBER REINFORCED CONCRETE o STORE ENTRY LOAD LNG AP RON WMIN. 12°STRUCTURAL FILL BELOW OVER FIRM AND UNYIELDING SUBGRADE. ' oc f t r 9 L p 1 4 � LANDSCAPE —^ MAIN_ _______ r 3 MAIN ENTRY MAIN ENTRY r ° DRIVE STACKING UP WINDOW AND:ATPIARMACYY S P o ADDITIONAL CARS.EACH SPOT PLANER-7 L--i. VESTIBULE DOORS N .. DESIGNATED IS 10'-0"x 20'-0" Z . C1 p LZ 4 a CONCRETE SIDEWALK I { C 55'-0" p 18'-2" WINDOW o ACCESSIBLE ACCESS 70 CONCRETE APRON AT DRIVE UP J m 12"WIDE WHITE TRAFFIC ___. ________ m 204TH STREET WE.. PAINT(STOP LINE AND24" q q PAINTED YELLOW DIRECTION ARROWS IT I I < aW DRIVE UP WINDOW STACK LINE o o HIGH"STOP"LETTERS 1 I I I \ DRIVE UP WINDOW j -0ONCRETE WALK AT o N 1. FIRE RISER ROOM BOLLARDS PER I v _f- — — —..—_—. — XLAN LANDSCAPE //� ----- 6/A1.0.ttP.OF(2) I I I • C� C� O 0 O 0 C� OPLANTER z �\ / w � j 1T-1° 20'-0" o Pi DRIVE UP WINDOW WRH CANOPY 6'-0°WIDE x T-4"HIGH / ABOVE.SEE EXTERIOR LOADING DOOR WITH ELEVATIONS. CANOPY ABOVEI 12"WIDE x 12"HIGH CONCRETE .- CURB AT BASE OF NORTH EXTERIOR DASHED LINE_ 5-0" WALL LSTOCKROOM CANOPY ABOVE :I L Z U LANDSCAPE PLANTER �_ 7 O PHARMACY MAN DOOR EXIT IVIL DRAWINGS FORS OF WALK TO — . �+ CAT CORNER OF —_STREET N.E.&Y 9. 0 -m A �° F JNN N Q ENLARGED ACCESSIBLE PARKING & ENTRY PLAN ENLARGED LOADING AND DRIVE UP STACK AREA Q > o s Scale:1/8"=1'-0" $ Scale:1/8"=V-0" 1 � V L � Q z L. w J (L ui o J � a� � o N Q M N zmm rn Q w L N F M1 N m 0 N Lo N U1 in 01 � 3 Li U J k w N J 0 LLJ W N - !Z Z W o J � ul Z � a J Q Ld V. sheet Z A1 .2 w NOTE: I. A PAN6PY ABOVE. —__ _.._.._.._...._ _ F v 104'-0" KEYNOTES BELOW ARE FROM ASSIGNMENT SET AND RELATE TO INTERIOR DESIGN. DRAWINGS BY LANCE MUELLER r---- >.- 7 ARCHITECTS SHOW BUILDING DESIGN AND INTERIOR LAYOUT IN RELATION TO STORE LAYOUT. LIFE SAFETY AND BUILDING 6" 22' 0 6'-0" 8' 4" 33'-9" 33-11 B" CODE RELATED ISSUES ARE SHOWN ON THESE PLANS. INTERIOR DESIGN,SHELVING,STORE FINISHING(INCLUDING `J—_ p y7 0 PLUMBING&ELECTRICAL CRITERIA)ARE SHOWN ON THE ASSIGNMENT SET. �,/ / SOFFITED OPENING WITH GRILLEIGATE.INCLUDE ALL REQ'D I .I —4 — ---' ��`---•^----- -- — -- KEY NOTES STRUCTURAL ELEMENTS FOR GRILLEIGATE.WHEN OVERHEAD 1 NON-SLIP RECESSED WALK-OFF FLOORING SYSTEM PER BARTELL MOTORIZED GRILLE IS USED ENSURE MOTOR AND COIL ARE �k®r i Ni ? R• " _.: !9 48/19 I1 SPECIFICATION OR BUILDING STANDARD SYSTEM AS APPROVED BY INSTALLED ON SECURE SIDE OF THE PHARMACY AND PROVIDE SPRINK. ' Lw" ". a",.-ie,w 1 - =1 r' SEE REFLECTED CEILING PLAN ti "' + .}�_, iv• BARTELL. 3 ACCESS ABOVE ADJACENT CEILING GRID ON THE PHARMACY SIDE .,�{{ S :�I L. ------rREFRIGERATION EQUIPMENT BY G.C.VERIFY POWER REQ'8 PER3ONLY,SALES FLOOR SIDE OF SOFFIT SHALL NOT BE ACCESSIBLE.SEE RM. RI.F; f1 e x fa.. ,6+- AND STRUCTURAL DRAWINGS 2i ELEVATIONS,SECTIONS,BARTELL SPEC.FOR DETgILED REQ'$.115 r _ z OFFICE - _._ FOR WALL FRAMING WHERE ELECTRICAL PLAN AND MANUFACTURER SPECIFICATION.VERIFY o q, JI-T T-I NkTI HS6S .A 1 ¢ SERVICE ACCESS LID ABOVE. I'. 1y Ir 2 REMOTE COOLING REDS.PROVIDE ALL ITEMS INCLUDING POWER COORDINATE ANY CASEWORK CLEARANCE AND INSTALLATION WITH F J M $' ,, '� REQ'D AT REMOTE LOCATION.BARTELL WILL EXTEND NATIONAL BARTELL. c� I x[ I 4.2 PRICING WHEN AVAILABLE. MOTORIZED OVERHEAD COILING GRILLE PER BARTELL SPEC.PROVIDE a I PHARMACY BNf L G.C.TO PROVIDE AND INSTALL ALL REO'D STRUCTURAL ELEMENTS KEY-OPERATED SWITCH PER ELECTRICAL PLAN.NO FLOOR-OR ad I EI I ) y 111 r7�1 1 3 9E NOPY FOR SUSPENDED AND CANTILEVERED CEILING ELEMENTS.CEILING COUNTER-STRIKES PERMITTED,ALL LOCKING MECHANISMS MUST 1 --' P R.pig 'fin - STORAGE OVE•� •1 5 ELEMENTS BY BARTELL.INSTALLATION BY BARTELL.ELECTRICAL LOCKAGIANST SIDE WALLS AND GUIDES.WHEN AT PHARMACY, © 5 ENSURE LOCKING MECHANISM IS ACE8SIBLE FROM WITHIN THE i CONNECTIONS AND STRUCTURAL ELEMENTS BY G.C.VERIFY. rr�yi-='� 113 I PHARMACY WHEN POSSIBLE-WHICH MAY REQUIRE OFF-CENTER V' I 5 COUNSEL EXIT II]C SINKFAUCET,ACCE830RIE3 AND PLUMBING CONNECTIONS BY G.C. LOCK PLACEMENT,ALL LOCK MECHANISMS TO BE"BEST"CORE + IJ - ' 12 IN CASEWORKIFDCTURE BY BARTELL.VERIFY SPECIFICATION WITH 34 COMPATIBLE INCLUDING KEY SWITCH.ENSURE MANUAL RELEASE I „6 J 6 PLUMBINGEQUIPMENT SCHEDULES AND BARTELL SPEC.VERIFY CHAIN IS ACCESSIBLE AND OPERABLE FROM WITHIN THE SECURED I 5 5 I LOCATION PRIOR TO ROUGH-IN AND COORDINATE INSTALLATION WITH AREA WITHOUT UNDUE WORK OR EFFORT OR INTERFERENCE FROM -- _- IIz I BARTELL. STRUCTURAL OR CEILING ELEMENTS.SEE BARTELL SPEC.FOR 10'5� _ 10_11____ ,, a SINK,FAUCET,ACCESSORIES AND PLUMBING CONNECTIONS BY G.C. DETAILED RECS.ARCHITECT TO VERIFY CLEARANCES REQ'D FOR IN CASEWORK/FIXTURE BY G.C.VERIFY SPECIFICATION WITH c5 5 1 A ~ TING I I — MOTORS),ADJACENT GRILLE S,ANDANY APPLICABLE CODE S) n n I6'-0° 7 PLUMBINWEQUIPMENT SCHEDULES AND BARTELL SPEC.VERIFY ( ) -_______ _1_.._ L__ ___-_ 7 T .� INCLUDING SERVICE ACCESS REQS.AND COORDINATE ANY PLAN o c :2 N O 2 LOCATION PRIOR TO ROUGH-IN. E m u -- — --- 4.5 ADJUSTMENTS WITH BARTELL PRIOR TO CONSTRUCTION. 't 7 • SELF-PRIMING FLOOR DRAIN OR FLOOR SINK BY G.C.PER BARTELL ELECTRICAL AND LOW-VOLTAGE WIRING SHALL FEED THROUGH SLAB, `t q, SPECIFICATION.ENSURE SLAB FOR ND/OR AREA TO TOO Y WILL WALL,OR POWER-POLE AS INDICATED ON PLAN INTO BASE OF q 7 v. - — -- " .'—_ -- .y 5 ACCOMMODATE SLOPE REQ'D FOR WET AREA TO DRAIN TO ANY 35 CpSEWORKffIXTURE BY BARTELL.VERIFY LOCATION WITH BARTELL L �I 11I L FLOOR DRAIN.VERIFY LOCATION WITH BARTELL PRIOR TO ROUGH-IN. FINAL CONNECTIONS TO BE COMPLETED BY G.C.-COORDINATE o SINK,FAUCET,ACCESSORIES,AND CASEWORK/FICURE BY BARTELL. INSTALLATION WITH BARTELL.SEE BARTELL SPEC.FOR REDS. pg (= —'-�-'�L4— -------- ------ -------- --------- •*. 9 CONNECTIONS BY G.C.VERIFY LOCATION PRIOR TO ROUGH-IN AND DUTCH DOOR-3'-0"x T4'x 1-W4"SOLID CORE"DUTCH'DOOR.B" 9 Q EXIT D1B COORDINATE INSTALLATION WITH BARTELL. 37 SHELFMAYBEREQ'D-VERIFY DETAILS AND HARDWARE WITH DOOR �^ ¢ " Q 1 1 PLUMBING FIXTURE(SINK,TOILET,REQ'D ACCESSORIES,ETC.)AND SCHEDULE. a$ OB II _ _ PLUMBING CONNECTIONS BY G.C.VERIFY SPECIFICATION WITH U A4'S ----1 o PROVIDE BLOCKING WITHIN WALL AT FIXTURES AND CASEWORK. \.,- 6 T2/9 ,r�+d/S rZ/S 1B Z!S Z/5 2/S d/9 Z/S� I 11 PLUMBING/EOUIPMENTSCHEDULES ANDBARTELLSPEC.VERIFY 39 D lI I� til {'. T I�p- t � .3 } �-- " LOCATION PRIOR TO ROUGHdN. G.C.TOPROVIDE MICROWAVE WALL CABINET.SEE C21A301 FOR Ir^II - k yJ-UM,y- I1'1'" I um ,I is I II um II II u u Iw a um II Ilm N 1 q CASEWORK OR FIXTURE BY G.C. 4O DETAILS.PLA FINISH LON, < -- O y, Wo -6 1.L _Il,Flu L_,II , n?.I ,I____u"`'I a u,`!-I n lu`'I II url n 1 a J •I ,,, I•- --�- ----m --- I -----"' ---- I-•----- -- I+ I I LOCATE 6MARK WITHIN THIS ROOM.ALTERNATE LOC'S MUST BE ' q, o I _ 'I I': I I m I -{I I ~II FIRE SPRINKLER RISER LOCATION.RISER TO BE WITHIN UTILITY AREA 43 APPROVED BY BARTELL. N .. ml ml m N um' II uml n IIm II ira' a WHEN AT ALL POSSIBLEUO.N OR AS REDD BY BUILDING DESIGN OR m m, +. 0 TIMER CONTROLLED WATER HEATER PER BARTELL SPEC. r- I I •'I II Ila"I 11 II II Ilml II m! G IlA'I II II u.- II II II W- II - il`'I II 'I Ill t II u.`-I II III I II I I�I I i 14 CODE AND APPROVED BY BARTELL.BARTELL SPACE SHALL BE ON AN 44 I I�r RECIRCULATING SYSTEM REQUIRED. I o I,.... ISOLATED ACTIVATED INDEPENDENTLY OF ANY ADJACENT JANITOR o 707 " -N I 0 SYSTEMPROVIDE BLOCKING AT WALL FIXTURE AND LOCKER LOCATION S IF 1 SPACES UNLESS PROHIBITED BY CODE. () 1 7 5 IIm Ilm II 'IIm 11. IIm it Nm, II II ',IIm II Ilm 11 IIm II IIm II O 47 I 1 II uP a ,i n D w-- II H, II 0l 11 0� a r CANO 1 _ WATER,GAS SERVICE CONNECTIONS)TO BARTELL SPACE SHALL BE REQ'D BY CODE.ALL BLOCKING SHALL BE CONCEALED WITHIN 7� I kl I b °` 'IM 11 0 LOCATED WITHIN UTILITY AREA WHEN AT ALL POSSIBLE.ALL OTHER PROVIDE MIN BO"x80"CLEAR FLOOR AREA FOR TELECOMM. L- 100 'tt I} 4)" II ll H' ff N {I G AB EQUIPMENT.NO OTHER G.C.INSTALLED EQUIP MENTOR UTILITIES u' ti(JISE t M {� OM I !'s.l II 1 �. 15 LOCATIONS SHALL BE APPROVED BY BARTELL.UTILITY SHUT-OFF(S) IIum a u 0 101 I a um II IIm II nm u a ITS $HALL BE PERMITTED TO EXTEND OVER THIS SPACE BELOW 17-0' SHALL BE LOCATED TO BE EASILY IDENTIFIABLE AND ACCESSIBLE AND • �}�=+11 n I uN a II� n III II a III n n� u ! APPROVED BY BARTELL. OFF.REDD ACCESS CLEARANCES FOR OTHER USES ANO DOOR •I 1° 1 `�'� �" ' Y,` " ( IY AIR GAP AROUND COOLER BOX TO BE 3"WHEN POSSIBLE.2"MINIMUM SWINGS MAY OVERLAP(2)ADJACENT SIDES OF THIS SPACE BYA /1 COLUMN PER STRUCTURAL II uml a Ilrol a uml a um1 a Ilml a nm II 0'" a um MAXIMUM ST.A 6040 ROOM WITH NO OTHER USES MEETS THIS n�1 a PROVIDE 5'HIGH(NO RUBBER 16 AT FREEZER,1"MINIMUM AT COOLER,OR PER MANUFACTURER'S 50 REQUIREMENT ALL LOW-VOLT NETWORK CABLING SHALL TERMINATE O ( ''ll� II III II III. 11 I.,: r m m l SPECIFICATION,WHICHEVER IS GREATER. J •y. pp� II pp 1L BASE)x 22 GA.#4 ST.STL. II II WITHIN THIS ROOM-PROVIDE CONDUIT WHEN NECESSARY.PROVIDE 5 D {� II+- II Irn II COVER AROUND ALL COLUMNS IN I' {{ �f 1-I, - WALK-IN COOLER AND FREEZER PACKAGE BY G.C.PER BARTELL " . 17 CONDUIT THROUGH ALL INSULATED WALLS AND HORIZONTAL J It 115 11 n� III' n.- II I,' ENTRY,PER AND SPEC 1RMA; m, II I It o SPECIFICATION.VERIFY REMOTE COOLING REQS. n� II PATHWAYS FOR ALL LOW-VOLTAGE NETWORK CABLING AS INDICATED p°' {{ - a EGRESS DOOR WITH POWERED,ALARMED BAR CONTROL LOCK PER ON ELECTRICAL ASSIGNMENT.COORDINATE WITH BARTELL AS REQ'D. III II I IImI IIII um n IIm n ' SALES AREA AND AT PHARMACY III',° II ,^ rx - I �-- I E p BARTELL$PECIFICATON.ALL WIRING TO BE CONCEALED WITHIN pgS3.THRU PER BARTELL SPEC.ENSURE WALL FRAMING CAN v, M . n� n u II IIm n4...._52J�m L J,' L J IIm II 1 O WALUFRAME.PROVIDE CONDUITTO ACCESSIBLE CEILING SPACE FOR 53 Z O -Ijp'111� Ir i._r2T11.. 1a r,�• yy i*„ 8 12+�.. r-I IIm µ ACCOMMODATE EQUIPMENT INSTALLATION INCLUDING WALL DEPTH BREAK I 12 —rt�yl•- w. N 3 �{ L J J n L J �L L �L llll ,y�,,� 3 LOW-VOLTAGE ALARM CONTACTS,VERIFY WITH BARTELL. REQS. SUN SHAmE 104 II I/S it/SEA L/5 1 ii/SyP' I/S (E-.flI IL+_!fi , 19 SUBFLOOR TO BE PREPARED TO LEVEL WITHIN I/8'EVERY IO'-0"IN PROVIDE SPACE FOR EXCLUSIVE USE OF TWO(2)DUMPSTERS(1-0YD O (T y,ABOVE. u = I L-=-) l_= --1 15i - ---- o .7 ANY DIRECTION PER BARTELL SPEC. UNDERGROUND CONDUIT WITH -r I AND 1-3YD)AND COMPOST CONTAINER WHEN CODE REQ'D.SPACE �/� Q DRAWINGS&BARTELL SPECS,ASSIGNMENT 1 w 20 P-LAM WAINSCOT PER BARTELL SPEC.SEE WALL FINISH PION. 55 SHALL BE SECURED AND LOCKING-COORDINATE ACCESS WITH A/ A/4 L WASTE COLLECTION PROVIDER AND BARTELL. LL A\ 4. r-I r- I i r-I r- ; r_ 1 ' KNOCKOUT BOXES PER ASSIGN' r1! 1-PAIR DOUBLE-ACTING SWING DOORS 1E.5151 WITHIN 6.0"x T-0'NET ALL ROOMS WHICH DO NOT EXTEND TO STRUCTURE WITHIN OR Q > Z L- - �. 112 _� 1/I 12 1?, _11 -- _ -_----r-. IIIII OPENING PER BARTELL SPEC.OR 1-SINGLE DOUBLE-ACTING SWING ADJOINING BACK-OF-HOUSE(BOH)AREAS SHALL HAVE A PLYWOOD --- 1 1^ - _ __ r"T-L�____r y�___TpJ. __rL,.,r.___TY _ „r---1 I' LLL::fffa 21 DOOR WITHIN 3'-0•xT-0'NET OPENING AS INDICATED ON FLOOR PLAN. LID INSTALLEDONTOP OF THE ROOM TO ALLOWTHE SPACETO BE • T 5 I '' L 1` + '' "'SALES'' -'' SEE DOOR SCHEDULE AND BARTELL SPEC.FOR ADDITIONAL 57 UTILIZED FOR ACCESS AND SHALL BE ACCESSIBLE TO THE BOH ROOM. ~ __ I I ,05 I 101 n HARDWARE REO'S. PROVIDE ACCESS,RAILINGS,ETC.PER CODE.LOCATE ANY M.E.P.TO ♦/1 z =D I ELECTRI I 50 50 CANO 8'-0'PLYWOOD WAINSCOT TO EXTEND FROM TOP OF BASE AROUND REDUCE IMPACT ON STORAGE SPACE WHEN POSSIBLE. V/ _ TELECOM ABA' l ., 23 ENTIRE PERIMETER OF ROOM EXCEPT ABOVE DOORS OR WHERE PROVIDE 2W"STAINLESS STEEL CORNER GUARDS PER BARTELL J f - - WALLS ARE CONCRETE OR MASONRY CONSTRUCTION.SEE WALL SPEC.ON ALL EXPOSED"PUBLIC AREA CORNERS r•^, r- I 105 ;y+2/C lf� 20 t92/S Z/Sy'I 'F AND ANY V {per 'II "? N FINISH PLAN. 58 ADDITIONAL LOCSAS INDICATED ON WALL FINISH PLAN. SIZE L• Q ''`• a Im I lio n T'"'1 1 `.41 Do Im' n um n 6'-0"x T-0'H MOTOR OPERATED,INSULATED OVERHEAD ROLLING MAY BE REQ 0 TO INSTALL FROM TOP OF BASE TO 48"AFF OR BELOW H2n II^` 0 Ira y I iil 1 r� rn 1 COILING SERVICE DOOR IN GALVANIZED STEEL.VERIFY SIZE y2 11.- II y2111-- a y2 nC- n CHAIR-RAIL OR OTHER TRIMS. • R m LaJ IIm ul. LJ ml 0 1^" I I.I�1 .IIm II IIm II IIm II 111CANTED ,r ^ w `\d \ 4 5 / m r l ly l I MODULE, ON PLAN AND SCHEDULE ECHATHOIST I DOORS OK TO FIT K COLUMNS SPEC. TOP OF W STAINLESS STEEL SLIGHTLY ANTE 3J32" Yr �,f - ,,I H- � 7' -I i- it I+ � Z ml,1 II 11 'I v- LJ LJI IIW ILL TILL IAII Ty MODULE DOOR TO PROVIDE CHAIN HOIST IN ADDITION TO MOTOR BARTELL PE.TOP F WRAP HALL HAVE LI HT It II III II T'Y I�1 II I II II I II II`'� II •D $ C 0 0 $ 8 G LY SNUGLY. T 3l32" Q / OPERATION.PROVIDE HAND CHAIN CLIP LOCK ANGLE BOTTOM BAT, INWARD CANTED BRAKE FORM TO WRAP COLUMN SNUGLY.TOP I} II L 25 AND SLIDE-BOLT FOR PADLOCK LOCKING ABILITY DOOR SHALL HAVE LAYER OF SEAM FOLD SHALL BE CANTED SIMILARLY.WRAP SHALL L LLJ ELECTRIC KEYED OPERATION KEY CONTROLS TO ACCEPT"BESP 59 FOLLOW COLUMN FORM SNUGLY INCLUDING ANY CHAMFERED J W '1' u n um a II& a II n 'i 1 �1 um a llm l u um a I�•I .I mr m al > COMPATIBLE CORE.INSTALL DRIP STRIP OVER OPENINGAT EXTERIOR CORNERS.CAULK TOP OF WRAP TO PRESENT SMOOTH FINISHED r oil a»li 1 L a ON FOR DETAILS.WHEN DOOR SURFACE.ORIENT SEAM TOWARDS FIXTURES,NOTAISLE SIDE- Q 'il� a u•- n !L• a II II I-a lI AS NEEDED.SEE BARTELL SPECIFICATION iI I 1 ISINSTALLEDON UNCONDITIONED INTERIOR UTILITY/GARAGE AREA IT VERIFY WITH FIXTURE PLAN AND BARTELL PRIOR TO INSTALLATION. •� (n u n Ilw 11 u� II u 11 w I um II IIm n IIm n um11, II SHALL NOT BE IN UNLESS REQ'D BY CODE. u 1 m IIIIm. •I FLOOR KNOCKOUTS AND CONDUIT EMBEDDED WITHIN SLAB TO �7 •++ m +.I II ~I r?•' AT-GRADE LOADING AREA AND OVERHEAD WEATHER PROTECTION 60 CONDUIT IN WALL STUBBED TO ACCESSIBLE CEILING SPACE.SEE .0 lig 'I __-__ 1 11�� II Ilu`I II II-I III III 11 I . I 1 I I1f TLILll WALK-INS IIm II nm' n um a '" ®`y '' ^. 'T1' r PER BARTELL SPECIFICATION.LOADING DOCK DRIVEWAY SHALL eE A ELECTRICAL PLAN AND BARTELL SPEC.FOR DETAILED REDS. fy 4 103 a .0 u8i a... :u l ___JI I -n L _._._L:1�1 �_ JL._.___Il t II �P y� l II 4 MINIMUM II'-0"WIDE NOT INCLUDING ANY CONCRETE BUMPERS OR C1 COLUMN LOCATION IF REO'D BY 1331 OMIT WHEN NOT REO'D. �y O t7 t8 02 B II I p RETAINING WALLS.PROVIDE A I-0"WIDE.1'-0"HIGH CONCRETE CURB U o Ih}m II __ _ _______ __ 1 15 1 26 ON BOTH SIDES OF THE LOADING DRIVEWAY TO PROTECT ADJACENT M e• -- -- ---- -I 1�,.,-• __- AREAS.MINIMUM I4'-T CLEARANCE SHALL BE PROVIDED AT APRON Il N ITIONS • IIm II II,- NOTES; :' 11 P ul�I mlER FOR EACH F wn AND ALL ACCESS POINTS INCLUDING DOOR($)AND OVERHEAD M oa ten i II7I IITI"I�� 1,PROVIDE FIRE EXTINGUISHERS E I.F.C.SECTION 9 6,MIN.2-A 1 OBC ORB CH d. STRUCTURE(3).MINIMIZESEE BA TELL SPEC.F CROSS SLED SLOE REDS. Z W W f� Ir° II WHEN POSSIBLE.SEE BARTELL SPEC.FOR DETAILED SLOPE REDS. -'-- r T II II IIm II L i i J B 3,000 S.F;W MAX.TRAVEL DSTAN E OF 75Fi.(T�e';Y ALL BUILDING AREA. CANOPY I in SERVICE SINK(3-O0MPARTMENT,MOP,HAND,OR OTHER AS I 2.PROVIDE EMERGENCY EXIT SIGNS[ ER I.B.C.$EO�'Q1N 1013 ABOVE.�� INDICATED ON PLAN)AND FRP WAINSCOT PER BARTELL SPEC.SINK, 3.PROVIDE EMERGENCY EXIT LIGHTING„PER I.B.1C,-^$F,GIION 1008.INTERIOR AND EXTERIOR AT 1 27 ACCESSORIES,CONNECTIONS BY G.C.VERIFY EQUIPMENT WITH (Jf N DOOR LANDINGS(TYP.) I BARTELL IF NOT SPECIFIED.SEE EQUIPMENTIPLUMBING SCHEDULE(S) _ 4.BUILDING IS CONDITIONED SPACE PER THE WASHINGTON STATE ENERGY CODE. AND WALL FINISH PLAN. N 5.PROVIDE KNOX.BOX AT EXTERIOR FACE OF BUILDING AS DIRECTED BY ARgNGTON FIRE • MANUAL GRILL.PER BARTELLSPEC.MINIMIZE FLOOR STRIKES m DEPARTMENT. T j T AND COORDINATE/VERIFY LOCATION WITH BARTELL.VERIFY — Q 04 - STACKING DEPTH REDD BASED ON FINAL GATE CONFIGURATION.ALL ------- ___LL�egJ,_ ��_______________ _.._--___-_--_ -_ ____ __ _-__-___y____ _ 1 31 LOCKS SHALL BE"BEST'CORE COMPATIBLE.PROVIDE EMERGENCY N EX WHEN REDD BY CODE.PROVIDE WALL STRIKE,FLOATING END, 0 POCKET DOOR,AND ALL OTHER ELEMENTS REQ'D FOR COMPLETE AND FINAL INSTALLATION. rL1 N M I 15 r_g:I_.._ _ °�' 1 • 4, PROVIDE SECURE PHARMACY PER BARTELL SPEC,AND ANY U, N N 32 APPLICABLE PHARMACY CODE REGULATION(S). m UT 4.0 Lu m o 1oz ;. .i F4?z ss a r5iz a ' ' EXIT ------ •I 8•` U a „ , L J_..I 1...1.., Y.OIAf 1 I I 0 y, ------� w ,D A W Li 0 ^ J 5 1s 5 ° (/) o I , 10'- " 1 'I�0 4'- W J h ¢ A4.2 F— W oy I A4.1 A4 1 I A4.1 4-I- _ I 00 • SLIDING ENTRANCE EXIT-" CANOPY o I EXIT DOORS WITH BREA( 1 rWAY FFATIIPI�BOVE. - , Z I CANOPY ABOVE. I m 1 CC L----- ---------------- \ L m 1 FUR OUT AT LOW DASHED LINE INDICATES , GLAZING UNIT ESTIIBOULE III W I { _... ...._....--- o (TYP.) SEE ROOF IRt 0 Y U U m ( PLAN A2.2 1 •: rn 8" - I' 2'-8" 30,_B. ¢. ,_0 8'-0" 22'-B° 1'-3" 8' . . + 2'-0" 2'-B" b' c Q J o I 33'-6" 33'-B" 4'-7" 6'- 1'-4" 14'-0" 2 6o m 'hoFQh " a a Q m 72'-0" 29'-4" �— sheet - ' I -... _._ 1 M N \ -- Q 1 ' N A C D E 4.3 3 F FLOOR PLAN KEYNOTES [. dcYNC1E � A2.0 A C D F GENERAL REFLECTED CEILING PLAN NOTES: STEEL STUD COMPRESSION POST AS REQUIRED BY 1. THIS DRAWING INDICATES COILING GRID LAYOUT,LOCATION OF DIFFERENT BUILDING OFFICIAL ONE HOUR RATED GWB NOTE:CROSSHATCH OVER ROOMS WITH GWB CEILING INDICATE CEILING AREAS AND UGHTING FIXTURE LOCATIONS,BUT IS OTHERWISE I CEILING AT+/- 13'-5". �:_> PLYWOOD DECK ABOVE FOR SERVICE ACCESS. SEE STRUCTURAL. SCHEMATIC: IT INDICATES DESIGN INTENT TO AID THE BIDDER-DESIGN SEE SECTION T/A4.5 III CONTRACTORS IN THE DESIGN OF ALL MECHANICAL,SPRINKLER& O� ELECTRICAL CEILING&CEILING-RELATED SYSTEMS. SEE REFERENCE �rj�S #12 HANGER WIRE TYP. DRAWINGS BY BARTELL DRUGS,BOUND AT THE BACK OF THIS SET, FOR ' ..ADDITIONAL INFORMATION&COORDINATION,AND BDC REF.DRWG.A-104 - .ESPECIALLY,FOR LIGHT FIXTURE SCHEDULE,HT.S AT B.O.OF HEADERS, Y.r "6 ' AND ADDITIONAL SPECIFIC REFLECTED CEILING REQUIREMENTS,DETAIL AND I N INFORMAt 2. SEE REFLECTED CEILING PLAN A2.1 FOR CEILING HEIGHTS. m ACT AT 9'-6"A.F.F. ."......� �.._ _r-. o { 3. PROVIDE EXIT SIGNAGE&ILLUMINATION PER GENERAL NOTE A2.0. 4. PROVIDE SECURITY BARS/MESH AT HVAC ROOF PENETRATIONS,AS ............ • ;� REQUIRED, PER BDC SPEC. 13.A.17. '�.. -u ! 5. SUBMIT SHOP DRAWINGS OF ALL SUPPLIED EQUIPMENT,DEVICES,SYSTEMS $ &LAYOUTS FOR BDC APPROVAL PRIOR TO ORDERING/INSTALLATION. a _ i l ;. 6. FOR QUESTIONS SPECIFIC TO INTERIOR EQUIPMENT AND LAYOUT,DIRECT PHARMACY GRILLE TRACK : =a CLARIFICATIONS TO BARTELL DR COMPANY: BOB EDWARDS r - - GWB AT 9'-0°.A.F.F. Fls D CLARIFlCA 0 DRUG CO 4* �„ ..... W/PLYWOOD LID "- 'EXIT (206)�767-1182. w f: ABOVE.SEE ' __ 7. PROVIDE AUTOMATIC CONTROLSTO SHUT OFF LIGHTING DURING A �"_,k W ?- 'UNOCCUPIED HOURS. AT ROOMS 102,104,106,107,108,109.112& 114, -a TIGHT LOOP THROUGH STRUCTURAL _--_ - 3a ,.a'- PROVIDE OCCUPANCY SENSORS FOR ACTIVATING SHUT OFF CONTROLS. N - :- {, -'` HANGER HOLE&THREE s� `•- TIGHT TURNS WITHIN 3" ;; --- AT OTHER ROOMS,PROVIDE AUTOMATIC CONTROLS AS REQ'D BY WA STATE' ENERGY CODE SECTION C405.2.1 I ', (TOP TO BOTTOM) u GWB SOFFIT AT 9'-0"A.F.F. if'IWtCK: c..... T I o c ACT SOFFIT.AT 10'-0"A.F.F. OPEN TO STRUCTURE ABOVE - tJ," o 2 ^o GWB HEADER AT 9'-0"A.F.F. I CROSSTEE MAIN CEILING Z ,• \ ......�. _ u. ®- .. .. F .. 2 PER M C635-6 BEAM PER ASTM C635-6 . ... -.,. :r - ..... .. R AST ACT AT 9-0 A.F.F. - _ -- m i UTURE REA S{��`/�� Ef� .. .. -... T ^""^ CEILING INSTALLATION REQUIREMENTS �< a� GWB AT PLY9'-0WOOD A.F.F. UNDER., EP PERMIiI�I .,,.,. ._ �... .�, ,.,_.,� ._� ,_� ,,,,, .,,. �. •SUSPENDED CEILINGS SHALL BE BRACED AGAINST LATERAL MOVEMENT DUE TO EARTHQUAKE PER ASTM C636. IN THE �H W/PLYWOOD UD.SEE ///"�� STRUCTURAL .- '' _ r '._ _ f- 1 t' a _ tr *° WIRES_ ABSENCE OF AN ENGINEERED DESIGN THE FOLLOWING BRACING SYSTEM WILL BE REQUIRED. FOUR NO. 12 GA STEEL W 'g DARK DASH INDICATES GWB SOFFIT AT 9=0"A.F.F. ' ..� -$ SHALL BE ATTACHED TO A MAIN RUNNER WITHIN 2 INCHES OF A CROSS RUNNER. THE WIRES SHALL BE SPLAYED 90 FULL HEIGHT WALLS TO "� "-"' " ' ::�I "`:'' '' T "` iili { r ( i.. ""i �i DEGREE S TO EACH OTHER AND RUN UP TO STRUCTURE ABOVE AT AN ANGLE NOT TO EXCEED 45 DEGREES FROM THE \ ,. HORIZONTAL. A COMPRESSION STRUT SHALL EXTEND FROM THE MAIN RUNNER AT THE ATTACHMENT OF THE WIRES STRUCTURE ABOVE VERTICALLY AND BE ATTACHED TO THE STRUCTURE ABOVE AS REQUIRED BY BUILDING OFFCAL. SUCH BRACING SYSTEMS .. GWB AT 9'-0"A.F.F. _.� ......� ..... ,..L..... �.... .... .,.Lim ..._ �... NOTE: ELECTRICAL LIGHTING DESIGN E SHALL BE PROVIDED AT A SPACING NOT TO EXCEED 12 FEET N BOTH DIRECTIONS. BEGINNING AT A POINT NOT TO EXCEED TO BE DEFERRED SUBMITTAL UNDER 6 FEET FROM WALLS.VERTICAL AND PERIMETER HANGERS INSTALLED PER ASTM C636 AND MANUFACTURERS REQUIREMENTS. { " a {-" ' '-', " 'a i• ( {' 7 ,r.;�, LNG LIGHTING FIXTURES WHICH WEIGH LESS THAN 56 POUNDS SHALL BE ATTACHED TO THE CEILING GRID SYSTEM AND TO GWB AT 9'-0"A.F.F. i, .......... SHALL BE a..... r W PLYWOOD UD .:' i :I .: :i ,. I. : :: ;, , r'� E. {g',, SEPARATE PERMIT.SOME UGHT / ,;..._._ ._.._.,, .,._:., PROCESNOT S N DUE TOLIGNTIGN WILL SUSPENDEDUILDING TFROMRH STRUCTE BY AT URE NDEPENDENTGOFWTHESCEILINGTGRXD,UAND ANRES IENGIN ENGINEERING DCH WEIGH 56 �SIGNSSHALI OR MBEE SUBMITTED ABOVE PBE ERMIT.MIRED WITH ELECTRICAL - SOUSPENSION SUBSTANTIATE NTEME SUSPENSION MECHANICAL EQUIPMENT SHALL SUPPORTED INDEPENDENT OF THE CEILING SP .. ........ ., - ,.... ,.... .: ,': k. t:. vb, __......" ....h { MINIMUM 2"WIDE WALL MOLDING SITE WALL MUST HAVE A / CLEARANCE 0 PREVENT THEIR SPREADING�.. •ENDS OF MAIN BEAMS AND ADJACENT TIED TOGETHER T 3 4^ r - •PERIMETER SUPPORT WIRES MUST BE WITHIN 8" OF CEILING EDGE. OPEN TO STRUCTURE ABOVE _ O O PROVIDE MANUFACTURERS HEAVY DUTY GRID SYSTEM. J ____.._.._._ ... __ .. _ CEILING AR 1, MUST HAVE H RESTRAINT WIRE OR RIGID BRACING. r { •CEILING AREAS OVER 2,500 SF MUST HAVE MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITIONS. .......... _ _- - ' „ T' " •CEILINGS WITHOUT RIGID BRACING MUST HAVE 2 OVERSIZED TRIM RINGS FOR SPRINKLERS AND OTHER PENETRATIONS. Z L N .-. -- 3 •CHANGES IN CEILING PLANE MUST HAVE POSITIVE BRACING. CV ....... - ... x. ..._..................... .:. ....... ..< _. I •CABLE TRAYS AND ELECTRICAL CONDUITS MUST BE INDEPENDENTLY SUPPORTED AND BRACED. O � ..............:........., I SUBMIT ALTERNATIVE MATERIAL ^ AND METHODS AS DESCRIBED IN I.B.C. SECTION 104.11 0 LOCAL BUILDINGOFFICIAL. , I •SUSPENDEDED COILING WILL BE SUBJECT TO SPECIAL INSPECTION AS REQUIRED BY LOCAL BUILDING OFFICIAL. Q -,-; --- - ..... .r -� - UGHT ASH JOINT TES SEISMIC SYSTEM TO B INSTALLED S NO AS SPECIFIED TD ABOVE CONTRACTORZ '} AREAS OVER zsoo S.F.TO BE LING SEISMIC BRACEAT T SUSPENDED CEILING CHAO •IF CEILING SHALLA/ Q > .........J—,,.�L ! _ ..� ... .....: �.:.... .. PROVIDE JOINTS.SEE Scale: 1 I— . I"I 20/A2.1DOW OF 4 LOCATIONS) I S • TUTS OPEN TO STRUCTURE ABOVE ._ ... .: ... ° -.. _ ._.-- Z ® .... A . "I LLI _ _ r T i. i. Z '- GWB HEADER AT B'-3"A.F.F. _ I O ,. k— ACTCEWNG AT 12'-6"A.F.F. LJJ ._� .... .......... Lu pe 0- MOLDING ` J 0 tl� ... k : t ( .. P itl:•i .. �{ f { ..i i •tl•"ah w Cz STABIUZER R SYSTEM PERIMETER BCOMPONENTS TO KEEP EP (V SPREADING APART® UNATTACHED co { . Z Y mm 7 CROSS TEE ...........t . .t..... _ ,,..... .s.... _ --9 !�--'S .....g. ..... .............. PER ASTM C635-6 - ui .:; • N 7 g _ as U N ...... �am 1 9. Ij i,, ( 1 SUSP. CEILING BRACE ERIMETER 0 T vg 4 Scale: N.T.S. N N IF i ul OPEN TO STRUCTURE ABOVE ( Jt� .... 3 "`' r - #12 PERIMETER HANGER w 3 x »I a. ..t.. WIRE ANCHORED TO ' Q - 4-WAY SEISMIC EXPANSION JOINT . .. �. GRID STARTING POINT d—� LL��lll .JJ��lll .{.. IF HANGER WIRE IS OUT STRUCTURE ABOVE® EA H [] -- - -- -- .. .... - r COUNTER SPLAY PER ASTM C636 MAIN BEAM OR CROSS TEE CLIP(HATCHED) . ._$ ,EXIT k'. OF PLUMB GREATER THAN 1:6Q s -3 STABILIZER BAR SYSTEM E TO P C LAY P s Z W W m C z' KEEP PERIMETER . rJ COMPONENTS FROM ONE SIDE OF SUCE CAP CRIMPED Q J j SPREADING APART® TO ALLOW MOVEMENT ONLY ON J J F- ❑ UNATTACHED WALLS ONLY OPPOSITE END WMAX N -� 8" TIGHT LOOP THROUGH CANOPY LIGHTS,TYP. r EXIT 1'r" r HANGER HOLE&THREE m WALL WHICH TIGHT TURNS WITHIN 3" FASTENER ,__i PENETRATES TOP TO BOTTOM PER ASTM O' Z 2 r EXPOSED TO UNDERSIDE OF WOOD ( ) '�' L CEILING GRID L636 MAIN TEE w ROOF ABOVE-28'+ I � W o 0 o MAIN BEAM OR CROSS TEE j ��. _- - WALL EDGE CEILING GRID W [] U w • 6 MOLDING MIN. 3/4., V Z Q UN-ATTACHED WALIS CROSS TEE TEE-FACE SLEEVE �f V WALL SCONCE FIXTURES AROUND MIN. 2" 'I ❑ ENTRY 1"GAP BETWEEN FIELD CUT MAIN � J Q north ' TEE W s% i V sheet UP/DOWN WALL SCONCE FIXTURES AROUND INSIDE W E PERIMETER OF VESTIBULE F J A REFLECTED CEILING PLAN EDGE TRACK AT SUSP. CEILING EXPANSION JOINT Ld - A2. 16 Scale: 1/8"=1'-0" 19 Scale: 3'=�'—o" �� Scale: 3'=r—o" CONTINUOUS BEVEL SIDING i - A C D F &FOAM WEDGE OVER COPING HOOK JT. IF REQ'D R &F CDX PLYWD. ( ) SEE DETAIL 4/A2.2 FOR 21'-4° 10'-0° 5'-0 / BALANCE OF CORNICE w CONT.BEAD SEALANT 1/2"DIA LAG BOLT.AT UNDER NOTES 1'-8" 6' $• 1'-8" 24"D.C.(COUNTERSINK HEAD)TYP. —P.T.TOP PLATE ! FASTENERS w/NEOPRENE WASHERS JIF TOP W 4 4 2 TOP WAL 4 4 2 TERMINATE SINGLE PLY ROOFING --- _ COLOR-MATCHED ,> CONT. BED OF COMPATIBLE o FASTENERS \ L�ROOF MASTIC UNDER i /.- �� m 101 COPING oo -10 �! o —P.T. W.R.GRACE ICE&WATERSHIELD a ROOF ACCESS HATCH WDH _"� °D TOP 2 BLOCK COURSES TO '! (ADDER BELOW. SEE iv "' BLOCK'G i BE SMOOTH FACE,COLOR ro � FLASH'G 4"ABOVE AND BELOW 14/A2.2 5/8"DIA.SIMPSON TfTEN HD TO MATCH BLOCK BELOW % STUCCO JOINT CONTINUOUS. a SCREW ANCHOR 0 32'O.C. �• CONT.BACKER ROD.&SEALANT '-8"VERIFY (COUNTERSINK HEAD)TYP. MIN.24 GA.PREFIN.MR.COPING, ROOFING UP BACKSIDE OF I STUCCO SYSTEM OR THIN APPROXIMATE LOCATION OF 14 HOOKED AT BOT.INTO COM.GALV. PARAPET&OVER TOP OF I BRICK SYSTEM MECHANICAL UNIT. SEE A2'2 CLEAT SIDING MECHANICAL DRAWINGS. 29 CONT.BACKER ROD&SEALANT " -�. OF 2 A2.2 �* N I U ROOF COPING ROOF COPING AT STUCCIDAULLSTONE (SIM.) 2- --- — a j-- — I - ._ ---- — ---- - — -- ----- Scale: 1 1/2"=1'-0° ) Scale: 1 1/2"=1'-0" OVERFLOW ROOF DRAIN LINES �-' TO RUN TIGHT TO UNDERSIDE - J i CONTINUOUS BEVEL SIDING COPING HOOK JT.(IF REQ'D) N OF STRUCTURE TO BRONZE -&FOAM WEDGE OVER CONT.BEAD SEALANT COWS TONGUE THAT 3/4'CDX PLYWD. UNDER DAYLIGHT ON FAST FACE OF BUILDING.SEE EXTERIOR '`� -� P.T.TOP PLATE " WALL ELEVATIONS FOR \ LOCATIONS. F,,r _ _ __�:.' ✓ TOP WAL 4 4 2: 2 - p ROOF DRAIN LINES TO RUN TIGHT TO UNDERSIDE OF i N COLOR-MATC ED STRUCTURE.TIGHUNE PER +'� t NOTE:SLOPE ROOF MIN.1/4"/F.(TYPICAL). ( SAFETY POST, FASTENERS CML !t SEE STRUCTURAL DRAWINGS FOR ROOF ELEVATIONS. ROOFING CONTRACTOR TO o PER CODE � 10 11+1 PROVIDE CRICKETS AT ALL MECH UNITS AND I P.T. PROVIDE FLASH'GS, V $'-0" ! AREAS NEEDED TO ASSURE 114_.../FT SLOPE q_0•:q•_O° BLOCK'G +t PRE-PRIMED MTL ROOF - ROOF'G TERMINATION, 0 o t t _ MASTIC&SEALANT /. F HATCH RF BUILT-IN WEATHEQRTIGHT SEAL /; i -- " t I I COUNITERFLASH'G-PAIM 0 FF;R • a �!! t+' j RIDGE SEE DETAIL 4/A2.2 FOR ROOFING,AS t BALANCE OF CORNICE 3 tt, I m v 3 SCHEDULED NOTES ':i 00 �v APPROXIMATE LOCATION OF ROOF COPING 0 o t MECHANICAL UNITS. SEE of 'O Scale: 1'-0" ~ iv MECHANICAL DRAWINGS. �- Sl 1 1/2"= „ t �- -- ---- AND BACKER V J Z SUN SHADE BELOW. !t a ROD AT SEALATT PERIMETER OF /I7 SEE SECTION L/A4.2. PLAN DIM. ROUGH OPENING(N.T.SJ PLAN DIM. ( - FLANGE `/ Q t ZURN"Z-199"POLISHED +t , ROOF STRUCTURE,PER STRUCTURAL NICKEL BRONZE BODY „ - - OVERFLOW OUTLET,OR LLI APPROVED EQUAL. Q FL O R. Z S LADDER,PER OSHA, DRAIN E. ui i t t t SOLIDLY ANCHORED TO SEEWALL - L STRUCTURE FURRING&ROOF MECHANICALJ W - DRAWINGS z U) CMU tl++tjt i PER WALL I STRUCTURA _.- r PROVIDE 3'-0"z 3'-0" _0 Ci CEDAR FRAME AROUND '::3 O 4 -__------ -- - ----. _.._ .---- -- —�.._.._._�.._._ — -- t- <----' _.__ 0 4 _ _- W 1'-0"DEEP WASHED PEA N GRAVEL AT BASE OF EACH < cM OVERFLOW DRAIN v � LOCATOINS. (TYP.OF TWO Z W W r- L_____J < o LOCATIONS) FINISH FLOOR LEVEL UJ Q m W m N la n ROOF ACCESS HATCH W/ LADDER n OVERFLO DRAIN OUTLET 0 ENTRY VESTIBULE ROOF DRAINS 1 Scale: 1 1/2"=1'-0" I J Scale 1 1/2"=1'-0" 10 (n N TO RUN TIGHT TO VESTIBULE �_.._ ,.—_-.--- _—_._ _.-_._... ---_. .__ WALL MING TO SPLASH BLOCK m LOCATED MAIN ROOF. a ROOFING OVER SECURE OVERSIZED FLAT OVERFLOW DRAIN BEYOND RIGID INSULATION PLATE TO TOP TO PREVENT (MIN.2"ABOVE DRAIN) 3 m o CONTINUOUS GU AT LOW SIDE o _ ENTRANCE OF DRIVING RAIN I I OF ENTRY VESTIBULE--- -- -- I - ALTERNATE: Li OVERFLOW DRAIN U J F -- - ROOF DRAIN RUN ROOFING INTO DRAIN MAY BE PLACED n/ Q FACE OF WALL BELOW VESTIBULE ROOF 1 ' INTO SUMP OF MAIN Lf. }i DRAIN IF PROVIDED W W N 1 r --- - - ----- - rw/A 2T COLLAR " SURROUND -j 2,- - 2, 8" I _ i J H 0 c N 12'-0" 12'-0" 1'-8 i ROUTE OVERFLOW LEADER AS Q G I 1 1 WRAP ALL STL.THRU- -�—NOTED ON ROOF PLAN SHEET BOLTS w/INSULATION \ A2.2.AND 15/A2.2. LJJ W p TO PREVENT Q Z Ll m s�---- '--- - -- - ---1 f 6 -\/ '�1i•--�'`�, CONDENSATION Y OUTLINE OF UPPER HIGH ROOF AT ENTRY 2-4" 9'-8" 16'-0" 1'-4" I o NOTE; ALL ROOF AND OVERFLOW DRF:.NS, LEADERS AND DRAIN LEADER - Z 4 ROUTE TO STORM VESTIBULE. L --- ____________ __J _I DOWNSPOUTS TO BE SIZED BY PLUMUrVG CONTRACTOR SYSTEM PER DRAWINGS Q J Q m _g• 00 TO CONFORM WITH LOCAL CODE REQUREMENTS AND J� _J CANOPY HANGER ROD(TYP.) UNIFORM PLUMBING CODE. OVERFLOW DRAIN AND INSULATE TOP 3' sheet -0' 2T-4" B-0" 29'-4" LEADER SIZES TO MEET OR EXCEED THOSE OF ROOF OF PIPE BELOW DRAINS AND LEADERS. ROOF DECK. 6 ROOF PLAN A s C D E F 9 ROOF DRAIN DETAIL p A2.2 Scale: 1/8"=1'-0" Scale: 1 1/2"=1'-0" A C D F i _ 6'-4" _ 1 I I 26'-7" i 3'- B'-2" 25'_7• 777777777-7777771777 ---------- ROOF ° .' 4 _ - ACCESS LADDER --------------� z i __-`_ _ _ ACCESSED FROM TOP OF LID -_-- OVER COUNSEL ROOM 112. SEE STRUCTURAL DRAWINGS - .� FOR FOR LID CONSTRUCTION.j ` ,`tT .._, , r -- n -__... SEE ROOF LA .2 FOR Mi R 0 PLAN I---- -i -- - _ =='r II ACCESS HATCH LOCATION. { C u ��. �G ' k .i+.P.T ir---+E3 I --- i ' �"i.. GRILLE STACKING SPACE. „ ''"°», "` TO CORN ! --- _i aI Y EE 13 A2.3 FOR w f U a s COUNTER DOOR PER BARTELL " J ' ' i. I' 'I DRAWINGS o---- __ -, � t-Z�J8. -=z MARKING TABLE '� rrr� o c s a o a _ -.- -- _-.-. , °" ,..,�.�T -�V �� -- DETAILS. EXIT v �o_ _ - - w= CORNELL VISIONGLIDE SLIDING I i GRILLE WITH POCKET DOOR FOR rn GRILLE STACKING SPACE.VERIFY � � I FLOOR STRIKES W/BOG PRIOR TO PROCUREMENT&ROUGH IN. 11 :M1 f _ — — — — — — — _` _ 8' 2" . I E r - r� - 2 4"MIN._ _ _ d L. iI ___ _._---25'L" __.__ ___- -II __- - -_. --.- 11 -_.- - II --_' - -._. __--- -- ---. lie, L r�.11-.• in._. L _ 1s,11 + _ 4i3t1� 13I�3 ]��?�f1� 4t3119 + 8119 48;'`�, > > 3f �, 0 ...I_ _ ---- 1 ii • W .____ w ABOVE. UNDER SEPARATE PERMIT. `+` NOTE: LIGHT DASHED LINES FUTURE BARTELL DRUXSI.:N.E��' REPRESENT BARTELL FURNISHINGS EXIT Z L N E AND CABINETRY.SEE BARTELL N 18 A2.4- O op E � � ASSIGNMENT DRAWINGS FOR MORE m. INFORMATION. }1 O iI I_ X--__ I '-'i t CI .;•Y stt.�t�G,Y ItLG/ CLI ItJ.{mot�SL+ I "+f �m4 I-'7 I t 'CLt `!L� Cvl tG LrJ�4' tt i ifs; - Z tY� k ii i3' !! 3I ! II ' T'1-110" 10 n I a ur rl n�E i 2"x4"BACKSPLASH p"(r 1"x3"BACKSPLASH T E kt i L DIAGONAL SUPPORT 2"x4"SUPPORTS TYP.(BELOW) i A LLj C� !i k!(, :,� tt ifs JOG FURRING �N� I -1 Z AROUND ROOF <� — - -'k e '' ti "i „ s,� €, 1/2"PLYWOOD SURFACE -+li ik. li,,._. II flE i f II 1 A2.4- DRAINS AND 'v 1'_1° €J^,(a " {'� t, {,��+ �� 4"x4"LEGS 7YP. (BELOW) i � H if i4 ii 41 DRAINS W O.5" 4._0° ( - i+• -o-a t,._ a -F+ €+ z +r _ LW r _ LLJ _ RUNNING ® - -- ii ' " "�I' TOP-0° / PLYWOOD TABLE SURFACE SECTION ABOVE SHELF 2°x4°SUPPORT TYP. E�".-- DRAINS --- 4"x4"LEG IYP. DOWN WALL O 7 Co C is ,iCp, Ii 1 2" '..... O i It a`�, t" W Cu - LITY -ml, 1"x3"BACKSPLASH1-- t< -II it II ii II ti E { -r ' '.I 5 A2. 3 I-F;. r k, EIC, i! 1 �I M t t Cop 00 4 �.� n i'�i s E 1/2"PLYWOOD WITH LAMINATE TOP ~� I -F.D. 2"x4"SUPPORTS TYP. _ o Z W W '1'-6" it,.'{ a ,-.; ,� CT+ " iG7t 2"x4"BACKSPLASH `� aD f�- 5'�$�, rCJ t -+ °{ -.K Fo' " Ik-� i � '' 1 2 PLYWOOD SURFACE 1' s m � " 4"xe LEG IYP. { ul s i / ao° BSI ii ii( 9 ftQl l FI — N a k n I Q Q m{ J -.. 2°z4"DIAGONAL SUPPORT 5 N SIDE APPROACH k _ TO SINK , -_- , •,2 ,sa 2°x4"SUPPORTS IYP. CO t n i{ �t k, n[p, a t- 0 N FRONT SIDE MARKING TABLE ENLARGED UTILITY ROOM PLAN 0 �p �`� SCOlea/2"=1'-0" �`� Scale 1�4"=1'-0" w w — ; „ �� Lo��i „ I11 jt II i�Y „ UNDERSIDE OF METAL 2 ROWS 10-14 x 3 4" UNDERSIDE OF METAL N pmi ROOF DECK WITH RIGID SELF TAPPING SCREWS® ROOF DECK WITH RIGID Q INSULATION &BUILT UP 12°O.C. INSULATION & BUILT UP F 3 ROOFING ROOFING ,yx �� .' j C y _i, rSl w v � I il,�I+�Cti iU_`�rj� � ib�l�? >'�� kJ X •,! �/ r:Y W W m — „ N W - COMPENSATION CHANNEL COMPENSATION CHANNEL 16 GA. 3 5/8" OR 6" " _._... I� 16 GA. 3 5/8"OR 6" 2"F 3/4"LONG TRACK PIN - 2" m ------ -- { k 3/4-LONG TRACK PIN :: (.140 DIA.) ® 24 O.C. __ .._- , ;.--= fr '- it - .: ._ (.140 DIA.) ® 24"O.C. ' w SECURE TOP RUNNER TO 16 GA. x 18"WIDE x CONT. I:� SECURE TOP RUNNER TO Z W ALLOW FOR 1" DEFLECTION COMP.ADS&G M 2 ROWAPP 0 SCREWS -i- i STUDS ONLY- ALLOW U w STUDS ONLY- ALLOW Eff N. SELF v J ++ COMP.CHANNEL TO MOVE COMP. CHANNEL TO MOVE Q U ,1 2 ROWS 10-14 x 3 4" I I w �.' B1WN. STUDS&G.W.B. 7NZ C r + r j _ ® 12"O.C. L �. ^ -/• J ALLOW FOR 1" DEFLECTION o Q mI J Q f a r -l WALL TYPES PER PLAN WALL TYPES PER PLAN W � sheet AREA PLAN TOP OF FULL HEIGHT WALL PERP. TO DECK TOP OF FULL HEIGHT WALL PARR. TO DECK J A2.3 ENLARGE[ FIRST FLOOR PHARMACY AR �� ) r1 6 Scale 1/4"=1'-0" IO Scale: 3"=1'-0" 19 SCale: 3"=1'-0" Ld _ 19 20 i A2.4 A2.4 i' 2" 2'_4" 3'-0" � 9 9 � • i 8 1 8 / 7 IC-R 5 Ci 1a 3 •i ti 3 4 7 9 Q d._ ° ° 9 m b 3 N / / t 8 2 2 t t I 2 2 2'-6° 3'-0" 4 ° UTILITY 102 WEST 2 BREAK ioa NORTH 3 UNISEX 1os EAST 4 UNISEX t0s SOUTH 5 UNISEX toe WEST 6 UNISEX 106 NORTH 7 JANITOR 107 NORTH $ JANITOR 1m EAST 9 UNISEX t06 EAST O UNISEX toa SOUTH (UNISEX 106 WEST a 4.5 FT 7-7 T IWEI n U r i i o �E] E I`A 12 UNISEX tO8 NORTH 17 PHARMACY ENTRY 1n NORTH R � U 4.5 O 0000�L]�000000000--- L . 1 Q > z Q W $ SALES F-1-017 WEST 0 0 W e� 3'-6" 4'-6" aT W ICU (n NOTE: PROVIDE BLOCKING AT ALL ♦H to 1 1 6 2 6 7 S-4" 9 WALLS TO RECEIVE CABINETS. _ .7° .-_4_. --.. _ ... ..... 5 ... .... ...... COORDINATE WITH CABINET /� V o .N 3 9 '? MANUFACTURER. P. c° - o 13 5/8" 13 5/8" � M o_ 2 N a 8 rn N I " "' " "' •i a n "' PLASTIC LAMINATE UPPER Z N • FN N N �' iV .... 1V {y.__. iV rn SHELF.ALL INTERIOR LAVATO LAVATORY TRASH/PAPER PAPER TOILET SAN. NAPKIN AUTO HAND DUAL LEVEL BABY CHANGING TOILET SEAT SURFACES SURFACES TO BE U] Q 4 8 2 PLASTIC LAMINATE UPPER CABINET. FINISHED W/WHITE •i INTERIOR SURFACES TO BE WHITE N COUNTER MIRROR TOWEL TOWEL PAPER DISPOSAL DRYER DRINKING FOUNTAIN STATION MELAMINE W DISPENSER DISPENSER DISPENSER MELAMINE. - N MAX.MOUNTING HTS TO OPERABLE PARTS OF FIXTURES=40"A.F.F. -TYPICAL,U.N.O.&AS OTHERWISE ALLOWED BY REFERENCED CODES - i I — Q � COORDINATE DEDICATED ELECTRICAL U 0 � OUTLET AT EACH MICRO SHELF. N INTERIOR ELEVATION KEYNOTES 4"WIRE PULL (TYP.) 0 01 4"HIGH RUBBER BASE. ®POCKET DOOR FOR STACKING OF ROLLING PHARMACY GRILLE. 1 PLASTIC LAMINATE MICROWAVE SHELF (J� 02 TOILET PAPER DISPENSER-BOBRICK#B-2840. ®OPENING PER PLAN. Lo - N 03 SOAP DISH- BOBRICK#B-7680. ®FUTURE SIGNAGE UNDER SEPARATE PERMIT. - ®SOAP DISPENSER-BOBRICK#B-4112. ®DOOR BEYOND. PLASTIC LAMINATE BACKSPLASH UCE Q SEAT COVER DISPENSER-BOBRICK#8 PLASTIC -221. ®WALL FIXTURES PER SEPARATE PERMIT. m AC PER BDC SPEC N Q 3 � 2'_1" C LAMINATE COUNTER 7 TOP W/4"BACKSPLASH JLd ©SANITARY NAPKIN DISPOSAL- BOBRICK#B-254. ®FREEZER/COOLER DOORS PER BARTELL SPEC. Q ❑ k (D AUTOMATIC HAND DRYER-DYSON AIRBLADE#AB12 WHITE. ®WALL MOUNTED HAND SINK PER BDC(ELKAY EHS-18SSX). "o ^ ff O RECESSED PAPER TOWEL DISPENSER-BOBRICK#B-3944. ®THREE COMPARTMENT SINK WITH DRAIN BOARD(ELKAY 3CtOX14-R/L-12X). ^ /2--l' PLASTIC LAMINATE COUNTER I W W W m 09 1-1/2"DIA,STAINLESS STEEL GRAB BARS. ®UTILITY SINK PER BDC SPEC. TOP ON VERTICAL CABINET 0 ®BAKED ENAMEL PARTITION,FUR:MTO./O'HD:BRACED. ®CERAMIC TILE WAINSCOT.TOP AT 58"A.F.F.SEE BDC SPEC. v v J " --- FALSE DRAWER FRONT J 1©MIRROR-BOBRICK#8-1830. ®STAINLESS STEEL SPECIMEN PASS-THRU.AJW#U905. - DRAWER S.S. SINK PER W N ®WALL MOUNT LAVATORY- KOHLER$K-2005 ®PAPER TOWEL DISPENSER-BOBRICK#B-4262. BDC SPEC. 4"WIRE PULL (TYP.) N _ h _ ©PROVIDE BLACK INSULATION JACKET AT EXPOSED SUPPLY/DRAIN LINES. ®FAUCET W/HOSE AND PAIL HOOK PER BDC SPEC. Z ]CC N ®TOILET-KOHLER ELONGATED HIGHLINE#K-3519 O G ®URINAL-KOHLER DEXTER#K-5016-ET NOTE: ALL FIXTURE HEIGHTS AND CLEARANCES F— I ®SHEET'AWL FLOORING/BASE COVED 7" TO COMPLY WITH I.B.C. CHAPTER 11 & ICC�ANSI o - PLASTIC LAMINATE o PLASTIC LAMINATE Q w 0 BASE CABINET W/ 1 i BASE CABINET p ©FRP TO 8'-0"A.F.F ADJUSTABLE SHELF N W U Y GWB-PAINT COLOR P1 Z Q J 19 ACCESSIBLE DRINKING FOUNTAIN- HALSEY TAYLOR#HAC88lFS-0-ADA BASE PER SCHEDULE � ®NOT USED ®KOALA KARE BABY CHANGING STATION-#KB100-00,CREME ®3/4"PLYWOOD SHELF WITH WHITE MELAMINE ON QV#766 SHELF SUPPORT WITH K&#600 ROD. BASE PER FINISH SCHEDULE 'a � sheet ®NOT USED INTERIOR ELEVATIONS BASE CAB. W DRAWER A SHED UPPER W MICRO BASE CAB. W SINK UPPER CABINET w A2.4 16 Scale: 1/4"=1'-0" 19 Scale: 1"=1'-O' 20 Scale: 1"=1'-O' Z Fr-=--r ux-ae*oxanaxr-uzixcasiei-lr='- ------=1 F-- - _-------- a II I I sr¢cua+ceognur II I I II �� El ' 1rx O II I�. __________ ____ 0 36' 36" 36" 36" 36" 60" f -- �. �� 72 i�==0. -- 168"- * 36'� SEE SCHEDULE FOR OPENING SIZE orilce N `m q" q= z w Ij j 72' NING j jl 8" am _ 8" Li w II I II -- 4 PROVIDE 4" HEAD AT oo I � a a v r a i a I < a+ am L,. I I I I EXTERIOR DOORS IN CMU xca•H�eF. !' r I =o � 1 I I I WALLS. m � m m� I m i .... Of o LL_m H I L__J L _ g A B C D SOLID CORE F H G J N 0 �a SOLID CORE SOLID CORE HOLLOW DUTCH ELIASON SLIDING OVERHEAD STOREFRONT ENTRY WITH HOLLOW HOLLOW WOOD WOOD METAL WOOD SWING ACCORDIAN COILING INSULATED SAFETY GLASS METAL METAL w/VENT GRILLE w/JAMB OPENING DOOR TYPES FRAME TYPES DOOR TYPES & NOTES 6 Scale: 1/4"=1'-0" x'a r 0 �w y < wI WOOD BUCK off WALL PER PLAN 5� H.M.DOOR �1 FRAME - (TYP.) 3 SILENCERS 0 _.. STRIKE SIDE DOOR SCHEDULE ROOM FINISH SCHEDULE T NO. ROOM FLOOR BASE WALLS WAINSCOT CEILING NOTES - DOOR INFO FRAME INFO. -- ---- ----�� I - -SIB ` - -- T--- - I- ---- - 100 VESTIBULE CPT2 B"WOOD-P7 P1 NONE BLDG STD `6 --_ TYPE r.__ ____._ _. -__ -_i 2 O NO. LOCATION OPENING TYPE MATERIAL _ MATERIAL FINISH REMARKS 101 SALES FLOOR LVT1 CB.1 P1 NONE ACT 1,2,4,5611 _ ^ �1..JC { FINISH COLOR GLASS TYPE -- - cowMNs N/A NONE Pi STAINLESS WA 5,11 -� `o-{- FACTORY_ ANOD BRONZE TEMP `16 PAINT ANOD 1,4,7,10,11,14 _ -- __� a OVESTIBULE SINGLE B-0"x70' J ALUM cooLERwnu N/A B"WOOD P7 Pi NONE WA 7,8VESTIBULE DOUBLE 112'--0 x T 0"j 'i (ALUM ANOD BRONZE (TEMP '[16T PAINT !ANOD 1,4,7,10,11,14 102 UTILITY SEALED CONCRETE CBA P1 FRP STRUCTURE 14, _ _J a .' "^�T^-"`""'_•: "•""''•`^•"'" O J - ( J FACTORY - `[161 PAINT ANOD 1 4,7,10,11,14 1 10tA ENTRY DOUBLE 14'-0 zT 0'�J. ALUM ANOD BRONZE TEMP - -- TEMP/ N HM ANOD 5 9,10,ALARMED PANIC BAR CONTROL 1 i ♦w M _ _..._ .--__. 103 WALK.INS V� 1018 EMERGENCY EXIT 3 0'x 7 0 C HM PAINT P7 +NUA - 102. UTILITY 3 0'x 7 0 B IWD PLAM PLi FROST N HM PAINT 3,6,9 _ DOOR PER Z L N TEMP/ 104 BREAK SEALED CONCRETE CB.1 P1 NONE STRUCTURE 2,4 _ _ _� SCHEDULE O 00 _ _ 105 ELECTRICAL/IELECO SEALED CONCRETE NONE Pi PLYWOOD STRUCTURE 3,4 104! BREAK 3 0"x7 0 B !1WD PLAM PLi FROST N HM PAINT 3 6,9 .- -__ .__J -- - 106 RESTROOM CTi SEE WAINSCOT P1 CT2,CT3 GWB 4,10 105 ELECTRICAL/TELECOMM 3 0"x7 0 'E .1WD (PLAM___ P1 .NIA N HM PAINT 3 6 -_ .� -_ (D Q F-108 UNISEX 3-0'x70�A- IWD PLANT PLt WA N_ LIM PAINTS 2,3,6,9,_UNISEX SIGN 107 . NITOR SEALED CONCRETE CB.1 P1 FRP STRUCTURE 14, _ N �/� _.. I _ ---- 108 RESTROOM CTi SEE WAINSCOT P1 CT2,CT3 GWB 4,10 _ Lim AV/\ 108 UNISEX RESTROOM 3-0"x 7 0 '.A- -WD TEMP/ 2.3,6,9,UNISEX SIGN 109 Careginic VINYLi 6"SELF COVE P2 NONE ACT 4, _- - I Z 107 JANITOR 3 MxT0 _E W_D PLAM P1 WA N H_M_ PAINT _ PLAM - PLi WAN - hIN1 PAINT _ _ TYPICAL H.M. DOOR FRAME (INTERIOR) > o -- - 110 WAITING LVT2 PLAM ONVOOD Pi PL, ACT 14,6,712,3 1 11 PHARMACY CPTi COVE BASE E P1 N ACT 2 4 5 6 7 109,�CareCllmc �3'_0"xT 0' B IWD - PLAM ]CLEAR Li ',FROST 1 N HM PAINT 3 6,NO CLOSER __ _ 1 CO 5 NO E _ - - -- E __ -- Scale: 3" 1'-0" 1 SIDE FOLDING GRILLE `SEE NOTE 16 sOUNSEL RE N/A N/A P1 UON PL1 GWB 6,7,12,13 111A PHARMACY GATE _i32'-3 x 9 0' H HM ALUM I WA `[161 METAL ANOD ADDITIONAL WIDTH AT POCKET N14 couNSEL RM VNYL1 6"SELF COVE P1 PLi ACT 4,13_ ___ ---- --- -L - ,TEMP/ STORAGE SEALED CONCRETE NONE Pi W PLYWOOD STRUCTURE 3,4,5 ', J tilt Rx TO COUNSEL RM '.3'-0'x 7 0 D_ !WD �IPLAM PL7 FROST N HM 'PAINT 3,6,DUTCH DOOR,9-LOWER HALF SELF CLOSING OFFICE SEALED CONCRETE COVE BASE P1 NONE Rx CASEWORK HALF • G.C.TO PROVIDE LEVERSET AND 1 PAIR HINGE 1 SPRINKLER RISER RM FINISHES PER BUILDING STANDAR p p p ppp Q DOOR BY BARTELL - HARDWARE TO MATCH SNLE PER SPEC.AND _ (;,1 (? (R {) /-R O "MCI HARDWARE BY G.C. 3'_-0_'x35 AID WD PLAM PL1 WA 'CUSTIW_OOD PL1_ REST OF STORE _ DIU"OIp B,yLll`, Q�W„pf(`(,y{�"1,, OL,W,�p W TEMP/ MISCL.P-LAM ITEMS MEN Q H 112 COUNSEL RM 3-0'x70 ID IWD PLAM _+PL7 .FROST N FM _PAINT 36 DUTCH DOOR 9 LOWER HALF SELF CLOSING - - IuxRC`rrm 113A STOCKROOM DOORS 5-0'x 7 0 F 'WD PLAM tPLi (ACRYLIC I 0 OHM PAINT ELAISON DOOR(INCL.ACRYLIC RELITE) A STOCK,Rx DUTCH DOOR,OTHER P-LAM DOORS=PL7 ION _ Lr 113C EMERGENCY EXIT 3-0'x70 IC FYd PAINT �F WA "[16] STEEL PAINT 10,12,PEEPHOLE 'SEE NOTE BREAKAREACASEWORKBYG.C.TOHAVEPL2EXTERK)R,WHITEMELAMNENTERIORS.COUNTERTOPS=PL4 MEN WOMEN UNISEX RESTROOMS HHH °N J L Lu 113B RECEIVING DOOR 6-0'x70 _ _ - _ --- uj PS ND �- --- - --- C WHERE REQDE ANSCOTT OTRMAPARTWL HEIGHT WALLS WITH WOOD CAPS ETC.)TO BE P-LAM ONVOOD-PLI LION 1 rt (STEEL FACTORY FACTORY WA -- N HM PAINT 5 9 10 ALARMED PANIC BAR CONTROL 114 OFFICE 3'-0'x7 0 C HM PAINT P1 W� A N _HM PAINT 9 PEEPHOL L- - MATCH WA '� pROVIJ'c°MIN.HOLLOW METAL DOORAIDFRAMEWIIHCLOSER ) --� WALL MOUNTED SIGNAGE (TYP) o W � ' --._ - ��OD9354FNED SIDES AND TOP. E T 1 D x = t >T - N HM 'PAINT �� EXTERIO I}- _ --- 1I /_ 1151-SPRINKLER RISER RM 3'-0'x 7 0 1C 1HM PAINT�R NOTES _ --._.._ _I --_r- -_- WALL MOUNTED REMARKS - -- 1 SEE FLOOR FINISH PLAN FOR TILE LAYOUT AND MATERAL TRANSITIONS - _.._- SIGNAGE -- ---- - --- --- --- - -- ---- ---- _-- - - ALL WALLS RECEVE BASE EXCEPT WHERE FXTURES COVER OR UNLESS OTHERWISE NOTED.BASE TO CONTINUE 12"BEHIND FD(TURES.VERIFY 7 I PROVIDE DECAL SIGN WITH 1"WHITE LETTERS ON CLEAR BACKGROUND READING:THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS."LOCATE ON INSIDE OF TRANSOM. -- `` M 2 PROVIDE AND INSTALL e S_QUARE INTERNATIONAL SYMBOL OF ACCESS SIGN ON EXTERIOR OF DOORS. 2 WITH BARTELL _ -- -� ^ N � -- - -- 3 PROVIDE FIRE RETARDANT PLYWOOD WAINSCOT FROM U-4"AFF TO 8'-4"AFF.OMIT PLYWOOD ABOVE DOORS N 3 ! PROVIDE LEVER H_ANDLES ON ALL MAN DOORS(EXCEPT STOREFRONT)PER BARTELL SPEC.NO THUMB TURNS,FLASH BOLTS,OR DEAD BOLTS ALLOWED. O� .._..� F Z Co m d" r4 U-V UELA MAX TESTED AVG FOR LEAF&FRAMEA-UNIT ASSEMBLY(STOREFRONT) NFRC CERTIFIED ASSEMBLY,U=0.80,SHGC-040 4 DOOR JAMBS-ENAMEL PAINT TO MATCH ADJACENT WALLS OR P7 AT COOLER DOORS. -� r• �� -- ---- ----- --� _ - -- ------- 5 PAINT COLUMNS P1.METAL COLUMNS SHALL BE ENAMEL TO MATCH P1. 5 SELF CLOSING,20 MIN LABELED GASKETED SIDES&TOP,NRP HINGES -- --- - -- 6 VERIFY PAINT TRANSITIONS ON-SffE WITH BARTELL DRUGS. B SOLID CORE -- -- Q N - -- -- -- _-- - _""-- --- -- ---------- 7 SEE ELEVATION FOR PAINT PLAN-VERIFYWffH BARTELL DRUGS. 1 7 OFFESET DOORS AND GLASS N W -- _-- - --- e FLANGING WALL FINISHED WITH 1/2"PLYWOOD+GWB WHERE REQ'D BYCODE.FINISHED FACE T B H O E FLUSH WITH GWB O/PL`"NOOD COOLER sh 8 11VALUE MAX=O.fiO FOR SYSTEM TESTED AS UNIT ASSEMBLY(SOLID DOORS) _ _ ON-_ 9 SELF CLOSING _ _ o I- m 10 WEATHERSTRIP -- _--_ -- -_ --_. -_. _. 9 DOOR AT CARE TO BE PLi EXTERIOR FACE AND PL2 INTERIOR FACE _ -" -- Cq 10 CERAMIC TILE COLUMNS TO TRIM IV STAIN ESSTO STEEL WRAPLES.PROVIDE ADA ACCESSIBLE TRANSIEONNSTALL C LUMCER fiC TILE AND R AT EN m Q Q 1 ! -- -- --- --- -- --- - -- _-- _- --- -- -- -� 11 SALESAREA COLUMNS TO RECEIVE STAINLESS STEEL WRAP CANTED AT TOP EDGE PER BARTELL SPEC.INSTALL COLUMN'!RAPS Ar TER tiv 11 ANODIZED FRAME CLEAR 3-COAT SYSTEM _ _ _ _ r12 POWER OPERATED WITH MANUACOVERRIDE CHAIN-OPERATED HOIST.INSULATED.PEEP HOLE. - 12 OMTTGWB AT P-LAM WAINSCOT.NSTALL PLYWOOD BACKER TO MATCH ADJACENT GWB THICKNESS,P-LAM OVER PLYWOCC rV1 H VER I ICAL GHAIN / Ld f1 N 13 OMIT GWB AT P-LAM WAINSCOT.INSTALL PLYWOOD BACKER MATCH THICKNESS. OVER PLYWOOD WITH VERTICAL--GRAIN' 13 LOST MOTION LEVER ON EXTERIOR HANDLES -_ 14 POWER OPERATED DOOR IN CLEAR ANODIZED ALUMINUM FINISH.VERIFY MANUFACTURER. 14 FRP WAINSCOT AT PLUMBING FIXTURES PER BARTELL SPEC. I] v -- - --- - -- - I CORRESPO 15 INSTALL GWB OVER PLYWOOD OVER STUDS ON WALLS. �p 15 NOT USED NDING - - -- INSTALL FLUSH WOODEN DOOR PAINTED TO MATCH WALLS.USE HARDWARE. TO BY �! GRADE2BRAILLE ., DJ 16 TRACK MOUNTED SYSTEM PER MANUFACTURER Tn N 17 S_INGLE SLIDER VERSION OF 14'0'WIDE DOUBLE SLIDER MAIN_ENTRY DOOR PER BARTELL SPEC. _ 16 BARTELL.DOOR AND HARDWARE SHOULD NOT BE NOTICIBLE WHEN VIEWING THE WINDOW BOX FROM THE STREET. _ -_- -J Ld rf1 m WALL MOUNTED SIGNAGE REQUIREMENTS: Q H 3 1. SIGNS ARE CENTERED ON THE WALL 60"ABOVE THE FLOOR. NOTE:SEE ASSIGNMENT SHEET A-602 FOR BUILDING FINISH COMPONENTS. 0 KJ w 2. MOUNTING LOCATION ALLOWS A PERSON TO APPROACH WITHIN 3"OF THE LLj [] L SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING �y WITHIN THE SWING OF THE DOOR. = LL Q 3. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IS INSTALLED ON THE N W W m WALL ADJACENT TO THE LATCH SIDE OF THE DOOR.THE BORDER J DIMENSION OF THIS PICTOGRAM SHALL BE A MIN.OF 6"IN HEIGHT. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE,INCLUDING AT = J I DOUBLE DOORS,SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT W N WALL. N - F I". 4. LETTERS AND NUMERALS ARE RAISED 1/32',ARE SANS-SERIF UPPERCASE Z 7 3 CHARACTERS AND ARE ACCOMPANIED BY GRADE BRAILLE. In I .CHARACTERS ARE MINIMUM 5/8"HIGH AND A MAXIMUM OF 2'HIGH. Ly I 5. THE CHARACTERS AND BACKGROUND OF THE SIGN IS MATTE OR cc W NON-GLARE FINISH AND THE COLOR DOF THE SIGN DISTINCTIVELY CONTRASTS WITH THE COLOTRAAND CONTRAST OF G U D w THE WALL ? y 6. THE REQUIRED COLOR OF THE SYMBOL OF ACCESSIBILITY CONSISTS OF O Z J A WHITE FIGURE ON A BLUE BACKGROUND. Q sheet �20 ADA SIGNAGE DETAIL p A2.Jr Scale: 1 4"=1'-O" Q ------------ SIGNS PER SIGNAGE PERMIT N STANDARD CMU BLOCK WHERE NOT EXPOSED TO VIEW STUCCO ON METAL STUDS M ^^ (NOT SHOWN IN ELEVATIONS.SEE SECTIONS)=CMU-7 T A4.3 .3 A B E F ACCENT BASE CMU BLOCK(MUTUAL MATERIALS SPLIT ^ MAIN BODY CMU BLOCK(SPLIT FACE,CHARCOAL)=CMU-3 .LINE OF ROOF BEYOND(TYP.) BEYOND A41 A41 FACE) A41 # 24 GA PRE-FINISHED METAL CAP FLASHING STONE VENEER (CULTURED STONE,SOUTHERN LIEDG24 GA.PRE-FINISHED METAL CAP FLASHING ' MAIN BOOTIE-WOLF CREEK) ', '6 t. ' ,w x# ENTRY VESTIBULE OPEN TO UNDERSIDE OF ROOF MAIN BODY CMU BLOCK(MUTUAL MATERIALS SPLIT `�".° ABOVE FACE, MESA TAN - STONE VENEER FASCIA(WOLF CREEK) )-CMU-1 ACCENT MEDALLIONS -; � ,-"�,�. � • � .,� �� LOWER ACCENT BELT COURSE(MUTUAL MATERIALS 8x8 METAL CANOPY GROUND FACE,BIRCH)=CMU-2 STUCCO ACCENT ON CMU BLOCK • " - N VERTICAL ACCENT PILASTERS AT ",�' '' s SIGN S G.I ]-�a 1�T]fi l.Ii ])ILL (. .. :,: .: SPLITVERTI ACE,KAL EHAKI)=NT CMU BLOCK(MUTUAL MATERIALS z CORNER WITH ACCENT CMU BLOCK o I 'A", � YL., FACE, (KHAKI) { ',t -. 3 ACCENT SCONCES AT ENTRSPLITERIALS SPL 3 SCORE SPLIT FACE CMU 4 "" 'd = '_• _ a� (BIRCH) e.' v. _ E ACCENT MED LIONS A BIR ACCENT E2 D HORZONTALL=CMU-5 ACCENTS 8%8" UPPER NT T 3 SCORE, J �a ,,, •.••••• a _ - - APPEARANCE)(MUTUAL MATERIALS SCORED SMOOTH -_ FACE,ONYX)=CMU-6 o , .� ,i '` • a PRE-FINISHED METAL AND METAL CANOPIES(MATCH STONE VENEER(WOLF CREEK) �^ ,f DARK BRONZE METAL ROOFING) METAL FRAME HELD OFF BUILDING FACE f 's"' a METAL ROOFING(AEP DARK BRONZE) WITH VERTICAL WOOD LATTICE WORK "` -, (ACCENT FEATURE)PROVIDE GREEN -; ,;� __ x'. STUCCO FINISH COAT(STU- -FLEX PORTABELLO) SCREEN LANDSCAPE AT THIS FEATURE ". I ( ?E' c .1 CONCRETE CURBING AT ALL C 0 SEE 18 A1.1 --- .I �' f ' '" ,. f WALLS WITH WALKWAY. -._ INSULATED VISION GLASS(CLEAR DOUBLE PANE CLEAR N GLASS WITH LOW E COATING)SPANDREL GLASS TO BE -2 $ 7'-4" 16' 7-4" ��c OPACICOAT"LAVA BRONZE"OR APPROVED EQUAL o s v u <v SOUTH ELEVATION �.L(,AT SOUTH EL AI ON SCHEDULE Scale: 1/8"=1'-0" EXTERIOR FINISH KEY w �t w- P A E E w do 6 A4.4 5 A4.0 WALL SIGN PER SIGNAGE PERMIT C STUCCO ACCENT ON CMU BLOCK 24 GA.PRE-FINISHED METAL CA FLASHING B WALL LIGHT. SEE BD FIXTURE VERTICAL ACCENT PILASTERS WI 4.0 ACCENT MEDALLIONS A4.0 SCHEDULE TYP. (1)AT EAST ACCENT CMU BLOCK(KHAKI) -� (0 ) SCORED SMOOTH ACC NT(ONYX) ELEVATION VERTICAL REVEALS FACE CMU AT STUCCO = - .4 MAIN BODY SPLIT FACE CMU BLOCK(SANDSTONE) 0 1; RTELL DRUCIS o ® - METAL CANOPY ACCENT SCONCES ' AT ENTRY ) O J H J S. S. k° µi ,.� -4 S. S. S. S 3 SCORE SPLIT FACE CMU ACCENT(BIRCH) co N tT , GROUND FACE(8x8)CMU ACCENT(BIRCH) WSPLIT FACE CMU BASE(CHARCOAL).,,; v�s.E' ,' k sr,",;: e,{ ... T1 ,J METAL CANOPY + T-TEMPERED GLAZING UNITS 1"INSULATED WINDOWS IN ANODIZED ALUMINUM Q z EAST ELEVATION S=SPANDREL GLAZING UNIT FRAME Scale: 1/8"=1'-0" WALL LIGHT. SEE BD FIXTURE L SCHEDULE TYP. (3)AT NORTH -T( ELEVATION OUTLINE OF ENTRY ROOF FAUX PILASTERS WITH ACCENT 4. METAL CANOPY OVER N W BEYOND. (STAN)ING SEAM MXF21'-4W CMU BLOCK AT NORTH FACE LIB /� W • DRIVE UP WINDOW ROOF OVER ENTRY) METAL FRAME HELD OFF BUILDING FACE WITH VERTICAL z --- OOD LATTICE WORK(ACCENT FEATURE).SEE 18/A1.1 Q O 8 8 1T 4 4 27-4" 4" - 4 8�-8" '-8 8" L LL1 low J w 4 o J R .a W co u' ` * � _ -4 DRIVE UP WINDOW AT �✓• LOADING DOOR CANOPY PHARMACY '3 CZ)a A/ � � N 41 z Co Co ti CANOPY BEYOND R Y y, W N 16' ,-4" ,_4" 4" 16, 2' ❑ N NORTH ELEVATION Scale: 1/8"=1'-0" rn NN P_ ..........�_......�...____ m :BEYOND-SEE m Q 3 1 S D ;PLAN 5 P 6 ,X F 4.5 4.0 A4 4 'SJ U Li VERTICAL ACCENT PILAS ERS WITH L BEYOND SIGN PER k ACCENT CMU BLOCK(K KI) Aa.2 SIGNAGE PERMIT a W W Ld N I. ^_ -c Y LINE OF ROOF BEYOND(TYP.) ..., _.... - ....-. ._ J J FL W N LI - .w, � o W CANOPY ABOVE DRIVE —.. -- '= ,: -.-. 11 .:. THROUGH WINDOW 7-4" J Z Q WALL LIGHT. SEE FIXTURE SCHEDULE T. T TYP.(3)AT WEST - ._,: �:,,,i,„..:.. x W .' t T. /s. sheet ELEVATION. -, s.. ;BEYOND- SEE w A3.0 WEST ELEVATION RISER ROOM MAN DOOR OVERFLOW ROOF DRAIN OUTLETS. SEE 15/A2.2. bPwA"N X Scale: i/8"=1'-0" W BUILDING ENVELOPE NOTES: MIN,22 CA.CALV. MTL COUNTERFLASH'G PAINTED PROVIDE CONT.B.ROD 1. PROVIDE SEALANT,CAULKING,GASKETING,AND/OR WEATHERSTRIPPING AT ALL INTERFACES&PENETRATIONS OF EXT.BLDG.ENVELOPE-TYP. TO MATCH COPING- &SEALANT BETWEEN I: EXTEND INTO MORTAR JT. /� _ COPING&COUNTERFLASH 2. AT PENETRATIONS OF BELOW GRADE WALLS,USE BENTONITE WATER-PROOFING PRODUCTS TO SEAL PENETRATIONS. S PROVIDE CONT.BEAD ` \` `BLOCK SURFACES) EDGES / 3. PROVIDE CONT.BACKER ROD&SEALANT AT INTERIOR&EXTERIOR SIDES OF ALL GLAZING SYSTEMS. ENTRY LINE /'y ) / -COUNTERFLASH&CMU ) // GLAZING UNIT �� SEALANT ALONGBTWN COATED ROUGH-OPENING SURFACES. // _ : / PROVIDE SEALANT BACKER EXT.DE, /, '� STOREFRONT SYSTEM PROVIDE NT 4. AT ALL SEALANT CONDITIONS,SET BACKER ROD DEPTH TO ENSURE MFGR'S RECOMMENDED WIDTH-TO-DEPTH RATIO,&TOOL SEALANT TO ENSURE PROPER CONTACT w/WINDOW FRAMES AND w.J SEALANT BTWN. E OF MASONRY NOTES" PROVIDE BACKER ROD& STOREFRONT&GWB // SILL " U VI SANDED JOINT TO .PT.=T.O. BLOC / ... / PROVIDE DIM. K 1. USE STANDARD GREY MORTAR THROUGHOUT,DOUBLE-BUTTERING ALL JOINED BLOCK,DOUBLE-STRIKING THE EXTERIOR SIDE OF THE WALL PLUS BACK-STRIKING THE INTERIOR SIDE,FINISHING ' ;/'• \ /. MATCH ADJACENT MORTAR r f zo WITH CONCAVE JOINTS. TO PREVENT BREAKING THE BOND BETWEEN BLOCK UNFTS AND MORTAR CRACKING,ALLOW SUFFICIENT TIME FOR MORTAR TO ACHIEVE A FIRM STATE BEFORE PLACING AND _ 7 ��• / PROVIDE HEAVY DUTY TOP TRACK— WITH VIBRATING THE SCHEDULED GROUT FILL. TAKE ALL OTHER MEASURES(WATER REPELLANT,DAMPPROOFl WI BOX BEAM SPANNING BEYOND NG BELOW GRADE(IF ANY)ETC.),AS REQUIRED,TO ENSURE A WATERTIGHT FINISHED WALL / 9 U WINDOW OPENING TO ADJACENT 2. PROVIDE SMOOTH FACE CMU BLOCK IN SCHEDULED COLORS,IN LIEU OF SCHEDULED SPLIT FACE BLOCK,AT THE FOLLOWING LOCATIONS: 1 % �/� JAMBS(EACH SIDE)FOR RIGIDITY o'd 1 /// •'�:., / OF WALL AT SPANDREL WINDOW z C `o A. THE TOP TWO ROWS OF ALL PARAPETS,PER DETAIL 4/A22. CMU (SMOOTH FACE TO MATCH COLOR DIRECTLY BELOW) i; / COPING ATOP CORNICE OPENINGS. R-15 BAIT 9 - INSULATION IN 3 5/8" x w (cf. 1/A5.0)-EXTEND MIN.8" � "1YP. METAL STL.STUDS® m a B. THE LINTEL BLOCK AT THE REAR OF ALL CANOPIES&AWNINGS. �;j UNDER COUNTERFLASH (ROOF'G -- MIN.24"O.C. ALIGN c &BALANCE OF CORNICE DTL. SEE STRUCT.DRWG.S FOR 1"INSULATED GLAZING UNIT WALL WITH FURRING • LOCATIONS OF ALL C. THE CANOPY WALL ATTACHMENTS,PER DETAIL WALL SECTIONS AND STRUCTURAL PLANS.; AT THESE LOCATIONS,USE A SMOOTH FACE BXB SMOOTH BLOCK CENTERED ON THE STRUT j/ / NOT SHOWN,FOR CLARITY) -� WITH OPACICOAT"LAVA AT CMU WALLS ATTACHMENT WITH AN ADJACENT 8X8 SPLIT FACE BLOCK TO MAINTAIN THE 16"MODULE OF THE RUNNING BOND PATTERN.SMOOTH FACE ONLY BEHIND 7 1/2"SQUARE MOUNTING PLATE '.,� ! EXPANSION JOINTS --'— BRONZE"SPANDREL GLASS CENTERED ON 8X8 BLOCK MODULE. j�,�•4..-_: ! / FACE OF CMU BELOW. ^ 3. MAINTAIN SOLID GROUT THROUGHOUT ALL BLOCK. ii. LOW PARAPET U32 4. ALL BLOCKS AND MORTAR NO GROUT TO HAVE"DRY-BLOCK" GRACE)ADMIXTURE THROUGHOUT, WALL 2 STUCCO NOTES: 0 LOW TO HIGH COUNTERFLASHING EXPANSION JOINT MULLION AT SPANDREL GLASS 3 4 L � 1. ALL STUCCO WORK TO COMPLY WITH THE 2015 IBC 2510 D ASTM STANDARDS. FINISH COAT TO BE STUC-O-FLE%,SAND FINISH,COLOR:PORTABELLO Scale: 1 1/2"=1`-0" Scale: Y=1'-0" scale: 1 1/2 =1 —0" 2. PROVIDE J MOLDING AT PERIMETER AND EDGE COND . PROVIDE EXPANSION JOINTS AS SHOWN ON A3.0 OR APPROVED ALTERNATE DESIGN TO BE APPROVED BY ARCHITECT. \� _--....... C x q wW F F NQg; SEE EXTERIOR ELEVATION SHEET A3.0 4 FOR CMU BLOCK TYPE. "CMU "EQUALS MIN. 24 GA. PREFIN. A22 MIL. COPING SMOOTH DIRECTLY ACE CMU, CORNICE.TO CTYPICAL �, R �� STUCCO FACADE AT CMU: - T.O. BLOCK _ COMPLETE 3-COAT PORTLAND CEMENT STUCCO �I PRESSURE-TREATED WOOD TOP SYSTEM w/STUC-O-FLEX FINISH COAT,OVER T.O. BLOCK I � PLATE SELF-FURRING LATH(1'f TOTAL THKJ, 5 � a COMPLETE w/ALL REQ'D. MIL.ACCESSORIES z FOR WATERTIGHT,CRACK RESISTANT EXT. FINISH, OVER T.O. BLOCK T.O.BLOCK 1 4 DRAINAGE MAT INKADRAIN MAIN ROOF SYSTEM: STUC-O-FLEX"WATERWAY'RNNSCREEN i \J MIN. CLASS'B' BUILT-UP ROOF, PER BDC a « DRAINAGE MAT,ORAPPROVED), i SEE SECTION A/A4.0 O SPEC SECTION 12.A.,OVER PROTECTION BD. FOR BALANCE OF J __ 2 LAYERS OF GRADED 60 MINUTE BLDG. �`�_ - 'NOTES -TYP.ALL &R-40 RIGID INSUL (() WALL SECTIONS U.N.O. U 2 3'LAYERS PAPER, m o POLYISOCYANURATE), OVER MIL. DECK AND OVER ROOF STRUCTURE, PER STRUCT. T_T -- (V Bx8x18 INTEGRAL COLOR c�i^ MANUFACTURERS RECOMMENDATIONS. Qj 0 00 SMOOTH,SPLIT-FACE& - ':' ' m �`--^�» - ` ROOF ELEVATION _j ^` FLUTED CMU BLOCK,AS ROOF ELEVATION„ ROOF ELEVATION 8-0 CANOPY - _. VARIES NOTED ON EXTERIOR VARIES VARIES ELEVATIONS,w/CLEAR '- W SEALER FLOOD COAT m m Z OVER EXT.FACE, •I c� ^ L_J ' O PBOVOCT ORILACHEM TRETE - C3 APPROVED BY A4.1 ` ARCHITECT. - WALL BRACKET EXPOSED R-15 EXPOSED R-15 = Q BATT INSULATION STEEL STRUT,PER - BATT INSULATION N ABOVE TO HAVE 1'_4" STRUCT. ABOVE TO HAVE LLI WHITE FACINGS w/ a WHITE FACINGS w/ Z MAX. FLAME SPREAD �n u mj BRACKET in chi^ MAX. FLAME SPREAD Q 0 00 RATING OF 25 AND G ro RATING OF 25 AND L AT SIDE CHANNEL,P VIDE 2"6 4 SMOKE DEVELOPED W 4 SMOKE DEVELOPED W w 4 MIN.CLASS'B'SGL.-PLY HOLE ALIGNED OVER D 2"ABOVE '� RATING OF 450. RATING OF 450 ROOF'G OVER PROTECT.BD. GUTTER,TO PROVIDE RAIN II u TYP.ABOVE WALL °O ti A4.1 OVERFLOW w o J ~ m .._. FURRING. z TOP PIL " W n 0 m p PROVIDE SMOOTH-FACE CMU BLOCK o ^ o _ " w t r IN SCHEDULED COLOR BEHIND /�y 't ---—m ¢ m m ` ,_....-----...... ............. ._.__.......... CANOPY WALL CONNECTION cxi m {y LIB CD O SUSPENDED CEILING PER REFLECTED o o �y SUSPENDED CEILING PER B.O.C10 - `� , ELEMENTS-TYP. N g CEILING PLAN Y w 1+i ,' REFLECTED CEILING PLAN 00ro B.O. UND CMU 'PAINT ALL _ 5 M MM Com o ER IDE OF CANOPY A4.5 Z W � I TS 4z2 FRAMING I I' � Q N 5/8"GWB TO MIN. 4"ABOVE SCHEDULED � I N z N z C10 STL CHANNEL 3 SIDES, - W N a CEILINGS a N z� z3 -I 1"INSUL. GLAZING IN ANOD. - w = w - 5 - PER STRUCT.-PAINT 5 �h' ALUM. STOREFRONT SYSTEM Q N c5 a �"- z i j ` A4.0 T.O.CMU A4.0 GWB CEILING PER t7 VERTICAL GLAZING -TYP.. REFLECTED CEILING PLAN a 1 a PROVIDE HEAVY DUTY TOP TRACK OR BOX PAINT ALL EXPOSED CANOPY MIN. U=0.38, SHGC=0.40. WITH PLYWOOD DECK PER U N _ SALES BEAM SPANNING BEYOND WINDOW y COMPONENTS,ELECTRICAL LOW-E UNLABLED GLAZING - - STRUCTURAL DRAWINGS. "• ® CONDUIT,ETC.,w/COLOR TO m Y `� OPENING TO ADJACENT JAMBS(F1�CH `� 1/2"ARGON, FIXED, DEFAULT. O z z m o l m MATCH SCHEDULED CANOPY OR, CERTIFIED TESTED N a ,�• SIDE) FOR RIGIDITY OF WALL AT WINDOW a a COLOR 4 SIM. UNIOSEX N N N g w OPENINGS. I g w ASSEMBLY PER NFRC. 108 to R-15 BATT INSULATION IN 3 5/8"STL. y o w 1'> N o PROVIDE OPACICOAT SPANDREL GLASS A4.5 _ W m STUDS 0 MIN. 24"O.C. m WHERE SHOWN. COLOR TO BE"LAVA SOLES a o i `�SIM. a (METAL STUDS HELD OFF WALL W/ METAL ? N A4.5 m BRONZE'. Fa CLIPS. FACE OF GWB AT INTERIOR 5"FROM -:{ i 3x3 PREFIN.Ml DOWNSPOUT-ROUTE THRU 3 > > , CMU WALL HIGH AS POSSIBLE,TO DROP w IN , R-15 BAIT INSULATION IN (� J w FACE OF CMU -TYPO N 1 3 5/8'STL. STUDS ® MIN. 00 SALES STUD CAVITY,TIGHLINE PER CIVIL a y I 101 24"O.C. � a R R 6"HIGH z 6"WIDE CONCRETE CURB ALONG w BUILDING FACE ADJACENT TO WALKWAYS N W W a1 CONC. FLOOR SLAB PER STRUCT., OVER o TYP. J J U a n CONT. 15 MIL VAPOR BARRIER(STEGO OR a M a CONC.WALK, WHERE INDICATED, PER CIVIL M Q J F Ln o in APPROVED BY ARCH.), OVER COMPACTED MIN. c ;.� Tn D1 - SLOPE FOR POSITIVE DRAINAGE AWAY W 5"FREE-DRAINING CAPILLARY BREAK AND :2 FROM BLDG. OTHER SUBGRADE AS DIRECTED BY SOILS - W I 7 = ENGINEER -TYP. i T.O.SLAB T.O. SLAB 0 C m - T.O. SLAB - T.O. SLABS�o -- " z " a REF. DATUM 0�-0" G 2 ' e z REF. DATUM 0'-0" REF. DATUM 0�-O" I a _ - 4 P D o _ 'yK -o- % - fie° 0 7J _ U °`�o o�. �i U m y� oaf TAPE VAPOR - o . °$� $bb, L Z V W s WALL, wRUPTEDRRIER TIGHT TO i Ir, Q�DOPo"o 908990 i,.i �ii.,l i l.ii.i ` FOOTING PER STRUCT. o� ~ ❑ SEAL, PER BARRIER MFGR.'S SPECS W sheet FOOTING DRAIN DETAIL N DAMPPROOF , EXTERIOR SIDE OF PER SOILS REPORT BELOW-GRADE J BLOCK -TYP. A WALL SECTION WALL SECTION WALL SECTION n WALL SECTION Q 4. Scale: 1/2"=1'-0" B Scale: 1/2'=1'-0" C Scale: 1/2"=1'-0" u Scale: 1/2 —1'-0" 3 E&WATERSHIELD FLASH'G ALL ^^ STEEL WALL PL./BRACKET w/ " W.R.GRACE IC AROUND HSS PLATE,LAPPED MIN.UNDER STL.STRUT,PER STRUCT. RI CONT.BEAD PROJECTED KNIFE PL.,PER ;(: STUCCO FINISH ALL AROUND -PAINT TO MATCH 10" 4" SEALANT STRUCT. PAINT ALL STEEL WALL PL./BRACKET w/ „! - STEEL WALL BRACKET,KNIFE PLATE PER STRUCTURALLATEw/RADIUS TOP CANOPY GUTTER FLANGE ^ II COMPONENTS TO PROJECTED KNIFE PL.,PER ' AND ROD CONNECTION PER MATCH CANOPY STRUCTURAL PENETRATING /% - STRUCTURAL DRAWINGS. STUCCO SYSTEM !/r EXTEND ROOF'G UP ...._ ,, OVER T.O.2x_TOP r PLATE PROVIDE WATERTIGHT SEE SHEET A2.2 FOR STEEL STRUT ROD THREADED O , O :-. 24 GA.PREFIN.MTL. - BOOT FLASH G , O TERMINATION OF STRUT — LOCATIONS —� INTO TURNBUCKLE AND CLEVIS � COPING I i I N.T.S. PINS EACH END PER 2 SINGLE RECOVERY BOARD U w STRUCTURAL -'" /' SINGLE PLY ROOMING ^o F.O.STL.CHANNEL / �,' DRILL FLANGE AND SMOOTH-FACE u EXTEND ROOF'D DOWN INTO MIN. FLo ASH ROOFING B00T ONTO ��' - /. CONT.CLIP FOR�" 20 GA.PREFIN. MTL.GUTTER '-^ Bx8x8 SMOOTH FACE CMU LINTEL BLOCK, z t PIPE STUCCO SYSTEM,OVER �1 BLOCK BEHIND BRACKET,PER M.B.w/WASHER PER MASONRY 9 THRU TO COUNTER- ' 1/4"DRAINAGE MAT,OVER i MASONRY NOTE A4.0 NOTE A4.0 ma I. BUILDING PAPER,OVER SUNK NUT IN 2x_ MIN.24 GA.DRIP FLASHING, CMU BLOCK OPUT- !i .. ---"'-" ----_..--..." COLOR-MATCHED TO WINDOW SYSTEM TERMINATE STUCCO 1/2"CLR.OF HSS PLATE,INTO g "J"MOLDING,4 SIDES- PROVIDE CONT. ! STL.CHANNEL, WINDOW SYSTEM SHIM'D AS REQ'D, SEE DETAILS 17 AND r - PER STRUCT. TS BEAMS,PER 18/A2.2 FOR BALANCE SEALANT ALL AROUND BTWN J-MOLDING AND PLATE _ _ - w/CONT.BACKER ROD&SEALANT OF NOTES&DETAIL - STRUCT' EA.SIDE- EXT.SEALANT PIPE WELDED TO TUBE STEEL DIMENS.PT._ COLOR-MATCHED TO WNDW.Sr. - d EDGE OF TYP.4 SIDES OF ALL OPENINGS o g -- FLANGE a ,n w iv I CANOPY DETAIL �1 CANOPY DETAIL AT STUCCO/CULT. STONE CANOPY DETAIL CANOPY DETAIL CANOPY pETAIL Scale: 1 1 2 DETAIL Scale: 1 1 2 =11-0' 3 Scale: 1 1/2"=1'-0 4 Scale: 1 1/2"=1'-0 5 Scale: 1 1 2 =1 -0 0 W F 5 NOTE: SEE EXTERIOR ELEVATION SHEET A3.0 5 5 �6 FOR CMU BLOCK TYPE. "CMU•"EQUALS SMOOTH FACE BLOCK TO MATCH COLOR 10 DIRECTLY BELOW AT CORNICE.TYPICAL 10 SIM. T.O. BLOCK T.O. BLOCK \I T.O. BLOCK 1 I I I T.O. BLOCK _ CULTURED STONE SYSTEM AT CMU !1 _ SEE SECTION A/A4.0 CULTURED STONE ON LATICRETE FOR BALANCE OF MASONRY VENEER MORTAR ON NOTES -TYP.ALL LATICRETE AIR&WATER BARRIER ON J WALL SECTIONS U.N.O. CMU BLOCK PER STRUCTURAL W/ CLEAR SEALER FLOOD COAT OVER ( M IF- EXT. FACE, PROTECTOSIL CHEM TRETE z L N PB VOC OR AS O (V I I � � y, sa`.;",f,, J-BOX FOR j I '.^;;�' kz, srr:;,.tY SECTION 1405.10 AND t. J +, TENANT SIGN. MANUFACTURERS RECOMMENDATIONS. Q (TENANT SIGN Qj _ COMPLETEA3--COAT PORTLAND CEMENT STUCCO Q > Z SYSTEM w/ACRYLIC FINISH COAT,OVER IL J _ SELF-FURRING LATH(1"t TOTAL THK.), 1 COMPLETE w/ALL REQ'D.MTL.ACCESSORIES Iw FOR WATERTIGHT,CRACK RESISTANT EXT. Z FINISH, OVER < 1/4"DRAINAGE MAT(INKADRAIN, L Q U� STUC-O-FLEX"WATERWAY"RAINSCREEN DRAINAGE MAT,OR APPROVED), n/ ^ L j OVER LL iL 2 LAYERS OF GRADE D 60 MINUTE BLDG. - Z PAPER, OVER O W AT SIDE CHANNEL,PFOVIDE 2"0 ,GMU,WAL6'-PER STRUCIU�A6 J W a HOLE ALIGNED OVER AND 2"ABOVE _ `� 0- II GUTTER,TO PROVIDE RAIN ATIONI� fJ O OVERFLOW INSTALLATION PER"I.B.C,SECTIIO 2N N5 0 AND MANUFACTURERS RECOMMENDATIONS w oTOP PL. o ...�-,r...,,V.- ,....�.'�,.. r.....,..,, ;,.�, ✓� ^` o O PROVIDE SMOOTH-FACE CMU BLOCK1- 2 0 .I IN SCHEDULED COLOR BEHIND Y m co B.O. C10 .,, - -- ... _ .,._.___ CANOPY WALL CONNECTIONS LL O SUSPENDED CEILING N �y ELEMENTS-TYP. SUSPENDED CEILING PER SUSPENDED CEILING PER ,Q PER REFLECTED Ni 5 REFLECTED CEILING PLAN REFLECTED CEILING PLAN o MQ Co N CEILING PLAN B.O. CMU - , A4.1 Z W SEE SECTION C/A4.0 2"OFFSET TO F.O.WINDOW Q m FOR BALANCE OF 'I I SYSTEM N CANOPY NOTES -TYP. ALL WALL SECTIONS 1"INSUL, GLAZING IN ANOD. _ N o 0 " WITH CANOPIES U.N.O. ALUM. STOREFRONT SYSTEM Q m VERTICAL GLAZING -TYP.: - Q T.O. MULLION U m a o I, MIN. U=0.38, SHGC=0.40, ❑ LOW-E UNLABLED GLAZING - N 1/2"AIR SPACE, FIXED, 0 SALES a DEFAULT. OR, CERTIFIED - SALES SALES [f] 17 101 l TESTED ASSEMBLY PER NFRC. _0 t D1 N (n N m m i T.O. CMU 3 i a U N 4 - 4I LL Q CONIC. WALK,WHERE A4.5 R-15 BATT INSULATION IN 3 CONIC.WALK,WHERE (f) W W uw • INDICATED, PER CIVIL 5/8'STL. STUDS® MIN. 24" INDICATED, PER CIVIL • - SLOPE FOR POSITIVE O.C. - SLOPE FOR POSITIVE J J ❑ DRAINAGE AWAY FROM DRAINAGE AWAY FROM J Ln N BLDG. BLDG. F- W w M W 7 z T.O.SLAB T.O. SLAB rj T.O. SLAB F, m — � a ,r,,::i.^ o`•.�y o IV ° °p ow ,,•.,,.� �L ow °R0° °`° ..� ..illy :. " Z U ❑ m g � �� ;� ==1 I I; .� 9 a°a`�, 9� �p �� II�� I1I a - f1 ° ov o,. �: III o .o. 9 Llli o ovr: ni_ I' 8y 9ow n jli. �iIIIIII O `f III 99$ w Q w () sheet WALL SECTION F WALL SECTION WALL SECTION H WALL SECTION < A4. E Scale: 1/2"=1'-0 Scale: 1/2"=1'-0 Scale: 1/2"=1'-0' Scale: 1/2 1 -0 �j ^ I N ^ o CHANNEL SCREED w/ 1/2"REVEAL(FRY PCS-75-50,OR EQUAL) TYPICAL AT HORIZONTAL &VERTICAL REVEAI S. SEE ELEVATIONS FOR LOCATIONS 1/2"EXTERIOR PLYWOOD STUCCO FINISH PER WALL N SHEATHING ON 6"METAL SECTIONS STUDS PER STRUCTURAL F DRAWINGS. a �d C `o a FRY PCM CORNER KEY U 4g 5 �� Zy �1 CORNER & REVEAL AT STUCCO Scale 1 1/2"=1'-0" -- a TJ 1/2"EXTERIOR PLYWOOD aW NM SEE EXTERIOR ELEVATION SHEET A3.0 F A W. ON 8 METAL STUDS FOR CMU BLOCK TYPE. "CMU 'EQUALS 2'-8"N.T.S. PER STRUCTURAL DRAWINGS. SMOOTH FACE BLOCK TO MATCH COLOR DIRECTLY BELOW AT CORNICE.TYPICAL �\ STUCCO FINISH PER WALL SECTIONS FRY REGLET TYPE T.O. BLOCK "STX"STUCCO REGLET FRY REGLET R-21 BATT SPRINGLOK"FLASHING ce INSULATION WITH VAPOR BARRIER MAIN ROOF SYSTEM T.O. BLOCK T.O.BLOCK � ! V - _ Z L N O 0c) 7. a' STEEL DECKING PER . -- STRUCTURAL a 0 STUCCO TO ROOF TRANSITION Q o a " scale: 1 1/2"=1'-0" WALL FURRING PER PLANS i � Q ui Q O 18 GA.ST.STL.GUTTER- SUN SCREEN. SIMILAR TO CANOPY< AT SIDE CHANNEL,PROVIDE 2"0 HOLE BUT NO WATER COLLECTION. ALIGNED OVER AND 2"ABOVE GUTTER, 1n Q O z TO PROVIDE DRAIN OVERFLOW m 1"INSUL GLAZING Lu STOREFRONTANOD.ALUM.SYSTEM _ I I I STICKPINNED INSULATION BATTS O J � TOP PL. - ABOVE PLYWOOD WAINSCOT, w/ / pY LU Im II j II i. WHITE FACING w/MAX. FS 25& a 6 a __- = SMOKE-DEVELOPED RATINGS OF a H A4.6 _ a0 cmi"' ! B..C10 ____ �i, 450, PER IBC 719.3. AT JAMBS& m N 1 EACH SIDE OF CANOPY HEAD, EXTEND INSUL.AS CLOSE AS I POSSIBLE TO DOOR TRACK/COIL m _ _ - STUCCO FINISH PER WALLco m SHROUD ABOVE. TOP PLC. „_-- `L-- SIDES WITH J MOLDING ALL - Co Co 0 5 DIM.PT. Z W m m STORAGE ROOM B.O. 110 I _ _ _ M 'X A4.4 (SEMI-HEATED SPACE) ----- -� - CULTURED STONE VENEER PER UJ Q N WALL SECTIONS W �n < A \ ` CMU PER STRUCTURAL LL N SUSPENDED CEILING PER I I �) 1 STORAGE BREAK 'a a DRAWINGS r N I J/ SLATS PER 8/A4.6 Q m REFLECTED CEILING PLAN \ ® Q i m it a a - 1" INSUL. GLAZING IN ANOD. O INSULATION BATTS IN 8' HIGH STL. N B.O. CMU STUDS BEYOND DOOR,TO BE ALUM. STOREFRONT SYSTEM TRANSACTION WINDOW& COVERED W/ 1/2"PLYWD. 15 STUCCO/CULTURED STONE JAMB DETAIL 0 DRAWER ASSEMBLY,AS ~ i WAINSCOT TO +8'-0"AFF ALL r Scale. 1 1/2"=1'-0" N N w DRIVE THOUGH GLAZING: I, SPECIFIED - VERIFY WALLS EXCEPT PLUMBING WALL AT _..__._.._.... ._.._.........__ ..___... .. .._ _._ .._ _.._............._._ N m MIN, U=0.40, SHGC=0.40. PHARMACY ALL REOT.S & 10 BACK SIDE OF PHARMACY AND 11 DIMENSIONS - PROVIDE ca A4.4 SHEAR WALL. RETURN TO CMU a ''I CONT. B. ROD & Z WALL AT DOOR OPENINGS, a s 3 M I SEALANT ALL AROUND, w a BOTH SIDES OF WALL N p r INSULATED (R-5 MIN.) S B.O.WINDOW ASPHALT PAVING, COILING STEEL TRUCK DOOR ¢ I CMU PER STRUCTURAL N W W En T.O. CMU __ ^ PER CIVIL- DRAWINGS a SLOPE POSITIVE OR 15 II: S"� STUCCO ONSFINISH PER WALL --L J o 6"HX12"W CONC. CURB DRAINAGE AWAY I. M �' Q Ella ALONG ENTIRE NORTH "' FROM BLDG. A4.4 II �, W N FACE OF BUILDING „�- I; FRY STUCCO CORNER ' _ F MOLDING ;. LEI C L O.SLAB TO.SLAB _... T.O.SLAB I I� \t ....._. DIM. PT. : N EF.. DATUM 0 a,..'e't; ;'j,..i FLASHING BETWEEN STUCCO --- N W Q o � o�� " "° amoff$ �� EKED STONE Z Wwron a� o � STUCCO FlNISH PER WALL _. O Zo°po° ., :_,.. ow.o :I. CONC. HAUNCH AT DOORWAY, w _ BF.� o'*o`*"o ALLTSIDESNS WRH J MOLDING I��i f-- [I ..:III a PER STRUCT. a 99 Q rm - ° CULTURED STONE VENEER 1"INSUL.GLAZING IN ANOD.ALUM. L d PER WALL SECTIONS STOREFRONT SYSTEM N sheet (BEYOND) J JWALL SECTION WALL SECTION WALL SECTION n STUCCO/CULTURED STONE HEAD DETAIL Q A4.2 Scale; 1/2"=1'-0" K Scale 1/2 1'-0" L Scale: 1/2"=1'-0' ev Scale 1 1/2"=1 -0" N N n VT I I RECESS SOFFIT ABOVE HIGH WINDOWS I I `f U N Z PLAN VIEW ABOVE MAIN ROOF LEVEL �a m --- RECESS -- ABOVE HIGH WINDOWS��- 9 o G rJ B AEPTIPREFINISHEDS(OREAPPROVED EQUAL) 5 22 GA. PREFINISHED FLASHING TO MATCH ROOFING WITH CONTINUOUS CLEAT AT STANDING SEAM METAL ROOFING OVER #30 BOTTOM &DRIP EDGE. FELT ON 1/2"EXTERIOR PLYWOOD ON R-40 15'-4" 5'-0' 1&2 RIGID INSUL. ((2) 3"LAYERS - POLYISOCYANURATE) ON 1/2" PLYWOOD AND CONTINUOUS N s 2'-B" A4.6 2X T&G WOOD DECKING PER STRUCTURAL PREFINISHED METAL 12 f DRAWINGS. GUTTER ALONG $ v a ANGLE CUT BEAM ENDS AS SHOWN VESTIBULE ROOF. AT EACH END (NO EXCEPTIONS). EXTEND INTERIOR WALL FURRING TO UNDERSIDE OF ROOF DECK TUCCO EM ON IOR STUCCO SYSTEM ON 1/2'EXTERIOR AND C SH WOOD PLYWOODBLOCK WALL EATHING N2 METALRINFILL �i FRAMING BETWEEN SHEATHING O OF BLOCK FAND R-11 RIGID 4 / EVERYWHEREAWHERE MS DEXPOSED DTO VIEW. A4.6 DECKING TO BE STAINED AND VARNISHED.FLASHING BETWEEN STUCCO AND UNDERSIDE OF ROOF DECK. PROVIDE _ _ INSULATION AT NORTH R-15 BATT INSULATION AT EACH FRAME WALL AT CMU CULTURED STONE WALL STUCCO SYSTEM ON CMU BLOCK ABOVE "' i�,✓ WINDOWS —RUN GUTTER TIGHT TO STUCCO SYSTEM ON 1 2 EXTERIOR ✓ VESTIBULE AT SOUTH PLYWOOD SHEATHING ON"METAL STUDS FACE OF STRUCTURE 15 BEYOND Z '` PER STRUCTURAL. � '� �, TO SPLASH BLOCKS v BELOW. O J c,�i C" WALL TO ROOF CULTURED STONE VENEER SYSTEM ON i � i FLASHING CMU BLOCK WALL /n SPLASH BLOCK CULTURED.STONE VENEER SYSTEM AT ! / -� Z N CULTURED STONE SOUTHERN 111 _ O ap 8'-0"CA 'WOLF CREW ON 4-J CY) NOPY _ __ LATICREfENMASONRY VENEER MORTAR N (n ON LATICRETE AIR &WATER BARRIER LL 1•� ON CMU BLOCK PER STRUCTURAL w/ //// CLEAR SEALER FLOOD COAT OVER EXT. FACE, PROTECTOSIL CHEM TRETE / PB VOC OR A SECTION 1405.10 AND -- V/ Z MANUFACTURERS RECOMMENDATIONS. Q CANOPY. SEE NOTES ON C/A4.0 O Z / J L w N IL w TY 1"INSUL. GLAZING IN ANOD.ALUM. H STOREFRONT SYSTEM LL! m L7 . N wc....,_., ,�,. .,, p ., GWB WALL FURRING PER PLAN OVER CMU ._. ♦'� a, WALLS PER STRUCTURAL. �y WALL MOUNT EXIT SUSPENDED ,+ �/ T �/ TSIGN CEILING PER N EXI 1 EA�1 AT VESTIBULE DOORS REFLECTED MM�1 " CEILING PLAN Z Co W CANOPY. SEE NOTES ON C A4.0 r 1" INSUL GLAZING IN ANOD.ALUM. 1" INSUL. GLAZING IN ANOD. I STOREFRONT SYSTEM N ALUM. STOREFRONT SYSTEM I ® i ® m U QN N nI I AUTOMATIC SLIDING DOOR SYSTEM WITH []_ I MOTION/PRESENCE INFRARED SENSORS _ VESTIBULE EACH SIDE AND HOLD OPEN BEAMS AT VESTIBULE (n N 100//. DOOR OPENINGS. DOORS TO HAVE BREAK N N AWAY FUNCTION IN DIRECTION OF TRAVEL I "° m � Q m L (OUT TO EXTERIOR)AT EACH OPENING IN I / 0 CONFORMANCE w/IBC&WA. STATE _� W 3 I BLDG. CODE.ALL DOORS TO HAVE J w TRANSOM LITE FRAMES ABOVE.ALL GLASS q -� TO BE 1" INSULATED UNITS COMPLIANT R PROVIDE WALL FURRING IN SIM. 10 _ - I m FRONT OF LOWER GLAZING UNIT A4.5 WITH ENERGY CALCULATIONS.VERTICAL GLAZING -TYP.: i /// W W N o SWHERE TORED SHOPPING CARTS ARE J/ MIN. U=0.80, SHGC=0.40. ra CONC.WALK, WHERE INDICATED, //J 8"HIGH VESTIBULE SILL x 6"WIDE I i W J In( ) PER CIVIL- SLOPE FOR / CONCRETE CURB BELOW WINDOW I I /� W w POSITIVE DRAINAGE AWAY FROM I :3 - I= BLDG. L_-- .__.,.__ 0 1. T.O. SLAB L En ~( CC V) W o OYQ sz ` ----- g�--e ° _ �l�i�l illiiii. � � � `�__-+flt� - g'¢- w w•o n �� O Q 13 � g P°.�'°•o r � e' a .LI L� ,DTI 90'�-" I � U J Q m LJ (/') sheet WALL SECTION WALL SECTION a A4.3 M Scale: 1/2"=1'-0" N Scale: 1/2"=1'-0" �i / CMU WALL VESTIBULE ROOF SYSTEM F E 3'-8" 29'-4" 3'-8" ROLL UP DOOR AS SCHEDULED(PAINT) r ro HEAD AT COILING DOOR 9 7 �r, Scale: 3"'=1' w �w fl <�Wo _L�j J,_r �� -. e STUCCO SYSTEM GLU-LAM BEAMS AND EXPOSED WOOD fl i 5� DECKING TO BE STAINED AND VARNISHED. EVERYWHERE WHERE EXPOSED TO VIEW. .-v-_,r s...,.,� _ -- CMU WALL / � /�� WAINSCOT. i i OJ GALVANIZED J 3"x6"x3/8"x 4'-0" WEATHERSTRIPPING CULTURED STONE VENEER SYSTEM / / 1" INSUL GLAZING IN ANOD.ALUM. ! ®JEL AMBS(PAINT) L N / STOREFRONT SYSTEM TRUCK DOOR Z CV 0 CY) fn 0 JAMB AT COILING DOOR Q > o / Scale: 3" - --- CD `` Z rn � J L GALVANIZED/ ^` Q STEEL ANGLE"x 4'-O V/ BEYO CANOPY. SEE NOTES ON C/A4.0 Z JAMB N(PAINn - TRUCK DOOR O Ci Q L '� ! ...SLOPE SLAB 1/4" 1/4"SLAB STE w /� LLJ BEHIND DOOR, / J L.L st; 1"INSUL. GLAZING IN ANOD.ALUM. fl _ 1/4"STEP TO - 1/4"RADIUSED EDGE O J STOREFRONT'SYSTEM -fl--: x �....L mT...-:_: T EXT.SLAB,w/ - _ �-- Tn n ° i 4"RADIUSED -- NEOPRENE p� WEATHERSIAL C = _ o GWBWALLS WALL FURRING PER PLAN OVER CMU EDGE -2 ^` 't WALLS PER STRUCTURAL � r - - /(1\L — W —_- - \ - O cli J CoMM Co a a Z CULTURED STONE VENEER SYSTEM !� �' / I a _ J < SLAB BEYOND Q m SLOPES PER — i I - I CIVIL DRWG.S r, ❑ AUTOMATIC SLIDING DOOR SYSTEM WITH 0 N I SILL AT COILING DOOR MOTION/PRESENCE INFRARED SENSORS C EACH SIDE AND HOLD OPEN BEAMS AT II, / VESTIBULE ,%�/ ��'i 1 J Scale: 3"-1'-O" fNf1 N N DOOR OPENINGS. Cm FINISH AS SCHEDULED PER PLANS. Q Q h1 MINIMUM 3 J ANCHORS/JAMB I W N SET F.O.DOOR / J " �, FRAME FLUSH w/ ,''/ / _ ,.j J ❑ F.O.BLOCK � N i II a z CMU WALL ,�;// -I / _. ;_ L - 5 SHIM % • a e W W AS REOb ♦� � 2 - ° il, BACKER m ni ❑ / �/ W Op o �� !, ROD& Z U ❑ m Ld 09$ - - f q %0 6B SEALANT EA.SIDE 1 CORNER OPENING-NP. TYP. O Z _ �___ .- ii _. �op��"o ii •'O�°cS59 � - ) 5 DRIP EDGE BUTT GWB,WHERE � m AT HEAD`. SCHEDULED,TO FRAME- U J Q ` - PEMKO 346 TERMINATE w/EDGE BEAD LyJ OR APPROVED, FULL (/) sheet .. WIDTH OF FRAME H.M. DOOR&FRAME (PAINT) -GROUT FRAME SOLID WALL SECTION THROUGH VESTIBULE - LOOKING NORTH HOLLOW METAL HEAD JAMB SIM. a A4.4 P Scale: 1/2°=1'-0" 0V Scale: 3 1'—(l" EXTEND GUTTER ^ RI EXTEND ROOM DOWN INTO MIN. RI MIN.6"UP 20 GA.PREFIN,MTL.GUTTER BEHIND STUCCO it % SYS.,DRAINAGE ^ - o v 0 Attachment options to structure(wood,concrete or steel) - -�--- 10" 4" MAT&BUILDING /i a.Attachment devices to stracture'/-inch(6nmt)dim neterx -__ II ��' STOREFRONT SYSTEM GUTTER FLANGE PAPER 3-inch(75mui)long close)-eye ward screws;minimum - _ s7Ruc7uRE PROVIDE CONT. _ penetration I inch(25mm)into dre ward member. SILL FLASH PAN, SEALANT BTWN. Xb.No 12 ga.splay wire looped around bottom chord of /,. - PER 15/A4.5 UPTURNED LIP —- openjointortruss. �� &STOREFRONT TERMINATE STUCCO n .splay wires IN DRIP SCREED 2 s00mm)o c. Max.10, c.Metal 2-Inch x 2-inch(50mm x 5Umm)gurgle,attached to(30o0mm) cometc or steel with approved fasteners DIM.PT.=T.O.BLOCKsu Approx.46' d.Tie wire spike minimum Yo-inch(5nrm)diameter x 2ce � inches(50 min)long,dulled and hammered for concrete, --5"NP. c."fie wire wedge anchor%inch x I X inches(6mm x -- --- -- _........................- --- DIM.PT. 44mnr),for concrete "F.O.BLOCK" OVERFL OW DRAIN THROUGH EACH _ f.Beam/flange clamps for steel structure members. / - END WALL. LOCATE 2"ABOVE l •51 Partl Ion Splay wire to be wrapped around itself three full turns; WINDOW SYSTEM BOTTOM OF GUTTER. '$ rl within a 3-inch(75mm)length. ""- TERMINATE STUCCO IN J-MOLDING. I PROVIDE CONT.BAOD&SEALANT 0 Attachment options at partition ABOVE,BTWN MOLDING&GUTTER a.Attach partition track to suspended ceiling main runner with two No.8 S-screws.(Detail A only,) R ^ b.%-inch(6mm)closed eye bolt thr.ugh partition track, FLASHING AT HEAD OF WINDOW SYSTEM i? a - STRUCTURE O c.2-inch x 2-inch(50 ino x 50inm)metal angle with two $ =v o (One 2,500 ldhrace et mex.areet , , T SplayNo.8 wire to wrappednround WINDOW HEAD WINDOW SILL n CANOPY AT STUCCO/CULT. STONE (SIM.) .idea.sp o c at s ern n Max.10 Splay wire to be wrapped around itself three full turns; elder or splay wires se show (3,goomm) withina3-inch(75mm)Icngth, $COIB: 1 1/2 =1 -�' SCOa 1 1/2' 1'-0' J Scale: 1 1/2"=1'-0" ae yW!IndaZA—� APpre%45' �+C l� ® ® �� ® Bracing B �� a.Plenum height to 5 feet(1,500mnr):Use Y.I-inch(19mnt) h --- 16 ga.(.0566 in.)cold rolled channel or A•inch(22mm) QQ 25 ga.(.0188-inch)furring channel or I°/s in,(41 mm)25 - N Suspended ga,(.0188-inch)steel stud. ceiling b.Plenum height 5-10 feet(1,500-3,000mm):Use twmod STOREFRONT SYSTEM PROVIDE CONT. or back to back 3�/•.•inch(90mm)25 ga.steel studs. SEALANT BTWN. c.Attach to partition with two No.8 S-screws. SILL FLASH PAN, UPTURNED LIP &STOREFRONT PaNtion A Z PER 15/A4.5_RI ENS.PT.=T.O. BLOCK r� U 6 WALL SEISMIC BRACING OPTIONS J rn M Z L N(V 2 J J M rn Q -- n WINDOW SILL AT STUCCO/CULT. STONE (SIM Q o v Scale SIM. U) Z 24 GA.COLOR-MATCHED PREFIN. Q MTL.SILL PAN,w/1"h INTERIOR W^ - .._............. i..-...__. + c UP&SOLDERED END DAMS- i.L W rn WHERE LONG RUNS REQUIRE JT.S, z GWB ON SALES SIDE OF I % LAP MIN.4°w/(2) Q Q WALL ONLY. _ ONE HOUR RATED CEILING FULL-WIDTH BEADS (2) LAYERS 1/2"TYPE X GWB DEFLECTION FULL-WIDTH SEALANT L W ON 6°METAL JOISTS AT 16" TRACK BELOW J W EXTEND THIS WALL BETWEEN FULL HEIGHT TO '> � '� O.C. PLACE CEILING AT TOP STRUCTURE ENCLOSE PHARMACY. OF PERIMETER WALL FURRING. O SEE STRU NRAL C� FOR FRA ING - ^` 'ABOVE S DING ,q a N � ".GRILLE. J li N Co M ROOF STRUCTURE SET � ^ V PER PLANS SUSPENDED A.C.T. WINDOW SET FLASH PAN Z ti COILING,TYP. SILL CAN ON BEDS OF ON CONT.BEADS SEALANT SEALANT WHERE FASTENERS TRACING IN SDE OF ALL 4 EDGES Q SUSPENDED A..T NOTE: PROVIDE APPROVED - WILL PENETRATE SILL PAN MOUNT TOP TRACK PER CEILING,TYP. SUSPENDED ACT. SUSPENDED ACT. FIRE CAULKING AT ANY 5 8"TYPE "X" N MANUFACTURERS CEILING®12'-8'AFF. PENETRATIONS TO THIS ROOM. GWB.OVER 6" CEILING ® LLJ RECOMMENDATIONS. cL 12'-6"AFF. J I 5/8"TYPE"X"GWB METAL STUDS AT �' - ro " ON 3/4"PLYWOOD ON ONE HOUR RATED WALL 24"O.C. Q m CANOPY BY BARTELL 3 5/8°METAL PER WALL TYPE"8" - Q sa DRUGS STUDS 0 16"O.C. _ D w STRuCTURRAL.PER SILL FLASHING PAN 5/8"TYPE"X"GWB b ro ON 3-5 8 METAL I Scale N.T.S. U1 II /" WHITE FREEZER SHELL a N N STUDS® 16"O.C. io 'rr SPRINKLER s I r - _..._.. ........ ...... —__..._ UJ m TYP.BRACE PER 1 STRUCTURAL .+ FREEZER SALES PHARMACY RISER A4.4 STOCKROOM SALES 3 F a CAN UGHTS, PER c ® ® FREEZER BY CROWN TONKA 111 113 101 ANOD.ALUM.SADDLE ,x DOOR AS REFLECTED CEILING P PER BARTELL DRUG SPEC. SCHEDULED SET IN SEALANT: PEMKO 'U U 45 MINUTE RATED2727; 2-PC.PEMKO nryI c PHARMACY I WAITING ? o m a HOLLOW METAL DOOR #271 OVER PEMKO I1 a 111 I 110 rri PLYWOOD WEATHERSTRIP w DOORS AND FRAMES & FRAME TO EXTERIOR. /282,OR APPROVED PER BARTELL DRUG SPEC. SEE DOOR SCHEDULE WAINSCOT PER (n W W m GWB WALL,BEYOND + ASSIGNBARTELMENT J ASSIGNMENT EXT.PAVING SET PALM P7 TRIM PER BD FINISH DRAWINGS 1/4"BELOW — _I I- u) - - SLIDING GRILLE PER PLAN a SCHEDULE CONC.WALK,WHERE T.O.FLOOR SLAB v N Q W N AND DOOR SCHEDULE i INDICATED, PER CIVIL \ \ FLOOR SLAB I--- w FIXTURE BY OTHERS oo -SLOPE FOR POSITIVE JV1L LJ C 3/4"WIDE FLOOR SOCKET STRUECTURALDDRAWINGSR _ NAGE AWAY FROM BLDG. a !J G In a ° ° FLOOR FINISH, FLOOR FINISH, W �a 20 _ a w AS SCHEDULED AS SCHEDULED r� t A4.5 ' a EXPANSION (n Z W Ell JOINT MATERIAL w" 5 gym till ode 8 LLJ LL .,0 sheet Ur o• J Q SECTION AT PHARMACY R SECTION AT FREEZER S SECTION AT FIRE SPRINKLER ROOM T SECTION AT STOREROOM n H.M. DOOR SILL Q A4.5 Scale 1/2=1 0 Scale: 1/2"=1'-0" Scale: 1/2"=1'-0" Scale: 1;2—1—0" 2� Scale: 3"=1'-0" - HIGH EAVE TRIM 22 GA. PRE FINISH HIGH EAVE TRIM 22 GA. PREFINISHED GABLE TRIM BATTEN PREFINISHED METAL ROOF SEE 1/A4.6 FOR BULK OF NOTES POP RIVET TO SECURE BATTEN PANEL POP RIVET TO SECURE BATTEN 3/16"0/8"CONTINUOUS DOUBLE CLIP& BOTTOM CLOSURE #30 FELT UNDERLAYMENT. - BEAD BUTYL TAPE 20 GA. GALV. STEEL GRID BATTEN STOPS AT ZEE CLOSURE RUN DOWN OVER CONTINUOUS __ PRE-FINSHED GUTTER W/ ROOF SYSTEM PER PLANS CLEAT ------------__ RECEIVER TRIM "- BATTEN STRAPS � _ CONTINUOUS ZEE CLOSURE 4x EDGE CONTINUOUS AT - --- ----__ ANGLE TRIM _ NOTCHED FOR RIB ONLY PERIMETER OF VESTIBULE ROOF JOGGLE CLEAT CONTINUOUS ZEE CLOSURE A i W NOTCHED FOR RIB ONLY VESTIBULE ROOF SYSTEM: {> ; / T �/- #30 FELT UNDERLAYMENL w AEP PREFINISHED OR APPROVED I �� RUN DOWN OVER CONTINUOUS EQUAL) STANDING SEAM METAL I � ! 30 FELT UNDERLAYMENT. , I CLEAT 3/16"x7/8"CONTINUOUS DOUBLE ROOFING OVER30 FELT ON I ,n,'� � RUN DOWN OVER CONTINUOUS >< �� BEAD BUTYL TAPE I i x 22 GA. PREFINISHED EAVE CLEAT NON-SKIN4BIUTYL30 FELT UNDERLAYMENT 1 2"EXTERIOR PLYWOOD ON SEALANT / I -- / �� - TRIM _. BOTTOM OF ROOF STRUCTURE R-40 RIGID INSUL ((2)3" -- x �, � -� FILL ALL GAPS WOOD DECKING PER STRUCTURAL - __, --� _ /�e OF STRUCTURE TO LAYERS POLYISOCYANURATE ON i'` RUN GUTTER TIGHT TO 1/2"PLYWOOD AND 2X T&G _ TOWER AT SOUTH FACE DRAWINGS 1" /. SPLASH BLOCKS BELOW. INSTALLATION NOTES: CONTINUOUS TRIM CLEAT TO__j - o CONTINUOUS TRIM CLEAT TO GLU-LAM BEAMS AND EXPOSED MATCH EAVE TRIM SECURED 1" _ _ METAL STUD FRAMING AT 24"O.C., - ZEE CLOSURE MUST BE CONTINUOUS AND BE NOTCHED FOR MATCH EAVE TRIM SECURED WOOD DECKING TO BE STAINED WITH PANCAKE HEAD AT 12"O.C. ANGLE CUT BEAM END CONTINUOUS TRIM CLEAT WIDTH AS REQUIRED W/5/8"TYPE PANEL RIBS. WITH PANCAKE HEAD AT 12"O.C. AND VARNISHED. L VESTIBULE ROOF SYSTEM: PER SECTION N/A4.3 TO MATCH EAVE TRIM STEEL BEAM OR _. "X"GWB. PROVIDE R-15 BATT - BATTEN MUST STOP AT OUTSIDE FACE OF ZEE CLOSURE AND (EVERYWHERE WHERE EXPOSED TYP. SECURED WITH PANCAKE JOIST PER ,--,\ INSULATION IN VOIDS. 13 NOT PASS THROUGH. ANGLE CUT BEAM END PER TO VIEW. - HEAD AT 12"O.C. STRUCTURAL SECTION N/A4. TYP. ) HIGH EAVE NOTES 2 HIGH EAVE 3 GABLE 4 EAVE WITH GUTTER o .---- SCREWS P U Scale: 3'-1'-0" Scale: 3"-1'-0" Scale: 3'-1'—D" Scale: 3"-1'-0' SELF TAPPING c 2 ROWS SLATS: 16 GA.PAINTED OR PREFIN.MTL w/ 1 12' O.C. VERTICAL BREAKS®TOP&BOT.AND DOWNTURNED TABS 0 EA.END,BOLTED TO STL - "H m FRAMING w/GALV.BOLTS&WASHERS s6 PROVIDING 1/2"GAP BETWEEN SLAT ENDS FRAMING COMPENSATION CHANNEL O 16 GA. SECURE STUDS TO m / SLOTTED COMPENSATION 1. CHANNEL.ATTACH G.W.B. TO STUDS ONLY(NOT v ---- ALLOW FOR 1" _ --� COMPENSATION CHANNEL) Z DEFLECTION y5 SLATS TOTAL WALL TYPE PER PLANS J 04 SEE 4/A4.1 FOR PERIMETER FRAME AND 1 "f Z L N co FLASHING. SEE ROOF PLAN AND STRUCTURAL - -� O m FOR INTERMEDIATE SUPPORTS /J/ '- Q FULL H US EIGHT WALL AT GIRDER TR S SLATS AT SUN SCREEN n o 6 Scale: 1 1/2"=1'-0" I v Scale: Y" 1'—O" C R-t BATTS 0 ^ Q 5/8"TYPE'%'GWB ON 3-5/8° - W MTL STUDS®24"ox.TO 4" .i 5/8"TYPE'X'GWB EA.SIDE OF �/ /1 111 ABOVE SCHEDULED COILING- 3-5/8"MTL.STUDS 0 24"o.c. SEE NOTE 4&5 lL INSUL.EXTENDS FULL HT.,SE .I TO 4"ABOVE SCHEDULED CEIUNG. Q O ~ - O WALL SECTIONS. - j > BRACE TO FLOOR STRUCTURE L LLI ABOVE WHERE WALL EXCEEDS J ^ w 8'-0"UNEAL FEET. LL CMU WALL PER STRUCTURAL J LLI Co 5/8"TYPE'X'GWB SIDE OF LL N 6"MTL.STUDS®24"o.c.TO I FSEE NOTE 4&5 R 15 BATTS - UNDERSIDE OF ROOF DECKING - 1/2"COX PLYWOOD WAINSCOT - - - O ABOVE.SEE DETAIL i6& 17/A2.3 Q \ M TO+8'-0'A.F.F.(STOCKROOM 7 FOR TOP OF WALL TERMINATION.. Co Co 04 SIDE)ON 3-5/8"MTL STUDS Z W W 0 24"O.C.TO 8' 0"-O INSUL.EXTENDS FULL HT.,SEE WALL SECTIONS ONE HOUR RATED WAI I & I IN CMU WALL PER STRUCTURAL 'X'GWB EA.SIDE OF rSEE NOTE 4&5 W N 3 5/B"MTL.STUDS ® 16"o.c. - N 14'-0". (UL U419 OR APPROVED O m EQUAL)NOTE: ALL PENETRATIONS THROUGH ONE HOUR WALL TO BE r- Q za FIRE CAULKED. W U N 5/8"TYPE'X'GWB EA.SIDE OF 3-5/8"MTL.STUDS.®24"ox. SEE NOTE 4&5 TO UNDERSIDE OF SCHEDULED N N CEILING.BRACE TO FLOOR 5/8"TYPE'X'GWB EA.SIDE OF (n N STRUCTURE ABOVE WHERE WALL 6"x 18 GA.MTL.STUDS® 16" SEE NOTE 4&5 EXCEEDS 8'-0"LINEAL FEET. - O.C.TO UNDERSIDE OF ROOF DECKING ABOVE. PROVIDE WR J Q 3 O GWB AT WET w Q � U 5/8"TYPE'X'GWB ON 1 1/2" 4 MTL.STUDS"Z"FURRING® W W rn 16"o.c.EACH SIDE.RUN FULL (/) J O HEIGHT AT VESTIBULE SIDE AND 4 13'-0"AT SALES SIDE 1. WALL TYPES MAY NOT ADDRESS EVERY SITUATION.WALL SECTIONS ALSO Q W N DEPICT DESIGN INTENT. SEE BDC SPECIFICATION FOR ADDITIONAL 1_ _ wF CMU WALL PER STRUCTURAL INFORMATION. W D ❑ 2. NOTIFY ARCHITECT IF DISCREPANCY FOUND. 3. EXTERIOR WALL FURRING TO UTILIZE HOLD OFF CLIPS SO MAIN WALL to STUDS ARE NOT IN CONTACT WITH EXTERIOR CMU WALLS FOR THERMAL PERFORMANCE. w 4. PROVIDE R-15 BATT INSULATION IN ALL WALLS SEPARATING STOCKROOM (n W ❑ FROM CONDITIONED SPACE. PROVIDE SOUND INSULATION IN RESTROOM, ❑ v! OFFICE,COUNSEL ROOM,CARE CLINIC,AND PHARMACY WALLS. Li5. SEE 6/A4.5 FOR WALL BRACING OPTIONS FOR UNSUPPORTED WALL OVER O Z J 8'-0"LINEAL FEET. 5/8°TYPE'%'GWB EA.SIDE OF W 3-5/8"MTL STUDS®i6"O.C. SEE NOTE 4&5 6. PROVIDE WR GWB AT WET WALLS IN LIEU OF TYPE"X GWB. Z m TO ROOF DECKING ABOVE.SEE 7. SEE 18&19/A2.3 FOR TOP OF WALL DETAILS. J Q DETAIL 16& 17/A2.3 FOR TOP 5 OF WALL TERMINATION.SEE J sheet STRUCTURAL DRAWINGS WHERE - - WALL TYPE 5 HAS PLYWOOD DECK W AT CEILING OF ROOM ATTACHED. (, 9 WALL TYPES 0=WALL TYPE cn A4.B Scale: N.T.S. New Building For BARTELL DRUGS - ARLINGTON By Real Property Investors LLC Arlington, WA 98223 a F a a a REINFORCING STEEL DRAWING PLANS FOR THE ENGINEER'S AND OWNER'S PERMANENT RECORD. SPECIAL INSPECTIONS ^ USE DEFORMED CONCRETE REINFORCING STEEL CONFORMING WITH ASTM INSPECTIONS ARE TO BE PER THE CODE INDICATED ABOVE AND ARE TO BE BY AN INDEPENDENT ABBREVIATIONS g GENERAL NOTE A 15,GRADE 60(fy=60,000 PSI).LAP CONTINUOUS REINFORCING BARS PER STEEL ROOF DECK TESTING LAB APPROVED PRIOR TO STARTING CONSTRUCTION BY THE BUILDING DEPT.AND THE ARCH. ARCHITECT SCHEDULE,2'-0"MIN.UNLESS NOTED OTHERWISE.PROVIDE CORNER BARS(2'-0"MIN.BEND)FOR ALL VERCO HSB-36 OR PLB-36-1-1/2°HIGH X 36"WIDE GALVANIZED STEEL ROOF DECK.CONFORM WITH ARCHITECT.INSPECT ALL SHOP WELDING UNLESS THE SHOP IS CERTIFIED BY THE LOCAL BUILDING BAL. BALANCE a .� THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE-ASTM'S NOTED ARE TO BE LATEST HORIZONTAL REINFORCEMENT.DETAIL STEEL IN ACCORDANCE WITH"ACI MANUAL OF STANDARD ASTM A 653,SS,GRADE 50,WITH MINIMUM YIELD STRENGTH Fy=35,000 Psi WITH G60 GALVANIZED DEPARTMENT. B.OR BOT. BOTTOM EDITION. PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES".WELDED WIRE FABRIC(W WF)TO COATING.MATERIALS AND INSTALLATION SHALL ALSO CONFORM WITH ICC REPORT ESR-1735P.SEE FOUNDATION: SOILS ENGINEER TO INSPECT FOOTING EXCAVATIONS AND PROVIDE BNYN. BETWEEN CONFORM WITH ASTM A 185.REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS EXCEPT COMPACTION TESTS AS NOTED ABOVE. BLDG. BUILDING PLAN FOR DECK GAGE AND CONNECTIONS.SEE ARCH.FOR PRIME PAINT REQUIREMENTS.MINIMUM BRG. BEARING 1.DESCRIPTION STIRRUPS AND TIES SHALL HAVE 135 DEGREE ACI SEISMIC HOOKS. EFFECTIVE FUSION AREA OF PUDDLE WELDS MUST BE 3W BY 1"OR 5/8"DIAMETER.SEAM WELDS CONCRETE: TAKE CONCRETE CYLINDERS AS REQUIRED,VERIFY SLUMP AND C.I.P. CAST IN PLACE m STRENGTH.SPECIAL INSPECTION IS REQUIRED DURING THE TAKING OF Building Name&Site Location-Bartell Drugs-Arlington,WA COVER R REINFORCEMENT. MUST BE A MINIMUM OF IDE O COMPLY WITH AWS N R USE C CONCRETE CONTAINING C.J. CONSTRUCTION JOINT NONPRESTRESSED CAST-IN-PLACE CONCRETE (INCHES) ADMIXTURES OF CHLORIDE OR CHLORIDE SALTS ON ROOF DECK.USE VERCO SHEARTRANZ WHERE TEST SPECIMENS AND PLACING OF ALL REINFORCED CONCRETE. CL CENTERLINE p1 2.DESIGN CODE AND STANDARDS CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH.............::.............................3 REINFORCING: VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH THESE INDICATED ON PLAN.OTHER ROOF DECKS AND ATTACHMENT PATTERNS MAY BE CONSIDERED CUR. CLEAR m Applicable Code(Edition/Name)-2015 International Building Code(IBC) FORMED SURFACES PROVIDED THEY HAVE AN EQUIVALENT DIAPHRAGM STRENGTH AND STIFFNESS AND GRAVITY LOAD DRAWINGS.CHECK FOR REQUIRED COVER,SIZE,SPACING,LAP AND CMU CONCRETE MASONRY UNIT Other documents referenced by these notes shall be the specific edition referenced by Me building code EXPOSED TO EARTH OR WEATHER...............46 AND LARGER...................................2 CAPACITY. GRADE.SPECIAL INSPECTION IS REQUIRED DURING THE PLACING OF COL. COLUMN c°c 3 7.� Specified above,or if not specified,shall be the latest edition. #5 AND SMALLER............................1 1/2 REINFORCING STEEL. CONIC. CONCRETE o < o Code supplement&Date-ASCE 7-10 NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND LIGHT GAGE STEEL FRAMING C.S.J. CLOSURE STRIP JOINT SLABS,WALLS,JOISTS...................................14 AND LARGER..................................1-1/2 WELDING: SPECIAL INSPECTION IS REQUIRED DURING ALL STRUCTURAL WELDING D.F. DOUGLAS FIR a_n�aa #11 AND SMALLER............... ..3/4 STUDS AND TRACKS CONFORM WITH ASTM C 955.MATERIAL CONFORM WITH ASTM A 653,GRADE 33 INSPECT ALL FIELD WELDING-VERIFY CERTIFICATION OF WELDERS. EA. EACH $. 3.DESIGN LOADS """""' FOR 18 GAGE AND LIGHTER,GRADE 50 FOR 16 GAGE AND HEAVIER.GALVANIZED PER G60.SIZES AS - a.Roof Live Load See snow load. CONTRACTOR SHALL PAY FOR REWELDING AND NOTIFY STRUT ALL EA.FEND EACH END SHOULD THE REINFORCING SUPPLIER AND/OR DETAILER CHOOSE TO USE SOFT METRIC,EACH AND NOTED ON DRAWINGS. WELDS NOT MEETING SPECS.INSPECTOR SHALL NOTIFY STRUCTURAL E.F. EACH FACE t, b.Snow Load Basic ground snow load-Pf=50 psf E.J. EXPANSION JOINT EVERY REBAR CALLOUT MUST BE INDICATED WITH BOTH SIZES WITH THE IMPERIAL SIZE FIRST ENGINEER OF WELDS NOT MEETING SPECS. / \ b Thermal factor-ct=1.o GLU-LAMINATED WOOD MEMBERS Importance factor-Is=1.0 THUS:'#*#13"NO EXCEPTIONS.A CONVERSION TABLE ALONE IS UNACCEPTABLE.WE WILL CHECK CONC.EXPANSION EL.ORO ELEV. ELEVATION Snow exposure factor =1.0 THE SHOP DRAWINGS TO THE IMPERIAL SIZES ONLY.IT WILL BE THE RESPONSIBILITY OF THE GLU-LAMINATED WOOD BEAMS,COAST REGION DOUGLAS FIR CONFORMING WITH ANSIIAITC A190.1-07 &MASONRY ANCHORS E.N.W.OR ENW ENGINEERS NORTHWEST �1( � c.Seismic Risk Category II REINFORCING SUPPLIER AND THE GENERAL CONTRACTOR TO VERIFY THAT ALL CONVERSIONS TO AND AITC 117-10 OF APA-EWS Y117.USE COMBINATION EWS 24F-V4(DF/DF)Fb=2400,Fvx=190 PSI &DRILLED-IN DOWELS:COPY OF ICC REPORT FOE ANCHORS OR ADHESIVE SYSTEM USED EQ. EQUAL ?� E.S. EACH SIDE t.`Hy,�, spa stir METRIC SUPPLY AT LEAST THE SAME AREA OF STEEL AS THE IMPERIAL. FOR SIMPLE SPAN BEAMS AND COMBINATION EWS 24F-V8(DF/DF)Fb-2400,Fvx=190 PSI FOR MUST BE AVAILABLE AT JOB SITE.VERIFY ANCHORS OR ADHESIVE o 55=1.164,S1=0.437,le=1.0,Site Class°C°antl E.W. EACH WAY CANTILEVERED BEAMS.BOTTOM LAM TO BE FREE OF UNSOUND KNOTS LARGER THAN 1Y1' SYSTEM INSTALLATION IN ACCORDANCE WITH REPORT. .�- Seismic Design Category="D" DIAMETER.MATERIAL MUST BE OBTAINED FROM AN APPROVED FABRICATOR.ALL GLU-LAM BEAMS F.O. FACE OF SDS=0.776,Sol=0.397 REINFORCING STEEL WELDING F.O.c. FACE OF CONCRETE Equivalent Lateral Force procedure used. USE ASTM A 706 GRADE 60(fy=60000 PSI)FOR ANY REINFORCING THAT IS TO BE WELDED.FOLLOW SHALL FIT SNUG AND TIGHT IN THEIR CONNECTIONS AND DEVELOP FULL BEARING AS INDICATED. STEEL: IN ACCORDANCE WITH TABLE 1704.3 OF IBC AND REFERENCED STANDARDS. F.O.S. FACE OF STUD Mach&Retrigere[ion unit)loads will be pidretl up at the point ofthe units PROCEDURES OF ANSI/AWS D7.4,"STRUCTURAL WELDING CODE-REINFORCING STEEL".USE E BOXX PROVIDE AITC OR APA-EWS STAMP ON EACH MEMBER AND SUBMIT AITC OR APA-EWS CERTIFICATE. CONTINUOUS INSPECTION: F.O.W. FACE OF WALL and transferred into the lateral system. LOW HYDROGEN ELECTRODES CONFORMING TO ANSI/AWS A5.1 OR A5.5.DO NOT WELD ADHESIVE TO BE"WET USE'.INDUSTRIAL APPEARANCE GRADE. SLIP-CRITICAL PA HIGH STRENGTH BOLTED CONNECTIONS. FTC. FOOTING Sprinkler lines will be braced to top of girders or top of steel truss,by the sprinkler REINFORCING IF TEMPERATURE IS BELOW 32 DEGREES FAHRENHEIT.MAINTAIN A MINIMUM PREHEAT COMPLETE AND PARTIAL PENETRATION GROOVE WELDS.NON-DESTRUCTIVE H.D GAGE contractor. AND INTERPASS TEMPERATURE OF 50 DEGREES FAHRENHEIT FOR NO.7 THROUGH NO.11 BARS.DO TIMBER TESTING IS REQUIRED FOR ALL COMPLETE PENETRATION WELDS-SHOP H.D.G. HOT DIP GALVANIZED d.Wind Load Risk Category 11 NOT WELD NO.14 AND NO.18 BARS.DO NOT WELD WITHIN 3-INCHES OF BENDS.LET BARS COOL GRADES&STRESSES SHALL CONFORM WITH LATEST EDITION OF"WESTERN LUMBER GRADING AND FIELD. G.L.B. GLU-LAM BEAM Basic wind speed(3 sec.gust)VULT=110(mph),VASD=85 mph NATURALLY TO AMBIENT TEMPERATURE AFTER WELDING;DO NOT QUENCH.USE WABO CERTIFIED RULES",W WPA OR"STANDARD NO.17 GRADING RULES FOR WEST COAST LUMBER",WCLIB.ALL MULTIPASS FILLET WELDS. G.W.B. GYPSUM WALL BOARD Exposure B WELDERS.PROVIDE SPECIAL INSPECTION PER CODE.SUBMIT MILL CERTIFICATES. LUMBER S4S AND S-DRY UNLESS NOTED OTHERWISE. SINGLE-PASS FILLET WELDS GREATER THAN 5/1&INCH. H.OR HORIZ. HORIZONTAL UNLESS NOTED OTHERWISE,USE THE FOLLOWING: WELDING OF REINFORCING IN INTERMEDIATE AND SPECIAL MOMENT H.F. HEM-FIR Importance factor Iw=1.0. H.S.S. HOLLOW STRUCTURAL SECTION 4X PLATES,BLOCKING&LEDGERS D.F.#2 FRAMES,BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE e.Dead loads weight of structure. CONCRETE AND MASONRY ANCHORS(BOLTS,THREADED I.B.C. INTERNATIONAL BUILDING CODE RODS AND REBAR DOWELS) LUMBER NOT NOTED TO BE D.F.#2 OR BETTER SHEAR WALLS AND SHEAR REINFORCEMENT. I.C.C. INT'L.CODE COUNCIL OSHA STANDARDS DRILLED IN EXPANSION ANCHORS: EACH PIECE SHALL BEAR A VALID GRADE STAMP THAT WITH N BE REMOVED.SOLI HEADS AND PERIODIC HIGH-STRENGTH INSIDE FACE I.F. O v THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA CONCRETE HILTI KWIK BOLT TZ PER ESR-1917 NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS.ALL WOOD O VERIFY HIGH-STRENGTH BOLTSTANDARDS. IDENTIFICATION MARKINGS CONFORM IC INC. INCLUDING J STANDARDS.THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY CMU HILT[KWIK BOLT 3 PER ESR-1385 CONTACT WITH CONCRETE OR MASONRY SHALL TI PRESSURE TREATED.ALL NAILS 70 BE COMMON �,U' SPECIFIED ASTM STANDARDS.REVIEW OF MANUFACTURER'S CERTIFICATE I.F. INSIDE FACE J NONCOMPLIANCE WITH OSHA STANDARDS,TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S ADHESIVE ANCHORS: NAILS,UNLESS INDICATED OTHERWISE.NO SUBSTITUTION OF OTHER SPECIES FOR DOUGLAS FIR :� IN COMPLIANCE.CE. K KIP G W POUNDS) MEANS AND METHODS.THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE CONCRETE HILTI HIR-RE500-SD PER ESR-2322 ALLOWED. INSTALLATION IL ET WE BEARING-TYPE BOLTED CONNECTIONS. L.W. LONG WAY /^ SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION.THE GENERAL CMU HILTI HY 150 MAX PER ESR-1967 r SINGLE-PASS FILLET WELDS WELDS. INCH OR LESS. L.L.H. LONG LEG HORIZONTAL v CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON MASONRY HILTI HIT-HY 70 PER ESR-3342 ALL FASTENERS,CONNECTORS,AND ANCHORS IN CONTACT WITH PRESSURE TREATED WOOD fv' FOLD-FOLOOR D ROOF DECK WELDS. L.L.V. LONG LEG VERTICAL Z L THIS PROJECT. CAST IN PLACE ANCHORS: SHALL BE STAINLESS STEEL,ZMAX(G185 HDG PER ASTM A653),HOT-DIP GALVANIZED j/� ` COLD-FORMED STEEL FRAME WELDING. MANUF. MANUFACTURER - CONCRETE EMBED PER IBC TABLE 1908.2 (HDG)PER ASTM A123 FOR CONNECTORS AND ASTM A153 FOR FASTENERS,OR MECHANICALLY WELDING OF STAIRS AND RAILINGS. N.F. NEAR FACE O CMU EMBED 7 BOLT DIAMETERS.PROVIDE%INCH OF GROUT BETWEEN BOLT& GALVANIZED FASTENERS PER ASTM B695,CLASS 55 OR GREATER. WELDING OF STUDS. N.T.S. NOT TO SCALEJ ♦+ FOUNDATION CMU. VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM O0 ON CENTER '^ THE FOUNDATION WAS DESIGNED WITH AN ALLOWABLE SOIL BEARING CAPACITY OF 2500 PSF,IN SCREW ANCHORS: PROVIDE MIN.NAILING PER IBC TABLE 2304.9.1 UNLESS NOTED OTHERWISE.ALL HANGERS,TIES AND A-706. O.F. OUTSIDE FACE /�/ V, ACCORDANCE WITH SOILS REPORT 2015-177 DATED DECEMBER 18,2015 PREPARED BY THE RILEY CONCRETE HILTI KWIK HUS-EZ(KH-EZ)AND HUS-EZ I(KH-FZ I)PER ESR-W27 CONNECTORS ARE SIMPSON.OTHER MANUFACTURERS WITH ICGES APPROVED LOAD CAPACITIES WELDING OF REINFORCING STEEL OTHER THAN THAT REQUIRING O.S. OUTSIDE LI- A\ GROUP,INC.THE SITE SHALL BE PREPARED PER SOILS ENGINEER RECOMMENDATIONS.ALL CMU HILTI KWIK HUS-EZ EQUAL TO OR GREATER THAN THAT SPECIFIED MAY BE USED.NAIL ALL HOLES WITH NAILS AS CONTINUOUS INSPECTION. O.T.O.T. OUT ESE / FOOTINGS AND SLABS SHALL BEAR SOLELY ON MATERIAL PREPARED PER SOILS REPORT.ALL (KH-EZ)PER ESR-3O56 SPECIFIED BY MANUFACTURER.CUT NO HOLES IN ANY STRUCTURAL FRAMING WITHOUT ENGINEERS STEEL JOINTS AND CONNECTIONS FOR COMPLIANCE WITH PLANS. P.P.T. PRESERVATIVE ENGINEERED FILL AND BACKFILL TO BE COMPACTED PER SOILS ENGINEER RECOMMENDATIONS.THE APPROVAL,EXCEPT THAT 1-INCH DIAMETER HOLES MAY BE DRILLED IN 2X STUDS AND PLATES-NO WELDHEAD STUDS: VERIFY THAT STUDS ARE PROPERLY INSTALLED BOTH IN FIELD AND ON PRESSURE TREATED MAXIMUM DENSITY SHALL BE DETERMINED BY SOILS ENGINEER.ALL EXTERIOR FOOTINGS TO BE ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS AT TIME OF MORE THAN ONE HOLE EVERY 6-INCHES. SHOP FABRICATIONS.INSPECTION SHALL INCLUDE BENDING A MINIMUM OF RL PLATE 1 - FOUNDED 18"MIN.BELOW FINAL GRADE.A COEFFICIENT OF FRICTION OF 0.30 BELOW FOOTINGS AND INSTALLATION PER ACI 318-11 SECTION D.2.2.INSTALLATION OF ADHESIVE ANCHORS HORIZONTALLY OR TWO STUDS AT EACH SET UP IN ACCORDANCE WITH TRW NELSON'S REM. REINFORCING '^ UPWARDLY INCLINED TO SUPPORT TENSION LOADS SHALL BE PERFORMED BY CERTIFIED PERSONNEL IN REM. REMAINDER V' PASSIVE EARTH PRESSURE OF 250 PCF.FOR CANTILEVERED RETAINING WALLS WITH LEVEL BACK SPRINKLER SUPPORT NOTES RECOMMENTDATIONS. R.O. ROUGH OPENING _I FILL USE AN ACTIVE PRESSURE OF 35 PCF(USE NON-EXPANSIVE GRANULAR BACK FILL PER SOILS CONFORMANCE TO ACI 318-11 SECTION D.9.2.2. r n ^ T.THE FOLLOWING CRITERIA IS A MINIMUM LEVEL REQUIRED.THE FIRE SECT. SECTIONS v REPORT)AND A 250 PSF SURCHARGE WHERE TRUCK TRAFFIC CAN OCCUR.SEE ARCH,AND SOILS SIM. SIMILAR REPORT FOR SLAB ON GRADE UNDERLAYMENT.ALL EXTERIOR SIDEWALK AND INTERIOR SLABS FOLLOW INSTALLATION PROCEDURES OF ESR REPORT AND MANUFACTURER'S INSTRUCTIONS.PROVIDE DISCRETION. TIOND REFER O DR W DRAWINGS MAY SET FORTH MORE STRINGENT REQUIREMENTS AT THEIR NOTE CT MECHANICAL AND ELECTRICAL TRADES S.J. SHRINKAGE JOINT L SHALL BEAR ON SOILS PREPARED PER AND APPROVED BY SOILS ENGINEER. SPECIAL INSPECTION R NOTED AND/OR REQUIRED BY ESR REPORT.SUBSTITUTIONS ARE NOT ALLOWED DISCRETION.REFER TI DRAWINGS FOR THE MAXIMUM LOAD THAT THE ROOF TRUSSES CAN CONTRACTOR SHALL SUBMIT PLANS SHOWING LOCATION,LOAD AND ANCHORAGE OF ALL HANGERS S7L. STEEL D UNLESS WRITTEN APPROVAL BY ENW IS RECEIVED.SUBSTITUTIONS MUST BE SUBMITTED TO ENW FOR SUPPORT WITH A PARTICULAR TYPE OF HANGER. SUPPORTING ANY MECHANICAL,ELECTRICAL,PLUMBING OR SPRINKLER LOADS IN EXCESS OF 50 S.W. SHEARWALL REVIEW PRIOR TO CONSTRUCTION.PROVIDE STAINLESS STEEL OR GALVANIZED ANCHORS FOR EXTERIOR 2a.ALL SPRINKLER PIPE LARGER THAN 3°NOMINAL DIAMETER IS TO BE CONSIDERED A"MAIN"FOR POUNDS.ANY ROOF MOUNTED EQUIPMENT SHALL BE INCLUDED IN THESE PLANS AND SHALL SHOW CONCRETE APPLICATIONS AS REQUIRED.ANCHORS RATED FOR DRY INTERIOR CONDITIONS MAY NOT BE USED FOR THE PURPOSE OF THESE NOTES. LOADS AND LOCATIONS.THESE SHALL BE SUBMITTED TO ENGINEERS NORTHWEST FOR APPROVAL SVMM. SYMMETRICAL P-3000 PSI @ 28 DAYS 5-112 SACKS MINIMUM CEMENT PER CUBIC YARD FOR ALL CONCRETE. EXTERIOR APPLICATIONS PER ESR REPORT. b THE BIDS FOR BOTH THE SPRINKLER&JOISTS ARE TO INCLUDE ALL HANGERS,BRACES,ETC.,AND PRIOR TO INSTALLATION OF ANY OF THIS EQUIPMENT.ALL DETAILS OF CONNECTIONS TO THE T. TOP Q O USE TYPE I CEMENT.FOR SPECIAL CONDITIONS ANOTHER TYPE MAY BE REQUIRED.SUBMIT FOR N T.O. TOP OF ACCOUNT FOR THE LOADS INDICATED.FIRE PROTECTION DESIGNER IS RESPONSIBLE FOR STRUCTURE FOR EQUIPMENT SHALL BE BY THE SUPPLIER OF THAT EQUIPMENT.IF THE BUILDING T.O.B. TOP OF BEAM i L N _ APPROVAL.ULTIMATE STRENGTH DESIGN METHOD USED.MIXING AND PLACING OF ALL CONCRETE STRUCTURAL STEEL COORDINATING THEIR DESIGN WITH THE TYPE OF SUPPORTING MEMBERS TO BE USED FOR DEPARTMENT REQUIRES A SUBMITTAL REGARDING THE DESIGN OF THESE DETAILS,IT WILL BE THE T.O.F. TOP OF FOOTING ^ 00 00 AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE ACI CODE 318.PROPORTIONING ALL WORK IN ACCORDANCE WITH'AISC SPECIFICATION FOR STRUCTURAL STEEL SUPPORT OF THEIR LINES(I.E.OWJ,TRUSS-PURLINS,GIRDERS,ETC.) RESPONSIBILITY OF THE EQUIPMENT SUPPLIER TO PROVIDE THIS SUBMITTAL. T.O.S. TOP OF STEEL L.L li OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WITH 4" BUILDINGS(AISC 360-10),AND THE'CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND 3a. ALL MAINS RUNNING PERPENDICULAR TO THE JOISTS ARE TO BE VERTICALLY SUPPORTED TOP OF SLAB MAXIMUM SLUMP(UNLESS SUPERPLASTICIZERS AND/OR WATER REDUCING AGENTS ARE USED) BRIDGES"AUGUST 25,2010.STRUCTURAL STEEL SHALL CONFORM 7O THE FOLLOWING STANDARDS: NO FARTHER APART THAN AT EVERY OTHER JOIST. SPECIAL CONDITIONS SIM. SIMILAR PLACES 0) J j WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER.FOR WIDE FLANGE SHAPES ASTM A 992 (Fy=50,000 PSI) a. EACH JOIST THAT IS CROSSED BY A MAIN IS TO BE DESIGNED FOR THE VERTICAL SUPPORT LOAD CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE T.O.W. TOP OF WALL C_ W CC ADMIXTURES,SEE SPECIFICATIONS.MAXIMUM WATER/CEMENT RATIO=0.49.PROVIDE 3/4"CHAMFER OTHER SHAPES&PLATES ASTM A 36 (Fy=36,000 PSI) BASED ON SUPPORTS AT EVERY OTHER JOIST. TYR TYPICAL AT ALL ^ AT ALL EXPOSED EDGES,UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS.WATER TUBE SHAPES ASTM A 500,GRADE B (Fy--46,000 PSI) 4.ALL MAINS RUNNING PARALLEL TO THE JOISTS MUST BE: SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION.CONTRACTOR UUNLESS NOTED OTHERWISE CURING SHALL BE USED.AIR ENTRAIN ALL HORIZONTAL CONCRETE EXPOSED TO WEATHER WITH 3% PIPE SHAPES ASTM A 53,TYPE E OR S,GRADE B (Fy=35,000 PSI SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. = W C TO 6%AIR BY VOLUME.LIMIT WATER CEMENT RATIO TO 0.45 AND USE TYPE V CEMENT WHERE ) a. PLACED MID-WAY BETWEEN TWO JOISTS&BE TRAPEZED SO EACH JOIST SUPPORTS V.N.O..E.F. VERTICAL EACH FACE m Q WELDHEAD STUDS ASTM A 108 (Fy=50,000 PSI) HALF THE LOAD. V. VERTICAL �.. SOILS"WATER SOLUBLE SULFATE"EXCEEDS 0.20 PERCENT BY WT.ADD NO WATER TO CONCRETE AT ANCHOR BOLTS ASTM F 1554,GRADE 36 (Fy=36,000 PSI) b. SUPPORTED AT 10'-0"O/C MAXIMUM. SHOP DRAWINGS V.F.F. VERTICAL FAR FACE SITE.IF INCREASED WORKABILITY IS REQUIRED,CONTRACTOR IS TO SUBMIT A MIX DESIGN THAT HIGH STRENGTH BOLTS ASTM A 325 SUBMIT 4 SETS OF PRINTS(U.N.O.BY ARCHITECT)OR ELECTRONIC PDF FILES,OF SHOP DRAWINGS V., VERIFY WILL ALLOW THE ADDITION OF A FIXED AMOUNT WATER REDUCING AGENT OR A FIXED AMOUNT OF 5.USE THE FOLLOWING WEIGHTS FOR SPRINKLER VERTICAL SUPPORT DESIGN: ^ .L BASE PLATE GROUT ASTM C 1107 PIPE WT.PER TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED&STAMPED FOR COMPLIANCE AND V.LF. VERTICAL INSIDE FACE SUPER-PLASTICIZER AT THE CONCRETE PLANT.DO NOT USE FLY ASH OR OTHER,NON-PORTLAND SIZEFOOT VERTICAL JOIST LOAD EXAMPLE: PRIOR TO FABRICATION FOR:STRUCTURAL STEEL,MISCELLANEOUS STEEL,REINFORCING STEEL, V.N.F. VERTICAL NEAR FACE M M CEMENT,CEMENTUOUS MATERIALS IN CONCRETE FOR THIS PROJECT.ACI 306R IS TO BE FOLLOWED BOLTS: ALL STRUCTURAL STEEL BOLTED CONNECTIONS ARE ASTM A 325 TYPE N CONNECTIONS 8" 51# GIVEN:8"DIAMETER MAIN TRUSSES Q 5'O/C JOISTS,JOIST GIRDERS AND GLU-LAMS."SHOP DRAWINGS ARE AN ERECTION AID,AND STRUCTURAL V.O.F. VERTICAL OUTSIDE FACE Z W W Q FOR COLD WEATHER CONCRETING.ACI 305R IS TO BE FOLLOWED FOR HOT WEATHER CONCRETING. -BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE.CONNECTIONS ARE NON-SLIP DRAWINGS SHALL TAKE PRECEDENT OVER THE SHOP DRAWINGS._°. w/ WITH THE TESTING LAB MUST APPROVE THE CONTRACTORS METHOD OF COMPLIANCE AND CERTIFY THEIR 6" 32# FIND:JOIST DESIGN LOAD W.H.S. WITHOUT 1f1 CRITICAL AND BOLTS NEED TO BE TIGHTENED"SNUG TIGHT ONLY,UNLESS OTHERWISE 5" 24# SOLN:51#IFT X 10'=510# W. WELD HEAD STUD N Q N APPROVAL WITH EACH CONCRETE TEST CYLINDER THEY CAST.TESTING LAB TO NOTIFY THE NOTED.PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED HOLES.INSTALL 4" 17# ADDN'L PER NFPA#13=250# @ AT CENTER LINE PLATE W N ARCHITECT IMMEDIATELY BY OF ANY NONCOMPLIANCE. A 325 BOLTS IN ACCORDANCE WITH"SPECIFICATION FOR STRUCTURAL JOINTS USING 3-1/2" 14# 760#/HGR N ASTM A 325 OR A 490 BOLTS°.(12/31/09) ALL HANGERS TO BE DESIGNED,SUPPLIED&INSTALLED BY THE SPRINKLER SUPPLIER. - N MASONRY WELDS: ALL WELDING 7O CONFORM WITH AWS D1.1"STRUCTURAL WELDING ODE-STEEL",WELDS 6.SPRINKLER LATERAL SWAY BRACING,FOR SEISMIC DESIGN CATEGORY C,D,E,F(AT 90 DEGREES N PIREINFORCED MASONRY SHALL BE IN CONFORMANCE WITH SPECIFICATION FOR MASONRY NOT SPECIFIED SHALL BE IW CONTINUOUS FILLET MINIMUM.ALL WELDS BY WABO CERTIFIED TO 2-1/2"NOM.DIA.&LARGER PIPE)TO BE: STRUCTURES(ACI 530.1-13)AND BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES(ACI WELDERS.USE LOW HYDROGEN FILLER METAL WITH A MINIMUM TENSILE STRENGTH OF 70 KSI.ALL a. SPACED A MAXIMUM OF 40 FT.OR AS ALLOWED BY N.F.P.A#13. - Q `O 530-13).HOLLOW CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT(5W50)GRADE"N"IN WELDED JOINTS SHALL BE AWS PREQUALIFIED.WELDHEAD STUDS(WHS)ARE TO BE MACHINE b. BRACED FROM THE MAIN TO A ROOF STRUCTURAL MEMBER WITH CONNECTIONS DESIGNED& O El ACCORDANCE WITH ASTM C.90.MASONRY STRESSES USED IN DESIGN(F-M=2D00 PSI)WERE FOR WELDED WITH PROPER EQUIPMENT AS REQUIRED BY MANUFACTURER.COORDINATE WORK WITH INSTALLED BY THE SPRINKLER SUPPLIER N INSPECTED CONSTRUCTION.MASONRY UNIT COMPRESSIVE STRENGTH TO BE 2800 PSI MINIMUM ON JOIST MANUFACTURER.SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED.ALL STEEL ERECTION, c.DESIGNED FOR A LATERAL LOAD OF THE WEIGHT PER FOOT OF WATER FILLED PIPE TIMES THE 0 NET AREA.ALL MASONRY TO BE ERECTED IN ACCORDANCE WITH CODE INDICATED ABOVE.ALL INCLUDING OPEN WEB JOISTS AND MEDAL DECK SHALL BE IN ACCORDANCE WITH THE CURRENT SWAY BRACE SPACING,PLUS THE WEIGHT OF TRIBUTARY BRANCH LINE WATER FILLED PIPE. frfn1 N MASONRY TO BE RUNNING BOND LAY-UP. OSHA STEEL ERECTION STANDARD. d. CROSS MAIN BRACING MUST BE ADEQUATELY FASTENED TO THE MAIN FRAME BEAMS. UJ N N MORTAR 7.THE SPRINKLER DESIGNER IS TO PROVIDE THE CONTRACTOR,ARCHITECT,ENW&THE ROOF f�ff11 1.MORTAR SHALL BE TYPE"S"PER ASTM C-270.MASONRY CEMENT AND MORTAR CEMENT ARE NOT DO NOT PLACE ANY CONSTRUCTION LOADS ON MEMBERS UNTIL THEIR CONNECTIONS ARE SUPPLIER WITH LOCATIONS AND DETAILS OF HANGER AND SWAY BRACE ATTACHMENTS WITH THEIR YJ m a,1 TO BE USED ON THIS PROJECT. COMPLETE.ALL STEEL EXPOSED TO THE ELEMENTS SHALL BE HOT-DIPPED GALVANIZED. DESIGN LOADS,SO THESE LOADS CAN BE DESIGNED INTO THE JOISTS,ETC. - Q 2.SUBMIT A MORTAR MIX PER EITHER TABLE 1 OR TABLE 2 OF ASTM G270.MIXES SUBMITTED PER MEMBERS DESIGNATED"POSTS"ARE NOT DESIGNED TO CARRY THE OSHA 300 POUND ECCENTRIC 8.THE SPRINKLER CONTRACTOR/DESIGNER SHALL SUBMIT: 3 F TABLE 1 MUST INCLUDE THE VOLUME PROPORTIONS FOR VARIFICATION.MIXES SUBMITTED PER LOAD. a. PLAN WITH LOCATIONS AND LOADS OF ALL HANGERS. TABLE 2 MUST INCLUDE THE VOLUME PORTIONS ALONG WITH A MINIMUM OF 6 RECENT STRENGTH b. DETAILS AND CAPACITIES OF ALL HANGERS USED. V Li TESTS OF LAB MIXED MORTAR. STEEL JOIST&JOIST GIRDERS 3.THE MORTAR SUPPLIER IS TO CERTIFY IN WRITING THAT THE PRE BLENDED MIX DESIGN AND FABRICATE IN ACCORDANCE WITH"STANDARD SPECIFICATIONS FOR OPEN WEB STEEL LL W SUPPLIED TO THE SITE EXACTLY MEETS THE PROPORTIONS OF THE MIX ACCEPTED BY ENW FOR THIS,JOIST,K SERIES",STANDARD SPECIFICATIONS FOR LONGSPAN STEEL JOISTS,LH-SERIES,AND DEEP PROJECT.THIS CERTIFICATION MUST ACCOMPANY EACH MORTAR DELIVERY TO THE SITE AND IS TO LONGSPAN STEEL JOISTS,DLH SERIES'.'STANDARD SPECIFICATIONS FOR JOIST Rt'Cl?IV84j IiI W UI BE GIVEN TO THE TESTING LAB REPRESENTATIVE FOR THIS PROJECT. GIRDERS",AND'RECOMMENDED CODE OF STANDARD PRACTICE FOR STEEL JOISTS AND JOIST - JUL ®i e0i7 J 4.MORTAR SHALL BE DELIVERED PREBLENDED TO THE SITE.SITE BLENDING IS ALLOWED ONLY WITH GIRDERS",STEEL JOIST INSTITUTE(SJI).PROVIDE BRIDGING AND CAMBER AS REQUIRED BY J F 0 PERIODIC INSPECTION BY THE TESTING LAB.MEASURING BY THE SHOVELFUL IS NOT ALLOWED. STANDARD SPECIFICATIONS.DESIGN JOISTS AND JOIST GIRDERS FOR ALL LOADS SHOWN ON PLANS 5.SHOULD THE ABOVE REQUIREMENTS NOT BE FOLLOWED IN THEIR ENTIRETY,THE TESTING LAB W LU IS OR AS REQUIRED.DESIGN TOP CHORDS FOR DRAG LOADS AS NOTED.DESIGN WEB MEMBERS FOR "--' l� TO VERIFY THE VOLUME PROPORTIONS BY PETROGRAPHIC ANALYSIS AND/OR PRISM TESTING OR IN PLANE SHEAR FORCES AS NOTED.ONE THIRD INCREASE MAY NOT BE USED FOR LATERAL LOADS N OTHER TESTING AT ENW'S DISCRETION.THE COST OF WHICH IS TO BE BORNE BY THE GENERAL IN COMBINATION WITH GRAVITY LOADS ONLY WHEN SPECIFICALLY NOTED ON PLANS.VERIFY ALL ~ CONTRACTOR. MECHANICAL,ELECTRICAL,AND OTHER SPECIAL LOADS WITH MECHANICAL,ELECTRICAL,AND OTHER SHEET INDEX S m GROUT SPECIAL SUB-CONTRACTORS.PROVIDE SPECIAL CONNECTIONS AS SHOWN OR REQUIRED. ` I • GROUT SHALL CONFORM TO THE VOLUME PROPORTION REQUIREMENTS OF ASTM 476.TESTED MANUFACTURER SHALL DESIGN END SUPPORTS FOR SHORT BEARING LENGTH AS REQUIRED. - Ld GROUT STRENGTH SHALL BE 2,000 PSI MINIMUM AT 28 DAYS.GROUT SOLID ANY CAVITY CONTAINING SHEET NUMBER SHEET NAME W L W I REINFORCING STEEL IN LIFTS NOT TO EXCEED 4'-0"UNLESS HIGHLIFT CODE PROCEDURES ARE SUBMITTAL SHALL INCLUDE:BILL OF MATERIAL,PLACEMENT PLANS,CALCULATIONS,AND SJI PLANT O 50.1 GENERAL NOTES AND SHEET INDEX FOLLOWED AND MONITORED AND REPORTED BY THE TESTING LAB. APPROVAL.A CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE IN WHICH THE PROJECT U 0 N REINFORCING STEEL IS TO BE BUILT SHALL STAMP AND SIGN THE CALCULATIONS.THIS SAME ENGINEER SHALL REVIEW S0.2 SPECIAL INSPECTIONS O W REINFORCING STEEL SHALL BE DEFORMED BARS ASTM A615,GRADE 60(FY=60,000 PSI).PROVIDE THE PLACEMENT PLANS TO ASSURE CORRELATION BETWEEN PLACEMENT PLANS AND Y _ CORNER BARS TO MATCH ALL HORIZONTAL REINFORCING.SPLICES AND LAPS SHALL BE 72 BAR CALCULATIONS.PLACEMENT PLANS SHALL SHOW MARK NUMBER,ORIENTATION AND LOCATION OF 50.3 ROOF DIAPHRAGM PLAN AND MISCELLANEOUS DETAILS z DIAMETERS UNLESS NOTED OTHERWISE ON PLANS.PROVIDE CORNER BARS TO MATCH ALL ALL PIECES.INCLUDE ALL DESIGN LOADS,BRIDGING AND BRACING REQUIREMENTS,SPECIAL S1 A FOUNDATION PLAN f-I Q O HORIZONTAL REINFORCING. CONNECTIONS AND BEARING DETAILS. SI.2 ROOF FRAMING PLAN J Q m BOLTS S2.1 FOUNDATION SECTIONS ALL CONNECTIONS AND BOLTS SHOWN EMBEDDED IN MASONRY ARE TO BE INSTALLED BY THE DO NOT BEGIN FABRICATION UNTIL SUBMITTAL HAS BEEN REVIEWED.OBTAIN WRITTEN APPROVAL 53.1 CANOPY FRAMING SECTIONS Sheet MASONS DURING THE CONSTRUCTION OF THE WALL OR PIER. TO FABRICATE PRIOR TO SUBMITTAL OF CALCULATIONS.CONTRACTOR WILL BE RESPONSIBLE FOR ANY DISCREPANCIES BETWEEN BILL OF MATERIAL AND CALCULATIONS. S4.1 ROOF FRAMING SECTIONS rTl W COORDINATE WORK WITH STRUCTURAL STEEL FABRICATOR.MANUFACTURER SHALL BE A SJI S4.2 ROOF FRAMING SECTIONS z APPROVED PLANT WITH AT LEAST 5 YEARS EXPERIENCE. S5.1 EXTERIOR WALL ELEVATIONS F-.I S O. 1 ON COMPLETION OF THIS WORK SUBMIT ELECTRONIC COPY OF THE FINAL REVISION OF THE SHOP S5.2 EXTERIOR WALL ELEVATIONS W s � 0 2015 IBC TABLE 1705.3 2015 IBC REQUIRED SPECIAL INSPECTION&TEST OF OF STEEL CONSTRUCTION 2015 IBC TABLE 1705.6 -- -- - -- REFERENCED - - VERIFICATION AND INSPECTION CONTINUOUS PERIODIC STANDARD REQUIRED SPECIAL INSPECTION AND TESTS OF SOILS REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION 1.MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS,NUTS AND WASHERS: --- _ CONTINUOUS PERIODIC REFRENCED IBC TYPE CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION TYPE SPECIAL SPECIAL STANDARD• REFRENCE AISC 380,SECTION A3.3 INSPECTIONS INSPECTIONS a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS X AND APPLICABLE ASTM 1.VERIFY MATERIALS BELOW SHALLOW S SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. MATERIAL STANDARDS FOUNDATIONS ARE ADEQUATE TO ACHIEVE '-- X 1.INSPECT REINFORCEMENT STEEL,INCLUDING ACI 318 Ch.20,25.2,25.3, 1908.4 THE DESIGN BEARING CAPACITY. PRESTRESSING TENDONS,AND VERIFY PLACEMENT. 26.6.1-26.6.3 b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED ----- X -- 2.REINFORCING BAR WELDING 2.VERIFY EXCAVATIONS ARE EXTENDED -- X AWS D7.4 - TO PROPER DEPTH AND HAVE REACHED X n1 e.VERIFY WELDABILITY OF REINFCING BARS --- ACI 318:2.6.8.4 <$ OTHER THAN ASTM A706: X 2.INSPECTION OF HIGH-STRENGTH BOLTING: PROPER MATERIAL. ^$ c 4 b.INSPECT SINGLE-PASS FILLET WELDS, ---- 0 3.PERFORM CLASSIFICATION AND TESTING MAXIMUM AND X --•- a.SNUG-TIGHT JOINTS. ----- X AISC 360,SECTION M2.5,N5 OF COMPACTED FILL MATERIALS. X C.INSPECT ALLLL OTHER WELDS.O TABLE N5.8-1 ----- X ACI 318:17.8.2 TABLE N5.6-2 4.VERIFY USE OF PROPER MATERIALS,----- b.PRETENSIONED AND SLIP-CRITICAL JOINTS USING b3 3.INSPECT ANCHORS CAST IN CONCRETE. TABLE N5.6-3 DENSITIES AND LIFT THICKNESSES TURN-OF-NUT WITH MATCHMARKING,TWIST-OFF BOLT OR --- X X 6' • V) DIRECT TENSION INDICATOR METHODS OF INSTALLATION. AISC 341,SECTION J7 TABLE DURING PLACEMENT AND COMPACTION OF "-'" ) ' 4.INSPECT ANCHORS POST INSTALLED IN --- FILL,INSPECT SUBGRADE AND VERIFY X HARDENED CONCRETE S INSTALLED c.PRETENSIONED AND SLIP-CRITICAL JOINTS USING COMPACTED FILL. - TABLEJ7.2 Nrc a.ADHESIVE ANCHORS INSTALLED IN X TABLE J7.3 5.PRIOR TO PLACEMENT OF COMPACTED TURN-OF-NUT WITHOUT MATCHMARKING OR _____ q HORIZONTALLY O RESIST SUS INCLINED X _,_ ACI 318:17.8.2.4 CALIBRATED WRENCH METHODS OF TESTING. i s'1P 4Q" ORIENTATIONS TO RESIST SUSTAINED THAT SITE HAS BEEN PREPARED PROPERLY. TENSION LOADS. 3.MATERIAL VERIFICATION OF STRUCTURAL STEEL: _- b.MECHANICAL ANCHORS AND ADHESIVE AND COLD-FORMED STEEL DECK: ANCHORS NOT DEFINED IN 4.a. --- X ACI 318:17.8.2 a.FOR STRUCTURAL STEEL,IDENTIFICATION MARKINGS TO CONFORM TO AISC 360. -- X AISC 380,SECTION N2 ACI 318:CH.19 1904.1,1904.2, -- -- -- -- --- 5.VERIFY USE OF REQUIRED DESIGN MIX. ----- X 26.4.3.26.4.4 1908.2,1908.3 b.FOR OTHER STEEL,IDENTIFICATION MARKINGS TO APPLICABLE ASTM CONFORM TO ASTM STANDARDS SPECIFIED IN THE -- X MATERIAL STANDARDS 2015 IBC LEVEL B REQUIRED VERIFICATION & INSPECTION OF MASONRY CONSTRUCTION 6.PRIOR TO CONCRETE PLACEMENT,FABRICATE APPROVED CONSTRUCTION DOCUMENTS. - -- SPECIMENS FOR STRENGTH TESTS,PERFORM X -,_ ASTM C172,ASTM C31 1908.10 c.MANUFACTURERS CERTIFIED TEST REPORTS. - X MINIMUM TESTS SLUMP AND AIR CONTENT TESTS,AND DETERMINE ACI 318:26.4,26.12 THE TEMPERATURE OF THE CONCRETE. -- -- Z 4. MATERIAL VERIFICATION OF WELD FILLER VERIFICATION OF SLUMP FLOW AND VISUAL STABILITY INDEX(V31)AS DELIVERED TO THE PROJECT SITE O U 7.INSPECT CONCRETE AND SHOTCRETE 1908.6 MATERIALS: IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.5 B.1.b.3 FOR SELF CONSOLIDATING GROUT PLACEMENT FOR PROPER APPLICATION X ACI 318:26.5 1908.7 J TECHNIQUES. 1908.8 a.IDENTIFICATION MARKINGS TO CONFORM TO AWS AISC 360,SECTION A3.5 VERIFICATION OF P AND f IN ACCORDANCE WITH SPECIFICATION ARTICLE 1AB PRIOR TO CONSTRUCTION,EXCEPT WHERE SPECIFICLLY SPECIFICATION IN THE APPROVED CONSTRUCTION --- X AND APPLICABLE AWS EXEMPTED BY THIS CODE 6.VERIFY MAINTENANCE OF SPECIFIED CURING X ACI 318:26.5.3-26.5.5 1908.9 DOCUMENTS. A5 DOCUMENTS I^ TEMPERATURE AND TECHNIQUES. MINIMUM SPECIAL INSPECTION b.MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED --- -- - Z _- 9.INSPECTION OF PRESTRESSED CONCRETE FOR: a.APPLICATION OF PRESTRESSING FORCES;AND X -- ACI 318:26.10 ---" S. INSPECTION OF WELDING: b.GROUTING OF BONDED PRESTRESSING TENDONS. X ---- FREQUENCY• REFERENCE FOR CRITERIA INSPECTION TASK e.STRUCTURAL STEEL AND COLD-FORMED STEEL DECK: J �,^+ 10.INSPECT ERECTION OF PRECAST CONCRETE MEMBERS. ----- X ACI 318:CH.26.8 --- CONTINUOUS PERIODIC TMS 402/ACI 530/ TMS 1530.1/ U) ASCE ASCE5 ASCE8 I > 11.VERIFY OF IN-SITU ITU CONCRETE STRENGTH,PRIOR TO STRESSING OF 1.)COMPLETE AND PARTIAL JOINT PENETRATION GROOVE WELDS X ---- AISC 360,SECTION N5 TENDONS IN POST-TENSIONED CONCRETE AND PRIOR TO REMOVAL ----- X ACI 318:26.11.2 •-• TABLE N5.4-1 1.VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS -- X -- ART.1.5 OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. 2.)MULTIPASS FILLET WELDS x ---_ TABLE N5 4-2 TABLE N5.4.3 2. AS MASONRY CONSTRUCTION BEGINS,VERIFY THAT THE FOLLOWING ARE 12.INSPECT FORMWORK FOR SHAPE,LOCATION AND AISC 341,SECTION J6 IN COMPLIANCE: DIMENSIONS OF THE CONCRETE MEMBER BEING ---- X ACI 318:26.11.1.2(b) --- 3.)SINGLE-PASS FILLET WELDS>5/16" X ---- TABLE J&1 >11 FORMED. TABLE J8-2 -_ _- 4.)PLUG AND SLOT WELDS X --- TABLE JS-3 a.PROPORTIONS OF SITE-PREPARED MORTAR. X ART.2.1,2.6A a. X ART.3.3B WHERE APPLICABLE,SEE ALSO SECTIONS 1705.12 SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE. AWS Di.t -_- __- D�/ b.SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR ISSUED BY AN APPROVED SOURCE b.CONSTRUCTION OF MORTAR JOINTS. IN ACCORDANCE WITH 17.8.2 IN ACI 318,OR OTHER QUALIFICATION PROCEDURES.WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED,SPECIAL 5.)SINGLE-PASS FILLET WELDS<5116" -- X x INSPECTIONS REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED DESIGN PROFESSIONAL AND SHALL BE APPROVED BY THE BUILDING OFFICIAL -- c.GRADE AND SIZE OF PRESTRESSING TENDONS AND ANCHORAGES. ---- X --- ART.2.4B,2AH (� PRIOR TO THE COMMENCEMENT OT THE WORK. 6.)FLOOR AND ROOF DECK WELDS X AWS D1.3 CV d.LOCATION OF REINFORCEMENT,CONNECTORS,PRESTRESSING TENDONS X ART.3.4,3.6A L N b.REINFORCING STEEL: -- --- AND ANCHORAGES. O 00 J CL 00 1.)VERIFICATION OF WELDABILITY OF REINFORCING STEEL -- X s.PRESTRESSING TECHNIQUE. ---- X -- ART.3.6B L_ J Q OTHER THAN ASTM A706. J f.PROPERTIES OF THIN-BED MORTAR FOR AAC MASONRY Xb X` -- ART.2AC Uj (V 2.)REINFORCING STEEL-RESISTING FLEXURAL AND AXIAL FORCES AWS D1.4 IN INTERMEDIATE AND SPECIAL MOMENT FRAMES,AND BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE SHEAR WALLS AND x "--- ACI 318 SECTION 26.6.4 3.PRIOR TO GROUTING VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: Z3 SHEAR REINFORCEMENT. I.I. a.GROUT SPACE '-" X -- ART.3.2D,3.2F m 3.)SHEAR REINFORCEMENT. x b.G >> .-- ---- > Q .� GRADE.TYPE,AND SIZE OF REINFORCEMENT AND ANCHOR BOLTS,AND - 4.)OTHER REINFORCING STEEL. __. x PRESTRESSING TENDONS AND ANCHORAGES. X SEC.BA ART.2.4,3.4 Z CO EI LLI Q c.PLACEMENT OF REINFORCEMENT,CONNECTORS,AND PRESTRESSING X SEC.6.1,62.1, ART.3.2E,3.4.3.6A 6.INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE TENDONS AND ANCHORAGES 6.2.6,6.2.7 IJln Qm in d.PROPORTIONS OF SITE-PREPARED GROUT AND PRESTRESSING GROUT W ut X --- ART.2.6B,2.4G.1.b e.DETAILS SUCH AS BRACING AND STIFFENING. ----- X ---- tV ___ FOR BONDED TENDONS. - In Ell b.MEMBER LOCATIONS. ----- x e.CONSTRUCTION OF MORTAR JOINTS •-- X -- ART.3.3B Q m Q D c.APPLICATION OF JOINT DETAILS AT EACH CONNECTION. --- x 4.VERIFY DURING CONSTRUCTION: [] 0 N a.SIZE AND LOCATION OF STRUCTURAL ELEMENTS -- X -- ART.3.3F �Qff11 b.TYPE,SIZE AND LOCATION OF ANCHORS,INCLUDING OTHER U7 N DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, --- X SEC.1.2.1.(e), --- rn (JJ N FRAMES,OR OTHER CONSTRUCTION 8.1.4.3,6.2.1 uJ co m SEC.8.1.6.7.2, c.WELDING OF REINFORCEMENT x ___ 9.3.3.4(c),11.3.3.4(b) F 3 d.PREPARATION,CONSTRUCTION,AND PROTECTION OF MASONRY DURING Lj COLD WEATHER(TEMPERATURE BELOW 40-F(4.4-C))OR HOT WEATHER --- X •-- ART.1.8C,1.81) U J (TEMPERATURE ABOVE 90-F(32.2-C)) N Q 6.APPLICATION AND MEASUREMENT OF PRESTRESSING FORCE. X -- ART.3.6B LI.IL W N f.PLACEMENT OF GROUT AND PRESTRESSING GROUT FOR BONDED TENDONS X -- •-•- ART.3.5,3.6C J , IS IN COMPLIANCE. J F N g.PLACEMENT OF AAC MASONRY UNITS AND CONSTRUCTION OF THIN-BED k, X` /'--r W MORTAR JOINTS N ART.3.3B.9,3.3F.1.b W AS-2. 7 a.3, 5. OBSERVE PREPARATION OF GROUT SPECIMENS,MORTAR SPECIMENS, ART. ICI AND/OR PRISMS "-' X 1AB.2.b.3,1.4B.2.c.3, 2 N 1.4B.3 1.4B.4 NOTES: U W Ld O (a)Frequency refers to the frequency of Special Inspection,which may be continuous during the task listed or periodic during the listed task,as defined in the table. W U V N (b)Required for the first 5000 square feet(465 square meters)of AAC masonry. ^ � (c)Required after the first 5000 square feet(465 square meters)of AAC masonry. h� W � z � � Q o sheet ICI U S0.2 CENTERLINE MAX. CENTERLINE NOTE: NOTE: A C F ZURB MAY BEAR DIRECTLY 1.)REINFORCING AT SUPPLY/RETURN OPNGS ON JOIST WHERE APPLICABLE NOT REQUIRED. VERIFY OPENING 2.)ATTACHMENT OF MECH.EQUIPMENT TO FRAMING BY OTHERS,TYP.U.N.O. 104-0" Z SIZE&LOCATION 3.)LOCATE PER ARCHITECT&MECHANICAL g w/ARCH.&MECH.TYPICAL MECH.UNIT CURB ENGINEER AS REQUIRED. - 36-4" 33'-9" 33'-11" a a d PER SUPPLIER ALL SIDES,TYP. N m ERLINE CENT 112"0 THRU-BOLT& u~i m JOIST PLAN WASHERS @ EACH O O CORNER TYP. CENTERLINE F' #10 SCREWS @ PANEL POINT 1/8 3 SIDES 6"oc @CURB 5 a 6'oc ONE ADDED ANGLE GREATER THAN TO DECK TYPICAL 6' `�q q E.S.OF JST.BY CONCENTRATED REFER TO NOTES 2 m _ — — --1- -Y_-�-- — —— JOIST SUPPLIER LOAD �o 4 0 DECK PER PLAN L PER L PER SCHEDULE L.L.V. Typ, a SCHEDULE COPE VERT.LEG - - - - -_- - - M,-- _ o g z S REINF.JOIST NOTE: E.E OF ANGLE AS REQ'D. HOLD FULL HORIZONTAL LEG 14YPICAL MAX. DIMENSIONS REQ'D.AT SUPPORT.DO NOT CUT/ CENTER LINE 4 COPE HORIZONTAL LEG. PANEL POINT J, h ANGLE SCHEDULE LLOOANDCENTRATED NOTE: o USE 1/8"FILLET WELD K-JOISTS 4 I ,r, 4GREATER THAN 1„ 6" t3(t REFERTONOTES ` r; p L MAX.MECHANICAL.WEIGHT pQ t ' PLAN SECTION L4x3x1/4 350#MAX. PM NOTE: - L4x4x5/16 700#MAX 1.)WHERE CONCENTRATED LOADS ARE SUPPORTED BY JOISTS CHORDS AND ARE LOCATED MORE THAN �J _ _ _—_.�._ _ _ _�--_ 8"FROM A PANEL POINT CENTERLINE REINFORCE THE JOIST WITH AN ADDED ANGLE(E.S.JOIST) J L5x3 1/2x5/16 L.L.V. 1250#MAX. EXTENDING FROM THE POINT LOAD TO THE NEAREST PANEL POINT ON THE OPPOSITE CHORD. 2.)DO NOT PLACE LOADS ON JOIST UNTIL ANGLE REINFORCEMENT IS INSTALLED. L6x3 1/2x3/8 L.L.V. 26"MAX. 3.)ADDED ANGLES&WELDS BY TRUSS SUPPLIER. R 2 O 2 TYPICAL ROOF OPENING & EQUIPMENT SUPPORT DIAGONAL BRACE DETAIL Z U NOTE: N.T.S. N.T.S. OL Z SKYLIGHT SUPPORT ANGLE(PER PLAN)CONNECTION AS PER ABOVE V J TOPCHORD 4 4 PANEL POINTS (TYPICAL) SEE"DIAGONAL W BRACE DETAIL" Q > 4 2 JOIST TOP CHORD OPEN WEB STEEL JOIST 5 co SOT.CHORD I I 5 PANELPOINTS Y Y L (TYPICAL) - --- g 6 Q c) JOIST BOT.CHORD 0 2O ® ® O - 10'-0" 10'-0" O N Qi HANG WITHIN 6"OF ANY UPPER CHORD PANEL POINT FOR"K"&"LH"SERIES JOIST. a ©HANG WITHIN 6"OF ANY LOWER CHORD PANEL POINT FOR"K"&"LH"SERIES JOIST. Y-8" 33'-8" 33'-9" 33'-11" LL Q �3 TRAPEZE BETWEEN ANY PANEL POINTS. 104 0" w 4 ADD AN ANGLE E.S.TO STIFFEN THE BOTTOM CHORD SEE DIAGONAL BRACE DETAIL. 5 cc ADD AN ANGLE E.S.TO STIFFEN THE TOP CHORD SEE DIAGONAL BRACE DETAIL. w NOTES: — W 1.)DO NOT CUT OR DRILL ANY JOIST MEMBER 2.)THIS DETAIL IS APPLICABLE TO SUPPORTING MECH.EQUIPMENT,SPRINKLER PIPES,ETC. A B C D E F 0° 3.)JOIST MANUFACTURER TO ACCOUNT FOR ABOVE LOADING ON JOIST DESIGN. Q Z m m Q ALLOWABLE METHODS & LOCATIONS FOR Q SUPPORTING LOADS FROM OPEN WEB STEEL JOIST ROOF DIAPHRAGM FASTENING PLAN Q W N 3 — N N.T.S. � 1/16"=1'-0' � Q N o F..1 N � a N ROOF DIAPHRAGM FASTENING SCHEDULE w ui ul00 Q Q01 HILTI FASTENERS PER SHEET TO /'� Q ZONE GAGE SIDE SEAM CONNECTION ALLOWABLE DESIGN SHEAR 1:1 3 Li JOISTS&LEDGERS �77 O1 22GA, 4 VSC 2 @ 24"oc 460 pif 1"--'1 U 2 22GA. 7 VSC 2 Q 12"oc 837 plf w ROOF DECK NOTES: F-+ W W N 1. DECKING TO BE PER GENERAL NOTE 1 1/2"TYPE PLB-36 GALV.STEEL DECKING GAGE PER WELDING SCHEDULE. J 2.) PUDDLE WELD TO BE 5/8"0 MIN.(WITH HOLDING PERIMETER NO LESS THAN 2"). J 0 3.) AN APPROVED TESTING LAB IS TO INSPECT ROOF FOR PROPER DECK WELDING&CONNECTIONS AND ROOF IS NOT TO BE COVERED UNTIL TESTING LAB APPROVES ALL WELDING&CONNECTIONS.THE PERFORMANCE OF THE ROOF DECK DIAPHRAGM DEPENDS ON THE LL! W QUALITY OF THE WELDS.EACH WELDER IS TO DEMONSTRATE HIS ABILITY TO PRODUCE QUALITY WELDS.TO TEST,PRY A PIECE OF - DECK WELDED TO THE SUPPORT.THE DECK SHOULD TEAR AND THE WELD REMAIN SOUND. 4.) ENDS OF SHEETS MUST BE LAPPED A MIN.OF 6"OVER THE SUPPORT FOR 18 GA.DECK AND THINNER. 07 5.) DECK MUST BEAR ON SUPPORTS A MINIMUM OF 2". 6.) PUDDLE WELD DECK TO LEDGERS,BLOCKING AND DRAG MEMBERS PARALLEL TO DECK PER APPLICABLE DETAILS. �•/ W 7.) SEE DETAILS FOR ADDITIONAL REQUIREMENTS. W p 8.) HILTI FASTENERS TO SUPPORTS ARE X-EDNK22 AT SUPPORTS 3/16"THROUGH 1/4"THIK,AND X-HSN24 AT SUPPORTS UP TO 3/8"THICK. r, [] N SIDELAPS TO BE CONNECTED WITH A PUNCH LOCK 11 TOOL. U Y a Q � 0 J Q H Qsheet w o S0.3 x 104'-W 36'4" 33'-9" 3T-11" S2.1 Zo ~Q ao 4 O� ---- ------ -- ----------- _ H 3 c I � w Y I a _ - _ S.J._. MAXIMUM SPACING& I I LOCATION PER PLAN SAWN^JOINT P.x1/8" c 4 3 STUD&PLATFORM PER 6/52.1 - �- SLAB PER PLAN SEE 0'-0 R CHI FOR LOCATIONS) II ( " S.J. a74 rn a v I I ILIII=III= 52.1 Q ILNIS2.1 REINF.PER PLAN .. OP" CENTERIN SLAB O� l G r ( E_J. NOTES: � 9 I S.J. 2 1.)SEE ARCH.DETAILS FOR SPECIAL JOINT FINISH. 2 I TYP. _ I 2.)SOIL SUBGRADE PER SOILS REPORT. 3 o 8"C.M.U. S2.1 TYPICAL F5.0 L F5.0 I 2'-o"CONT. SHRINKAGE JOINT S.J. FOOTING (U.N.O.) I S.J. 7 I III I 4 MAXIMUM SPACING& LOCATION PER PLAN 112"0 x 3'-W PLAN BAR @ 24"oc CUT ONE END w/o Z I I FLARE&GREASE SAME END V S.J. SLAB PER PLAN O Z i REINF.PER PLAN O CENTERINSLAB r r --1 S.J. NOTES: 3 - - � W L J L J I 1.)SEE ARCH.DETAILS FOR SPECIAL JOINT FINISH. 2.)SOIL SUBGRADE PER SOILS REPORT. F5.0 5"CONCRETE SLAB ON GRADE w/ F5.0 Q I I #4 Q 118 oc E W.@ SLAB MIO,-DEPTH. I 1 TOP OF BLAB IS AT REF.DATUM �I I N T R U C T I O N JOINT C.J. cn^ ELEVATION 0'-0"(U.N.O.) C Y -�. S.J....__ L 3l4"_7'_0" V ^, I I I 8"C.M.U. W/� L Li i. L S.J TYPICAL o � 4 : > i 0 cd uj I O N 2'-0"CONT. y u FOOTING Q J a S.J. I (U.N.O.) Li J I I UJ c6 E.J.. Q C r r COLUMN SCHEDULE Q �, S.J. QJ � 4 TVP. MARK H.S.S.SIZE Q E.J. I F5.0 F5.0 I Cl 6x6z1/4 IN Q in W N N I I F In FOOTING SCHEDULE BRG.=3.0kf N I 5P,7 0 REINFORCEMENT 4 MARK SIZE (BOT.EA.WAY) (TOP EA.WAY) N N N + I I F3.0 T-0"x 3'-0"x 1'-0" 3#5 521 i 'i I F3.5 3'-6"z 3'-6'x 1'-0-0 of " 3#6 - � m F4.0 4'-0"x 4'-0"x 1' " 4#5 -- 3 I -- - S.J- a F4.5 4'6'x4'6'z T_+ 4#5 _- ,( _ _...- _ 0 w F5.0 5'-0"x 5'0 x 1'-i" 5#5 F5.5 5'-6"x 5'_6'x 11_211 6#5FQ- F6.0 6'-0"x 6'-0'x 1'3" 5#6 W W N F6.5 6'-6'x 6-6"x 1-3" 6#6 - J NOTE: J F N rt _- ---- _ --- 1.)SOME FTG.SIZES SHOWN MAY NOT BE APPLICABLE ON THIS PROJECT L' N -- - - ------ - -T----- --T----- G 4L 5 ----T--_ J 4 I C In� � o = / I II L 2 0 4 oZ w B2.1 v I I �' 10 I� z Z Q g T 2'-8" 33'-B" 3T-9" 3T-11" FOUNDATION PLAN Q sheet - 104'-0' NOTES: 1/8"=V-0" 1.) TOP OF SLAB ON GRADE IS AT DATUM ELEVATION 0'-0" (U.N.O.) S1 . 1 2.) TOP OF FOOTING ELEVATIONS INDICATED THUS:('-"). O 11 3.) CENTER FOOTINGS ON WALLS OR COLUMNS.(U.N.O.) r. A B C D E F 4J SEE DWG.S0.1 FOR GENERAL NOTES. 1 A QC lu ) F I 1Da'-o• IY � 33'-9" 3&-,1" 7 2 7 2 E-1S4.1 54.1 54.1 S4., a J <24'�•> <24 w w CB1 rn FRAMING @ v ROOF n o APPROXIMATE PHARMACY m HATCH O �LOCATION OF T BELOW �- _--�+ - .6 CB1 p w MECHANICAL z w �n -UNIT(SEE w "' MECH DRAWINGS) STEP I I I - I WALL L_1 __R.D.--�-- -J _STEP o I WALL [17'-6") -CANOPY [18'-3,2'J _ ,13 _ 'C 6 BELOW @ S4.2 PHARMACY v 3 < C61 _ 54.1 S4.1 CB2 W m CANOPY BEAM 4 a 24k 2401150 TYP. 24k 2401 150 TYP. j 241,240/150 TYP. ° 4 SCHEDULE O r z O w iC, Cal X MARK SIZE U APPROXIMATE LOCATION V' CB2 OF MECHANICAL UNIT a C81 H.S.S.4x4x1/4 (SEE MECH.DRAWINGS) ,,�� C132 H.S.S.4x3x1J/16 1 12"22GA. 4 TYP. CB,PLB36 O CB3 54.1 S4., - 1 GALVANIZED 1 CB3 H.S.S.6x4x3/16 [,s'-19 METAL DECK [19,11 3 ITTI,I' 3 53.1 I[�MCB STRUT W r - I PER 5/S4.2 210x20 TYP. Q ` CB, / I SUNSHADE 3 HANGER ROD ' CB3 PER ARCH. I� PER,/53.2op TYPICAL Y r TVP. 45 a L N ROOF FRAMING PLAN Q N v CB o TYR n - N /\ M a STEP S3.1 m 0 m q NOTES: O O CV p WALL ^ z w 1.)[-]INDICATES TOP OF FRAMING ELEVATION(BOTTOM OF DECK)ABOVE DATUM. i L N >u 2.)<->INDICATES TOP OF PARAPET ELEVATION ABOVE DATUM. O ^ 00 w m 5 `O CB2 lip S42 j., %;: 3.)CONTRACTOR AND TRUSS SUPPLIER TO VERIFY M/U&SPRINKLER MAIN WEIGHTS&LOCATIONS. [-[_ �✓ 4.)TRUSS SUPPLIER NOTE: cc Q a.)BASE LOADS:D.L.=15 PSF /� APPROXIMATE LOCATION X�` / - L.L.=25 PSF _ ui OF MECHANICAL UNIT "�, CB1 NET UPLIFT=6 PSF TYPICAL (SEE MECH.DRAWINGS) -- bJ DESIGN JOISTS&JOISTS GIRDERS FOR ADDITIONAL MECHANICAL UNITS SHOWN&SPRINKLER C MAINS 4"0 AND LARGER. 3 O STEP c.)VERIFY WEIGHTS&LOCATIONS OF MECHANICAL UNITS&SPRINKLER MAINS. m d.)DESIGN ALL JOIST GIRDERS FOR MINIMUM SEISMIC AXIAL COMPRESSION/TENSION PER PLAN ` R.D. WALL OB1 U.N.O.(NOTE 1.33 STRESS INCREASE NOT ALLOWED)(AS0 DESIGN USED) ^ - ^ o [18'-3 12'J A e.)ALL JOIST LOADS AND GIRDER NODE LOADS SHOWN PER PLAN ARE BASE LOADINGS PER NOTE "a'ABOVE ALL JOIST LOADS AND SUBSEQUENT GIRDER NODE REACTIONS PER NOTES'b" Z THROUGH"e"ARE IN ADDITION TO BASE LOADS AND SHALL BE INCLUDED IN JOIST/GIRDER STEP DESIGN. �f1 CB2 5.)SEE SECTION 6/S2.1&6/54.2 AND ARCHITECTURAL DRAWINGS FOR FRAMING DETAILS& UJ Q N WALL REQUIREMENTS @ HARD LID CEILINGS. W N N N m CB, E F U N csz W 0 W U U N 4 a uzi rq 4 29'-4" ul UJ [fJ N m Q rf1 � � 2 1'A `•' p 1 CBi w 1'-0, ' S EQUAL SPACES � 12• 1 (u(, m 3 > MC6 STRUT CB2 �ve -" PER 5/54.2 �, m 4x6(FLAT) 3 p4' nryI U iv ABOVE PLYWOOD +�0� LL Q 54.2 �O� a a 0 W W m y aj I CB1 S S4.2 - -----�---_-_-_---_-_-_---_-_-_-_-_---_-_- f . J _ NSTEP WALL ce,[19--11 [191-11 1 NZ 5 w' mi L) sa, 54.1 III III i i J m z 7 54.1 s4.1 _ - CB v 00+o� I 1 2 q w Y -- -- - -- 7 �� Sa.2 �" V W ❑ r I I r, 0 y 34.1 2 - I I z U w 2.6 T.&G 7 DECKING o I G ` J Sa.2 G C 1 -CB i ____ ____ _ Q ❑ 6 L 6 ---- ---- --- ---- -WT-ld I 6 Q Q m 5/16"COX PLYWOOD OVER DECKING sheet 2�_8" 33-8" 33'-9" 33'-11" xi 3/4"NAILS @ 4"-@ PANEL w N EDGES&12"-EA.WAY FIELD 104'A" U cmi cmi U U 1 (MAINTAIN MIN.1 112"CLEAR B'TWN. LL VESTIBULES4.2 PLYWOOD JOINTS&DECK JOINTS,TYP. O A s c E F HIGH ROOF FRAMING PLAN Q S1 .2 SOLID CAP PER ARCH.- - 0 BOND BEAM @TOP w/2-#4 H. CENTERLINE COLUMN&FOOTING B"CMU WALL w/ #5 V.@ 32"oc �T',, @ CENTERLINE DOUBLE WALL OCCURS y;- p 0 WHERE NOTED SEE WALL i 1 1/2"TYP. ¢ U ELEVATION DETAILS 8"C.M.U.WALL I 8"C.M.U.WALL PER ELEVATIONS I I BEYOND DOWEL TO MATCH L VERT. a I O _ • ¢ w REINF.(ALT.HOOK) I BOND BEAM @ 4'-0"oc t x I q w/2-#4 H. O c w m 8"HAUNCH MIN. ' I 1/4 I I #4 CONT.—� g I H.S.S.COLUMN PER PLAN i i ._ o ] I I 4"C.M.U.GROUT SOLID w SLAB ON GRADE I I 3/4"BASE PLATE wl 4-3/4"0 f = HOLD PER PLAN - I I A.BOLTS OR KWIK BOLTS #4 L— @ 16'oc O O 3/4"NONSHRINK LEVELING GROUT I (EMBED 8") 1-#4 CONT. z-o• w 4 z rn 2" LR. za• I I 5"CONC.SLAB PER PLAN, 6x6 W14xW1.4 OR 12xl2 a a o'. #4 - SLAB I CLOSURE POUR + BOND BEAM @SLAB W2.9xW2 9 W.W.M. g y DOWEL @ 24 oc,TYP. I LEVEL wl 2-#4 H.- (SLOPE SLAB PER ARCH.) ° . • u ifT- - f7L _ ; 7rIuIITI�x GROUT ALL COURSES SOLID (-1'0")TYPICAL,U.N.O. #4 L@ 24"oc 'p e. CMU GROUT SOLID _ (/$�� (PER PLAN) BELOW SLAB,TYPICAL T (PER PLAN) I A, 16 ER PLAN) BELOW G #4-I @ 2q^op - GRADE -- -- -- WHERE NOTED I I •a -- } _ a.. 3-#5 CONT. �),. 4 __ __ r `n. n p po 2•#4 CONT. a . ° F O ° :. FOOTING DETAILS PER 1/S2.1 _ ui i.0 ut iu p _ Lu iu ut 2-#5 CONT. FOOTING DRAIN Tff�rfT -mI—III 9 I, o U o r� —II WHERE REQUIRED O O x in O BY GEOTECH 0 io PROVIDE 8"MIN.TYPICAL PER PLAN HOLD BLOCK OUT PER PLAN 2"CLR. AS REQ-D. 2 4 @ DOUBLE WALL TYPICAL FOOITNG PER SCHED. FOOTING SIZE PER PLAN FQQITNG PER SCHED. TYPICAL DUMPSTER WALL SECTION OCCURS WHERE NOTED REINF.PER SCHEDULE OCCURS WHERE NOTED Z ' SECTION SECTION n} SECTION SECTION J 1 3/4„=,,-0. Z L J 0 0 � -r-Ifli EXTEND WALL TO ROOF Q ' ' FRAMING(WHERE NOTED, PER ARCH.) y 3/4"COX PLYWOOD w/#10 r^ #10 SCREW @ 6"oc I SCREWS @ 6"oc @ ALL PNL v' ` EDGES&12"oc FIELD W JOIST PARALLEL 16GA.TRACK RIM I i! @ BIM CONDITION—+� I L � O N 00 L0 _ d� a B"xl 5/8"xl6GA. L JOISTS @ 16"oc J Q #10 SCREW EACH JOIST 0OCCURS @ ^ JOIST PARALLEL) W JOIST PARALLEL) (ALIGN OVER STUDS) m 0: ° 1-#4 CONT.,TYP.—4 z r�fflI SLAB DOWEL PER VS2.1 35/8"xl 5/8"xl8GA. ul Q N STUDS @ 16"oc w N SHEATH PER ARCH. d - lh ReQeive Q m IIIIII - - 18GA.TRACK w/1/2"0 KWIK-BOLTS �U�2 U ❑ OR SCREW ANCHORS OR EPDXY N z SLAB ON GRADE ANCHORS w/HILTI HIT HY-200 (EMBED 3 112")@ 32-M TYPICAL a " N w B,•6. (n N N G 3 — m�mII 2-#4 CONT. a � Q TYPICAL PLATFORM DETAILS w w N (SEE ARCH. FOR LOCATIONS) O w IN F In SECTION SECTION v N w o zcj Llw W sz p z a ^ sheet w S2. 1 114 m 1/2x4x1'-0"PLATE d w/2-6/8"0 THRU BOLTS&1/2x4x1'-0" PLATE WASHER O _— ---- --- U .12 w 40 _ _ a iPLATE 5/16"x3"x5" II PLAN 1 a 3^ 1/2"x71/2"x0'-710w/4-3/4.0 TYP. a THRU-BOLTS w/1/2"x7 1/2"x71/2" c PLATE WASHER 1/4 3/8'x5'PLAT/LE jj PERAR° TYPICAL FRONT CHANNEL SPLICE ' 1 3/4•THRE m" (AT CONTRACTORS OPTION) �wc5 Y1 t ROUND ST TURNBUCK �'#4 CLEVIS W1 1/2" NOTE:PIN EA.END STUCCO OR VENEER 6"0 PIPE SLEEVE PROVIDE METAL OCCURS WHERE NOTED ROVID PER ARCH. PER ARCH.(ADJUST NOTE: w/114 CAP SEAL SLATS SUN SHADE GUTTER DIM AS REQ'D. BALANCE PER 1/S3.1 WELD _ DECK TO 1A I ROOFING PER ARCH. 11p^TYP. 11/2"x20GA.TYPE'B' ANGLE 1 1/2"x20GA.TYPE'B' GUTTER PER ARCH. DECK 2 SPAN MIN. 8"oc DECK 2 SPAN MIN. (NOT SUN SHADE) L3x3x1/4 TYP. SLOPE PER ARCH. H.S.S.4x3x3/16 GUTTER PER ARCH. Z /1 plan Q CANOPY SLOPE PER ARCH. 1s (NOT Q SUN SHADE) (NOT(a�SUN SHADE) (NOT @ SUN SHADE) O 1/2•x6•x0'-10"w/2-3/4'0 ih 1/2'x6"z0'-10"w/2-5/8"0 J ' THRU-BOLTS L w -- — -- THRU-80LTS w/ 1/....0--10"PLATE V 1/2"x6x0'-10"PLATE WASHER 'H.S.S.STRUT WASHER V/ 3/8"x5"PLATE w CHANNEL PER PLAN Z NNE PER PLAN H.S.SSTRUT % ¢ PER PLAN O PER PLAN N __ PER ARCH.h - PER ARCH.CH.�. = z v Jam' U ,^ TYP. R ARCH. NOTE: V/ 3/16 2@12"oc 1/4 W ERIE GUDE2TTERS OGS Q6 8E0'MAX. Q PILASTER TYP.(SE PLAN) 1 /> PER ARCH. r^ PER ARCH. v' — _ a ♦, SECTION SECTION D /�� L- N cmJ — Q LL = w Ca > -o F- N C m OC ° Q >, zmm Q Q 10 m ut w N — Ln N ramr,, Q 3 1.1 N D UJ N III N U3 m F 3 z /1/ � w -- W w m E—I J LU J F Lo T^ W N n LLl W — H Z � z u' W o � N �a rvSe W ZLL J a sheet u S3. 1 TOP CONDITION PER 2-#4 CONT.,TYP. ARCH(MIN.112"0 A.BOLTS @ 48"oc-EMBED 6") PER PLAN> PER PLAN> 2-#4 CONT.,TYPICAL ANGLE TQ 1/4 5• EMBED DOUBLE WALL OCCURS I NOTE: JOIST SUPPLIERNCNOTE: WHERE NOTED JOIST MFR DESIGN JOIST FOR S.Ok PROVIDE CLEARANCE FOR DOUBLE WALL OCCURS I I CENTERLINE CENTERLINE COLUMN WHERE NOTED AXIAL TENSION I COMPRESSION KNIFE PLATE THRU GIRDER DECK TO APPLIED @ BOTTOM OF JOIST SEAT. SEAT I ALL LSx3x1/4 LLH CONT.WELD TO I 6°oc ANGLE 1 PROVIDE JOIST SEAT THICKNESS AS LOCATIONS PER PLAN Q EMBED TYP.U.N.O.(SPLICE CTRDJ ❑ I REQUIRED FOR COMPATIBILITY w/ GIRDER MFR.NOTE: Q 1 SPECIFIED WELD SIZE. COL.WIDTH=MAX.DISTANCE ON EMBEDS ONLY w/,/4"x5"FILLS w �-#4x2'-8'VERT.TIED TO EA. WELD E.S.OF SPLICE)(NO BOLTS I JOIST TO I ANCHOR BOLT(CENTERED BETWEEN CL OF W.P. p'a„ TO CMU REQ'D) I BRG.ANG. w CONT.CHORD REINF.w/ @ EACH ANCHOR BOLT) 7/8"x4"x,'-2"KNIFE PLATE TYP. 3/,6 3" n- 3-#5,LOCATE @ ANCHOR CONT.CHORD REINF.w/ O BOLTS AS SHOWN JOIST PER PLAN E' 3-#5 LOCATE AS SHOWN OF I (w/ERECTION BOLTS PER SJI) ANGLE TO WELD EA. 3/,6 3"MIN. TYP 1/4 3 W.P.(E.S.) 4a 3/16 JOIST FLUTE TO STEEL DECK w ' z LEDGER PER ROOF PLAN STL.DECK ❑ ❑ h.[PER PLAN] = p 1_ [PER PLAN] [PER PLANJ 4-TER g -- O � 32"SOLID GROUTED Q L5x3z3/8 CONT.(L.L.V.) BEAM wHR CHORD STEEL I L6x4x5/8"x,'-0"(L.L.V.) N w I \ CORD Eq. EQ. ❑ w/5/8"0 HEADED A.BOLT a CCC CONT THROUGH O 24"oc EMBED 51/2' @ EA.JOIST m w ( ) N.A.OF I �3/4"BRG.PLATE w/4�/4'0 c a G z Y u , EXPANSION JOINTS I (NOTE:ELEV.VARIES) iv z (( WEB / a $ � w I I BOLTS.VFY.WIDTH w/ c v PER PLAN I I II w JOIST SUPPLIER o m a 0" O � I � PLATE 5/8 xV 7"xi'-4" TYP w/6-3/4"0 W.H.S. 114 ROOF JOIST PER PLAN g (EMBED 5 1/2") JOIST EACH SIDE _ C9 `3 I I 1/4 PER ROOF PLAN ADD 2-#4x2'-8"VERT. ROOF JOIST PER BOTTOM PLAN I CHORD BRIDGING I I - „ AT EACH LINE OF STUDS.HOLD PER JOIST MFR. DECK 1 O O I Y TIGHT TO STUDS @ CL WALL REMOVE FACE SHELL,"CLR. TO H.S.S. 5/8 6"oc H.S.S.TO 1 1 - ---- ---- - c 4��^ @ ALL ANCHOR BOLTS TYP. GIRDER JOIST GIRDER PER I I -- ---- -- -- P REINF.PER ELEVS. 5,/2"BOLT 1/4 2@16' ROOF PLAN(W-SECTION I H.S.S.COLUMN 4 ti EMBED,TYP. H.S.S.5x21/2x3/16 WHERE NOTED) (NO 314"WELDTO GIRDER) LATE I I PER PLAN I O O I JOIST MFR.DESIGN TOP CHORD JOIST FOR I BLKG.BETWEEN I -- -- - 5k AXIAL TENSION/COMPRESSION APPLIED JOISTS(1'CLR 1 I KNIFE PLATE @ BOTTOM OF JOIST SEAT PROVIDE JOIST TO JOIST TYP.) I I SEAT THICKNESS AS REDID.FOR NOTE: KNIFE PLATE 7/8'z4^x1'-2" - - - COMPATIBILITY w/SPECIFIED WELD SIZE. BLICG.REQUIRED 1 TO J.G.TOP WITHIN 18'-0"OF WALLS. FLANGE 5/18 1/2" 6" 6 ,12'� CONDITION BETWEEN JOISTS @ BLOCKING SECT.4a 1 SECTION SECTION SECTION SECTION Z J • 3/4"=1,_O. L 3/4„_1,-3„ 3/4.=1.-0. T 3/4"=1'-0" F ,_^V/ 0 ZCIS N L METAL CURB BY OTHERS DESIIRDEEIMFR BRG CONN F GN ORENET 4( ) O "CENTERLINE ALL THREAD IN BRG. UPLIFT,TYPICAL MECH.UNIT PER PLAN }' <PER PLAN>_ _- - -� CONT.IN 8"DEEP 1 6 BON Y BOND BEAM,TYPICAL L SUPPORT @ MECH.UNIT EDGE.COPE&WELD TO TOP CURB 2 1/2•TO W.P.MIN. OF JOIST.CONTRACTOR TO 1/8 1-12 TO H.S.S. COORDINATE LOCATIONS I I CONT.LEDGER PER 2/54.1 (GIRDER MFR.VFY.) /A SEE TYPICAL MECH UNIT _ PLATE 1/2".6 1/2"SQUARE STOP @ GIRDER POCKET (W.P.CTR.OF BRG.)Ir V/ J::, - - SUB-FRAMING BELOW ADD H.S.S.112"x,1/2"x3/18"z0'x8" I LL WTBx25x0'-10"w/ @ 18"oc WHERE CURB IS PROVIDE 3-#5 CONT. I I 3-#Sx3'-0'@ 4"oc STEEL DECK PER PLAN 1 1 3/4"x6'z1'•0"BRG.PLATE SET L ---- PERPENDICULAR TO DECK FLUTES FULLLENGTHIN WALL u . LEVEL w/23/4"EDGE AIIGN fl CONTINUOUS MC6 PER FACE OF NSIDE THREAD 0 M U EEXTEND THREADSi/4 3" 114 5'MIN. 5IS4.2(SEE PLAN) TO FIT GIRDER.VERIFY GAUGE 1"GROUTSPACE(a�FACE SHELL UNDER ANGLE Q O CV [PER PLAN]�l 1 [PER PLAN] + - CV H.S.S.,1/2"x11/2"x3/16"CONT.CURB -- - ---- - ---- ----- Y Y -- -- -- >` L EDGE PARALLEL TO DECK FLUTES N.A.CHORD - - 7a O _j LL SLOT END OF MC6 _ I I NOTE: N.A.WEB J Q LL11 LOCATE 2-#6 PER 1/54.1 ` w �_ w cc TYP. n 1/4 �I II UNDERSEAS.PER 2J0" S IuI Y MIN.w/BARS PER 2IS4., 3 _0 W CMU PER ELEVATION---,,", fl JOIST PER PLAN EACH SIDE ADDITIONAL REINF.PER I 1 ,'�"@ SIM.w/ 1'-0' LL L6x4x3/4z0'-S"w/2-,2'0 A "DIAGONAL BRACE DETAIL" BOLTS 12'GA. BOLTS @ 6"GA. 6" (EMBED 5"MIN.) `^ @ FLUSH PILASTER REINF. y� /1�y/��" y., PER ELEVATIONS 6" z co 00 Q VFY.BOLT SPACING w/JOIST GIRDER MFR fp JOIST GIRDER PER ROOF PLAN uJ Q umi y C.M.U.WALL TYP,U.N.O. NOTE: W N SLOPE SEAT TO MATCH ROOF - Ln SLOPE �/ c+ cq EN V Q 0 5 SECTION 6 SECTION DDNOTGRCUT 7 SECTION ❑ THIS SPACE 0 N 3/4'-1'-0" 34'=+D' PLAN 7a 3/4"=,'-0" N N Ul W m Q � 3 ADJACENT WALL ifl pj WHERE NOTED 1 Q F `•71 2112" 112• +w SEE MAX.COPE LENGTH CONNECTION SCHEDULE F CAP PLATE TO I PER A.I.S.C.13TH EDITION(A.S.D.) NOTES: W w N MATCH COLUMN I I Ux SCHED. CENTERLINE PER NOTE 8 1.)BEAM DESIGN VERTICAL REACTIONS ARE ASO LOADS. THICKNESS,TYP. 1 OF BEAM NOTE. 2.)ALTERNATE CONNECTIONS MAY BE SUBSTITUTED FOR SINGLE TAB CONNECTION PLATES,PROVIDED THEY I I _ COPE BOTTOM FLANGE MEET OR EXCEED THE REQUIREMENTS OF THE AISC.ALTERNATE CONNECTIONS MUST BE SUBMITTED FOR O J I TAS REQUIRED MIN.CONN. MIN. CONNECTION CAPACITY REVIEW PRIOR TO SHOP DRAWING REVIEW. ❑ I I ELEV.VARIER S h WELD MAX SINGLE g� F-•1 J F � SUPPORTED PLATE SUPPORT ( PS)('SD) 3.)BEAMS SHALL HAVE STANDARD ROUND HOLES AND CONNECTION PLATES MAY HAVE HORIZONTAL SHORT u+ I I #OF BOLTS SIZE COPE DEPTH �( N BEAM THICKNESS twQn) THICKNESS (in) SLOTTED HOLES. ` lil w -�- - 1 10 TYP.SHEAR PLATE& r (in) (in) 4.)WHERE SHORT SLOTTED HOLES ARE USED,PROVIDE HARDENED WASHERS PER AISC J3.2 -1 - w I O BOLTS PER CONN. o: a LINCOPED SINGLE 5.)BOLTS ARE 314"0 A325-N,BOLTS MAY BE SNUG TIGHT. J ❑ O 10 SCHEDULE w COPED m COI I I I PLATE&BOLTS PER 1 @w 6.)HORIZONTAL DISTANCE FROM SUPPORT FACE TO CENTERLINE OF BOLT GROUP SHALL SEAS SHOWN IN THE C u] CONN.SCHEDULE 0 `� N W8 2 1/4 3/i6' 1/4" ,1/4' 16.3 7.6 DETAILS. G I 7.)VERTICAL EDGE DISTANCE FROM BOLT CENTERLINE TO EDGE OF STEEL SHALL BE 1 1/2".U.N.O. I I I 0 O Wit 2 114 3/16" 114" 1 1/2" 16.3 10.0 8.)COPE DEPTHS SHALL NOT EXCEED THE LESSER OF THOSE SHOWN IN THE CONNECTION SCHEDULE,NOR AS W p gl: I I I ALLOWED BY BOLT HOLE SPACING&MINIMUM EDGE DISTANCE REQUIREMENTS.COPE LENGTH SHALL NOT BEAM PER PLAN F F 7 �1 U w W12 3 il4 3/ifi' 1/4" 1 1/2" 25.6 18.8 EXCEED THAT REQUIRED TO ACCOMMODATE GIRDER FLANGE,12"MAX.GAP BETWEEN FLANGES. -+ U W I w BEAM PER PLAN F�•1 I 1 w z m 9.)THE SUPPORTING BEAM OR COLUMN,WEB OR FLANGE THICKNESS,THAT THE CONNECTION PLATE IS Y U p"6 W14 3 5/16 114" 114" 1 12" 31.8 28.7 WELDED TO,SHALL MEET THE MINIMUM SUPPORT THICKNESS LISTED ABOVE. Z COLUMN PER PLAN rn U w Q 12"TYPICAL Oa W16 4 5/16 1l4' 1/4" 11/2" 42.4 42.0 J Q m ENTERLINE W18 4 5/16 1/4" 5116" 1112" 42.4 1 42.0 4-I sheet BEAM TO COLUMN CONNECTION BEAM TO BEAM CONNECTION W21 5 318 5/16" 5116' 11/2" 45.0 45.O 4.1 SECTION SECTION l 54.1 1 10d @ 4"oc V #10 SCREWS @ 4"oc +-1od @ 4"oc(2 PLCS.) 2 '- (2 PLCS.) 4'-0" PER ARCH y'-o 1/2" UDS (3 8"MAX.) MIN.3x8 P.T.TOP PLATE #10 SCREWS @ 4"o w/5/8"0A.B.@12"oc '� M 1 1/2" #10 SCREWS @ 6"oc @ (EMBED T)(2PLCS.) �FACIA PER ARCH DECKING TO G.L.B.FULL Cj'/1 FACE OF C.M.U. 1/4"x6"x0'-9"PLATE E.S.w/ LENGTH TYP. -'1 PROVIDE STUD INFILL PER 7/S4.22-3/4"0THRU-BOLTS � 'TWN.G.L.B.'S TVP. z 16GA.TRACK T.&B1/4'PLATE E.S.w/3-3/4"0 A.B.@24"oc w/ DTL. @ LOW END OF ROOFTHRU-BOLTS 3"SQ.PLATE UPER ARCINSULATIHNHERS(EMBED T) I - a 1/2"CDX OVER E.S. INFILL DTL.B'TWN. G.L.B.'S w BRG.PLATE,/2"x61/2"SQ.w/ ; ro 2x DECKING 1/4 ¢ STUD INFILL PER 1/S4.2 0 2-#5 V.x 2'-0'@ 4"GA - Spy c rn G.L.B.PER PLAN G.L.B.PER PLAN `� • � ' • • 2-#5x3'-6"C'TRD. L CUT C.M.U.@EACH UNDER EACH G.L.B.TYP. CUT C.M.U. EA.G.L.B.AS REQ'D. G.L.B.AS REQ'D. NOTE: @ • BALANCE OF DETAILS • - pp BRG.PLAYE 1/2"x8"SQ.w/ PER i/S4.2 z (4-#5 V x2'-0"@ NOTE: 5 1/2-GA.EACH WAY) BALANCE OF DETAILS .a c C.M.U.HEADER PER ELEVS. PER 1/S4.2 C.M.U.WALL PER ELEVS. c: 6 R°3 C.M.U.HEADER PER ELEVS co c c 25'-4 h 25�" r mY.°-•.2 YZn SECTION 2 SECTION SECTION 3 z y 3/4„=1,-0„ z COPED MC6 .0 A TO ANGLE �m *, Z L3 1/2x3 1YLx1/4 TYR 114 2 SEAT 0 y CONTINUOUS 1/8 I [PER PLAN] 1'-01/2" 7"MIN.E.E. 77 - __ L31/2x31/2xil4 TYP. 1/2"0 LAG @ CL jr MOB (PLACE WITHIN 6"OF 2-#10 SCREWS @ _ SHEATH FULL (2 PLCS.) 4x6(FLAT) JOIST PANEL POINT EACH STUD ------ J.1 HT.PER ARCH. „ EACH END,TYPICAL (OR 1/8"FILLET " Z II I ROOF JOIST PER PLAN ) WELD) " 1/4"x2 1/2"SQ. 1/2'0 BOLT THRU /1 #10 SCREWS ----_- 2" \ PLATE,TYPICAL BOT.CHORD @ 24"oc O @ 6"oc TYP. e \LSx3 PER 1/S4.2 ANGLE Sx3 \TO MC6 DETAIL I518'0 THRU-BOLT w/71 1/4 2" TYR 12GA.TRACK Zcn 3-#10 SCREWS,TYP. a 5/16"x3"SQ.PLATE E.S.,TYP. 3/i6 i 1Y2 8GA. COPE MC6 TO O w WASHER T.&B. PLAN BEAR ON ANGLE - 3/16 6'x,5/8"x18GA. BRACING(BACK 0 1/4'x3 1/2"SQ. 00 i STUDS @ 16"oc O TO BACK)@ 32"oc PLATE WASHER, 0 76"oc MAX.SPCG w g 0 0 0 O TYPICAL DETAIL"a" ��` 18GA.TRACK G.L.B.PER PLAN j 3116 TYP 3-#10 SCREWS, SIGNAGE BY OTHERS(VFY.) 6"x18GA.STUDS @ I COPE FLANGES OF MC6 TYPICAL 6"xi 5/8"x18GA (MAX.TOTAL WT.=1500#) 16"-MAX.SPCG. I OVER EACH JOIST DECK TO STUDS @ 16"oc ' r- C.M.U.PER ELEVS (CONTINUOUS NO _ I SPLICE)MAINTAIN 6'oc MC6 _ CAN BY '^ L5x3 PER 1/54.2 I FULL 6"WIDTH 0 OTHERS V/ ___ %• ." ---- 11 ------ ---- --- ---- 35/8"x15/8"x18GA. L 3 618"x 18GA.STUDS I STUDS @ 16"oc @ 16"oc MAX.SPCG. I (FULL HEIGHT HILTI DS37P10 SHEATH.w/1/2"CDX (TYP.U.N.O.) L5x3 PER 2/S4.1 I CONTINUOUS MC6xi2 ice„MAX PROVIDE CORNER 0 q (.177"O)DRIVE PINS @ 0 w/#10 SCREWS @ 0 0 (EXTEND FOR BRG. I (SEE ROOF PLAN FOR MTL.,TYPICAL ^ i6"oc MAX.SPCG. 6"oc @ PNL.EDGES& 18GA.TRACK, OF MC6-SEE PLAN) I TOTAL LENGTH)COPE @ GAP.TYP. - O O Ch IN FIELD,TYP. T.&B.TYP. I EACH JOIST AS SHOWN [PER ARCH.] 0 N j -- - ------ -- 6"x15/8"x,BGA. 2-#10 SCREWS, >` � MAIN ROOF I 11 STUDS @ 16"oc TYP.,U.N.O. O C.M.U.WALL i JOIST PER PLAN LL iBGA.TRACK TYP.,U.N.O. J QQ PER ARCH. PER ARCH. C W w SECTION SECTION SECTION m 0~C w Q /1 zmm Q W N — Ln N rg U N UJ 0��1 N N N Q] m Q � 3 W 61 (Y Q Z W wN J OJ F u0i H- W N U W - � w71 � N U) 2 U' W o Z U W W Z � � < 0 J Q " LL sheet u— o S4.2 0r F D C A A B C D E F 0 104•-�„ 104,-011 29'4" 33'-11" 33'-9„ 364" P-8" 33'-8" 33'-9" 4'-7" DOUBLE WALL DOUBLE WALL Z -PER PLAT O <PER PLAN <PER PLAN> 'PER PLAN> Y PER< -- -- -- -- <PERPUIN>PLAN> FAUXPILASTER Y (LOCATE PER ARCH.) ; [PER PLAN] d u: IPER PLAN__-]_-_�' h [PER PLAN] h----. __ .. ..—.._.._.. —.. —.. _..�..—.._..—.._L.—..—.. .._ �.._.. ..—.._..—.._..—.. __ Y N N Lim ^ ^ v u u \ NOTE: \5p,. A le/ -> PROVIDE E.J.@ ONE ^ 'i a 2'-6" Lid ui SIDE OF FAUX PILASTER a i TYP ( ) BETWEEN GRIDS©&QD w TYP. 10-#5 SE.F. 0 v S5.2 4-#5(2 E.F.) #5 VERT.@ 40"oc @ u CENTERLINE INVERT. GROUTED CELLS& 2-#5(1 E.F.) ui LL 2-44 HORIZ.@ 48"oce IN BOND BEAMS TYP, NOTE: ., REINF.U.N.O. PROVIDE 2-#4 HORIZ.@24'oc s 2-#5F—(1 E.F.) # - 74-.(2EF) n°o IN BOND BEAMS @MIDDLE 1 - _ , " PORTION OF NORTH WALL Ill��i��j — " 1 E.F. LAN 0 0 Y jo_(PERP .. - .. - y _�(PERP PLAN) h __ - v 'I w u] w w w NORTH ELEVATION - GRID �1 2 SOUTH ELEVATION - GRID �o NOTE: NOTE: 1/8"=1'-0" K" 1.)8"C.M.U.,TYPICAL 1.)8"C.M.U.,TYPICAL 2J ELEVATIONS VIEWED FROM OUTSIDE FACE. 2.)ELEVATIONS VIEWED FROM OUTSIDE FACE. 3J SOLID GROUT JAMBS&LINTEL PER SCHEDULE. 3.)SOLID GROUT JAMBS&LINTEL PER SCHEDULE. 4.)EXTEND ALL LINTEL STEEL 2'-6"MIN.PAST OPENINGS,TYPICAL. 4.)EXTEND ALL LINTEL STEEL 2'-6"MIN.PAST OPENINGS,TYPICAL. E F g 5 4 n 2 1 29'4" DOUBLE WALL DOUBLE TOP DOUBLE WALL 15'-0" 36'-0" 36'-0' 1.,. 30'-0" O HEADER ONLY (GROUT SOLID) J DOUBLE WALL DOUBLE TOP DOUBLE WALL DOUBLE WALL DOUBLE WALL DOUBLE WALL DOUBLE WALL J - , 4-#5(2 E.F.) <PER P HEADER ONLY __ __ __ __ __ __ __�__ __ _ __ __ �•w� IPER PLAN> LAN> PLAN><PER -{ V <PER PLAN>h 2-#6(1EF.) y� 8-#5(3 E.F.) j. #4 @16"oc — __ _ __ <PER PLAN>Y }� #4tf@16"oc h <PER PLAN> LL LL [PER PLAN] \ '/ K z LL LL —..—..—..—..— —.. —..—..—..—.. ..—.. ui ui w % w 4-#5(2 E.F.) Y j.. .—; W—..—..—.._w ..—..—..— .—r-w 6j —ui —ui —w w ui —ui ` 6-#5 3 E.F. N " > � > � ( ) a � � � U � a � #5 VERT.@ 40"oc @ CENTERLINE IN VERT. -I E.F.�� 1 T.P. 2-#4 HORIZ.@48bc -. - / - ., REINF.U.N.O. i �1 ( ) -I 2#5(1 E. I O q @ ( ) ( ) -m a w w J &#5 4EF n L I i,. ( ) A�4-#52E.F. `_ < .- - I. 2-#5(1E.F.) IL W #4 i6"oc 8-#5 3 E.F. IN BOND BEAMS TYP., I.. 4#5 2 E.F ( ) �I o #a @ 16"oc _ ri r rt 7 _ �� -t I i! 2#5 1 E.F.) c7 _ 2-#5(1 E F) L r l:- 2-#5(1 E.F.) f I _ 4 _ L 17 2-#5(1 E.F) f1_I 0'-0„ 0'-0' j 4#5(2 E.F.) _ _ .... __ Iii1.. __ 00 � 00 a 00 —__ __ __ __� �— P� y. � - _. .. T 1 - (PER PLAN LL (PER PLAN) .PLAN_) ti h (_ _ 0) GROUT SOL W ca w SOUTH ELEVATION - GRID © EAST ELEVATION - GRID (GROUT SOLID BETWEEN GRID ©> En NO 1/3•-1._U„ NOTE: 1l8"=1'-0" 1.)8"C.M.U.,TYPICAL 1.)8"C.M.U.,TYPICAL L 2.)ELEVATIONS VIEWED FROM OUTSIDE FACE. 2.)ELEVATIONS VIEWED FROM OUTSIDE FACE. Z Q 3J SOLID GROUT JAMBS&LINTEL PER SCHEDULE. 3.)SOLID GROUT JAMBS&LINTEL PER SCHEDULE. 4.)EXTEND ALL LINTEL STEEL 2'-6"MIN.PAST OPENINGS,TYPICAL. 1 2 3 4 5 6 Ul Q N •_4' W In N - N 153 .f N �L m 36'-0" 36'-0" 36'-W 15'4" Q o U N DBL. DBL. DBL. DBL. DBL. 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W 0 a LINTEL GROUTING SCHEDULE a REINF.CALLOUT MIN.DEPTH SOLID GROUT w 1-#5 HORIZ.OR 2-#5(1 E.F.) 2-#5 HORIZ.(1 E.F.) 16" 6-#5 HORIZ.(3 E.F.) 32" 8-#5 HORIZ.(4 E.F.) 48" 10-#5 HORIZ.(5 E.F.) 56.1 t] ^ o g a t z$ 4 JAMB GROUTING SCHEDULE REINF.CALLOUT MIN,WIDTH SOLID GROUTP'n�s-'s`H'o¢Q QR 2-#5(1 E.F.) 16" .. 1 4-#5(2 E.F.) 24" 6-#5(3 E.F.) 32' 8-#5(4 E.F.) 40" OV H J #4 TIE @ 24"oc-. C Z L' J N Q � g"C.M.0 TYP. 0 V.EACH FACE 2410c / MAX.SPCG.(MIN.3-#5 V. DOUBLE WALL DIMENSION EACH FACE PER EACH PER ARCH. SEGMENT OF DOUBLE WALL) co ED PILASTER IN CONT.WALL �^ IIx Q co PLAN DETAIL L o N oJa 00 W c 32'-0"Oc MAX.(U.N.O.) 32'-0"00 MAX.(U.N.O.) ^ .L i If Z m m Q HOOK HORIZ.REINF. IN BOND BEAM(PLACE C.M.U.WALL pER PLAN In INSIDE E.F.REINF.) _ UJ Q in N — ul HH pG� NOTE: w u N �W AT EXPANSION JOINTS,EXTEND ROOF CHORD REINFORCING IIC�II O -" d4 CONT.THRU THE EXPANSION JOINTS,STOP ALL OTHER Fd.l HORIZONTAL REINFORCING E.S.OF JOINT.DO NOT EXTEND U N N EXPANSION JOINT BELOW TOP OF SLAB ON GRADE. (n N U] co ADD 2-#5(1 EACH FACE) m SIDE OF EXP.JOINT I--I Q �- 3 WALL EXPANSION JOINT(E.J.) w NOTE: DO NOT PLACE ANY EXPANSION JOINTS WITHIN 3'-4"NEXT TO OPENINGS IN WALLS,NOR IN OPENINGS,TYPICAL U.N.O. a W W N HOOK HORIZ.REINF. d- 1-#5 VERT. IN BOND BEAM -C.M.U.WALL PER PLAN J F a ul W YJ w I--I ul -ADD 2-#5(1 EACH FACE) CORNER BARS W O MIN.EXCEPT AS NOTED TO MATCH ON C.M.U.ELEVATIONS HORIZ.REINF,-- L] U In w Y HORIZ.REINF. Z IN BOND BEAM Q w END OF WALL WALL CORNER 'nee` 2 TYPICAL C.M.U. PLAN DETAILS SS.2 3/4'.=1'0., rTT 0 v 1 2 3 4 5 6 E BARTELL a ¢o J CONTACT INF ON:BARLL 26bgs.com EDRATE OFFICE ¢ p.063.2626 4025 DELRIDGWAY SW,STTE 00 Y f,206.763.2062 SEATTLE,WASHINGTON 98106 V C r""�'4 w �d qry� V.w" �wx r,, tlar..,r, ,+uo�,a;,W �. I REAT S O1 EL SINCE 1890 ¢ o p BOBEDWARDS 00 DIRECTOR,STORE DEVELOPMENT p06 76771182 be@bartelldru s.com PROJECT INFORMATION: ASSIGNMENT SET LOCATION INFORMATION: ch 3 v 204TH ST NE&HWY9 uwi ARLINGTON WA 98223 74 x w ARLINGTON V PROJECT INFORMATION SHEET INDEX CONTACT INFO. o PROJECT DESCRIPTION: A0000 GENERAL INFORMATION BARTELL DRUGS CORPORATE OFFICE c+ PROJECT ADDRESS y" "" 4025 DELRIDGE WAY SW STE 400 NEW STORE i '� 1 * _, A-102 HARDRLID AAREA PLAN PHONE LE 06 76INGTON 3.2626 98106 ADDRESS TBD (' n�e'�x A-103 FIXTURE & EQUIPMENT PLAN" FAX 206 763 2062 ASSIGNMENT DRAWINGS 204TH ST NE& HIGHWAY 9 Pei r 6 A-104 REFLECTED CEILING PLAN Nq� k A-105 FLOOR FINISH PLAN BOB EDWARDS ARLINGTON WA 98223 A-106 WALL FINISH PLAN DIRECTOR, STORE DEVELOPMENT A-201 INTERIOR ELEVATIONS 2067671182 E A-301 SECTIONS & DETAILS BOBS@BARTELLDRUGS COM c f SF SUMMARY GFE SUMMARY s c0 •. A-401 ENLARGED FLOOR PLANS 0 _. ...... .-.------- —.. ... - A-403 ENLARGED FIXTURE PLANS NICHOLAS LAKIN COOLERS WALL o A-404 ENLARGED FIXTURE PLANS CAD DESIGNER SALES FLOOR COOLER ca, CH SCHEDULE N06 PHARMACY _FRONTNOTE. A-602 SCHEDULES K@BARTELLDRUGS CEM _ FRONT END TTL - 4 WAYS a` ROOM FINISH SCHEDULE BACK ASSIGNMENT SET DRAWINGS ARE INTENDED AS A DESIGN MATERIALS & FINISHES SCHEDULE PON MUZATKO SUPPORT FIX PLUS GUIDELINE TO THE ARCHITECT/ENGINEER ONLY AND AS A a-603 SCHEDULES CONSTRUCTION SUPERVISOR RECEIVING CHECKOUT o LIGHT FIXTURE SCHEDULE 206.261.1660 UTILITY GRAPHICAL REFERENCE TO THE BARTELL DRUGS SPECIFICATION ' '; PLUMBING FIXTURE scHEDULE RMuzamG@BARTELLnRUGs cGM CREATING DETAILEDOCONSTRUC IONDRAWINGSENT, ARCHITECT SHALL BE SNOLUDBNGALE OLRDIMENSONS �.^�' R NTON AE16014 ELECDTRICAL PLQANPMENT MANAGER,LISA STORE DEVELOPMENT BACK END L _-IENDSLGFE NECESSARY FOR CONTRACTOR WORK. -b, SITE AE401 ENLARGED ELECTRICAL PLAN 206 933 9430 SF/GFE o AE501 ELECTRICAL DETAILS LISA.THORNTON@BARTELLDRUGS.COM 0 NOTE: d v " ASSIGNMENT DRAWINGS TO CONVEY INTENT OF DESIGN ONLY c E FIXTURE PLAN SUBJECT TO CHANGE-CASEWORK ABBREVIATIONS GENERAL NOTES SYMBOLS AND WHICH INCLUDEELENTSCALAN/ORPLU ON P PLAN LUMBING WHICH INCLUDE ELECTRICAL AND/OR PLUMBING ELEMENTS RECEIVE NO SIGNIFICANT CHANGES o & AND ➢IA, DIAMETER G W B GYPSUM WALL BOARD REQ'D, REQUIRED UNLESS ABSOLUTELY NECESSARY-CHANGESTO 1 SCALE SHOWN ❑THERWISE INDICATED ON rn L ANGLE DIM, DIMENSION GYP, GYPSUM RM, ROOM' - NORTH ARROW PLANNED INFRASTRUCTURE(MEP,ETC.)ARE NOT THESE DRAWINGS, IN PRINT OR ELECTRONIC @ AT DN DOWN HDWR HARDWARE S, SOUTH NP ANTICIPATED. a` ti CENTERLINE DR DOOR HDCP HANDICAP S.C. SOLID CORE MEDIA, IS INTENDED FOR ESTABLISHING SIZE AND DIAMETER OR ROUND D.S. DOWNSPOUT HDWD. HARDWOOD SCHED SCHEDULE PROPORTION ONLY. DO NOT SCALE THIS OR ANY OTHER DRAWING PRODUCED MANUALLY OR INTERIOR ELEVATION ca 00 # POUND OR NUMBER DWG DRAWING HB HOSE BIBB SHT SHEET A B ANCHOR BOLT E EAST HC HOLLOW CORE SHT'G SHEATHING ELECTRONICALLY FROM THIS OFFICE IN REGARD Al LOCATION of SHEET o TO THIS PROJECT, THE. ACCURACY OF THE A201 �— SHEET NUMBER ACOUS ACOUSTICAL EA, EACH H.M HOLLOW'METAL SIM SIMILAR DRAWINGS SHOULD NOT BE RELIED UPON TO DRAWING INFORMATION. o AFF ABOVE FINISH FLOOR E,I.F.S. EXTERIOR INSULATION HORIZ, HORIZONTAL SPEC, SPECIFICATIONS REFLECT EXACT DIMENSIONS OF ESIXTING, WALL SECTION DRAWING TRACKING INFORMATION. ANOD ANODIZED EL, ELEVATION INST INSTALLATION STL SQUARE Al SHEET NUMBER SHEET m ALUM ALUMINUM E HOUR SQ, A301 Y AGGR AGGREGATE FINISH SYSTEM HR PROPOSED OR AS-BUILT.CONDITIONS. STEEL DATE DESCRIPTION APPROX APPROXIMATE ELEC INSULATION STD 2 UNLESS NOTED OTHERWISE D TO FACE OF FINISH, , , J EXPANSION JOINS HT HEIGHT STD STANDARD E UL R STORAGE DIMENSIONS DENOTED MARK'. 201705.18 'DRAFT FOR REVIEW m ELECTRICAL INS o ARCH, ARCHITECTURAL ELEV. ELEVATOR INT INTERIOR STRUC, STRUCTURAL AS CLEAR" OR CLR," ARE DRAWINGS ARE DIMENSIONED ASPH, ASPHALT ENCL. ENCLOSURE LAM LAMINATED SUSP SUSPENDED MINIMUM AND MAXIMUM 2017.0519 IISSUEDFORASSIGNMENT ¢ BD BOARD EP ELECTRICAL PANEL LB, POUND S&V STAIN AND VARNISH DIMENSION TO FINISH SURFACE 1 2017.06 28 BARTELL EDG REV'S BLDG, BUILDING EQ EQUAL LOC LOCATION SVC, SERVICE ai BLK BLOCK EQUIP EQUIPMENT MATL, MATERIAL SYM, SYMMETRICAL' 3. REFER TO BARTELL DRUGS SPECIFICATIONS FOR - - `- BLK'G BLOCKING EXIST EXISTING MAX MAXIMUM S/W SIDEWALK DIMENSIONS AND DETAILED DESCRIPTION OF ¢ BM. BEAM EXPO EXPOSED MFR, MANUFACTURER T, TREAD REQUIRED ELEMENTS � MANHOLE T.C. TOP OF CURB GRID MARKERS -BOT, BOTTOM EXT EXTERIOR M H —�---- - B/0 O, BOTTOM OF F, ,LC FURNISHED BY OWNER, MECH MECHANICAL TEL 4. REFER TO BARTELL DRUGS SPECIFICATIONS FOR TELEPHONE NUMBERS IN ONE nlREcnoN B U R F BUILT UP ROOF INSTALLED BY G C. MIN, MINIMUM T&G TONGUE AND GROOVE GENERAL CONDITIONS [SECTION 17, SUBSTITUTIONS - o 131, PLANS, E41, AND GENERAL REQUIREMENTS E107 CAB CABINET F,D, FLOOR DRAIN MISC, MISCELANEOUS THK, THICK Q - -- LETTERS IN THE OTHER C.B. CATCH BASIN F.E. FIRE EXTINGUISHER MTD MOUNTED T 0 P. TOP OF PLATE not FINISH N , TOP OF PAVEMENT S� BARTELL DRUGS SPECIFICATION WILL SUPERSEDE DRAWN BY CE _TNRL M' CEMENT F.H. FIRE HYDRANT MTC METAL T/0 TOP OF MISINTERPRETATIONS DRAWINGS IN THE EF DOOR BOL EVENT THE PLOT BY NRL �� CJ o CH CHANNEL '. FIN. NORTH T P, CONTROL JOINT FLASH FLASHING N.LC. NOT IN CONTRACT T WROFWALL CONSTRUCTION DOCUMENTS NUMBER PLOT DATE 201Z06.28 a CLG CEILING FLR, FLOOR NO NUMBER TYR, TYPICAL Cl-R, CLEAR FLUOR FLUORESCENT N T.S. NOT TD SCALE U B C UNIFORM BUILDING CODE 6, ALL BUILDING PLANS AND SPECIFICATIONS ARE T'.- C.D. CLEAN OUT FOUND FOUNDATION 11C. ON CENTER UNF, UNFINISHED BE APPROVED BY BARTELL DRUGS, ALL PLANS, - CENTER LINE DRAWING TITLE, E COL COLUMN FRM'G, FRAMING 0/ OVER U,O,N UNLESS OTHERWISE NOTED PROJECT c . SPECIFICATIONS, SHOP DRAWINGS, AND SUBMITTAL R rn ¢ CONS CONCRETE FT FOOT OR FEET OPP OPPOSITE VERT. VERTICAL PACKAGES MUST BE FORWARDED TO BARTELL ¢ CONN CONNECTION FTG FOOTING PL, PLATE W. WEST ,Q DRUGS SUFFICIENTLY IN ADVANCE OF INFORMATION c CONSTR CONSTRUCTION FURR FURRING PLYWD PLYWOOD W/ WITH CONSTRUCTION FOR PRELIMINARY AND FINAL CONT CONTINUOUS G.A. GAUGE P P POWER POLE WD. WOOD ° REVIEWS AND ACCEPTANCE TO TAKE PLACE, c C.T. CERAMIC TILE GALV, GALVANIZED PLAM PLASTIC LAMINATE WOW, WINDOW a CTR CENTER 5,C GENERAL CONTRACTOR R RADUIS OR RISER W/O WITHOUT 7, ALL PLANS AND WORK SHALL MEET ALL DRAWING NUMBER: CTSK COUNTERSUNK G L GLASS RD ROOF DRAIN W P, WATERPROOF APPROPRIATE CODES AND RECEIVE APPROPRIATE F2ecelvecl DBL DOUBLE GND GROUND REC, RECOMMENDED W R, WATER RESISTANT INSPECTION APPROVALS, INCLUDING THE PUBLIC jJL 07 DET DEPT DEPARTMENT GR, GRADE REF, REFERENCE WSCT WAINSCOT o 'HEALTH PERMIT AND CERTIFICATE OF OCCUPANCY. IS o, DETAIL GP, GROUP REINF REINFORCED WT WEIGHT GAD c Q v LL1 11 2 1 3 4 5 1 6 C 0 1 2 3 4 5 6 —-- A C D F at FELL,'` OVERHEAD COILING GRILLE PER BARTELL SPEC.PROVIDEKEYNOTES KEY-OPERATED SWITCH PER ELECTRICAL PLAN.NO FLOOR-OR COUNTER•STRIKES -__-_-_o MOTORIZED v NON-SLIP RECESSED WALK-OFF FLOORING SYSTEM PER BARTELL SPECIFICATION OR PERMITTED ALL LOCKING MECHANISMS MUST LOCKAGIANST SIDE WALLS AND r 1 BUILDING STANDARD SYSTEM AS APPROVED BY BARTELL. GUIDES WHEN AT PHARMACY,ENSURE LOCKING MECHANISM IS ACESSIBLE FROM REFRIGERATION EQUIPMENT BY G.C.VERIFY POWER REQ'S PER ELECTRICAL PLAN (THIN THE PHARMACY WHEN POSSIBLE-WHICH MAY REQUIRE OFF-CENTER LOCK TREATING wASFIINGTON WELL SINCE 1890 d AND MANUFACTURER SPECIFICATION.VERIFY REMOTE COOLING REQ'S.PROVIDE ALL PLACEMENT.ALL LOCK MECHANISMS BE"BEST"CORE COMPATIBLE INCLUDING i 2 ��ITEMS INCLUDING POWER RED D AT REMOTE LOCATION.BARTELL WILL EXTEND KEY SWITCH.ENSURE MANUAL RELEASSEE CHAIN IS ACCESSIBLE AND OPERABLE FROM o oCONTACT INFORMATION: WITHIN THE SECURED AREA WITHOUT UNDUE WORK OR EFFORT OR INTERFERENCE NATIONAL PRICING WHEN AVAILABLE. SPRINK, ss wVnv.bartelldrugs.com CORPORATE OFFICE GO TO PROVIDE AND INSTALL ALL REQ FROM STRUCTURAL OR CEILING ELEMENTS.SEE BARTELL SPEC.FOR DETAILED RISER AND CANTILEVERED CEILING ELEMENTS STRUCTURAL ELEMENTS FOR SUSPENDED RM. " ------- p.206.763.2626 4025 DELRIDGE WAY SW STE 400 0 REQ'S.ARCHITECT TO VERIFY CLEARANCES REQ'D FOR MOTOR(S),ADJACENT ns C2 ....... OF f.206.763.2062 SEATTLE WA 98108 5 CEILING ELEMENTS BY BARTELL, QD A_301 INSTALLATION BY BARTELL.ELECTRICAL CONNECTIONS AND STRUCTURAL GRILLE(S),AND ANY APPLICABLE CODES)INCLUDING SERVICE ACCESS REQ'S.AND 1 4 F" zs 2s Se COORDINATE ANY PLAN ADJUSTMENTS WITH BARTELL PRIOR TO CONSTRUCTION. It+ u3e ELEMENTS BY GC.VERIFY. --- L ELECTRICAL AND LOW-VOLTAGE WIRING SHALL FEED THROUGH SLAB,WALL,OR PHARMACY BOB EDWARDS o SINK,FAUCET,ACCESSORIES AND PLUMBING CONNECTIONS BY G.C.IN fe 111+ 32 r o DIRECTOR,STORE DEVELOPMENT f POWER-POLE AS INDICATED ON PLAN INTO BASE OF CASEWORKIFIXTURE BY Cm 6 CASEWORK/FIXTURE BY BARTELL,VERIFY SPECIFICATION WITH 35 3sv^ STORAGE 206767.1182 bobs bartelldru s BARTELL.VERIFY LOCATION WITH BARTELL.FINAL CONNECTIONS TO BE COMPLETED ® 3 s +, sa a p @ g.com PLUMBINGIEQUIPMENT SCHEDULES AND BARTELL SPEC.VERIFY LOCATION PRIOR TO ❑ CCTV DBY UTCH DOOR-3'-GATE INSTALLATION WITH BARTELL.SEE BARTELL SPEC.FOR REQ'S. 37 COUNSEL I 1 v, ROUGH IN AND COORDINATE INSTALLATION WITH BARTELL. DUTCH VERIFY -O x7'4'x 1.314"SOLID CORE"DUTCH"DOOR,8"SHELF MAY BE PROJECT INFORMATION: 00 SINK FAUCET,ACCESSORIES AND PLUMBING CONNECTIONS BYG.C.IN sr me I 2z I -----—J CASEWORK FIXTURE BYG.C.VERIFY SPECIFICATION WITH PLUMBINGIEQUIPMENT TAILS AND HARDWARE WITH DOOR SCHEDULE. F, C4 0 7 _ _ J A-3al LOCATION INFORMATION. N SCHEDULES AND BARTELL SPEC,VERIFY LOCATION PRIOR TO ROUGH-IN. 39 PROVIDE BLOCKING WITHIN WALL AT FIXTURES AND CASEWORK. s I '-___ias%^___ _ n SELF-PRIMING FLOOR DRAIN OR FLOOR SINK BY G.C.PER BARTELL SPECIFICATION. 12 i at74 n nu 34 ❑ TI G a ENSURE SLAB AND/OR FLOORING INSTALLATION WILL ACCOMMODATE SLOPE REQ'D 40 G.C.TO PROVIDE MICROWAVE WALL CABINET.SEE C21A301 FOR DETAILS.PL 1 FINISH I ° 1 ` -_ _ — — — — L— i+v 7 L — — — 11 I — 204TH ST NE&HWY9 8 FOR WET AREA TO DRAIN TO ANY FLOOR DRAIN,VERIFY LOCATION WITH BARTELL VON. a o^ 2 ARLINGTON WA 98223 c PRIOR TO ROUGH-IN. LOCATE D-MARKWITHIN THIS ROOM.ALTERNATE LOC'S MUST BE APPROVED BY ti3A a SINK,FAUCET,ACCESSORIES,AND CASEWORKIFIXTURE BY BARTELL CONNECTIONS 43 BARTELL. —� — — Tr_ II a — — 2 ARLI N GTO N �. I 1 1 1 �L-A2=__��_ JL _ as JI 12'•5'MIN. c EXIT to tote 0 9 BY G.C.VERIFY LOCATION PRIOR TO ROUGH-IN AND COORDINATE INSTALLATION 44 TIMER CONTROLLED WATER HEATER PER BARTELL SPEC,RECIRCULATING SYSTEM I CareClimc LL WITH BARTELL ) 47 REQUIRED. O �Lnjl ❑ a s J A B30 0 0 PLUMBING FIXTURE SINK,TOILET,RED D ACCESSORIES,ETC.AND PLUMBING PROVIDE BLOCKING ATWALL FIXTURE AND LOCKER LOCATION S IF REQ'D BY CODE. 1 0 I �T�] n-am ❑ PROJECT DESCRIPTION BARTELL SPEC. z60 L BE CONCEALED WITHIN WALL s..._.......__. ___ ------l co� CASEWOREK OR AND IXTURE BY G.C.VERIFY LOCATION PRIOR TO ROUGH-IN. �ROVNSTALLED EQUIPMENT CLEAR FLOOR AREA FOR TELECOMM,EQUIPMENT.NO OTHER - o CONNECTIONS BY G C VERIFY SPECIFICATION WITH PLUMBINGIEQUIPMENT ALL BLOCKING SHALL OR UTILITIES SHALL 8E PERMITTED TO EXTEND OVER � I � �� i �+ o THISSP SPACE 12-0"AFF.REQ'DACCESS CLEARANCES FOR OTHER USES AND (❑ 1 - --- -- ------- ------- ------ --- ------ ----- -- ------- i. NEW STORE • 13 THIS SPACE BELOW tt 'i OVERLAP 2 ADJACENT SIDES OF THIS SPACE BY A MAXIMUM 30". FIRE SPRINKLER RISER LOCATION.RISER TO BE WITHIN UTILITY AREA WHEN AT (1 I i POSSIBLE U.O.N.OR AS REQ'D BY BUILDING DESIGN OR CODE AND APPROVED BY 50 A 60x60 ROOM WITH NO OTHER USES MEETS THIS REQUIREMENT.ALL LOW-VOLT o z, ASSIGNMENT DRAWINGS d 14 BARTELL BARTELL SPACE SHALL BE ON AN ISOLATED SYSTEM ACTIVATED NETWORK CABLING SHALL TERMINATE WITHIN THIS ROOM-PROVIDE CONDUIT WHEN JANITOR " —•I AB3ot v INDEPENDENTLY OF ANY ADJACENT SPACES UNLESS PROHIBITED BY CODE. NECESSARY,PROVIDE CONDUIT THROUGH ALL INSULATED WALLS AND HORIZONTAL -- PATHWAYS FOR ALL LOW-VOLTAGE NETWORK CABLING AS INDICATED ON m 1 t WATER,GAS SERVICE CONNECTIONS TO BARTELL SPACE SHALL BE LOCATED ELECTRICAL ASSIGNMENT.COORDINATE WITH BARTELL ASREQT I n 0 WITHIN UTILITY AREA WHEN AT ALL POSSIBLE.ALL OTHER LOCATIONS SHALL BE u 1 c 15 APPROVED BY BARTELL,UTILITY SHUT-OFFS SHALL BE LOCATED TO BE EASILY 53 PASS-THRU PER BARTELL SPEC,ENSURE WALL FRAMING CAN ACCOMMODATE n as o i _ A4 SF SUMMARY GFE SUMMARY `ui 0 _ IDENTIFIABLEAND ACCESSIBLE AND APPROVED BY BARTELL. EQUIPMENT INSTALLATION INCLUDING WALL DEPTH REQ'S. e' 1 \ a-aol U AIR GAP AROUND COOLER BOX TO BE 3"WHEN POSSIBLE.2"MINIMUM AT FREEZER,1" PROVIDE SPACE FOR EXCLUSIVE USE OF TWO(2)DUMPSTERS(1-4YD AND 1-3YD)AND I _ ))I COOLERS WALL 0 16 MINIMUM AT COOLER,OR PER MANUFACTURER'S SPECIFICATION,WHICHEVER IS 55 COMPOST CONTAINER WHEN CODE REQ D SPACE SHALL BE SECURED AND LOCKING " - y S! ``"I• SALES FLOOR COOLER ' GREATER. COORDINATE ACCESS WITH WASTE COLLECTION PROVIDER AND BARTELL ---7- I s I ______ PHARMACY FRONT WALK-IN COOLER AND FREEZER PACKAGE BY G.C.PER BARTELL SPECIFICATION. ALL ROOMS WHICH DO NOT EXTEND TO STRUCTURE WITHIN OR ADJOINING I I y I CARE CLINIC 4-WAYS a 17 VERIFY REMOTE COOLING REDS BACK-OF-HOUSE AREAS SHALL HAVE A PLYWOOD LID INSTALLED ON TOP OF THE tMAKI I ° ° 3 FRONT END TTL BACK i - BA 57 ROOM TO ALLOWTHE SPACE TO BE UTILIZED FOR STORAGE AND SHALL BE 57047 I 1 PIX PLUS - m EGRESS DOOR WITH POWERED,ALARMED BAR CONTROL LOCK PER BARTELL SUPPORT CHECKOUT r ACCESSIBLE TO THE BOH ROOM.PROVIDE ACCESS,RAILINGS,ETC.PER CODE. � ------ - -0 SPECIFICATION.ALL WIRING TO BE CONCEALED WITHIN WALUFRAME.PROVIDE LOCATE ANY M.E.P.TO REDUCE IMPACT ON STORAGE SPACE WHEN POSSIBLE, r'M . — PROVIDETx48"STAINLE I 7 i STORAGE 00 18 VEROFYIW WITH BARTELL. PROVIDE CEILING SPACE FOR LOW-VOLTAGE ALARM CONTACTS, PROM E TA8"L STAINLESS STEEL CORNSRS AND GUARDS ADDITIONAL L TELL SPEC ALL 1 ® 4 x-0 0`L— 5' BACK END TTL TOTAL GFE ^' SUBFLOORT0BEPREPAREDTOLEVELWITHIN118EVERYI0.0"INANYDIRECTION 58 CT'------- -------- ----- TOTAL SF ENDS WALL FINISH PLAN.OTHER SIZE MAY BE REQ'D TO INSTALL FROM TOP OF BASE TO s PER BARTELL SPEC SALES ❑ BEIGES 48"AFF OR BELOW CHAIR-RAIL OR OTHER TRIMS. I ss I I 0 20 P-LAM WAINSCOT PER BARTELL SPEC.SEE WALL FINISH PLAN. ELECTR TO 6.0"AFF PER BARTELL SPEC. I I — Asel A—tot COLUMNS SHALL RECEIVE STAINLESS STEEL WRAP TELEC M': 35 TOP OF WRAP SHALL HAVE SLIGHTLY CANTED 3132"INWARD CANTED BRAKE FORM TO NOTE: PAIR DOUBLE-ACTING SWING DOORS[E,515]WITHIN 5'-0"x T•0"NET OPENING PER WRAP COLUMN SNUGLY.TOP LAYER OF SEAM FOLD SHALL BE CANTED SIMILARLY. A2 �+ 21 BARTELL SPEC OR 1-SINGLE DOUBLE-ACTING SWING DOOR WITHIN 3'-0"x T-0"NET 59 WRAP SHALL FOLLOW COLUMN FORM SNUGLY INCLUDING ANY CHAMFERED J, ASSIGNMENT DRAWINGS TO CONVEY INTENT OF OPENING AS INDICATED ON FLOOR PLAN.SEE DOOR SCHEDULE AND BARTELL SPEC, CORNERS.CAULK TOP OF WRAP TO PRESENT SMOOTH FINISHED SURFACE.ORIENT DESIGN ONLY v FOR ADDITIONAL HARDWARE REQ'S. SEAM TOWARDS FIXTURES.NOT AISLE SIDE-VERIFY WITH FIXTURE PLAN AND I , c V-0"PLYWOOD WAINSCOT TO EXTEND FROM TOP OF BASE AROUND ENTIRE BARTELL PRIOR TO INSTALLATION. I n"' FIXTURE PLAN SUBJECT TO CHANGE-CASEWORK rn 23 PERIMETER OF ROOM EXCEPT ABOVE DOORS OR WHERE WALLS ARE CONCRETE OR I AND FIXTURE ELEMENTS SHOWN ON FLOOR PLAN FLOOR KNOCKOUTS AND CONDUIT EMBEDDED WITHIN SLAB TO CONDUIT IN WALL WHICH INCLUDE ELECTRICAL AND/OR PLUMBING MASONRY CONSTRUCTION.SEE WALL FINISH PLAN. STUBBED TO ACCESSIBLE CEILING SPACE.SEE ELECTRICAL PLAN AND BARTELL Y 6'-0"x T-TH MOTOR OPERATED,INSULATED OVERHEAD ROLLING COILING SERVICE 60 SPEC.FOR DETAILED REQ'S. j ------ ELEMENTS RECEIVE NO SIGNIFICANT CHANGES __-- UNLESS ABSOLUTELY NECESSARY-CHANGES TO DOOR IN GALVANIZED STEEL.VERIFY SIZE INDICATED ON PLAN AND SCHEDULE 7'-4"H COLUMN LOCATION IF REQ'D BY[331 OMIT WHEN NOT REQ'D. II PLANNED INFRASTRUCTURE(MEP,ETC.)ARE NOT a 25 MOTOR OPERATION.PROVIDE HAND CHAIN CLIP LOCK ANGLE BOTTOMBATTO 61 GENERAL FLOOR PLAN NOTES WALF<-� - s ANTICIPATED. m ABILITY,DOOR SHALL HAVE ELECTRIC AND DOORS OK TO FIT BLOCK MODULE.DOOR TO PROVIDE CHAIN HOIST IN ADDITIONKEYED 1 3 r 6" i'6" T s" s T B -1'6 7.8" s —f— I�` i 4 SLIDE-BOLT FOR PADLOCK LOCKING ABILI 6 m N OPERATION.KEY CONTROLS TO ACCEPT"BEST"COMPATIBLE CORE.INSTALL DRIP ® ------ -- - - ASSIGNMENT DRAWINGS TO CONVEY INTENT OF DESIGN ONLY.ARCHITECT TO j z ❑ i. o STRIP OVER OPENING AT EXTERIOR AS NEEDED,SEE BARTELL SPECIFICATION FOR VERIFY ALL ASPECTS OF DESIGN FOR CODE COMPLIANCE,STRUCTURAL INTEGRITY, s n DETAILS,WHEN DOOR IS INSTALLED ON UNCONDITIONED INTERIOR UTILITY/GARAGE I DRAWING INFORMATION'. N AREA IT SHALL NOT BE INSULATED UNLESS REDOBY CODE. A CONSTRUCTABILITY,AND COST EFFECTIVENESS,MODIFICATIONS TO DESIGN TO BE APPROVED BY BARTELL.ALERT BARTELL TO CONFLICTS IN PLUMBING,ELECTRICAL, B4 DRAWING TRACKING INFORMATION: AT-GRADE LOADING AREA AND OVERHEAD WEATHER PROTECTION PER BARTELL HVAC,MEP,STRUCTURAL,ETC,AS SOON AS POSSIBLE IN THE DESIGN PROCESS. y. INCLUDING ANY CONCRETE BUMPERS OR RETAINING WALLS,PROVIDE A 1'.O`WIDE NOT FIXTURE ON PLANS SUBJECT TO CHANGE.CASEWORK AND FIXTURE ELEMENTS ELECTRICAL AND/OR PLUMBING SHALL RECEIVE NO I A 3a MARK DATE DESCRIPTION SPECIFICATION.LOADING DOCK DRIVEWAY SHALL BE A MINIMUM l l'-0"WIDE — EE 1.0 HIGH CONCRETE CURB ON BOTH SIDES OF THE LOADING DRIVEWAY TO SIGNIFICANT CHANGES UNLESS ABSOLUTELY NECESSARY ANTICIPATED. TO PLANNED i 2017 0518 DRAFT FOR REVIEW APRON ANDALL ACCESS POINTS INCLUDING DOOR(S)NAND OVERHEAD r�" s-s^ s s" zo c_—_ -0^ s-s r-tgv 2017 0519 ISSUED FOR ASSIGNMENT x 26 B 1 ® : ___ ---- ---- _ _. ..... _. - _- 1 2017.06.23 BARTELL EDG UPDATES c STRUCTURE($),MINIMIZE SLOPE,AVOID CROSS SLOPE CONDITIONS WHEN POSSIBLE. MECHANICAL IS TYPICALLY BIDDER DESIGN,ARCHITECT TO ENSURE ADEQUATE [� SEE BARTELL SPEC FOR DETAILED SLOPE REQ'S. SPACE FORALL MECHANICAL AND REFRIGERATION EQUIPMENT DUCTING,AND 0s REQUIRED CLEARANCES.PROVIDE POWER AND ALL ELEMENTS REQUIRED FOR .5 SERVICE SINK(3-COMPARTMENT,MOP,HAND,OR OTHER AS INDICATED ON PLAN) Ii COMPLETE AND FINAL INSTALLATION INCLUDING ANY REMOTE EQUIPMENT-NOTE AND FRP WAINSCOT PER BARTELL SPEC.SINK,ACCESSORIES,CONNECTIONS BY G.C. � s/ 27 VERIFY EQUIPMENT WITH BARTELL IF NOT SPECIFIED.SEE EQUIPMENT/PLUMBING C REMOTE EQUIPMENT LOCATIONS MAY NOT BE SHOWN ON PLANS.ANY EQUIPMENT ( 1 LOCATED OVER THE SALES FLOOR SHALL ALLOW SPACE FOR ACT GRID AT 12'-T AFT 13'N ° Tt b s o 5 SCHEDULE S AND WALL FINISH PLAN � OR OTHER HEIGHT AS SHOWN ON RCP AND SUFFICIENT SPACE FOR LIGHTING, o MANUAL GRILLEIGATE PER BARTELL SPEC.MINIMIZE FLOOR STRIKES AND DUCTING,AND ANY OTHER CEILING ELEMENT BARTELL SHALL NOT BE RESPONSIBLE ° i� I COORDINATE/VERIFY LOCATION WITH BARTELL.VERIFY STACKING DEPTH REQ'D FOR CHANGES TO BUILDING DESIGN NEEDED TO ACCOMMODATE BARTELL a w ------ \\ II i N q1 BASED ON FINAL GATE CONFIGURATION ALL LOCKS SHALLBEBESTCORE EQUIPMENT.SEE BARTELL SPEC.FOR HVACREQ'S. e I N LJ ce.. 0 Eme ------� DRAWN BY NRL J COMPATIBLE PROVIDE EMERGENCY EXIT WHEN REQ D BY CODE PROVIDE WALL �— — ARCHITECTANDCONTRACTORSHALLENSUREALLSINKSANDWETEQUIPMENTARE t r.. 1 5 PLOT BY NRL o STRIKE,FLOATING END,POCKET DOOR,AND ALL OTHER ELEMENTS REQ D FOR : A cc PLUMBED TO MEET CODE(S)INCLUDING REQ'S FOR SOLID-AND/OR I PLOT DATE 2017.06.28 COMPLETE AND FINAL INSTALLATION. GREASE-INTERCEPTORS.ALL INTERCEPTORS TO BE DESIGNED TO THE MINIMUM SIZE __ c _y L-------------------------- / J�m tom 32 CODE REGULATIONC i v PROVIDE SECURE PHARMACY PER BARTELL SPEC.AND ANY APPLICABLE PHARMACY NECESSARY AS REQ'D BY CODE.WHEN SLAB-ON-GRADE CONDITIONS APPLY THE EXIT S) SYSTEM DESIGN SHALL INCLUDE UNDER-COUNTER TYPE F cr SOFFITED OPENING WITH GRILLE/GATE.INCLUDE ALL RED D STRUCTURAL ELEMENTS p UNITS WHEN NECESSARY)FAVORED OVER LARGER MODELS THAT MUST BE BURIED EXIT DRAWING TITLE: FOR GRILLEIGATE.WHEN OVERHEAD MOTORIZED GRILLE IS USED ENSURE MOTOR UNDER-SLAB ALL INTERCEPTOR SYSTEM DESIGNS SHALL ACCOMMODATE AIR-GAP of fii-J FLOOR PLAN AND COIL ARE INSTALLED ON SECURE SIDE OF THE PHARMACY AND PROVIDE REQ'S PER HEALTH CODE,ARCHITECT SHALL INVESTIGATE APPLICABLE REQ'S AS VESTIBULE ¢ SOON AS POSSIBLE IN THE SCOPE OF THE PROJECT AND BARTELL SHALL BE 100 ASSIGNMENT .c ACCESS ABOVE ADJACENT CEILING GRID ON THE PHARMACY SIDE ONLY,SALES o FLOOR SIDE OF SOFFIT SHALL NOT BE ACCESSIBLE.SEE ELEVATIONS,SECTIONS, 33 NOTIFIED IF THESE REDS CANNOT BE MET.ALL SYSTEM DESIGNS AND EQUIPMENT -- - ________ c BARTELL SPEC,FOR DETAILED REQ'S.COORDINATE ANY CASEWORK CLEARANCE SELECTION SHALL BE APPROVED BY BARTELL �- 6 AND INSTALLATION WITH BARTELL, ARCHITECT AND CONTRACTOR SHALL ENSURE WATER SERVICE IS OF ADEQUATE 7 DRAWING NUMBER: E SIZE TO SUPPLY ALL WATER NEEDS PER APPLICABLE CODE($),BARTELL WATER SHALL BE METERED SEPARATELY FROM ALL OTHER TENANTS,SEE BARTELL SPEC. c - FIRST FLOOR PLAN C SCALE: 1/8"=7' R n 3 4 5 6 d C ° 1 2 3 4 5 6 ELL - ---- T p F o Kv M 0RIZED OVERHEAD )ILING GRILLE a F BARTELL SPEC.PROVIDE _ EG' NOTES K OPERAEDS, r -RELECTRICr FA{ NO:LOOR-ORCOUNTER-STRIKES O NON-SLIPS CES ED F: � 1GS STEM PER BARTELL SPECIFICATION OR PERMITTED ' LSAND r--------� sF Y rE 1Ti-DALLLO"KIN 4E�HAP'ISM ,IE lu(.KAGIANSTSIDEWAL BUILDING STANDARDS t S AS ( D BY BARTELL DES A HEN AT PHAR CY ENSURE LOCKINGMECHANISM IS ACESSBLE FROM V c? -- HIN THE PHARMACY v Ell POSSIBLE .L IL BAY REQUIRE OFF CENTER LOCK T€LEn iiNC3 VIA.,, ON WELL SINCE 1890 REFRIGERATION ECI DT BY G.0 VERIFY POCIER REDS PER ELECTRICAL PLAN r PL, EMENT ALL LOCK i CIEANISKIS TO L BEST CORECOMPATIBLE INCLUDING ; CONTACT INFORMATION: c AND MANUFACTURER Sr TICATION.VERIFY REMOTE COOLING REDS.PROVIDE ALL o o a P;Y 34 KEY SWITCH.ENSURE MANUAL RELEASE CHAIN IS ACCESSIBLE AND OPERABLE FROM _ v TEGI INCLUDING ER tODAT REMOTE LOCATION BARTELL WILL EXTEND THIN THE SECURED AR A THOUT UNDUE WORK OR EFFORT OR INTERFERENCE. SPRINK. www.bartelldrugs.com CORPORATE OFFICE ° - I M STRUCTURAL OR N FI<IE 5 SEE 8-".TELL SPEC FOR DETAILED RISER Q NA IONA FRI N�`tI EPA i CABLE G C TO U ri N A4 IRUCTURAL ELEMENTS FOR SUSPENDED RED RM- ------, p.2067632626 4025 DELRIDGE WAY SW STE 400 AND a I L A__REQ D S G ) f.206.763:2062 SEATTLE WA 98106 ° REQ'S ARCHITECT TO VERI CLEARANCES ktl,�r 4 L'OTORiS,ADJACENT , AND CAN LEVERED CEILING ELEMENTS GETTING ELEMENTS BY BARTELL. INSTAEI- N BY BARTELL ELECTRICAL CONNECTIONS AND STRUCTURAL COORDINATE ANRILLE(S)AND ANY APPLIC .'E CODES)TH BL._ELL PRIOR TOC O SS RUC'S.AND HARD LID AREA Se 'COORDINATE ANY PLAN ADaUSTMENTS�!TH BARTELL rROR TO CONSTRUCTION. OPEN TO .� ELEMEN IS BY o C VERIFY . BELOW � BOB EDWARDS SINK FAjCFT ACC=SSCRES AND F-ULlbiNG COivNECTiONS BY G.C.IN 3 o ELECTRICAL AND LOW-VOLTAGE WIRING SHALL FEED THROUGH SLAB,WALL,OR DIRECTOR,STORE DEVELOPMENT CASEWORKF,X URE BY BARTEL_VERIFY SPECIFICATION WITH I nv JE R-POLE AS NDICATED ON PLAh10 BASE OF CASE VORK FIXTURE BY s p 206.767.1182 bobe@baqelldrugs.com PLCUBINGEQUIPMENT SCHEG �ES AND BARTELL SPECS VERIFY LOCATION PRIOR TO --_._ 35 7 N,ti -a F ✓I HARD LID AREA EXIT ROUGH-IN AND COORDINATE IN TALLATION WITH BARTELL BARTELL.VERIFY LOCATION WITH BAR ELL INAL CONNECTIONS TO BE COMPLETED BY G C-COORDIN•T l IL., E nT^v T BART'TELL SEE BARTELL SPEC.FOR REQ'S. PROJECT INFORMATION: 11 SINK,FAUCET,ACCESSORIES h,DPLUMBINGCONNEC ONSBYG.C.IN f ------ J a 7 CASEWORKIFIXTURE BY ERIFY SPECIE C1 T IOWES i,,PLUAIBING(EQUIPMENT LOCATION INFORMATION: 7 DUTCH DOOR-3'-0"x T-0 1 34'SOLID U UTCH'DOOR 8"SHELF MAY BE SCHEDULES AND BARTEI TOPE VERIFY LOCAT K BY ON PRIOR PER TO ROLL SPECIFICATION 31 RED' VERIFY DETAILS AND HARD'JVARE i� r.OR SCHEDULE. 74 �i PROViDEBLOCKINGWITHINWALLATFIXTJR-- ND,,ASEWORK. , 3 p ENSURE a `R ELGORING INSTALLATION WILLACCOMMODATE SLOPE RFQS 3� °� 204TH ST NE&HWY9 ° O FOE PJE RE 0„EAA TO ANY FLOOR DRAIN.VERIFY LOCATION WITH ;`_L -- --- -- ARLINGTON WA 98223 PRIOR TO ROUGH IN 43 _ n c D,TANK�iITHIN THIS ROOM.A RNnT E LOOS MUST BE APPROVED BY BARTELL 2 ARLINGTON a SINK FAUCET ACON�' tS AND CASIFSORKIFIXTUREBYBARTELL BONNE�10NS — ---- o BY G C VERIFY LOCATION PRIOR TO ROUGH-IN AND COORDINATE NSTALL,-,,, kREQUIRED R CONTROLLED WATER HEATER PER BARTELL SPEC.RECIRCULATING SYSTEM o WITH BARTELL - 44 rc_ 'D BY CODE EX o PLJ?!Ei,G FIXTURE SINK TOILET,REGO ACCESSORIES,ETC.AND PLUMBING IDE BLOCKING AT a AL X URE AND LOCKR LOCATION(S)I. PROJECT DESCRIPTION: CONNECTIONSBYG.( VERIFY 47 Ir LB-OCKINGSH -BE r'vLr_ �EG V / -----� SPECIFICATION WITH PLUMBINGIEQUIPMENT oo SCHEDu E AND BARTELL SPEC,VERIFY LOCATION PRIOR TO ROUGH-IN. PROVIDE MA EL CLEAR OCR ARF P r - OMM.EQUIPMENT NO OTHER i° 3 CASEWORK OR RATI,RE BY G.C. G.0 INSTALLED EQUIPMENT 0 �7 LI:TIES SHALL BE PERMITTED TO EXTEND OVER N E V V STORE THIS SPACE BELOW 12'-0 AFF RED D ACCESS CLEARANCES FOR OTHER USES AND - - DOOR SWINGS MAY OVERLAP(2)-VDJACENT SIDES GF THIS SPACE BYA MAXIMUM 30". WH ry FIRE SPRINKLER RISER LOCAL 0`k RISER TO 8E 6'dITHA UTILITY"AREA Cl IT ATALL p2,ROOM WITH NO OTHER USES MEETS THIS REQUIREMENT.ALL LOW-VOLT o 14 POSSIBLEU.O.N.ORASREQDO1BuLLINGDESIGNORCODEANDAPPROVEDBY 0 ROOM B NG T-:e'TERr10."'n AFOOIX-PROVIDECONDUITWHEN °i ASSIGNMENT DRAWINGS d BARTELL BARTELL SPACE SHP_ E On AN ISOLATED SYSTEM ACTIVATED :,NECESSARY PROVIDE CONDUIT THROu L-AL, NSULATED WALLS AND HORIZONTAL °I v INDEPENDENTLY OF ANY ADJACENT SPACES UNLESS PROHIBITED BY CODE. rn -- -- -- -- - PATHWAYS FOR ALL LOW v.,L"AGE NE FK OtiBE NG AS INDICATED ON WATER GAS SERVICE CONNECTIONS;10 BARTELL SPACE SHALL BE LOCATED ELECTRICAL ASSIGNMENT COORDINATE','AT n BARTELL AS REBID. w WITHIN UTILITY AREA WHEN ATALIROSSI9_E ALL OTHER LOCATIONS SkAllBE HARD LID AREA s APPROVED BY BARTELL UTILITY S'HTT Or.S)SHALL BE LOCATED TO�E EASILY er SF SUMMARY GFE SUMMARY m PASS-THRU PER BARTELL SPEC ENSURE IvALL FRAMING CAN ACCOMMODATE x' IDENTIFIABLE AND ACCESSIBLE AND APPROVED BY BARTELL. 53 __ "P AROUND COOLER X O. s sdHEN POSSIBLE.2"MlNlty ZE2,1" J EQUIPMENT INSTALLATION INCLUDING I L EF;v'H REQ'S. - COOLERS WALL 16 -_ o MhMuklAT COOLER,OR PER TANLFAC:6P0S SPECIFICATION WHIUnEERIS SALES FLOOR COOLER ---- __ __ PHARMACY FRONT GREATE _ - -J CARE CLINIC 4-WAYS � PROVIDE SPACE FOR EXCLUSIVE USE OF TWO(2,DUMPSTERS(1-4YD AND 1-3YD)AND a WALK-IN C ER AND FREEZER PACKAGE BY G.C.PER BARTELL SPECIFICATION, C,C, COMPOST CONTAINER WHEN CODE REQ L S° CE {ALL BE SECURED AND LOCKING OPEN TO FRONT END TTL BACK 17 VERIFY"REMO E COOLING REQ S 55 COORDINATE ACCESS WITH WASTE COLLECTION PROVIDER AND BARTELL. BELOW ° �/ 3 FIX PLUS m EGAESS BOO Rt I'U: R E CALARI R C ONTRQL LOG K PER BAR TELL SUPPORT CHECKOUT ~ SPECIFICATION '•-L'.i rc N BE NCEnI-ED","JITHIN WALUFRAME PROVIDE ALL ROOMS WHICH DO NOT EXTEND TO STRUCTURE WITHIN OR ADJOINING 104 0 1p SPEC ------ g U CONDUIT TO ACCESSIBLE' 57 BACK-OF-HOUSE AREAS SHALL HAVE A PLYWOOD LE INSTALLED ON TOP OF THE STORAGE VERIFY WITH BAR'L'E ROOM TO ALLOW THE SPACE TO BE UTILIZED FOR STORAGE AND SHALL BE BACK END TTL TOTAL GFE r N SUER OOR TO BE FIR TO LEVEL V%TTHIN 1'S EVERY 10'-0 IN AN '-.ECTION A CESSIBLE TO THE BOH ROOM.PROVIDE ACCESS,RAILINGS,ETC,PER CODE. ---- � 19 TOTAL SF ENDS o PER BA _EL SPEC 'LOCATE ANY'.'E P.TO REDUCE IMPACT ON STORAGE SPACE WHEN POSSIBLE SF/GFE -- " F LAM'.„�v FLY BARTELL SPEC S .•A.'L FINISH PLAN. PROVIDE 2 A8 STAINLE S E�_L O ORN PER BARTELL SPEC ON'ALL OPEN TO 20 58 EXPOSED PUBLICAREA CORNERS AND ANY )NALLOASASINDICATEDON BELOW, o -- -- - - O WALL FINISH PLAN.OTHER SIZE MAYBE REBID O I'.STALL FROM TOP OF BASE TO 105 NOTE: -PAIR DOUBLE-ACTING SWING COORS E.151 vVITHIN F-O"x T-O'NET OPENING PER YET 48"AFF OR BELOW CHAIR Rh OR OTHER TRIB`v v ry BARTELL SPEC OR 1-SINGLE DCUBI AG ING SWING DOOR NITHIN a 0 4_T - - ASSIGNMENT DRAWINGS TO CONVEY INTENT OF 2 OPENING AS INDICATED ON FLOOR ELAN SEE DOOR SCHEDULE AND SARTLLL SPED COLUMNS SHALL RECEIVE v NLESS STEEL V R P 05-"AFF PER BARTELL SPEC. DESIGN ONLY v FOR ADDITIONAL HARDWARE REQ'S. TOP OF WRAP STALL H'VE SL SHT2T-ANTED 132 INSANE CANTED BRAKE FORM TO c 8= PLYvV00D WAINSCOT TO EXTEND FROM TOP OF BASE AROUND ENT RE '° �; FOLD SHALL BE CANTED SIMILARLY. FIXTURE PLAN SUBJECT TO CHANGE-CASEWORK E RA, COLUMN fvi L: TOP EAJr _rn 23 OR 59 WRAP SHAL FOLLOW� L7MN FORK-I r INCLUDING ANY CHAMFERED j AND FIXTURE ELEMENTS SHOWN ON FLOOR PLAN PER'�ME_R ;COMEXCEPTABOVFDOORSORWHEREWALLSARECCrNCR� MASONRY CONSTRUCTION SEE NA L FIN;Sh'DEAN. CORNERS CAULK OP OF,vIRAP TO PR c JI(,CTH FINISHED SURFACE.ORIENT WHICH INCLUDE ELECTRICAL AND/OR PLUMBING -- -- SEA'Y1 TO'r RDS F X fUR- h 4 LE 5 RIFY,'.I d FIXTURE PLAN AND ______ ELEMENTS RECEIVE NO SIGNIFICANT CHANGES 8 T'v?J H MOTGR OPERATED INSULATED OVERHEAD ROLLING COILING SERrICE UNLESS ABSOLUTELY NECESSARY-CHANGES TO BARTELLPR�ORTOINST LLS�ON- PLANNED INFRASTRUCTURE(MEP,ETC.)ARE NOT DOORS IN GALVANIZED K MODULE 700R PC uulc"4'H - c DOORSOR'RATIONPROVIDDULEFELL D SZE OPROVIDECH CHAIN TO GENERAL FLOOR PLAN NOTES �, �V TED ON PLAN AND SCH ANTICIPATED. R OCR.ANGLE BOTTOM HOIST BA - - ° G m 25 L,5''IDEBOLT FOR PADLOCK LOCKING ABIu!Y DR OR SHALL HAVE ELECTRIC,EYED ASSIGN(:1EN DRAAiING O CON CONVEY INTENT OF :;IGN GNLY.ARCHITECT TO 4 m w OPERATION KEY CONTROLS TO ACCEPT BEST"COMPATIBLE CORE INSTAL L DRIP VERIFY ALL ASPECTS OF S FOR DOLE CO P:_!ANCE STRUCTURAL INTEGRITY, o STRIP OVER OPENING AT EXTERIOR AS NEEDED.SEE BARTELL SPECIFIC",'IrO rr,)R A CONSTRUCTAB "'AN C SIGN TO BE DETAILS WHEN Cv^^vR S NSTALLED ON UNCONDITIONED INTERIOR UTILITYIGARAGE I.APPROVED BY 6ARTC..L ,LEA Br,k r;F �F S Trlri,v P: IMBINOG�ELECTRICAL, DRAWING INFORMATION: w AREA IT SHALL N,T BE NSJL ED N�_SS REQ'D BY CODE E IN THE DECIGN PROCESS, """-IN o r = 4VAC,MEP STRUG I �R,L tTC.AS SOON S POSaIH _ - E EXTURE PLAN SUBJEL.I TO CHANGE C nk CRUD FIXTURE ELEMENTS SHOWN A v AT-GRADE LOAOPvC AREA AND OVERHEAD WEATHER PROTECTION PER BARTELL DRAWING TRACKING INFORMATION: SPECIFIC ION L AS N DGCK DRIVEWAY SHALL BE A MINIMUM v �C NOT p S H INCLUDE ELECTRICAL DABING SHALL RECEIVE NO F ,I D f.IFI CANT CHANGES UNLESS ABSOLUTELI SARY-CHANGESTOPLANNED MARK DATE DESCRIPTION INCLUDINGANI NCRE IBUMPERSORRETAININGWALLS PROVIDE U'WIDEx C I E III HIGH CONCRETE CUR B ON BOTH SIDES OF THE LOADING DRIV_.VAY 10 BUILDING SYSTEMS NFEAQ1RUCTUR,AREND I L?r:CIPATED 2017.05.18 DRAFT FOR REVIEW of 26 PROTECTADJACENTARE,S .:NIMJ!B IT-0"CLEARANCE SHALL BE PROVIDED AT MECHANICAL IS TYPICALLY a FDFR DESIGN h-' '::[CT TO ENSURE ADEQUATE j ISSUED FOR ASSIGNMENT APRON AND ACCESS PO IN rS INC-DING DOOFI AND OVERHEAD SPACE FOR ALL MECHANIC NI:'REERIGERATIOI'QUIPtv1 ENT,DUCTING,ANO S T RuCTURE(S)MINIMIZE SLOPE AVOID CROSS SLOPE CONDITIONS WHEN POSSIBLE. �REQUIRED CLEARANCES PH E POV ER AND AT LEMEN I S REQUIRED FOR ° SEE BARTELL KrE rCRDETALIC LUCEEREQS I,,,,F�_ETE vCEINALINSAL_ATIvNNOLUDINUrir,IREIviOTEEQUIPMENT-NOTE i SERVICE SINK(3 C0°,, R LENT F.AC ;AND.OR OTHER AS INDICATED ON PLAN) (' REMOTE EQUIPMENT LOCATIONS MAY N RE 04 V ON PLANS.ANY EQUIPMENT ¢` 27 AND FRP WAINSCOT PER BARTELL SPEC.SINK,ACCESSORIES,CONNECTIONS BY G.C. " LCATEDOVER THE SALES FLOOR SHALL ,.S`,CE FOR ACT GRID ATI2""AFF VERIFY EQUIPMENT WITHBARTELLIF NOT SPECIFIED.SEE EQUIPMENTIPLUMBING I TOP OTHER HEIGHT AS SHOWN ON RCPi AI SUFFICIENT SPACE FOR LIGHTING, i SCHEDUL a,AND SALL FINISH PLAN DUCTING,AND ANY OTHER CEILING ELEMENT BARTELL SHALL NOT BE RESPONSIBLE 51OPEN TO o P 1 FOR CHANGES DUI-LING DESIGN NEEDED TO ACCOMMODATE BARTELL BELOW MANUAL GRILLE -Ai L E BARTELL SPEC MINIMIZE FLOOR STRIKES AND EQUIPMENT SEE SAI<`E SPEC.FOR HVAC REQ'S_ COORDINATEVERIFY�vUA CN.,ITH BARTELL VERIFY STACKING DEPTH READ 102 sr EXIT 0 -A' HITC IANDGONTRAGTORSHALLENSUREALL KS AND WET EQUIPMENT ARE - N 31 COMPATASED OIIBLE PROVIDE EAL GATE MNI ERGENCY OXI P..IIENLL LOCKS EQ D BY CODE.PROVIDE WALL I PLUMBED TO MEET CUBE S,INCLUDING RE n OLID-ANDtOR _.__ DRAWN BY NRL r CREASE-INTERCEPTORS A L NTERCEPTO< TO 3i DESIGNED TO THE MINIMUM SIZE "P § 5 PLOT BY NRL o STRIKE TING_ND PG r FT DOOR,AND ALL OTHER ELEMENTS REQ'D FOR r it -- - --- -- COh1PLEiEA,- Itw-. (INSTAL ION ECESSARYASREO'DBYC uEVVHENS�J,BO.75ADECONDITIONSAPPLYTHE / E PLOT DATE 2017.05.18 SYSTEM DESIGN SHALL VC LF NDFft CENTER"Y'PE MODELS(WITH MULTIPLE - ai PROVIDE SECURE PHA"?n„`L PER S�',RTELL SPEC.AND ANY APPLICABLE:-HAR""7AGY r v� 32 D IUM1JTSVdhE DEC-E 'ANY rA LO0 ER LANCER MODELS THAT M UST BE BURIED r. EXIT rI CODE c UNDER-SLAB ALL MM,O DATE AlR-GAP - E EXIT REF vR Sri 1 D SIGNS,;HALL-,GOO E = SOFFITED OPEN ING'ISTN L G TE INCLUDE REGIS PER HEALTH�;'F .,,RCHr,TEOT N41'.IN ESTIGATEAPPLICABLcREQ'SAS L------------------`- iJ 01 i.� i DRAWING TITLE FOR GRIH IEGA E vv7E OVERHEAD MOTORIZED MOTOR a I FLOOR PLAN rE SOON AS POSSIBLE IN THE SCC OF �R CT AND BARTELL SHALL BE VESTIBULE a AND COILr cE INSTALLED r a SECURE S E OF rn PHARMACY AND PROVIDE NO SF,-ED IF THESE REQ S CANING:BF F .1 YSTEM DESIGNS AND EQUIPMENT 100 ASSIGNMENT 33 �, ACCESS ABOVE ADJACEN Gc LING GRID 0 HE rIARMACY SIDE..^,NAY SALES SELECTION SHALL BE APPROVED BY B P I r $ FLOOR SIDE OF SOFFIT ShA L,O?BE ACCESS aLE SEE ELEVATIONS,SECTIONS, ARCHITECT AND CONTRACTOR SHALL Et L-_____ _ y ATERSERVICEISOFADEQUATE /� -- ----- --.---- 6 BAR TELL SPEC FOR DETAILED RED'S COORDINATE ANY CASEWORK CLEARANCE E SIZE TO SLPP Y nL A R NEEDS PER PP BLE CODE(S).BARTELL WATER / AND INS ION WI tARTELL DRAWING NUMBER: SHALL BE METERED SEPER, eLY FRO 1 r TER TENANTS.SEE BARTELL SPEC. v i c HARD LID STORAGE AREAS - PLANA� l 02 c. A2 SCALE: Y/a"=t' Nf 1 L a` c LL 1 2 3 4 5 6 O 1 2 3 4 5 6 c Er � A C D F 4 n ------------ w TREATING'WASHINGTON WELL SINCE 1890 0 0 �� ae�cz,� , RMATION: �'�rrrrrrrrrrriT rr 12/19 ae/9 a8/t948/19 QI SPRINK.RMOV RETUBN www.badelldrugs.com CORPORATE OFFICEs ------�4 / p.206.763.2626 4025 DELRIDGE WAY SW STE 40GENERAL I IXTURE PLAN NOTESiEI Q r i f.206.763.2062 SEATTLE WA 98106 AS,.. PENT DRAWINGS TO CONVEY INTENT OF DESIGN ONLY xn0 !ELT TO I E VERIFY ALL ASPECTS OF DESIGN FOR CODE COMPLIANCE,STRUCTUI 1LNTEGRITY, I �HA#MACY 1z exransaeL s E 3oz f o A CONSTRUCTABILITY,AND COST EFFECTIVENESS.MODIFICATIONS TO, ,IGN TO BE bt/e o BOB EDWARDS ¢ APPROVED 8Y BARTELL.ALERT BARTELL TO CONFLICTS IN PLUMBING _ECTRICAL, '� �� z r°, STORAGE DIRECTOR STORE DEVELOPMENT o AC MEP STRUCTURAL,URAL,ETC AS SOON A POSSIBLE IN THE DE IGr. TOCESS T "` 113 EXIT p.206767.1�182 bobe@barfelldrugs.com wu a GUNS 3 c FIXrT RE PLAN SU LE2TTO CHANGE.CASE IIORK„ND Fix'' M N_S SHOWN a0 p ON SVHIuH INCLUDE ELECTRICAL AN ER PLUMBING SHALL- -VENO �� zza ------� PROJECT INFORMATION: D _ ry "\_ _1 �USREGGo a1 NFICPIti'TCHANGESUNLESSABSOLUTELYNECESSARY Chn: LSTOPLANNED A, �Ti __ oa HooKs LOCATION INFORMATION: w ITE aonRI .ac E RE t BL I�wNC SYSTEMS INFRASTRUCTURE ARE NOT ANTICIPATEDARCHITECT Nu UNTRACTORS L'E -'UREALLSINKSANDVVET ,:.:DMENTARE §mow -Ory TI ------ m r �MBEDTOM E CODETS'INCLUDING-EQGFORSOLID AND __ PICK-UP _ 11 „rEASE-INTERCE✓TORS ALL INTERCEPTORS TO BE DESIGNED TO T IE"NIMUM SIZE �� LJ�'I r" � I E 51S 204TH ST NE 8 HWY9 c - - --' '-., �- ° ARLINGTONWA98223 A N-GRADECONUIT.N PLY TFit I _ _ m h SSAR AS REQ D B.CODE ,',HEN B > - a 74 SYSTE,DESIGN SHALL INCLUDE UNDER N ER TYPE fdOGELS°:%JIT:v:MULTIPLE r �� m „,,,. "._„ �J ! - I�:, 1 T II �z II 1 l 1 I i III��% �I 48/l9 4/19 ,48/l9 •\. ':, 46/19 48/19 48/19 48/19 48/19 46/19 48/19 48/19 ARLINIJTON C UNITS HE. vct,ESSARY}FAVORED OVER :rcG,dMODELSTHNTi. STBEBURIED Care09nlc i y L J __�L__-__ �L / - - x UNDErc-.LAE ALL INTERCEPTOR SYSTEM DESIGNS SHH L ACCOMiEM0„ E AIR-GAP Ai �.�•_._. - EXIT REESS PER HEAL,,H CODE.ARCHITECT SHALL INVESTIGATE PPLiCAE IEQ'SAS A-404 0" PROJECT DESCRIPTION GS JN AS POSSIBLE IN THE SCOPE OF THE PROJECT AND BARTELL SN BE ( — 5�K ~ ,�T � !' a� . .P Im ; � I Im T 1m I 1: 1 � a/s m/s z is E A/sp°FIED IF THESE REQ'S CANNOT BE MEf.ALL SYSTEM DESIGNS AND EQUIPMENT �, a/s a/s a/s za/s ��/s SELECTION SHALL BE APPROVED BY BARTELL W QNls�x ,. N E I NEW STORE O 36... .-�rouN i25 8/6.:-_ A 1 14,618 T> T �> m a I> 1 I 4 6 o I m Im h Ih IIm Tm I\ -.. _ m 11\ o KEY NOTES JANITOR oI i p _ a 1 m REFRIGERATION EQUIPMENT By G.C.VERIFY POWER REQ S PER ELECTRICAL PLAN I I P 1 P m 1 h 1 1m ' 15 AN F TURER E IFICAT10N'ERFYREM0 � � a PROVIDEALL ; D � � � I �� p I m � ASSIGNMENT DRAWINGS 2 ¢ r.n r 1 3a' 11z• is i1 . T. t c T-.TE,1 I�,�LU Wb PONEH REG D HT REh. r LOCH T SON HT�TELL WILL EXTEND m ' m m T h P T� � � I E N I L ING',NHEN AVAILABLE A e,04 I o 1 � q A E.201 SF SUMMARY GFE SUMMARY -tm R rP RA -,N EQUIPMENT BY BARTELL VERIFY POWER REQ'S PER ELECTRICAL _ m o T _ c 3 r} PAN/ t fn `dUFACTURER SPECIFICATION.VERIFY REMOTE COOLING REQ'S. �\ PI.� COOLERS WALL PROVIDE A'LL ITEMS INCLUDING POWER REQ'D AT REMOTE LOCATION. — m I' I o m m m T I SALES FLOOR COOLER . m I I: 1 h I 1. 1 IE _i I , I Inrmmm m fi------J PHARMACY FRONT RE RIGERATION EQUIPMENTBY BARTELL.NEMA 5-15 RECEPTACLE ON DEDICATED I p1 I r AI. m i.,-im r A m CARE CLINIC 4-WAYS 4 B4O4 Q �I s vs 2 t/s t/s z t/s us ,z1 us u M m FRONT ENDTTL BACKFC"UIT REQD.NO REMOTE COOLING REO'S 3 ❑Io ❑ ❑ [/s f BA PLUS zzRIX ' SUPPORT - CHECKOUT o CASEWORK FIXTURE OR EQUIPMENT BY BARTELL,VERIFY ELECTRICAL REQ'SWITH I 'I STORAGE CTRICALPRNTANDEQUIPMENTSCHEDULE. - ❑- --❑ ❑ --❑ --❑ - ❑ --� --0 --- BACKENDTTL TOTAL GFE 12 I ,�E P 12 1z� 12 tz� 1z OLHSALES 12 tz 12. 12 M I 0 13 CnouJORK OR FIXTURE BY G.C. I ALE m TOTAL SIF ENDS --- ELECTRICAL ---. --_- _- <I¢ � i SF/GFE o AIR GF '.vJND COOLER BOX TO BE 3' MEN POSSIBLE c MIN:"UM AT FREEZER,.1" A B�4 -I TELEC MM/- �I r 16i >/s a/s zz/Ee z/se 2z/s , o MINI'I I.AT COOLER,OR PER MANUFACTURER'S SPECIFICATION ;%HCIHEVER IS � ( � � s z/9 a/se I� 12 1r 12 I� R2 �- ' 12 " 12 12'- .�..�..� m I III �. 6kR T rP�MOTE COOLING REOE PACKAGE:,',G.C.PER BARTELL SPEC�!� 12 CT 2 I� z � I � � � � ASSIGNMENT DRAWINGS TO CONVEY INTENT OF � � P' ATION ❑h 1 ❑m T ❑h � u W m - -- DESIGN ONLY BAT ER LOCATION EQUIPMENT BY BARTELL DRUGS PO ER AND CO TIONS BY p 11 W r c C YvLUD NG BREAKER,SHUT-OFF,LOCKOUT,AND C rt 'iPh AS REQ'D P Tp' �� - f FIXTURE PLAN SUBJECT TO CHANGE-CASEWORK 9 W m 11 r AND FIXTURE ELEMENTS SHOWN ON FLOOR PLAN q r CALF S -BARTELLSPECFORDETAI r S USPO'.NEr 0 N ,,ALL AND 24 F T I- 1 P �I j WHICH INCLUDE ELECTRICAL AND/OR PLUMBING ¢ USE E,X,l a AS REQ'D BY MANUFACTU R AND'OR CODE TO CONNECT P Q G ------J ELEMENTS RECEIVE NO SIGNIFICANT CHANGES UNLESS ABSOLUTELY NECESSARY-CHANGES TO o QJ a CAT 0 ATE POWER CONTROL D REQ D BY CODE. E - WALK-INS A 1 p T 1�, °Ir L' ------ PLANNED INFRASTRUCTURE(MEP,ETC.)ARE NOT c AGE WIRING BHA[ E ! THROUGH SLAB WALL,OR _ � 1m I PoCALHN OW VOLT ¢ Oo3 m ANTICIPATED. 35 BHrc E-P ER FY tD 0 TH BARTEL FINAL CO Jt [IONS TOBE COMPLETED �, C�Sr uRK �i �BT b� "OAKDINATE INSIH .ION JWTn 34RTEEE.aEc r 'LSPEC.FOR REQ'S. 4 Im m _ elos - - L 10e o -10z r; e toe j l REFERENCE EQUIPMENT SCHEDULE 02t617 sl t/s t/s s s �r` ,E �,/5E DRAWING INFORMATION: N 12 (1 6I/SE RE ER TO E"UIPMEN SCHEDULE SHEET n T ,-La FOR DETAILED SEC S E) m ' DRAWING TRACKING INFORMATION: -- NO EQUIPMENT BRAND MODEL 2 2 It MARK DATE DESCRIPTION E _ I ❑ ?' m 20170518 DRAFT FOR REVIEW -- --- -- - Tf-� .h Gr 12 c qp WALK-IN Erc REACH-IN COOLER OR VARIES VER rY PREFERRED: VARIES,VERIFY x n CB zo ^ m'I 2017 0519 ISSUED FOR ASSIGNMENT E.104 FREEZER H RDIOTE COOLING CRO4!T --_.-- oa1--- �ae/]e •aele �j�-- -_TAB 4e/16,75/16 - ---. _ _- ---. ¢ _ _ '1 1 1 1 20170623 EDG UPDATES E.1�5 GON ao,"9ANN. c � -ircGErcv CR REMOTE COOLER RUSSELL RL0315M44 �'" � --"� �� . p I - o +SOR waeE Klosrcs ` /}/` -1-F-GERATION-COOLER �;?USSELL - AA28-1348 Q E.1 UU �EV,APOrNT 1P I 48/16 48/16 48/16 E I IREFRIGE )N-REMOTE FREEZER RUSSELL RL050OL44 I UTGI c n i IEetl I eo —1 j N ---- v'VJ ivB�R I I 8 I 135T'12 35112 I35j12 p` PCRATOR - J� -1J-- --- --- --- -- ❑ EXIT E 10$ I'EFRG RATION-FREEZER RUSSELL AE4o'85B 2 U - --- `- _ 61/84 6[/84 6I/84 6I/84 6I/84 9,784 9t7ff 9I7B4".9I/64- 9r/aS 917a 91/eb 3H;� E3051 1- -- -- - m r DRAWN BY NRL a I ��}}q 11 KEr'L,rI t "LER OR FREEZER,JITH 1 ESR'ES.VERIFY EC,PMENT VARIES VERIFY MODEL rJ E. V! CN-BOAR O LING WITH BARTELL WITH BARTEL_ ..—..—...........—..-..—:.—...........—..—..—..—.—. ——�' t r 4 PLOT BY NRL �Z NU-CUAII S.SINGDOORS BESAM SL500SERIES SIZE AND PLOT DATE 2017.06.28 r E.3O"J DOORS PER PLAN} i EXIT v1 ---------------- --- T _i ...- v E,307 .-'_ES RICKEY-SWITCH LOCK BEST G�ER626WITHA07846 -- L EXIT e3o5 r \ L_____ DRAWING TITLE: c OVERHEAD COILING SERVICE DOOR VARIES VARIES - 1j..L; I y VESTIBULE FIXTURE PLAN N E.311 I pa a., oD S o E.4C1 VERIFY VARIES.VERIFY - ASSIGNMENT t,'I f ¢ BALER VARIES VERIF I 8 rc`=LL WITHB_ARTELL. ------ ------ S E 1 UTOCKROOM DOOR F..AISON SCP-8 DOUBLE ACTING : DRAWING NUMBER: a` I --- v c FIXTURE PLANAml 03 SCALE: 1/81'=,• N a LL 11 2 1 3 4 1 5 1 6 Mt a Mt 1 2 3 4 5 6 c BARTELL o� OFFICE ;wBa9a•AFF 22 ®z TREATING WASHINGTON WELL SINCE 1890 c r�riiii rw/iouiii ui i iimo _ i rriiiisurrroi rrsoriiirrinrirri rr revvswriB.riiiiii rrrrrro.*se..rrrirrrrrr:rr®rrs,r+ ry„rrrrrrwx-r rr/, -... CONTACT INFORMATION: be% SPRINK. o E RISER www.bartelldrugs.com CORPORATE OFFICE a RM. o ..e f 206.763,2062 4025 DELRIDGS ATT E WA 98106 g O a / ° - o �BOSEDWARDS L � / DIRECTOR,STORE DEVELOPMENT 2 a COUNSEL p206787.t182 : STORAGE bobe@bartelldrugs.come GW®SAF PHARMACY :OPEN TO O NACT 9G PFF O Do 0 SOFFIT LOCATION INFORMATION: 00 GWB®9.TAFF 1 P1 P7 Pl P P] / ROVat.V°- o _ + / N WAITING / to Acr@lo'a'aFF o o 0 YP. % 204TH ST NE&HWY9 01 a 9, os o� - -- -- oe ARLINGTON WA 98223 74 rn SOFFIT i9___ i% 3 GWa09- AFF _ ARLINGTON REFERENCE FIXTURE SCHEDULE Carecllnic /0. �� ACT@9d'PFF --- PROJECT DESCRIPTION: gREFER TO FIXTURE SCHEDULE SHEET A-603 FOR MODEL AND DETAILED REO'S - oa)RESTROOM LIGHT FIXTURE SCHEDULE GNO9a'AFF C14 - - SOFFIT G 04 , ` _ NEW STORE GW gg#AFF / • '--� MARK TYPE MANUFACTURER/MODEL# NOTES HALL / o - -- - - - _ , _ - -._ ASSIGNMENT DRAWINGS 2X4 LED TROFFER USE DRYWALL GRID ADAPTER F03 RECESSED 2X4 TROFFER 2X2LEDBROFFER USE DRYWALLHERERIDQADAPTER JANITOR WB@9 AFF / o -1 �Z F04 RECESSED 2X2 TROFFER "v TBD **WHERE REQ'D RESTROOM P/ _ --------.. — r U F05 6"RECESSED CAN 6"LED DOWN LIGHT VERIFY VOLTAGE REQ'D cWBD9.9'AFF®/� _ _ -_!_ .. —_--.—_-_ -_ SF SUMMARY GFE SUMMARY cn 6"LED DOWNLIGHT WALL WASH « OXYGEN MAGNETA LED PENDANT / - COOLERS WALL F06 6"RECESSED CAN WALL-WASH VERIFY VOLTAGE REQ'D / TBD __ --.--.. _-_ � SALES FLOOR - COOLER ® — t // PHARMACY FRONT I CARE CLINIC 4-WAYS c 3-607-124 F08 8'LED STRIPLIGHT VERIFY IF BE WITHIN FIXTURES LENGTHS END EACH RUINED o o I/ FRONT END TTL BACK °+ SURFACE MOUNTED PENDANT VERIFY STEM LENGTH REQ'D ¢` _ �; 8'SURFACE STRIPLIGHT / FIX PLUS SUPPORT CHECKOUT C F09 VERIFY FIXTURES&LENGTHS REQUIRED T % STORAGE ° - 4'SURFACE STRIPLIGHT 4'LED STRIPLIGHTTBD ® --- - / W TO BE WITHIN T OF END EACH RUN BREAK BACK END TTL TOTAL GFE OPEN TO / a0 Z F10 SURFACE MOUNT WHEN CEILING IS LESS STRUCTURE o - I TOTALSF ENDS 8'SUSPENDED STRIPLIGHT 8'LED STRIPLIGHT y • THAN 12'-6",CABLE SUPPORT IF W/REFLECTOR TBD CEILING IS HIGHER THAN 12'-6" ELECTRICAL � -OE, SF/GFE ry OPEN TO STRUCTURE �� - - / F11 Grin / NOTE: 4'SUSPENDED STRIPLIGHT 4'LED STRIPLIGHT SURFACE MOUNT WHEN CEILING IS LESSTHAN 12'-6",CABLE SUPPORT@12'-6"IF v W/REFLECTOR TBD / / ]n CEILING IS HIGHER THANI2'-6" / -- - - ---- - -- / I ASSGNMENT DRAWINGS TO CONVEY INTENT OF COVENTRY 12"LED PENDANT DES ONLY BOTTOM OF FIXTURE 10'-4"AFF F12 SURFACE MOUNTED PENDANT c P48FL2X-3000-35K-C-1-A-2/PA12-M-LR12-A / - - - / FIXTURE PLAN SUBJECT TO CHANGE-CASEWORK ° F13 WALL MOUNT FLOOD 8'FLOOD LED LUMINAIRE % _- % AND FIXTURE ELEMENTS SHOWN ON FLOOR PLAN TBD j SALES WHICH INCLUDE ELECTRICAL AND/OR PLUMBING / ACT@12�AFT / ELEMENTS RECEIVE NO SIGNIFICANT CHANGES c IMPACTSLIKK LED PENDANT / /% ° F14 SURFACE MOUNTED PENDANT P6230.LED.35HI.BZ.QPD.DM110.SBPC BOTTOM OFFOCTURE10'4'AFF / - --- ----- - - II/ UNLESS ABSOLUTELY NECESSARY-CHANGESTO m PLANNED INFRASTRUCTURE(MEP,ETC.)ARE NOT NOTE:COORDINATE EXTERIOR LIGHTING DESIGN WITH CENTER DESIGN BY DEVELOPER.PROVIDE BARTELL OPPORTUNITYTO REVIE / I`\�I ANTICIPATED. aF20 EXTERIOR SURFACE MOUNTED VOLTAIRE VWPV LED WALL WASH VERIFY BLACK OR BRONZE.VERIFY IF - ALL BATTERY BACKUP IS DESIRED - 00 N LIGHTWAY LED SCONCE VERIFY BLACK OR BRONZENERIFY IF- CIO F21 EXTERIOR SCONCE I — -- � MANW-926-LED-F-U-42W-4-Z1-WSA-MCH- BATTERY BACKUP IS DESIRED p VERIFY BLACK OR BRONZE TO MATCH __-- _ CO, F22 EXTERIOR SURFACE MOUNTED VOLTAIRE VG1 LED DRAWING INFORMATION: CANOPY W VERIFY BLACK OR BRONZE TO MATCH SOFFIT - N x F23 EXTERIOR UPLIGHT VOLTAIRE VF FLOOD LIGHT LED DRAWING TRACKING INFORMATION: CANOPY GMG9 01 « W OPENCLOSED.COM --� -- MARK DATE DESCRIPTION F24 EXTERIOP v ROENICLOSED 617LED-OC / 2017.05,18 DRAFT FOR REVIEW F25 EXTERIOR RECESSED SOFFIT LED TBD VERIFY BLACK OR BRONZE _ •N - -- YP 2017.05.19 ISSUED FOR ASSIGNMENT F26 EXTERIOR HIGH MAST VOLTAIRE VF LED AREA LIGHT VERIFY BLACK OR BRONZE -_- 1 2017.06.28 BARTELL EDG REV'S GENERAL RCP NOTES — _ _-_-- I1 I — — — — — o PROVIDE AND INSTALL EXIT LIGHTING PER CODE INCLUDING EMERGENCY EXIT AND UTILITY ° A ANY OTHER EGRESS PATHWAY LIGHTING,EGRESS PATHWAYS SHALL BE OPEN TO - -- PN 0J o ILLUMINATED TO MIN.(1)FOOTCANDLE ALONG EGRESS PATH OR AS REQ'D BY CODE smucTURE �I�®2 DRAWN BY NRL SALES AREA EMERGENCY LIGHTING SHALL BE PROVIDED BY BATTERY PACK ON 2® rBrrri PLOT BY NRL d B STANDARD SALES AREA FIXTURES,FISH-EYE EMERGENCY LIGHTING SHALL NOT BE MARCH To SUBMIT CEILING&LIGHTING PLAN FOR PLOT DATE 2017.06.28 PERMITTED. j VESTIBULE TO BE APPROVED BY BARTELL. PROVIDE EXIT SIGNAGE PER CODE.IF ADDITIONAL SIGNS BEYOND WHAT IS SHOWN �� ]� DO C ON PLAN ARE REQ'D VERIFY LOCATION WITH BARTEILL PRIOR TO ROUGH-IN.SEE err DRAWING TITLE: BARTELL SPECIFICATION, VESTIBULE REFLECTED CEILING PLAN g D MAY BE PROVIDEEMPG OYEID GHT FOIR NG N GIHT LIGH RCUITS PNG CCRCU T. T3.S AREA EMERGENCY LIGHTING ® /L 100 ® O PROVIDE DAYLIGHTING CONTROLS IF RED D BY CODE.ALL SWITCHES ON THE SALES �/ ASSIGNMENT 40 E FLOOR SHALL BE KEY-OPERATED OR SENSOR CONTROLLED-TOGGLE SWITCHES ®z ARE NOT PERMITTED.SEE BARTELL SPECIFICATION FOR DETAILS, DRAWING NUMBER: G.C.TO ENSURE THAT PLACEMENT OF ALL LIGHTING,ELECTRICAL,HVAC,SPRINKLER, v F EMERGENCY NOTIFICATION SYSTEMS,AND ANY OTHER CEILING MOUNTED ITEMSARE COORDINATED WITH PLACEMENT � ✓ �� $ r E EM NITS.SEE BARTELLS SPECIFICATION AND OR DETA INSTALL ILS SUSPENDED CEILING t �� FIRSIJ F�OOR REFLECTED CEILING PLANS Q SCALE: 1/8"= 1� Aml 04 LL 1 2 1 3 1 4 1 5 1 6 C O 1 2 3 4 5 6 R�S.0 A 0 LL TREATING WASHINGTON WELL SINCE 1890 a 0 CONTACT INFORMATION: www.bartelldrugs.com CORPORATE OFFICE WAY SW 400 f206783.2062 4 5 DELRID SEATTLE WASTE Se SPRINK. RISER 0 0 OFFICE o BOB EDWARDS ¢ I 114 DIRECTOR,STORE DEVELOPMENT :$ LVT1 -REDUCER dam, PHARMACY p.206.767.1182 bobe@bartelldrugs.com m CPT1 S ORAGE PROJECTINFORMATION: 0 113 C COUNSEL LOCATION INFORMATION: SEALED CONCRETE 7 4 COORDINATE FLOORING INSTALLATION WITH BARTELL CASEWORK 112 REDUCER-- VINYL 1 I pl REDUCER -y - _.� 204TH ST NE&HWY9 u ARLINGTON WA 98223 - Il J... WAITIN p �1T o GATEFLOORSTRIKE + -- i 110 EPDXY REDUCER - -TIINESVvIDTHBL ARCING I ON LVT 2 O 3'MIN CGreClinic PROJECT DESCRIPTION: Q 109 LVr1 P RPENDICUTAR TO MAIN RUN FOR LAST ROW N VINYL 1 j NEW STORE --UNISEX- _-- j ------ ------ _._ - ------ T - ----------- ------- ASSIGNMENT DRAWINGS 108 CT 1 tE JANITOR o REDUCER FINISH SCHEDULE vC� _ JL`L SF SUMMARY GFE SUMMARY a v UNISEX U a o6 COOLERS WALL o CT SALES FLOOR COOLER c VCT2 -_-- - PHARMACY FRONT SUP RETARDANT- CARE CLINIC 4-WAYS ARMSTRONGSAFETVZONE FRONT END TTL BACK EARTH STONEN67000 / - i - - --- — -- -- — --- -- FIX PLUS O SUPPORT CHECKOUT o — STORAGE LVT 1 VT I BACK END TTL TOTAL GFE N -.- AIRMSTRONGN�RRAL CREATIONS ARBORART TOTAL SF ENDS C 1 f....._ GRISTMILL BUTTERED#TP0S5 rl SF/GFE N _.._ - _._.____.._� ._ ________REDUCER n,. __- SALEyS L. III NOTE: N LVT2 ELECTRICAL/1 LL®, ASSIGNMENT DRAWINGS TO CONVEY INTENT OF C ETE DESIGN ONLY E LU%URVVINYLTILE- ARMSTRONGNATURALCREATIONSMYSTIX - --- OT "� SILK SCARF BLACK SILVER AND FIXTURE ELEMENTS SHOWN CASEWORK N I AND FIXTURE ELEMENTS SHOWN ON FLOOR PLAN WHICH INCLUDE ELECTRICAL AND/OR PLUMBING ELEMENTS RECEIVE NO SIGNIFICANT CHANGES Y 1 UNLESS ABSOLUTELY NECESSARY-CHANGES TO m PLANNED INFRASTRUCTURE MEP ETC. ARE NOT C VINYL 1 ANTICIPATED. SHEETVINYL jMANNINGTON INSIGHT PLUS LIMESTONE WALK op m SOAPSTONE ALU24 GO WALK-INS 0 DRAWING INFORMATION. ry CPT1 EE DRAWING TRACKING INFORMATION: CA I C MAATWORKS PREFERENCE EZE37aWTHY"FOAM BACK MARK DATE DESCRIPTION E sILVEA 2017.05,18 DRAFT FOR REVIEW 4 2017.05,19 ISSUED FOR ASSIGNMENT ¢" IT2 lmiI 1I11I Ii l 1 2017.06.28 BARTELL EDG REVS CPT2 C IIIIII ,ICI IIIII CARPETTILE - ILII uIII IIII III MATW'ORKS DREADNAUGHT Q ¢ I' DNGONAL'CHARCOAL" CT1 CERAMIC IC TILE 1- OLYMPIA FOGGN 1k18 TILE ""CERAMIC TILE CINSCOT1 U l 02 C - I it N '""OLYMPLA''SNOW WHITE 16x13 TILE WTH4 BULLNOSE TOP TRIM O DRAWN BY NRL ^'YJAINSCOT HEIGHT TO BE 158"TO UTILIZE FULL TILES PROVIDE 1 ADAACCESSIBLE TRANSITION BETWEEN CERAMIC TILE AND VCT VCT2 ', PLOT BY NRL 0 —ATDOOR OPENINGS. REDUCER \ PLOT DATE 2017.06.28 QU RST 1 DRAWING TITLE: E RUBBER STAIR TREAD AND RISER- C ¢ SALESFLOORTO INCLUDE CONTRASTINGABLMODROWN RUBBERSON Q FLOOR FINISH •�v� INSERT STAIP.•"OR EONVALENTNONSLIP MATERIAL REDID BY REDUCER '� ASSIGNMENT '.......... __I STRUCTURE CPT 2 REDUCER C O' I O Vf_51113ULE cl 00 DRAWING NUMBER. C Z FLOOR FINISH PLANAml 05 ¢ �J SCALE: 1/8"=1' a ,^�� 1 2 3 4 5 6 Q C O 2 3 c M u 0 ti A i c .�� .,.% L.. ✓ N /_ TREATING WASHINGTON WELL SINCE 16 A) CONTACT INFORMATION: 0 www.bartelldrugs.com CORPORATE OFFICE p.206.763.2626 4025 DELRIDGE WAY SW STE 400 - ✓,- rf��///✓ rrn� � /�� n;L � � ,r, � �,/�/ i t.c.in *,, -r r�rrirr///��-J-„ �. f.206 763 2062 SEATTLE WA 98106 _ S R\K. c Rlsl` / BOB EDWARDS cs R41. � Q F_ }h CE" DIRECTOR,STORE DEVELOPMENT I rl t p.206.767.1182 bobe@bartelldrugs.com CGi PROJECT INFORMATION: PI PLYWOOD ..,r ' Io2l TO OABOVE LOCATION INFORMATION: 3 /, CGi CGt PIIABOVE TO 4' ,'., 204TH ST NE&HWY9 v I ARLINGTON WA 98223 74 (I ARLINGTON PL1 TO 4' CGi CC1 o ✓� � � PI•ABOVE — - - ------. PROJECT DESCRIPTION: V CGi SS COLUMN WRAP CGI g. C�,Cfiruca TO 4-V AFF TYP. �u _ ip I � �I,3 USED SOME WALLS NEW STORE o - VERIFY WITH ELEVATIONS) P;A60 E , DPU TD4L m� �__� ASSIGNMENT DRAWINGS ®I ®Pi ABOVE- :r l u N J, ( I � _� oe 17;1 CGtcct r j i) I SF SUMMARY GFE SUMMARY v m GWB FRPI TO 8'0" " PI ABOVE x P_-2 ,_. �; ._.t 2-t�-I. _...,,II COOLERS _ - WALL oMETAL PLAN CAP cTs c D II I SALES FLOOR COOLER 3 P1 ABovB _ PHARMACY FRONT_ PL1WAINSCOT G/ Ii I CARE CLINIC_ _ 4-WAYS PLYWOOD t j_ FRONT END TTL BACK_ v WOODIMETAL FRAMING FIX PLUS SUPPORT CHECKOUT RAGE o _ ElBACCK PLi WAINSCOT --- {— METAL COVE CAP o4 r ____ -" "'" TOTAL GFE I N �VINYLSHEETGOODS it - o TOTAL SF ENDS SELF-COVE PER SPEC. SFIGFE + Pi FIRE RETARDANT o OR COVE BASE PER .: w LYWOOD 708'tl' ROOM FINISH SCHEDULE i Pt ABOVE j SALES � +I L NOTE: COVE STICK � �_ y i so1 ELEL DESIGN ONLYTRI oZ^ ASSIGNMENT DRAWINGS TO CONVEY INTENT OF H �I col _� - FIXTURE PLAN SUBJECT TO CHANGE-CASEWORK AND FIXTURE ELEMENTS SHOWN ON FLOOR PLAN WHICH INCLUDE ELECTRICAL AND/OR PLUMBING Q f f V f UNLESS ABSOLUTELY NECESSARY-CHANGES TO FINISH [061 DETAIL SIGNIFICAT CHANGES r C 2 a scaLE: =I' PLANNED INFRASTRUCTURE(MEP,ETC.)ARE NOT ANTICIPATED. WALL FINISH GENERAL NOTES A G.C.TO VERIFY ALL WALL PENETRATIONS,RECEPTACLES,SWITCHES,AND p ALL WALLS TO BE P1 UON ii i { P _m __.� o s G __WALK- DRAWING INFORMATION: ____ I __ _ _ EQUIPMENT LOCATIONS DO NOT CONFLICT WITH WALL FINISHES OR jl- --T i- '' N--1 Ss C00LUMMWRtiP� I -------- - ' CASEWORK BACKSPLASH.SWITCHES AND RECEPTACLES SHOULD BE ; I p' Tp DRAWING TRACKING INFORMATION:-- - SPAN WALL ABOVE ALL FINISHES OR BACKSPSE TRIMS LON. ITCHES AND LASH TRANSITIONS. SHOULD NOT MARK DATE DESCRIPTION a C BASE TRIM SHALL BE CONTINUOUS 4"RUBBER COVE BASE LION.VERIFY 3 , :DOOR AND RE-WITH ROOM LITE JAMBS TO BE ENAMEL PAINT TO MATCH ADJACENT I •-"-- ( I i - 2017.05.19 DRAFT FOR REVIEW Y rn , 1 }�°•" `"� +' 2017.05.19 ISSUED FOR ASSIGNMENT _ - SH — ) -- wAus LION. 2017.06.28 BARTELL EDG REVS__ EXPOSED CORNERS TO RECEIVE STAINLESS STEEL CORNER GUARD 2" ._ E WIDEEACH SIDE TO 4'-0"AFF.WHERE CORNER GUARDS ARE PRESENT AT - rn WOOD BASE AND WAINSCOT TRIMS THEY SHALL SPAN THE DISTANCE C FROM TOP OF BASE TO BOTTOM OF TOP TRIM OVER P-LAM ✓ a` KEY NOTES c a- � ALL WALLS TO RECEIVE BASE EXCEPT WHERE FIXTURES COVER OR UON. ,, ( - ' N BASE TO CONTINUE 12"BEHIND FIXTURES.VERIFY WITH BARTELL "---"- 'L A-C PLYWOOD WAINSCOT TO S'-0"AFF.PROVIDE FIRE RETARDANT PLY.IN --- O ELECTRICAL&TELECOMM.ROOMS.VERIFY OTHER ROOMS AS CODE REQ'D. „TILE o 3 NOT USED / 102, NRL L " PLOT BY NRL FRPI TdF tl .OS - CERAMIC TILE+BULLNOSE TRIM TO BE+58"TO UTILIZE FULL TILES. PLOT DATE 2017.06.28 o 4 EQUIPMENT THAT SPANS WALL/TILE TRANSITION SHALL HAVE iz P1 A�OVE _ - DIMENSIONAL WOOD TRIM TO FUR OUT BEHIND EQUIPMENT FLANGES '- _ -- 1 C iir PAINTED TO MATCH ADJACENT WALL y ' -� _ L_ :. � _,., T �CG Gi 5 COLUMN TO RECEIVE STAINLESS STEEL WRAP CANTED AT TOP EDGE PER F DRAWING TITLE N BARTELL SPEC.SEE FINISH SCHEDULE FOR DETAILS I CGi CGi ¢ 6 OMIT GWB AT P-LAM WAINSCOT.INSTALL PLYWOOD BACKER TO MATCH - Q WALL FINISH ADJACENT GWB THICKNESS.P-LAM OVER PLYWOOD WITH VERTICAL GRAIN Q INSTALLATION.ALUMINUM EDGE AND SEAM TRIM PERMITTED.BASE AS I ASSIGNMENT C NOTED PER ROOM FINISH SCHEDULE TO COVER BOTTOM EDGE OF P-LAM. _ I 7 OMIT GWB AT P-LAM WAINSCOT.INSTALL PLYWOOD BACKER TO MATCH C ADJACENT GWB THICKNESS.P-LAM OVER PLYWOOD WITH VERTICAL GRAIN CGi INSTALLATION INSTALLEDTIGHT AND FLUSH TO RECEIVE NO VERTICAL - }- DRAWING NUMBER: Q TRIM BETWEEN SHEETS.ALUMINUM EDGE AND TOP TRIM TO MATCH TRIM 7 DETAIL[O61 PERMITTED.OMIT EDGE TRIM AT CG.1.BASE AS NOTED PER n ROOM FINISH SCHEDULE TO COVER BOTTOM EDGE OF P-LAM. LO8 FRP TO 4'-0"AFF OR 8'-0"AFF AS SHOWN ON PLAN.PLASTIC TRIMS AND [� p CAULKALL SEAMS FOR COMPLETE INSTALLATION FIRST FLOOR PLAN A_ 106 , LL 1 2 3 4 6 6 c C ° 1 2 3 4 5 6 E V ARTELL O o r � LO'l TREATING WASL-IINGTON WELL SINCE 1890 a x P2 P2 12 P2 CONTACT INFORMATION: O / wRNAGY ® / T /� —_.......... sr 'r d Inlet www.ba telldrugs.com CORPORATE OFFICE Q O PL2 KP \ c Ce �. u Ma x 401, p.206.763.2626 4025 DELRIDGE WAY SW STE 400 ° CEiI 41 OCHDR I6�M c D l '.� P' " NDN H�T6. s PZMP'fi as; 1a ee _... -2+a 1--- e� •.+e ;..; :.. ;`. .'-. "...__.i P.LAMTRIMOVERP-IAMFACEOVER f.206.763.2062 SEATTLEWA98106 GLE ® fl <v ® gym, NAu PLYWOODBYO.COMrr GWSAT ❑D � & m WDR �I 'C C= q��® / 1 Ilnit�l :. 6 ❑. �^� `� s, BEHIND VERTICALSTILES AL SEAMS WO DE �L r U yz" s B BOB EDWARDS ✓ \\ 1, —M i PL2 -- A 1.. .,,, .,'' -„ 'CANOPY CONNECTION POINTS.TVP SPECIAL LORDER GICNDIRECHALL P L sPEcwLoaoeaGRAINOIREcnoNON DIRECTOR,STORE DEVELOPMENT Q L7 m ) I'. P-LAM WHEN REDD.-MAY REQUIRE _ y EXENDEOLEADnME, p.206.767.1182 bobe@bartelldrugs.com N ~....__ sl.ii siru-cOVE V.I „,I"'= SEL COVE SY.1 / S ELF-COPE SY.1 -/ 4\ I PROJECT INFORMATION: N LOCATION INFORMATION: 74 CareClinic ELEVATIONS D4 Rx SOFFIT P-LAM TREATMENT DETAIL _ _ _. ---- 3 S SCALE=1/2"-1' SCALE 1/2„=1, 204TH ST NE&HWY9 v ARLINGTON WA 98223 ZL ARLINGTON m w o PROJECT DESCRIPTION, m Pi g N --- EQ 36 w J•4 I EQ 10 NEW STORE S- r- P' 24xJ6 24xJ6 24x]6 BY RATE o �� 6NAP 6NA➢ 6NAP hoto N GAAME GIUME FRAME M I, :; / wRH wRR wITH ASSIGNMENT DRAWINGS 77 Z/ Z / � � BDADEA BOADEA BORDER - I G 4-i pp N R .1 CG.1 r TUR U \ FE SAF z ' 7 ' " 6F�IMSFSUMMARY GFESUMMARY nyr _..__ ce Ba COOLERS - WALL '.. SALES FLOOR COOLER a � s'a^ s PHARMACY FRONT c CARE CLINIC 4-WAYS FRONT END TTL BACK C BREAK SOUTH ELEVATION .. .... _--__ _ _ - --- SUPPORT PIXP PLUS o SCALE=1/2"=1' SCALE=1/2"=1' STORAGE BACK END TTL TOTAL GFE 00 LNd TOTAL SF - ENDS Al SFIGFE o N 'H o v, _..._ .. Pi P] NOTE: d LA ,r 6�. nI ASSIGNMENT DRAWINGS TO CONVEY INTENT OF a+ APPJED E 5 BY BARlE ..: `..... .......... ...---- - C: carecllnac CC1 DESIGN ONLY __. —.... _._ Pi P] _ �" 1 P, \ FIXTURE PLAN SUBJECT TO CHANGE-CASEWORK COLD COLD COLD COLD COLD COLD COLD COLD COLD COLD COLD COLD FROZEN FROZEN FROZEN FROZEN \ / 1 rn APPLIED PANELS B aARreu .. . i i i _ / i i El 43 -�71 ®—, B` \ AND FIXTURE ELEMENTS SHOWN ON FLOOR PLAN %— 6 H WHICH INCLUDE ELECTRICAL AND/OR PLUMBING P i/ / i/ / // / / / i/ // x PL1 / \\ == � \ ELEMENTS RECEIVE NO SIGNIFICANT CHANGES c / / / / / / / / / / / / \ / 1 UNLESS ABSOLUTELY NECESSARY-CHANGES TO CAE OR I I O��N p, OPEN PLANNED INFRASTRUCTURE(MEP,ETC.)ARE NOT R FIXTURES P;-- PI.I PL P\ \ \ \ \ \ \ \ \ / uvllE 1 CG.1 I ANTICIPATED. \ \ , X C16 cG.1C�QLER/FALN HARDw B,\G C CG1 C01 DR\ 1ttIM AND ABEBD PD B CPPR C'f\ C RK � m \ / /C /\ / ��1 'l ICB .. / CHAMFE CORNER OFWOOD TRIM AT END WHITE GALV.ALUM.COOLER BOX COOLER BOXWWANE GALVANIZED ALUMINUM EXTERIOR DRAWING INFORMATION: N DRAWING TRACKING INFORMATION: W Ln c V V EST ELEVATION MARK DATE DESCRIPTION E B1 SCALE-1�2 1.__ 2017.05.18 DRAFT FOR REVIEW o] 2017,05.19 ISSUED FOR ASSIGNMENT 1 2017.06.23 BARTELL EDG REV'S 0 c Q iELL�*HARXCY ri L. . N PI .................. _.._.._ PLOT BY NRL O P1 ---- STEEL COLUMN PI d — PLOT DATE 2017,06.28 y `.\ CG.1 SS COLUMN WRAP TOd'-0"AFF,TYP. DRAWING TITLE: F SELEVATION r ASSIGNMENT C 'c DRAWING NUMBER: NORTH ELEVATION - --- - -- ----- - o �Z SCALE-1/2"-1' m a` v LL 11 2 1 3 1 4 1 5 1 6 a ° 1 2 3 4 5 6 1 x3"BACKSPLASH 9 -2"x4"SUPPORTS TYP.(BELOW) CO RTELL ,r a (BELOW) r TON WELL Si.;c 390 4"x4'LEGS TYP. BELOW 112"PLYWOOD TABLE SURFACE CONTACT INFORMATION: www.baftelldrugs.com CORPORATE OFFICE o TOP l p.206.763.2626 4025 DELRIDGE WAY SW STE 400 4 f.206.763.2062 SEATTLE WA 98106 Y 1"x3"BACKSPLASH o o BOB EDWARDS DIRECTOR,STORE DEVELOPMENT 1/2"PLYWOOD WITH LAMINATE TOP f N ! p.206.767.1182 bobe@badelldrugs.com n N 2"x4"SUPPORTS TYP. -_ f PROJECT INFORMATION: oo p 4"x4"LEG TYP. LOCATION INFORMATION: C742"x4"BACKSPLASH - � I m 2"x4"DIAGONAL SUPPORT `__ 1 2"PLYWOOD SURFACE 204TH ST NE&HWY9 3 ARLINGTON WA 98223 2"x4"SUPPORTS TYP.- �- ARL I N GTO N N _ FRONT SIDE PROJECT DESCRIPTION: ri 2"x4"BACKSPLASH NEW STORE _ DIAGONAL SUPPORT n I - ASSIGNMENT DRAWINGS x 112'PLYWOOD SURFACE ' Tn TO 'I 4"x4"LEG TYP. w `4 COUNTER > y ---- --- BELOW SF SUMMARY GFE SUMMARY N c 2"x4"SUPPORT TYP. FRONT SIDE COOLERS WALL SECTION ABOVE SHELF U SALES FLOOR COOLER of PHARMACY - FRONT ¢` 8MI . WALL CAB. MARKING TABLE CARE CLINIC 4-WAYS ,_ CRO C 4 - - -_. - - — FRONT END TTL BACK - SCALE=1/4"=1 SCALE=1/2"=1' FIX PLUS _ m SUPPORT CHECKOUT O --- —� - STORAGE - BACK END TTL TOTAL GFE N I TOTAL SF "..ENDS SFIGFE rN. 4BEYOND o sERw.CEAccess ',, I NOTE: OPEN TO S-EUCTURE v ACTPENRCP ASSIGNMENT DRAWINGS TO CONVEY INTENT OF DESIGN ONLY WOOD \ Vl PER C�UcrJRHL HARD LID � ' FIXTURE PLAN SUBJECT TO CHANGE-CASEWORK .. AND FIXTURE ELEMENTS SHOWN ON FLOOR PLAN. GreT uaw TPHARMACVPeRIME WHICH INCLUDE ELECTRICAL ANDIOR PLUMBING PNN PBLECAULKATJOINT ELEMENTS RECEIVE NO SIGNIFICANT CHANGES VAL a UNLESS ABSOLUTELY NECESSARY-CHANGES TO of /� BR GAS REOO,ttP ...' ''.. PLANNED INFRASTRUCTURE MEP ETC.))ARE NOT Q O i[PAGE] O T i+? COOL-RLOSWIL �- ANTICIPATED. E SALESJANROR 54 —WHITEGALVALJI.I ACT PER RCP-- I EXTERIOR GRILLE TRACK E ER IF - '.., ,---REQDPERM TURAL m \ ACT PER ^O CBt ._...., tea., .. ACT PER RCP O \ RCP DRAWING INFORMATION: GRILLE TRACK PER MANUFACTURER DRAWING TRACKING INFORMATION: ECTION THRU HALL SECTION @ COOLER SECTION THRU SOFFIT MARK DATE DESCRIPTION S_Ss CALE—1/4"=1' B 4 SCALE—1/4"—1 - / _.CALE—1/c 2017 0518 DRAFT FOR REVIEW rn \� 2017 05.19 ISSUED FOR ASSIGNMENT -- - --- _ - 1 2017 06.28 BARTELL EDG REVS OEM TO STRUCTURE ATPHARMACY PERIMETER _ SERVICE ACCESS I --6RACINGASREOD - ' Il OPEN To STRUCTURE i I'I N I JOISTS PER STRUCTURAL ---- -- p FLY \A�'000 HARD LIC iYW000 HARD LID IE -- __ -,.-., F DINGGRILLETRACK HEACERIF REDS?Eft STRJTURALWALK-N COOLERIFREGF GN9 All, - Ir.� R """I!— 4I '.,..,. --__y. _.�/\- --- -" DRAWN BY N PACKAGE PER MANUF REft 'v ,N =J P �, I , t.: L" !=.w..a..l..I ! ACT PER RCP r: -----ACT PER RCP f .. NRL 0JBPERRCP "axnrc-= - PLOT BY NRL 'o c MPeaRCP I PLOT DATE 201706.28 _. FOLDING GR;L'TRACK PER MANUFACTURER —PLY MWB O DRAWING TITLE: OPEN TO STEED �OIERBOX FREEZER BX > I., pPcN TO STP.000ONE I �,,... BREAK RESTROOM R4LL ;RESTROOM_'. LCreC PHPRMACY o a Q L CTRI„ALT l II. TO STRUCTURE a SECTIONS & DETAILS ASSIGNMENT m c - ANUFA EPREssaNP�T„oo.ER�<,x:a RER i DRAWING NUMBER: SLAB D D SECTION THRU SERVICE CORE o A3 SCALE=1 POP 2"=i' c Am301 a v LL 11 2 1 3 1 4 1 5 1 6 2 L m 1 2 3 4 534, ill 13A 6 d 'W o � - c Wi m (7 - THE :G V'kS, ....,:. ,1IPF_.7 i.:. 0 KEY NOTES GENERAL FIXTURE PLAN NOTES REFERENCE PLUtdFJNG EQUIPN1 .,s SCHEDULE CONTACT INFORMATION a --DS--- -- vMnv.bartelld u s.com CORPORATE OFFICE u REFER TO EQUIPMENT SGrr ' I r - T nB; TAILED REQ'S 9 o G.C.TO PROVIDE AND INSTALL ALL REQ'C STRUCTURAL ELEMENTS FOR SUSPENDED ASPECTS F DESO N OR CODEN COMPLIANCE, INTENT STRUCTURAL ONLY.INTEGRITY VERIFY ALL _ p.206.763,2626 4025 DELRIDGE WAY SW STE 400 F AND CANTILEVERED Efu1EfJ?SCEILINGELEMENTSBYBARTELL. ASPECTS OFDESLGNFORCOQECOrnPLIANCEaTRucruRALINTEGRITYCONsrRucTABITY, C206.763.2062 SEATTLE WA 98106 aI v INSTALLATION BY 8ARTE_L.E��CTR CAL CONNECTIONS AND STRUCTURAL A AND COST EFFEC IVENESS P O FICA.TIONS TO DESIGNTOBE APPROVED BY BARTELL.ALERT Y EL�I,=NTS BV G C AIFR�FY. BARTELLTOCONFIICTS IN PI UI B 4G.ELECTRICAL.HVAC,MEP,STRUCTURAL,ETC ASSOONAS NO. PLUMBING FIXTURE LOCATION BRAND MODEL POSSIBLE IN Tr,E DESIGN Pk ES:, P101 TOILET RE'.,i+�C?t, S N�F L,.,ET,A .SSL,, S AND PLUMBING CONNECTIONS BY G.C.IN 1 KOHLER HIGHLINE K-3519 BOB EDWARDS o FIXTURE PLAN SUB UECI TO C ANGE CASEWORK AND FIXTURE ELEMENTS SHOWN ON PLANS 7 CASEWORKFIX ,JRE BY G J -_RIFY SPECIFICATION WITH PLUMBINGIEQUIPMENT HAND SINK n`;.i2ooM DIRECTOR,STORE DEVELOPMENT a LJhICH INCLUDE ELECTRICAL AND/OR PLUMBING SHAH RECEIVE NO SIGNIFICANT P201 SC CC,_ESANDt RTc 5F VERIFY LOCATION PRIOR TO ROUGH-IN. B o RY-CHANGESTOPLANNEDBUILDINGSYSTEMS KwGSTON IK-zao5 p.206.767,1182 bobe@bartelldrugs.com m UNLESS ABSOLUTELY NECE� ----- -- I -- &�3'AK SELF-PRIMING"r ,R f, .0 r"LOGR.SINKBYG.C-FERBARTELLSPECIFICATION. NFRASTRUCTUREARFP,OT __ANTICIPATED.____ P202 HAND SINK AREA ELKAY CR-3322 `•r ENS iRE,,.-,BANC3R FLOOR INGASTALLATION WILL ACCOMMCOATE SLOPE REQD ARCHITECT AND CONTRACTOR HALL ENSURE ALL SINKS AND VVET EQUIPMENT ARE PLUMBED TO sERVICEsiNK uTiury PROJECT INFORMATION: m 8 FOF IE?AFEA TJ TRAIN TO ANY FLOOR DRAIN.VERIFY LOCATION WITH BARTELL MEET CGDE(s INCW[NNGR S-OR SOLID ANDIORGREASEANTERCEPTORS.ALL P301 » zuRN Z1995-24 o INTERCEPTORS TO BE DESIGNEDTO THE MINIMUMSIZE NECESSARYAS REQ'DBYCODE WHEN FLOOR DRAIN VARIES I LOCATION INFORMATION: PRIOR, 4,,JOH-iN 303 74 ELF-PRIMING SLAB APP_YTHE SYSTEM DESIGN SHALL INCLUDE UNDER-COUNTER P VARIES SELF PRIMING SINK FAUCET.L'CE.,..$ILS�NDCASICNORKIFIXTUREBYBARTELLCONNECTIONS C TYPE MODELS IVUTHMULTI IGUNTSWHEN`FCESSARY)FAVORED OVER LARGER MODELS THAT BY C v E•IFY LOCATION PRIOR TO ROUGH-IN AND COORDINATE INSTALLATION MUST BE BURIED UNDER SLABALL INTERCEPTOR SYSTEM DESIGNS SHALL ACCOMMODATE 3 WITH BARTELL. AR GAP REQ S PER HEALTH CODE.ARCHITECT SHALL INVESTIGATE APPLICABLE REQ•S AS SOON 204TH ST NE&HWY9 v - "--- IASPOSS',B INIHE SCOPE 0F1'EPROJECT AND BARTELL SHALL BE NOTIFIED IF THESE REDS 204TH TNE&HW223 c J Bi C FIX B ( TOILET,REQ'OACCESSORIES,ETC.)AND PLUMBING t,IB FIXTURE SINK T ICANNQTBLII=T.ALL SYSTEM DESIGNS AZ EQUIPMENT SELECTION SHALL BE APPROVED BY /�+ m S N B YSPECIFICATION ITHPLUMBWGtEQUIPMENT ARLINGTON o T _ SPEC.VERIFY LOCATION PRIOR TO ROUGH-IN. __I BARTELL 0 -_ CAc ORKOR tTUN -YGC a 13 --- _ P.30 r -_.__. - PROJECT DESCRIPTION: r INATEn L V F CO BN E IONS)TO BARTELL SPACE SHALL BE LOCATED WI J N U It Y Al-,^L 'i AI POSSIBLE ALL OTHER LOCATIONS SHALL BE D — N APP" D EY ISAF E L I I F SH T F S)SHALL BE LOCATED TO BE EASILY I E I NEW STORE o - IDENTIF ABLE A" A E A JD APPROVED BY BARTELL. 0 SERVI SINK! L. MOP.UAND OR OTHER AS INDICATED ON PLAN) Lz/ � AN,FRF .INS OT Ek BA v'ELL SPEC.SINK,ACCESSORIES CONNECTIONS BY G.C. � { °°° ASSIGNMENT DRAWINGS o - 27 VEFI Y UIPM �.H �LLIFNOTSPEG!RED.SEEEOUPMENTIPLJMBING I � ,I C��IC❑�E, II � �'-"^ �' z �� SC LLu A JD HALL to PLAN. — - - -- - _ c PROVIDEEBLOCKING„IIHINISPL!ATFIXTURESANDCASEWORK. LOCATE D-MARK WITHIN THIS ROOM,ALTERNATE LOC'S MUST BE APPROVED BY I SF SUMMARY GFE SUMMARY O1 0 43 BARTELL. PROVIDE MIN 60 x60 ,CLEAR FLOOR AREA FOR ELECOMM EQUIPMENT.NO OTHER 1''J i/ a7 U COOLERS WALL C _.._T_.._.. o GC INSTALLED F OR UTILITIES SHALL BE FERMI FED EXTEND OVER CV SALES FLOOR COOLER - __ I N T S A E E REQ'D ACCESS CLEARANCES FOR OTHER USES AND PHARMACY FRONT -- P.202 DOUR S a S f v NE ,P A ADJACENT SIDES OF THIS SPACE BY A MAXIMUM Co". �'� CARE CLINIC 4-WAYS �4 L(-} a 50 A6 RU Lalr r E JSLSMEtTS THIS REQUIREMENT ALL LOW-VOLT FRONT END TTL BACK NET14 CAS;NG FIR 11NArE^Ni htilN THISROOM-PROVIDECONDUITWHEN 1 FIX PLUS F Y Pkvrr Jr TTHROUGHALI INSUFATEDWALLSANDHORIZONTAL - - --- - w T - - -- -' -301 �V SUPPORT CHECKOUT -NEC K a PA H6.."FOG_Li .,, =AGENETINORKCABLiNGASINDICATEDON P.204 O _.._.._.. CV STORAGE ELECTRICAL ASSIGNMENT,COORDINATE WITH BARTELL AS REQ'D. 53 - A-ZO1 BACK END TTL TOTAL GFE o TOTAL SF ENDS oSF/GFE _ � I n N i - a BREAK r1orE: I I I N 2303 _- ( i �0 4 IASSGNMENT DRAWINGS TO CONVEY INTENT OF -----�, P.201 11 I i 57 47 DESGN ONLY EllFIXTURE PLAN SUBJECT TO CHANGE-CASEWORK P.101 i AND FIXTURE ELEMENTS SHOWN ON FLOOR PLAN ---- - { WHICH INCLUDE ELECTRICAL AND/OR PLUMBING �NI��i � --/' ELEMENTS RECEIVE NO SIGNIFICANT CHANGES �O 8 o 11 / - Q V1-1 i1 Nfl i . UNLESS ABSOLUTELY NECESSARY-CHANGES TO rn _ - _ ❑ / `- PLANNED INFRASTRUCTURE(MEP,ETC.)ARE NOT ar-------D I - ANTICIPATED. m -- -- i ------ — N ------------- i 108 m O - - o 1 11 - -" - \ DRAWING INFORMATION: O_ O 10$ DRAWING TRACKING INFORMATION: JANITOR N I O 10 � I 01 107 MARK DATE DESCRIPTION B O ❑ / c> -- -- -- L -Ii 2017.0518 DRAFT FOR REVIEW E 01 27 ISSUED FOR ASSIGNMENT a a` _.._.._.. 105 A A 201 106 I I I ----- N --- ELECTRIgAL CareChn 0 _ UN15 ! TELECO M. . N O9 J P1101r -T-- -- _ ,�OJ� --_. DRAWN BY NRL 0 39 PLOT BY NRL 50 43 PLOT DATE_- 2017.05.18. . P.201 15 1 r 08 � � - -- -- -� m ❑ DRAWING TITLE: E:] 09 109 P.30 — — ENLARGED PLAN ° a P.204 ( 05 j I - ❑ 53 ASSIGNMENT 0 I 1 ;II 1 Q 48 9 3 �1 8"6n DRAWING NUMBER: W, _❑ I I I I a i I ' Z n - F_° A2 CareClinic A4 RESTROOMS ` BREAK & ELECTRICALSAm401 QSCALE: 1/2'_1•. D SCALE: 1/2"=,• D ,\ '; ..CALt: 1 2 3 4 5 6 1 2 3 4 5 6 E102 It ;MUSTAT HONEYWELL T68220U A1RT E L L GENERAL FIXTURE PLAN NOTES KEY NOTES E206 NnI:R COUNTER REFRIGERATOR VARIES.VERIFY f�L NOTES EQUIPMENT WITH VARIES.VERIFY EQUIPMENT WITH ASSIGNMENT DRAWINGS TO CONVEY INTENT OF DESIGN ONLY,ARCHITECT TO VERIFY ALL REFRIGERATION EQUIPMENTBY BARTELL.NEMA5-15 RECEPTACLE ONDEDICATED w BARTELL. BARTELL, ASPECTS OF DESIGN FOR CODE COMPLIANCE,STRUCTURAL INTEGRITY,CONSTRUCTABILITY, CIRCUITREQD.NOREMOTE000LINGREQ'S. � E206REFRiGERATOR(BREAK AREA,Rx) A AND COST EFFECTIVENESS.MODIFICATIONS TO DESIGN TO BEAPpROVEDBYBARTELL.ALERT LU `�' VARIES VARIES BARTELL TO CONFLICTS IN PLUMBING,ELECTRICAL,HVAC,MEP.STRUCTURAL,ETC.AS SOON AS _ �" E309 IDRIVE-THRUSYSTEM-Sliding TREATING WASHINGTON WELL SINCE 1690 POSSIBLE IN THE DESIGN PROCESS, W Window FIXTURE PLAN SUBJECT TO CHANGE,CASEWORK AND FIXTURE ELEMENTS SHOWN ON PLANS CASEWORK,FIXTURE,OR EQUIPMENT BY BARTELL.VERIFY ELECTRICAL REO'S WITH = - 231-85Be'suDINGB.R.VlSION CONTACT INFORMATION: 4 ELECTRICALPRINTANDEQUIPMENTSCHEDULE. DIEBOLD WINDOW B WHICH INCLUDE ELECTRICALANDIORPLUMBINGSHALLRECEIVENOSIGNIFICANTCHANGES IZ � i� DOORBELL www.bartelldrugs.com CORPORATE OFFICE UNLESS ABSOLUTELY NECESSARY-CHANGES TO PLANNED BUILDING SYSTEMS I— o E313 EDWAHI:;S ADAPT-A-BELL120V SYSTEM p,206.763.2626 4025 DELRIDGE WAY SW STE 400 INFRASTRUCTURE ARE NOT ANTICIPATED. q 3 CASEWORK OR FIXTURE BY G.C. = f.206.763.2062 SEATTLE WA 98106 ARCHITECTAND CONTRACTOR SHALL ENSURE ALL SINKS AND WET EQUIPMENTARE PLUMBEDTO I < E317 SECURITY GRILLE-SIDE FOLD CORNELL VISIONGLIDE SIDE FOLD �_ w BLOOD PRESSURE MACHINE. MEETCODE(S)INCLUDING PEC'S FOR SOUD-AND/OR GREASE-INTERCEPTORS.ALL P-LAM WAINSCOT PER BARTELL SPEC,SEE WALL FINISH PLAN, s E42q INIERCEPTORSTOBEDESIGNEDTOTHEMINIMUMSIZENECESSARYASREQ'DBYCODE,MEN PHARMASMART !PS2o0o(D) 0 20 Lu Rx ROBOT. o BOB EDWARDS Q SLAB-ON-GRADE DITIONSMULTIPLE UNITSPPLY WHEN NECESSAE SYSTEM RY) DESIGN SHALLRED LUDEOVER LARGER ER-COUNTER Lu a E421 DIRECTOR,STORE DEVELOPMENT rn TYPE MODELS(W(NTH MuuIPLE UNITS NhiEN NECESSARY)FAVORED OVER URGERMODELS THAT ELECTRICAL AND LOW-VOLTAGE WIRING SHALL FEED THROUGH SLAB,WALL,OR LLI w KIRBY-LESTER KL100 in MUST BE BURIED UNDER-SLAB,ALL INTERCEPTOR SYSTEM DESIGNS SHALL ACCOMMODATE POWER-POLE AS INDICATED ON PLAN INTO BASE OF CASEWORKIFIXTUREBY Z N E422 EXAM TABLE. p.206787.1182 bobe@bartelldrugs.com v AIR-GAP REQ'S PER HEALTH CODE.ARCHITECT SHALL INVESTIGATE APPLICABLE REDS AS SOON 35 BARTELL,VERIFY LOCATION WITH BARTELL.FINAL CONNECTIONS TO BE COMPLETED w RITTER 222 REQ'S a MICROWAVE , PROJECT INFORMATION: 'd AS POSSIBLE IN THE SCOPE OF THE PROJECT AND BARTELL SHALL BE NOTIFIED IF THESE n BY G.C.-COORDINATE INSTALLATION WITH BARTELL,SEE BARTELL SPEC.FOR REQ'S. Lu E48q vARIEs, VARIES .� CANNOT BE MET.ALL SYSTEM DESIGNS AND EQUIPMENT SELECTION SHALL BE APPROVED BY ILL. PROVIDE BLOCKING WITHIN WALL AT FIXTURES AND CASEWORK' o E519 REDE SE I,I-n-r r.t,nn I_DISPENSER BOBRIOK e-s94a N BARTELL, 39 LOCATION INFORMATION: 4o G.C.TO PROVIDE MICROWAVE WALL CABINET.SEE C21A301 FOR DETAILS.PL.1 FINISH E522 SOAP DISPENSER BOBRICK 8-411274 3 UON. .� E523 SOAP DISH BOrziC BK 11-7680 204TH ST NE&HWY9 ARLINGTON WA 98223 E526 SURFACE MOUNT PAPER TOWEL DISP BOBRICK B-4202 j O O ARLINGTON I � c PROJECT DESCRIPTION: ti �T_ E.309j SINK co E.523 ID i0 L391,12j 0 NEW STORE g S P R N OPN PRNT o E.522 N 3912j SPDRP g80�1. VIAL DIAL —o��o� 12 DRIVE—THRU 12 m E.526 PGS SHE'', R S ER 2D ___. ASSIGNMENT DRAWINGS - Y -----, 12� R M . FILE POWER 0 BOTL _ C-0 U IE 421j j3511.2.� 9791 $Q — — — _-.....- --- v SF SUMMARY GFE SUMMARY E O c OFFI E c r`------- -`-- r+l :\ - -------- T 1 COOLERS WALL --- 9791 Al g�jg� 3 114 SITORAGE SALES FLOOR COOLER PHARMACY FRONT c an d 1 1 3 CARE CLINIC 4-WAYS a _ 9781 00 x FRONT END TTL BACK ,� 12 ---- — 2j- VIAL 0>1 E.206 _ _ PIxPIus ------- XWA2 ~ �-- 12.j II II I - - - � � n EXTRAS SUPPORT : CHECKOUT 0 _TT A E E Q Q� �E. .523 J STORAGE — L12j BACK END TTILTOTAL GFE O -- 522i TOTALSF ENDS PRNT f g78� E.1021 -- - - ---- -- sF1GFE CN PHARMACY [ 6 /8 6 111 VIAL J C.313 E.313 NOTE: �. v j47 32 n ( Tl _ ASSIGNMENT DRAWINGS TO CONVEY INTENT OF 2j 9�8� Rx CHECI"\ d� - - o DESIGN ONLY 3� 1 E FIXTURE PLAN SUBJECT TO CHANGE-CASEWORK o VIAL l� 12 E 5191 AND FIXTURE ELEMENTS SHOWN ON FLOOR PLAN F D —' ti} ------ WHICH INCLUDE ELECTRICAL ANDIORPLUMBING PRNT nJQD \q ELEMENTS RECEIVE NO SIGNIFICANT CHANGES T 1 9 U O p 1 L L T A L L {Q4 E• 51 113 j UNLESS ABSOLUTELY NECESSARY-CHANGES TO VV PLANNED INFRASTRUCTURE(MEP,ETC.)ARE NOT '� �_ ANTICIPATED. a - - COUNSEL 2 m 1121 j DRAWING INFORMATION: o I 1 I I K w MAR I N G I DRAWING TRACKING INFORMATION: n N TABLE I MARK DATE DESCRIPTION �I E w x COAT — —RECEPTION_ _ — _ 111C —, 2017.05.18 DRAFT FOR REVIEW 05 E x — — - _I 2017.05.19 ISSUED FOR ASSIGNMENT 04 Q � --- - - - - - - - - - - - - - - - - - ---------- -T-- ------- T HOOKS S AT U S 1 2017.06.23 EDG UPDATES x == ==I RxP ' CXP ====-----_= CO NSEL REG REG RxP REG _ a 12 WHITE BOARD I35i12 36Hx48WLj STORAGE 35;12 N FO E.317 b o —_. /WAI1N� f_ DROP-OFF24 X48X 72 — — -- — — — — — — — — — — — — — — — O DRAWN BY NRL ' - - - - - - - - - - - - - =====L- - - PICK—LJF' t-._,, '• ^ 39 12� ' I ' PLOT BY NRL PLOT DATE 2017,06.28 0 2051 DRAWING TITLE: v '- 12 E.422 -Ej i ENLARGED FIXTURE I o o I 04 E 205J + _ — � - - - - - - � — _ _ - - � _ - - LA ASSIGNMENT o- 12, v/ riT/ \\. /_\ - - - - - -rl— _ - - - - — - - - n — —1- - C39 — — 1 1 12 i i r DRAWING NUMBER. LA 48/19 ENLARGED FIXTURE PLAN a PHARMACY SCALE: 1/2"=1' N P Am403 n LL 11 2 1 3 4 5 6 C O 1 2 3 4 5 6 - - FLE, EFERENCE EQUIPMENT SCHEDULE -70 �,RT '� L GENERAL FIXTURE PLAN NOTES REFER TO EQUIPMENT SCHEDULE SHEET A-601 TO A-604 FOR DETAILED RED'S WATER COOLER VARIES HAL - ASSIGNMENTDRAWINGSTOCONVEYINTENTOFDESIGNONLY.ARCHITECT TO VERIFY ALL IF TAYLOR HA'813LFS-C-ADA LV ASPECTS OF DESIGN FOR CODE COMPLIANCE,STRUCTURAL INTEGRITY,CONSTRUCTABILITY, REFRIGERATOR(BREAK AREA,Rz) A AND COST EFFECTIVENESS.MODIFICATIONS TO DESIGN TO BE APPROVED BY BARTELL.ALERT VARIES VARIES � fR.LA'TINCs WASHINGTON WELL SINCE 1890 o BARTELL TO CONFLICTS IN PLUMBING,ELECTRICAL,HVAC,MBP,STRUCTURAL,ETC.AS SOON AS a ND DRYER ABI2WHITE �+ POSSIBLE IN THE DESIGN PROCESS. ____ DVSON 301828-01 KEY NOTE) CONTACT INFORMATION: Q FIXTURE PLAN SUBJECT TO CHANGE.CASEWORK AND FIXTURE ELEMENTS SHOWN ON PLANS - J `� NKDISPOSAL REFRIGERATION EQUIPMENTBYBARTELL.NEMA5.15 RECEPTACLE ON DEDICATED CIRCUIT REQD o WHICH INCLUDE ELECTRICALANDIORPLUMBINGSHALLRECEIVENOSIGNIFICANTCHANGES 39 12,1 IU ,j 1, IINSINKERATOR BADGER5YHP ( Q www.bartelldrugs.com CORPORATE OFFICE D B ° o IUG MOLD NO REMOTE COOLING REQ'S. p.206.763.2626 4025 DELRIDGE WAY SW STE 400 INFRASTRUCTURE R NOTA NECESSARY TO PLANNED BUILDING SYSTEMS LEGRAND 2000PM S 1 o STUB IN PLUMBING AND ELECTRICAL FOR FUTURE ICE MACHINE PER MANUFACTURER'S REO'S f.206.763.2062 SEATTLE WA 96106 NFRASTRUCTURE ARE NOT ANTICIPATED. I ARCHITECT AND CONTRACTOR SHALL ENSURE ALL SINKS AND WET EQUIPMENT ARE PLUMBED TO ____ -- ECURITY GRILLE-SIDE FOLD CORNELL VISIONGLIDESIDEFOLD c MEET CODE(S)INCLUDING REC'S FOR SOLID-ANDIORGREASE-INTERCEPTORS.ALL fJ .. LOOD PRESSURE MACHINE. 12 PRINT AND EQUIPMENT OREQUIIPMENTBY BARTELL.VERIFY ELECTRICAL RED'SVdTHELECTRCAL o INTERCEPTORS TO BE DESIGNED TO THE MINIMUM SIZE NECESSARY AS REQ'D BY CODE.WHEN E. 25 E.5PHARMASMART PS2000(D) p BOB EDWARDS SLAB-ON-GRADE CONDITIONS APPLY THE SYSTEM DESIGN SHALL INCLUDE UNDER-COUNTER 1 1 XROBOT. ` CASEWORK OR FIXTURE BY G.C. DIRECTOR,STORE DEVELOPMENT w - TYPE MODELS(WITHMULTIPLE UNITS WHEN NECESSARY)FAVORED OVER LARGER MODELS THAT I I �3 2 V `' I I O KIRBY-LESTER Kuoo '22 1 p.06767.1182 bobs@barteldrugs.wm io MUST BE BURIED UNDER-SLAB.ALL INTERCEPTOR SYSTEM DESIGNS SHALL ACCOMMODATE ---- ---'— v AIR-GAP PER HEALTH CODE.ARCHITECT SHALL INVESTIGATE APPLICABLEREO'SASSOON \_% E.522 XAM TABLE. ELECTRICAL AND LOW-VOLTAGE WIRING SHALL FEED THROUGH SLAB,WALL,OR RITTERAS POSSIBLE IN THE SCOPE OF THE PROJECT AND BARTELL SHALL BE NOTIFIED IF THESEREQ'S RINTER-KIOSK POWER-POLE AS INDICATED ON PLAN INTO BASE OF CASEWORKIFIXTUREBY PROJECT INFORMATION: CANNOT BE MET.ALL SYSTEM DESIGNS AND EQUIPMENT SELECTION SHALL BE APPROVED BY IE.517 •4CKODAK o350 �' 35 BARTELL.VERIFY LOCATION WITH BARTELL.FINAL CONNECTIONS TO BE COMPLETED BARTELL E.519' BY G C COORDINATE INSTAL'ATION"JITH BARTELL SEE BARTELL SPEC FOR REQ'S, LOCATION INFORMATION: RINTER DUPLEXE, - ��5� -. KODAK DL210o38 PROVIDE BLOCKINGAND FRAMINGTOACCOMMOOA7EALLFIXTURESAND J InlJ l\Q V L E.516 108 $ E463 HOTD KIosK Pc. KODAK Gaxi _EQUIPNICNT VERIFY CONFIGURATION PRIOR THROUGH-IN 4 x/t 8 x 7 2 O E.31] G C TO PROVIDE MICROWAVE WALL CABINET SEE C21A301 FOR DETAILS PL.1 FINISH 2O4TH ST NE&HWY9 b F E480 MlcRownvE 40 ARLINGTON WA 98223 74 - VARIES. VARIES HLN -_- IE.524 E.312 p E481 ICE MACHINE PROVIDE BLOCKINGATWALL FIXTURE AND LOCKER LOCATION(S)IFREQDBYCODE. ARLINGTON 39 12 _;. SCOTTSMAN PP-00330MA-1 ( 47 ALL BLOCKING SHALL BE CONCEALED WITHIN WALL / ^ E516 TOILET TISSUE DISPENSER BOBRICK 8-2840 S / _,�� PROJECT DESCRIPTION: \ _ 0 .�2051... __-} J O JANITOR\ — — _..I E517 MERROR AT COVER DISPENSER BOBRICK B 1830 J I/i 11 O :E.51 a N 12 E.42� E518 - -- C NEW STORE o \ - O 1 0� i E519 RECESSED PAPER TOWEL DISPENSER BOBRICK B3944 `I E.U121 E520 522I � SANITARY NAPKIN DISPOSAL BOBRICK B•254 / 1 ASSIGNMENT DRAWING � \ � O E522 SOAP DISH BOBRICK B-7680 12 - - - A $ SOAP DISI GNSt>R BOB RICK B-4112 \ � E523 I o o Y �39 TT — — — I I 04 E,206 24 E5 BABY CHANGING STATION STORK KOALAKARE KB100 \ - -- - > y� J 401,E.480 O1 U J """"""' E525 SPECIMIN PASS-THRU AJW U905 < \I_ - i SF SUMMARY GFE SUMMARY E 524 - __ E C 13:_ i ---"""... E526 URFACE MOUNT PAPER TOWEL DISP BOBRICK B-4262 l' ` ~— COOLERS WALL CareClin' — J CJ" 5 315 COOLER U N SALES FLOOR rn LLLJ 109 - / PHARMACY FRONT E 51] \ 1 C CARE CLINIC 4-WAYS a �2� �E 520 1 6 $. co FRONT END TTL BACK E.526 -- - PIX I � s E.516 SUPPORT CHECKOUT T ----- - �f S E.51 STORAGE rr ---- 2 3 42 /-i 0 0 BACK END TTL - TOTAL GFE o 39 12 ( 2I S M T ,.... . P I I ... _..._.. _.. C •. N II II ..-1_.. Ol — TOTAL SF ENDS N 7' L �2 CI E.�i12 Z;�] � II SFIGFE - .-I - 0 '•1 co C o -rL NOTE: E.�25 0 0 o R EAK �) ASSIGNMENT DRAWINGS TO CONVEY INTENT OF E.206, D f E.5_ 14(1 F DESIGN ONLY CareClinic REOTROOMJ C ANDFIFIXTUR FIXTU PLAN RE ELEMENTS UBJECTSHOWN WNON CASEWORK B1 N B2 N WHICH)INCLUDE ELECTRICALAND/OR FPLUMBINGO N SCALE: 1/2"=1' SCALE: 1/2"=1' ELEMENTS RECEIVE NO SIGNIFICANT CHANGES C I UNLESS ABSOLUTELY NECESSARY-CHANGES TO PLANNED INFRASTRUCTURE(MEP,ETC.)ARE NOT ANTICIPATED. coTHREE K10SKS _ m IE.463] �E.463 N � ti DRAWING INFORMATION: --------------- --------------- --------------- 011`IER ` DRAWING TRACKING INFORMATION: 21 MARK DATE DESCRIPTION E — \ Q Q Q \ POLE i 2017.05.18 DRAFT FOR REVIEW a 4 8/1 6 4 8/1 6 48 16 ' 2017.05.19 ISSUED FOR ASSIGNMENT m --------------- --------------- --------------- T ME1 20170823 FOUNTAIN OMISSION ---- , ILITY HE W T 3 A-�.D 12 E.488 t [:. I l a O _ 102 _ C> ... o `. .. ! 36Hx4R�I c 0 1 --\ �.461 E_46�PH—CSCR C I ELECTRIgk/ DRAWNBY NRL -- TELECOt�1M.\ PLOT BY NRL\I E.462 [12I35 ZG \ 105 PLOT DATE 2017.06.28 c - ----- --------- - ---- ._.. _ ...--- --------------- ----------- - ___ ___ - � ._ 142t5l DRAWING TITLE: CE E.4$11 -- ICJ - � ---------- o 316 ETbS - ENLARGED FIXTURE c � 6l/8� 6l/8� 6-1 8� 6T/8� =—�_�. — - -- — -- 6l/8 6 8 MACHI 49� ASSIGNMENT DRAWING NUMBER: Al , BREAK & ELECTRICAL ao 4 SCALE: 1/2"=1' N A5 SCALE: 1/2"=1' ND Am404 4-LL 1 2 3 4 5 6 n c 1 2 3 4 5 6 BARTELL � - C RECL59ED ift.. o CONTACT INFORMATION: o www.bar(elldrugs.com CORPORATE OFFICE o p.206.763.2626 4025 DELRIDGE WAY SW STE 400 36, 36" 36" 36" 36" 60" 72" 5 �- �— f.206.763.2062 SEATTLE WA 98106 81, PEEP HO E IN 8, r a o BOBEDWARDS c OFFICE OOR 14 a 4 _ DIRECTOR,STORE DEVELOPMENT ONLY `— p206.767.1182 bobe@badelldrugs.com i�o' ❑ o m. . ... a PROJECT INFORMATIONoo x-L -_ LOCATION INFORMATION: 8"SHELF 161,�` 3 204TH ST NE&HWY9 ARLINGTON WA 98223 74 II ARLINGTON LA RecessED srrei"e CHANNEL PROJECT DESCRIPTION: A B C D E F G H gSOLID CORE WOOD SOLID CORE WOOD HOLLOWMETAL DUTCH SOLID CORE WOOD wNENT ELIASON SWING OVERHEAD ROLLING SLIDING ACCORDIAN GRILLE NEW STORE 0 N C DOOR TYPES ASSIGNMENT DRAWINGS LA E SFSUMMARY GFESUMMARY LINE OF STOREFRONT GLAZING SYSTEM- COOLERS WALL SEE GLAZING SCHEDULE SALES FLOOR COOLER PHARMACY FRONT _.. ... _ FRONT END TTL 4-WAYS - - DOOR SCHEDULE �.. - ---- BACK ---- ---- -- --- -- ---- - ry O L. SUPPORT FIX PLUS ----- _ ----J I --. - - -- - _ _ �- RECEIVING CHECKOUT o NO. LOCATION OPENING TYPE MATERIAL FINISH INFO COLOR GLASS TYPE MATERIAL FINISH (REMARKS UTILITY TYPE o - SIZE FACTORY _.. --._._..- BACK ENO TTL TOTAL GFE 72" NG [16] 1_4 i 100E VESTIBULE SINGLE 8'-0"x T-0" J ALUM ANOD BRONZE TEMP PAINT :ANOD 1,4,7,10,11, N i i i i i i FACTORY � - TOTAL SF - ENDS 0 100C VESTIBULE DOUBLE 12'-0"x T-0" J ALUM ANOD BRONZE TEMP [16] PAINT �ANOD 1 4 7,10,11 14 SFIGFE FACT N 42N"PANELWIDTH 101A ENTRYDOUBLE 14'-0"xT-0" J ALUM ANOD BRONZE TEMP 16 PANTORY !ANOD 1 4,7,10,11 14 NOTE: -- c _ +" 1018 EMERGENCYEXIT T-O"x T-O" C HM PAINT P1 N/A N HM ANOD 5 9 10,ALARMED PANIC BAR CONTROL 02 TEMP/ ASSIGNMENT DRAWINGS TO CONVEY INTENT OF LA w 102 UTILITY T-O"x 7'.0" B WD PLAM PL1 FROST N HM PAINT 3,6,9 DESIGN ONLY 104 BREAK 3'-0"xT-0' B WD PLAM PL1 FROST TEMP/ I' N _H_M PAIN_T3,6,_9 _ FIXTURE PLAN SUBJECT TO CHANGE-CASEWORK AND FIXTURE ELEMENTS SHOWN ON FLOOR PLAN WHICH INCLUDE ELECTRICAL AND/OR PLUMBING 105 ELECTRICAL/TELECOMM. T-O"x 7'-0" E WD PLAM P1 N/A N i HM PAINT 3 61. ELEMENTS RECEIVE NO SIGNIFICANT CHANGES - - 106 UNISEX RESTROOM 3-0"x7-O" A WD PLAM PL1 N/A N HIM PAINT '2 3,6 9 UNISEX SIGN UNLESS ABSOLUTELY NECESSARY-CHANGESTO 0 107 JANITOR 3'-0'x7'-0" E WD PLAM P1 N/A c N HM PAINT 3 6 PLANNED INFRASTRUCTURE(MEP,ETC.)ARE NOT TEMP/ - - __- 108 UNISEX RESTROOM 3'-0"xT-0' A WD PLAM PL1 N/A N HM _ -PAINT 12,3,6,9,UNISEX SIGN _-- ANTICIPATED. o J 109 CareCimic 31-01,x7'-0" B WD PLAM PL1 FROST N HM PAINT 13 6 NOCLOSER i t SIDE FOLDING GRILLE *SEE NOTE 16 m (N STOREFRONT ENTRY WITH INSULATED SAFETY GLASS 111AI PHARMACYGATE 32'-3"x 9'-0" H HM ALUM CLEAR WA "[16] 'IjAtIIAL_ANODL ADDITIONAL WIDTH AT POCKET o TEMP/ DRAWING INFORMATION: TYPES /� T 111 B RxTO COUNSEL RM T-O"x 7'-0' D WD PLAM PL1 FROST N HM PAINT 3,6,DUTCH DOOR,9-LOWER HALF SELF CLOSIN( N DOOR I i P EJ V ON I r D Rx CASEWORK HALF G.C.TO PROVIDE LEVERSET AND 1 PAIR HINGE DRAWING TRACKING INFORMATION: B 1 DOOR BYBARTELL- HARDWARE TO MATCH STYLE PER SPEC.AND N MARK DATE DESCRIPTION 111C HARDWARE BY G.C. 3'-0"x3'-5" 1 1 D WD IPLAM PL1 N/A CUSTWOOD PL1 REST OF STORE d TEMP/ 2017.05.18 DRAFT FOR REVIEW E 40" 112 COUNSEL RM T-O"x 7'-0" D WD PLAM PL1 FROST N I HM PAINT 3,6,DUTCH DOOR,9-LOWER HALF SELF CLOSIN( 2017.05.19 ISSUED FOR ASSIGNMENT ,rn 36„ SEE SCHEDULE FOR OPENING SIZE 113A STOCKROOM DOORS 5'4"x 7'-0" F WD PLAM PL1 ACRYLIC O HM PAINT ELAISON DOOR(INCL.ACRYLIC RELTE) 113E RECENINGDOOR 6'-0"xT-0" G STEEL FACTORY FACTORY WA [16] 'STEEL PAINT 10 12 PEEPHOLE *SEE NOTEI6 - _. R C -_ L- � 113C EMERGENCYEXfi 3'-0"xT-0" C HM PAINT MATCH N/A N IHM PAIN�5 9 10 ALARMED PANIC BAR CONTROL c -. t_. Pi '9,PEEPHOLE,NRP HINGES a 114 OFFICE 3'-0"xT-0" C HM PAINT EXTERK) WA N HM PAINT it v _PAINT 110,13,KNOX BOX PER F 115 SPRINKLER RISER RM 3'-0"x T-0" C HM PAINT R N/A N HM IRE DEP'T. REMARKS 1 PROVIDE DECAL SIGN WITH 1"WHITE LETTERS ON CLEAR BACKGROUND READING:THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS'LOCATE ON INSIDE OF DRAWN BY NRL c 2 PROVIDE AND INSTALL 6"SQUARE INTERNATIONAL SYMBOL OF ACCESS SIGN ON EXTERIOR OF DOORS. PLOT BY NRL ti 3 PROVIDE LEVER HANDLES ON ALL MAN DOORS(EXCEPT STOREFRONT)PER BARTELL SPEC.NO THUMB TURNS FLASH BOLTS OR DEAD BOLTS ALLOWED o -- - -- PLOT DATE 2017,05.22 d 4 U-VALUE MAX=0.90 TESTED AVG.FOR LEAF&FRAME AS UNRASSEMBLY(STOREFRONT) --� 5 SELF-CLOSING,20 MIN.LABELED,GASKETED SIDES&TOP,NRP HINGES w w 8 SOLID CORE _- - - - ------- - - _7 OFFE DRAWING TITLE: SET DOORS AND GLASS _ _ _ 8 U-VALUE MAX=0.60 FOR SYSTEM TESTED ASUNIFASSEMBLY(SOLIDDOORS) _-_ __--_ _.., DOOR SCHEDULE c a 10 WEATHERSTRIP --___-- -__.__. __ _ ¢ ASSIGNMENT a 11 ANODIZED FRAME-CLEAR 3-COAT SYSTEM Y N 12 POWER OPERATED WITH MANUAL-OVERRIDE CHAIN-OPERATED HOIST.INSULATED.PEEP HOLE. T 6 HOLLOW METALw/JAMB HOLLOW METAL OPENING 13 LOST MOTION LEVER ON EXTERIOR HANDLES .-__,._,... DRAWING NUMBER: a 14 POWER OPERATED DOOR IN CLEARANODIZED ALUMINUM FINISH.VERIFY MANUFACTURER. - 15 NOTUSED 18 TRACK MOUNTED SYSTEM PER MANUFACTURER -_ _ o FRAME TYPES 17 SINGLE SLIDER VERSION OF 14'-0"WIDE DOUBLE SLIDER MAIN ENTRY DOOR PER BARTELL SPEC A_601 rn c 1 2 3 4 5 6 LL a 0 1 2 3 4 5 6 .N �N.. u -o O ti G,.. - 7N o CONTACT INFORMATION: >L www.bartelldrugs.com CORPORATE OFFICE p.206.763.2626 4025 DELRIDGE WAY SW STE 400 f.206.763.2062 SEATTLE WA 98106 BOB EDWARDS c DIRECTOR,STORE DEVELOPMENT p.206.767.1182 bobe@bartelldrugs.com PROJECT INFORMATION: v, do n - LOCATION INFORMATION: o N 204TH SINE&HWY9 r 3 ARLINGTON WA 98223 74 v ARLINGTON v L rn PROJECT DESCRIPTION: o w g NEW STORE 0 N ASSIGNMENT DRAWINGS MATERIALS &FINISHES SCHEDULE an _._.- ACCEPT SBSTTN .w NO. MATERIALIFINISH BRAND MODEL COLOR SOURCE NOTES YIN SF SUMMARY GFE SUMMARY rn F.1 O1 Landscape Fabric Mirafi 140N G.C. Y --- --- ---- -- 4-layer built-up fiberglass/asphalt system with COOLERS - WALL - `d' N F.103 Built-up roof Malarky M4-BHB System G.C. minimum 15 year warranty. Y SALES FLOOR - COOLER - c Z PHARMACY FRONT F.1 O4 Concrete Sealer Curecrete Chemical C Ashforl Formula CLEAR G.C. Y �+ O FRONT END TTL - 4-WAYS VF.105 CONCRETE WATER REPELLANT ADMIXTURE REOMIX 235 G.C. BACK ¢ W F.1O6 DEXOTEXOR SUPPORT FIX PLUS - ROOM FINISH SCHEDULE J FLOOR LEVELING COMPOUND RAECO RAECO 15-50 G.C. i ---- W RECEIVING CHECKOUT - NO. ROOM FLOOR BASE WALLS WAINSCOT CEILING NOTES Fm- F.1 OT T-BAR GRID SYSTEM ARMSTRONG 2'x4'T-BAR PRELUDE 15/16"EXPOSED TEE SYSTEM ANGLED TEGULAR G.C. UTILITY - 0 100 VESTIBULE CPT2 8"WOOD-P7 P1 NONE BLDG STD *8 J All parts shall be Brass. BACK END TTL TOTAL GFE 101 SALES FLOOR LVT1 CB.1 P1 NONE ACT 1,2,4,5,6,11 _a F.108 90d Flex Connections. 00 COLUMNS N/A NONE P1 STAINLESS WA 5,11 437-2"attaching rings. --- - -- -- N --- W SiMcmudcap. TOTALSF - ENDS _ - 10 FOUNTAIN VCT.2 CB.1 P1 CTA SPLASH ACT *SEE ELEVATION H- S IM. adjusting Ring. _..SF/GFE _ - n COOLER WALL N/A 8"WOOD P7 P1 NONE N/A 7,8 Q UNDERSLAB ELECTRICAL DUCT WALKER #2 DUCT WITH SOURCE 1 FITTINGS. G.C. 896TCK 4-1hV brass ring. N 102 UTILITY SEALED CONCRETE CB.1 P1 FRP STRUCTURE 14, F.112 GLAZING FILM LLUMAR WINDOW FILM GCL SR PS6 G.C. NOTE: ti F.113 POLYVINYL CHLORIDE PIPE WRAP TAPE 3M ISCOTCHRAP G.C. ASSIGNMENT DRAWINGS TO CONVEY INTENT OF 103 WALK-INS { P•1 INTERIOR PAINT BENJAMIN MOORE OG65 CHANTILLY LACE G.C. .PAINT TYPE N DESIGN ONLY �f REFER TO SPECIFICATION FOR FINISH AND w Z P.2 INTERIOR PAINT BENJAMIN MOORE 281-3 CITRONEE G.C. PAINTTYPE N FIXTURE PLAN SUBJECT TO CHANGE-CASEWORK 104 BREAK SEALED CONCRETE CB.1 P1 NONE STRUCTURE 2,4 AND FIXTURE ELEMENTS SHOWN ON FLOOR PLAN C Q REFER TO SPECIFICATION FOR FINISH AND Ot 105 ELECTRICAUTELECO SEALED CONCRETE NONE P1 PLYWOOD STRUCTURE 13,4 0. P•S INTERIOR PAINT BENJAMIN MOORE 2064-40 CLEAREST OCEAN BLUE G.C. PAINTTYPE N WHICH INCLUDE ELECTRICAL AND/OR PLUMBING 106 RESTROOM CT1 SEE WAINSCOT P1 CT2 CT3 GWB 4 10 REFER To SPECIFICATION FOR FINISH AND ELEMENTS RECEIVE NO SIGNIFICANT CHANGES 107 JANITOR SEALED CONCRETE CB.1 P1 FRP STRUCTURE 114, P'7 INTERIOR BENJAMIN 603GRAPHTE G.C. PAINT TYPE N UNLESS ABSOLUTELY NECESSARY-CHANGESTO o PLANNED INFRASTRUCTURE(MEP,ETC.)ARE NOT 108 RESTROOM CT1 SEE WAINSCOT P1 CT2,CT3 GWB l4,10 PLA PLASTIC LAMINATE WILSONART 7957K-12 ZANZIBAR G.C. N ANTICIPATED. - 109 CareClinic VINYL1 6"SELF COVE P2 NONE ACT 14, PL2 ¢ 110 WAITING LVT2 PLAM O/WOOD P1 PL1 ACT 1,4,6,7,12,13 . PLASTIC LAMINATE WILSONART 7909-60 FUSION MAPLE G.C. IN n 00 III PHARMACY CPT1 COVE BASE P1 NONE ACT j2,4,5,6,7, Q PL.3 PLASTIC LAMINATE WILSONART 1573-60 FROSTY WHITE G.C. N m 00 SOFFIT FACE N/A N/A P1 UON PL1 GWB 16,7,12,13 J N PLA PLASTIC LAMINATE WILSONART 4667-60 GREEN TIGRIS G.C. N 10 112 COUNSEL RM VINYL1 6"SELF COVE P1 PL1 ACT _ 4,13 IL DRAWING INFORMATION: 113 STORAGE SEALED CONCRETE NONE P1 8'PLYWOOD STRUCTURE 3,4,5 PL.S PLASTIC LAMINATE WILSONART 488040HW CARBON MESH G.C. N ry 114 OFFICE SEALED CONCRETE COVE BASE P1 NONE ACT 2,4 PL.6 •LEGAcv COLOR.USE ONLY WHEN DIRECTED DRAWING TRACKING INFORMATION. ' 115 SPRINKLER RISER RM _FINISHES PER BUILDING STANDAR PLASTIC LAMINATE WILSONART 7054-60 WILD CHERRY - G.C. BY BARTELL DRUGS. N ----. --_. ----. --_. rn _ FRP FRP•1 FIBER REINFORCED PLASTIC VARIES "CRACKED ICE"OR"PEBBLE"FINISH WHITE G.C. y MARK DATE DESCRIPTION 2017 05.18 DRAFT FOR REVIEW VCT.1 VCT ARMSTRONG STD.EXCELON IMP.TEXTURE 5185E SANDRIFT WHITE G.C. TO TURNOVER Y E MISCL. P-LAM ITEMS 201705,19 ISSUED FOR ASSIGNMENT c y' A STOCK,Fix DUTCH DOOR,OTHER P-LAM DOORS PL1 UON -- --- VCT.2 SLIP RETARDANT VCT ARMSTRONG SAFETY ZONE 57000 EARTH STONE G.C. Y - = cBREAK AREA CASEWORK BYG.C.TO HAVE PL2 EXTERIOR,WHITE MELAMINE INTERIORS.COUNTERTOPS=PL4 Z VCT.3 STATIC DISSIPATIVE VCT ARMSTRONG STATIC DISSIPATIVE SDT 51951 ARMOR GRAY G.C. Y o B - C MARKING TABLE COUNTERTOPS AND SHELVES=PL4 131: LVT.1 LUXURY VINYL PLANK ARMSTRONG NATURAL CREATIONS ARBORARTTP064 GRIST MILL TOASTED G.C. N WHEREREQ'D(WAINSCOTTTRM,PARTIAL HEIGHT WALLS WITH WOOD CAPS,ETC.)TO BE P-LAM OIWOOD=PL1 LION 00 LVT.2 LUXURY VINYL PLANK ARMSTRONG NATURAL CREATIONS MYSTIXT0715 SILK SCARF BLACK SILVEF G.C. N ¢ D J V LL SV.1 SHEET VINYL(12-GOODS) MANNINGTON INSIGHT PLUS LIMESTONE WALK 6624 SOAPSTONE G.C. Y 'i NOTES CPTA CARPETTILE MATWORKS PREFERENCE EZE 37oz W/3/8"FOAM BACK SILVER G.C. NOTE:3/8"FOAM BACK REQUIRED N N --- ---. --- -_ 10 1 SEE FLOOR FINISH PLAN FOR TILE LAYOUTAND MATERIAL TRANSITIONS CPT.2 Available trom The Networks;1-(Soo)-s23sn9 O CARPETTILE MATWORKS DREADNOUGHT-DIAGONAL CHARCOAL G.C. ww.v.themafworks.com y - - ALL WALLS RECEIVE BASE EXCEPT WHERE FIXTURES COVER OR UNLESS OTHERWISE NOTED.BASE TO CONTINUE 12"BEHIND FIXTURES.VERIFY i DRAWN BY NRL 0 CT.1 N 2 WITH BARTELL CERAMIC TILE OLYMPIA YURA NEW 12"x18"T1LE OV.YN.FGY.1218 FOGGY G.C. G.1 GROUT y PLOT BY NRL 0 3 PROVIDE FIRE RETARDANT PLYWOOD WAINSCOT FROM 0'4"AFF TO 8'4"AFF.OMIT PLYWOOD ABOVE DOOR( ). CT.2 S CERAMIC TILE OLYMPIA 18"x78"TILEOV.YN.SN07818 SNOW WHITE G.C. G.IGROUT y PLOT DATE 20180823 d 4 DOOR JAMBS-ENAMEL PAINT TO MATCH ADJACENT WALLS OR P7 AT COOLER DOORS. 5 PAINT COLUMNS P1.METAL COLUMNS SHALL BE ENAMEL TO MATCH P1. J CT•3 CERAMIC TILE OLYMPIA 4"x18"BULLNOSE TILE SNOW WHITE G.C. G.1 GROUT Y y 6 VERIFY PAINTTRANSITK)NS ON-SITE WITH BARTELL DRUGS. H CTA CERAMIC TILE OLYMPIA 12"x24"TILE OV.YN.TOB.1224 TOBACCO G.C. G.2 GROUT Y DRAWING TITLE: 7 SEE c a 6 HANGING WAIL WALL FINISHEDDINWITH 1/2"PLRYWOOD++GWB WHEREUREQ'D BYCODE.FINISHED FACE TO BE FLUSH WITH GWB O/PLYWOOD ON COOLER SCHEDULES I E GA GROUT LATICRETE EPDXY 24 NATURAL GREY G.C. SUB:PRISM NATURAL GRAY Y ¢ SCHEDULES 9 DOORAT CARE CLINIC TO BE PL1 EXTERIOR FACE AND PL2 INTERIOR FACE G.2 GROUT MAPEI 04 BAHAMA BEIGE G.C. SUB:PRISM#541 WALNUT Y ASSIGNMENT ¢ 10 CERAMIC TILE+BULLNOSE TRIM TO BE+58"TO UTILIZE FULL TILES.PROVIDE ADA ACCESSIBLE TRANSITION BETWEEN CERAMIC TILE AND VCTAT CB.1 ROPPE OR ROPPE BLACK-BROWN#193 0 11 SALES AREA COLUMNS TO RECEIVE STAINLESS STEEL WRAP CANTED ATTOP EDGE PER BARTELL SPEC.INSTALL COLUMN WRAPS AFTER RUBBER COVE BASE ARMSTRONG ARMSTRONG TO MATCH BLACK-BROWN G.C. CONTINUOUS BASE Y o, 12 OMIT GWB AT P-LAM WAINSCOT.INSTALL PLYWOOD BACKER TO MATCH ADJACENT GWB THICKNESS.P-LAM OVER PLYWOOD WITH VERTICAL GRAIN J RST.1 RUBBER STAIR TREADS,RISERS,STRINGERS MATCH ROPPE RUBBER TS#193"BLACK-BROWN"TREADS ON SALES FLOOR TO INCLUDE CO G.C. Y 13 OMIT GWB AT P-LAM WAINSCOT.INSTALL PLYWOOD BACKER TO MATCH ADJACENTGWB THICKNESS.P-LAM OVER PLYWOOD WITH VERTICAL GRAIN (� DRAWING NUMBER: ¢ 14 FRP WAINSCOTAT PLUMBING FIXTURES PER BARTELL SPEC. N REDA EPDXY REDUCER STRIP BLACK-BROWN G.C. Y 15 INSTALL GWB OVER PLYWOOD OVER STUDS ON WALLS. _ CG.1 CORNER GUARD VARIES 2"WIDE x 4'-0"HIGH STAINLESS STEEL G.C. 3/32"canted edges Y INSTALL FLUSH WOODEN DOOR PAINTED TO MATCH SURROUNDING WALLS.USE FLUSH DOOR HARDWARE.SPECIFICATION TO BE APPROVE BY 16 BARTELL.DOORAND HARDWARE SHOULD NOT BE NOTICIBLE WHEN VIEWING THE WINDOW BOX FROM THE STREET. ACT•1 ACOUSTICAL CEILING 71LE ARMSTRONG CORTEGA SECOND LOOK 1 #2765 15116"ANGLED TEGU G.C. IY Am602 c i 1 2 3 4 5 6 a 1 2 3 4 5 6 0 s= L o r o CONTACT INFORMATION. a o www.bartelldrugs.com CORPORATE OFFICE o p.206.763.2626 4025 DELRIDGE WAY SW STE 400 f.206.763.2062 SEATTLE WA 98106 Q y PLUMBING FIXTURE SCHEDULE o ACCEPT o BOB EDWARDS SBSTTN DIRECTOR,STORE DEVELOPMENT NO. PLUMBING FIXTURE LOCATION BRAND MODEL DRAIN. COLD HOT ACCESSORIES SOURCE NOTES YIN Sub No. p.206.767.1182 bobe@badelldmgs.wm Q w P101 TOILET RESTROOM HEAVY DUTY WHITE OLSONITE OPEN FRONT SEAT FIXTURES AND ACCESSORIES BY G.C. KOHLER HIGHLINE K3519 DIRECT COLD - BEAMIS 1955CWH G.C. coNNEcnoNs By G.C. Y PROJECT INFORMATION: F P102 URINAL RESTROOM KOHLER DEXTER K-5016ET DIRECT COLD - FLUSH VALVE Z-6003WSIYB G.C. Y K P7 O3 WATER COOLER VARIES HALSEY- FUQURES AND ACCESSORIES BY G.C. LOCATION INFORMATION: TAYLOR HAC8BLFS-Q-ADA DIRECT ICOLD G.C. ICONNEC71ONS BY G.C. Y P201 HAND SINK RESTROOM DELTA 501-WF FAUCET,(1)R7304 17GA STRAINER, FIXTURES AND ACCESSORIES BY G.C. KINGSTON K-2005 DIRECT COLD HOT (1)R361 16GA P-TRAP G.C. CONNECTIONS BY G.C. Y P202 HAND SINK BREAK AREA FIXTURES AND ACCESSORIES BY G.C. 204TH ST NE&HWY9 $ ELKAY CR3322 DIRECT COLD HOT MOEN 7445 FAUCET WITH HAND SPRAYER G.C. CONNECTIONS BY G.C. Y ARLINGTON WA 9$223 74 P2O3 HAND SINK PHARMACY FIXTURES AND ACCESSORIES BY BARTELL ARLI NGTON a f/) 3 ',CASEWORK BY BARTELL Y LOZIER DIRECT COLD HOT Rx SINK KIT BY LOZIER BARTELL (CONNECTIONS BY G.C. N m Z HAND SINK CARECLINIC iSINK BY BARTELL (n P204 (FAUCET,DRAIN,ACCESSORIES BY G.C. p G.C. CASEWORK BY BARTELL PROJECT DESCRIPTION. Z VARIES SOLID-SURFACE DIRECT COLD IHOT I CHICAGO FAUCET 786-GN8AE3ABCP BARTELL (CONNECTIONS BY G.C. N Q = P2O5 HAND SINK FOOD SERVICE AREA, FIXTURES AND ACCESSORIES BY G.C. COUNSEL ROOM PACKAGE INCLUDES BCR15 SINK,LKA2475LF 'CASEWORK BY BARTELL NEW STORE ELKAY BCR-150C DIRECT COLD HOT GOOSENECK FAUCET,LKSB DRAIN&STRAINER G.C. CONNECTIONS BY G.C. Y P206 HAND SINK UTILITY BACK AND SIDE SPLASHES,GOOSE NECK FAUCET, ELKAY EHS-18SSX DIRECT COLD HOT DRAIN,STRAINER G.C. Y N P207 .RINSING SINK FOOD SERVICE AREA ELKAY DCR-2522-10 INDIRECT COLD HOT I FISHER 33118"SWING DECK FAUCET G.C. Y ASSIGNMENT DRAWINGS d P301 SERVICE SINK UTILITY ZURN Z1996-24 DIRECT COLD HOT ZURN ZB41M1 FAUCET G.C. CONNECTIONS BY G.C. Y �n Q P302 FLOOR SINK VARIES — VARIES DIRECT G.C. Y c V FLOOR DRAIN VARIES w wP3O3 VARIES SELF-PRIMING DIRECT - G.C. Y SF SUMMARY GFE SUMMARY c IL P304 COMPARTMENT SINK UTILITY -rn N ELKAY 3C10X14-R/L-12X INDIRECT COLD HOT FISHER 1326912"SWING BACKSPLASH FAUCET G.C. CONFIRM R/L DRAINBOARD LOC.PER PLAN Y .L COOLERS WALL m DIPPING SINK FOOD SERVICE AREA(ICE CREAM) BARTELL Fixture by Bartell. P305 NEMCO 77316-10 INDIRECT COLD - 77350 DIVIDER KIT G.C. Accessories and Connections by G.C. Y SALES FLOOR COOLER - O J P306 RINSING SINK FOOD SERVICE AREA(ESPRESSO) PHARMACY - FRONTEn - ESPRESSO P EPPR662 INDIRECT COLD G.C. Y H FRONT END TTL 4-WAYS DRAIN BOARD FOOD SERVICE AREA(GROWLERS) -- - -- P3O7 VARIES VARIES INDIRECT - - BARTELL STAINLESS DRAINBOARD WITH Y BACK - 4 BELL DRAIN VARIES SUPPORT - FIX PLUS P402 VARIES DIRECT - - G.C. Y GREASE INTERCEPTOR VARIES m J USE SMALLEST MODEL TO MEET FLOW REQ RECEIVING CHECKOUT 'S -- - F- 0 P403 ZURN VARIES DIRECT - - G.C. AND FIT CABINET.GT2700-4,GT2700-7 Y UTILITY - P404 HOSE BIBB VARIES(EXTERIOR) BACK END TiL_ TOTAL GFE WOODFORD RECESSED BRONZE B-65 G.C. Y P405 WATER HEATER VARIES STANDARD 4500-WATT ELEMENT,TIMER,SE AO SMITH ECJ30 DIRECT COLD - OATLEY 24"METAL WATER HEATER PAN OAT34083 G.C. SPECIFICATION FOR DETAILS Y TOTAL SF - ENDS - o _ SFIGFE o LIGHT FIXTURE SCHEDULE NOTE: TOTAL ASSIGNMENT DRAWINGS TO CONVEY INTENT OF ACCEPT FIXTURE COLOR LAMP SBSTTN DESIGN ONLY BSTTN MARK TYPE MANUFACTURER/MODEL# WATTS LUMENS TEMP. LAMPS WATTS SYMBOL LOCATION NOTES SOURCE YIN FIXTURE PLAN SUBJECT TO CHANGE-CASEWORK rn F03 RECESSED 2X4 TROFFER 2X4 LED TROFFER 26.5 4000 3500K LED 26.5 PHARMACY, USE DRYWALL GRID ADAPTER AND FIXTURE ELEMENTS SHOWN ON FLOOR PLAN TBD CARECLINIC,OFFICE **WHERE REQ'D G.C. N WHICH INCLUDE ELECTRICAL AND/OR PLUMBING 2X2 LED TROFFER USE DRYWALL GRID ADAPTER ELEMENTS RECEIVE NO SIGNIFICANT CHANGES o F04 RECESSED 2X2 TROFFER TBD 21 3200 3500K LED 21 VESTIBULE,CLINIC -WHERE REQ'D G.C. N UNLESS ABSOLUTELY NECESSARY-CHANGES TO PLANNED INFRASTRUCTURE(MEP,ETC.)ARE NOT F05 6"RECESSED CAN 6"LED DOWNLIGHT 39 2550 3500K LED 39 SALES AREA,EXAM VERIFY VOLTAGE REQ'D ANTICIPATED. - TBD ROOMS,OFFICES G.G. N 6"LED DOWNLIGHT WALL WASH SALES AREA,EXAM d F06 6"RECESSED CAN WALL-WASH 39 2550 3500K LED 39 VERIFYVOLTAGE REQ'D m TBD ROOMS,OFFICES G.C. N m N OXYGEN MAGNETA LED PENDANT F07 SURFACE MOUNTED PENDANT 5.12 487 3000K LED 5.12 PHARMACYOPENING VERIFYSTEM LENGTH REQ'D ui 3-607-124 G.C. N o DRAWING INFORMATION: F08 8'SURFACE STRIPLIGHT 8'LED STRIPLIGHT 88 8000 3500K LED 88 WALL FIXTURE VERIFY FIXTURES&LENGTHS REQUIRED o w � TBD VALENCE TO BE WITHIN 1'OF END EACH RUN G.C. N DRAWING TRACKING INFORMATION n 0 F09 WALL FIXTURE VERIFY FIXTURES&LENGTHS REQUIRED MARK DATE DESCRIPTION 4'SURFACE STRIPLIGHT 4'LED STRIPLIGHTTBD 44 4000 3500K LED 44 c VALENCE TO BE WITHIN 1'OF END EACH RUN a W G.C. N 2017.0518 DRAFT FOR REVIEW c : Z F10 SURFACE MOUNT WHEN CEILING IS LESS 2017.0519 ISSUED FOR ASSIGNMENT 8'SUSPENDED STRIPLKHT WILED STRIPLIGHT STOCKROOM,BREAK, ^ 88 8000 3500K LED 88 UTILITY 12'-6",CABLE SUPPORT@12'-6"IF W/REFLECTOR TBD G CEILING IS HIGHER THAN 12'-6" c.c. N STOCKROOM, F11 SURFACE MOUNT WHEN CEILING IS LESS 4'SUSPENDED STRIPLIGHT 4'LED STRIPLIGHT ,LOCKER 44 4000 3500K LED 44 THAN 12'-6",CABLE SUPPORT @12'-6"IF ¢` W/REFLECTOR TBD ELECTRICAL, TELECOMM. CEILING IS HIGHER THAN 12'E" G.C. N F12 SURFACE MOUNTED PENDANT COVENTRY12"LED PENDANT 33 3000 3500K LED 33 FOUNTAIN BOTTOM OF FIXTURE 10'-4"AFF P48FL2X-3000-35K-C-1-A-2/PA12-M-LR12-A G.C. N __ -- -- ---- O 8'FLOOD LED LUMINAIRE F13 WALL MOUNT FLOOD 64 3500K LED 64 WINDOWS TBD G.C. N DRAWN BY NRL IMPACT SLIKK LED PENDANT PLOT BY NRL F14 SURFACE MOUNTED PENDANT p6230.LED.35HLBZ.QPD.DM110.SBPC 71 4201 3500K LED 71 CHECKOUTQUEUE BOTTOM OF FIXTURE 10'-4"AFF G.c. N o PLOT DATE 2017 05.22 d NOTE:COORDINATE EXTERIOR LIGHTING DESIGN WITH CENTER DESIGN BYDEVELOPER.PROVIDE BARTELL OPPORTUNITY TO REVIEW ALL LIGHTING SUBMITTALS.WHERE NOT OTHERWISE SPECIFIED,PROVIDE THE FOLLOWING: F20 EXTERIOR SURFACE MOUNTED VOLTAIRE VWPV LED WALL WASH VARIES VARIES 4000K rLED EXTERIOR WALLPAKS VERIFY BLACK OR BRONZE.VERIFY IF y WALL BATTERY BACKUP IS DESIRED G.C. Y DRAWING TITLE m LKGHTWAY LED SCONCE EXTERIOR ENTRY VERIFY BLACK ORBRONZE.VERIFYIF F21 EXTERIOR SCONCE 42 4900 4000K 42 SCHEDULES - ¢ a. MANW-926-LED-F-U-42W-4-ZI-WSA-MCH- PILLARS BATTERY BACKUP IS DESIRED G.C. Y 0 F22 EXTERIOR SURFACE MOUNTED VOLTAIRE VG1 LED VARIES VARIES 4000K EXTERIOR CANOPY VERIFYBLACKORBRONZETOMATCH ASSIGNMENT w CANOPY G.C. Y lL F23 EXTERIOR UPLIGHT VOLTAIRE VF FLOOD LIGHT LED VARIES VARIES 4000K EXTERIOR BUILDING VERIFY BLACK OR BRONZE TO MATCH K ILLUMINATION CANOPY G.C. Y `s w F24 EXTERIOR OPEN/CLOSED OPENCLOSED.COM 8 LED 8 DRIVE-THRU CANOPY DRAWING NUMBER: a 617LED-OC G.C. N F25 EXTERIOR RECESSED SOFFIT LED TBD 4000K LED VERIFY BLACK OR BRONZE G.Q. IY i EXTERIOR PARKING o F26 EXTERIOR HIGH MAST VOLTAIRE VF LED AREA LIGHT VARIES VARIES 4000K LED AREA VERIFY BLACK OR BRONZE G.c. Y rn c Q nAm603 2 13 1 4 1 5 1 6 i LL a c 1 2 3 4 5 6 EQUIPMENT SCHEDULE WEPT �� c -- — SBSTTN E N0. EOUPMENT BRAND MODEL DRAIN COL° HOT VOLTS AMPS PLUG ACCESSORIES SOURCE NOTES/FIN18H YIN 7 ELL E101 TRANEI PRECEDENT HIGH EFFICIENCY) QHVAC RTlJB LENNOX 48ERIE9 G.C. 4708FRon N r N 2G.C. E102 THERMOSTAT HONEYWELL TB$220U GV O y H E103 WAC UNIT HEATER REZNOR GAS FIRED UNIT HEATER G.C. Y WALKAN OR MACKIN COOLER E 104 FREEZER WITHREMOTE COOLINGR VARIES,VERIFY. PREFERRED:CROWN. BARTELL WILL EMEND NATIONAL PRICING TONKA,HUSSMANN. VARIES,VERIFY. INDIRECT VARIES VARIES DIRECTWIRE G.C. WHEN AVAILABLE, V CONTACT INFORMATION: a LL E105 CONDEN ORON-REMOTE COOLER RUSSELL RL031510144 230 G.C. Y E 106 REFEVARIGERATION-COOLER RUSSELL PA2B-1]48 5 G.C. V www.ba�elldrugs.com CORPORATE OFFICE G ; REFRIGERATION-REMOTE FREEZER p.206.763.2626 4025 DELRIDGE WAY SW STE 400 E107 CONDENSER RUSSELL RL05DOL44 230 G.C. Y f.206.763.2062 SEATTLE WA 98106 7 QI = E108 REFRIGERATIONORAT -FREEZER RUSSELL AE48-1011 230 17.4 G.C. Y V MACKIN COOLER OR FREEZER WITH VARIES.VERIFY o BOB EDWARDS -E E201 ONSOARDCOOLING EQUIPMENTWITH VARIES.VERIFYEQUIPMENTWaH NEMA5-15 DIRECTOR,STORE DEVELOPMENT Q BARTELL. BARTELL. EVAP. VARIES 15A CIRCUIT TYPE B BARTELL REQUIRES DEDICATED CIRCUIT. p' �%206,767.1182 bobe@baaelldrugs.com O E202 UNDER COUNTER REFRIGERATOR. NEMA SiS TRUE TUI NIA WA NIA 115V 2.5A TYPE B BARTELL REQUIRES DEDICATED CIRCUIT. ~ E203 UNDER COUNTER REFRIGERATOR. NEMA TRUE TIJI EVAP. - - II5V CIA 1ES5-15 BARTELL REQUIRES DEDICATED CIRCUIT. PROJECT INFORMATION: W E2O4 DIPPING FREEZER. NEMA 5-15 GO W MASTERBILT DDNLCG EVAP, WA NIA i15V B.7A TYPE BARTELL REQUIRES DEDICATED CIRCUIT. C E205 UNDER COUNTER REFRIGERATOR VARIES.VERIFY LOCATION INFORMATION'. O LL EQUIPMENT WI1H VARIES.VERIFY EQUIPMENT WIH NEMA S15 BARTELL. BARTELL. EVAP. "ITV 1.3A TYPES BARTELL REQUIRES DEDICATED CIRCUIT, VT E206 REFRIGERATOR(BREAK AREA,R) CEDICA ED NEMA SIS VARIES VARIES EVAP. 115V CIRCUIT TYPES BARTELL 204TH ST NE&HWY9 E207 KEG COOL R MICRO MATIC GSE-BSA EVAP. 116V 6.7A NEMA S1-5P BARTELL REQUIRES DEDICATED CIRCUIT. ARLINGTON WA 98223 74 E301 SWITCHGEAR,PANELS,DISCONNECTS O.E.ARE D G.C. N FREIGHT DIRECT ACTING C-,FRONT A R L I N GTO N CT E302 FREIGHTELEVATOR OTIB LOAD BOOOLB C.G. J m E303 INCLINE REVERSING CONVEYOR HYTROL SBI-TA G.C. L E304 CONVEYOR BELT POLVMATE ROUGHTOP With NRRALE COVER G.C. MI,24"W1de In DARK BRONZE ANODIZED. PROJECT DESCRIPTION: O E305 1"INSULATED GLASS,MAGNETIC CATCH,4" Lp SL500(OR SIMILAR AS REQUIRED BOTTOM RAIL,FIX<D SIDE LITE,NARROW AUTOMATIC UDIN.DOORS BESAM FOR SIZE PER PLAN) G.C. STILE.E306 SECURITYGRIU.I-OVERHEAD CORNELL V15CNAIRE ESQ10 G CC. CLEAR ANODZEb ALUMINUM NEW STORE N W 6]6 SATIN CHRO E UD _. E307 ACCEPT BE9TMORTISE CYLINDER a ELECTRIC KEYSWITCH LOCK BEST 1W7P44626 WITH A07846 COVER O.L. N E309 RDRIVE XDRHRUEQDIPMENT OIEBOLD DIEBQID VAT 21 ASSIGNMENT DRAWINGS N W Ee09 R%DRIVE-HRU SYSTEM-Slltling tI1-35 MANUAL I'RAN3AIO SYSTEM, DRAWER, ~O f J Wintlow 135d40NE-ON-ONE AUDIO SYSTEM, Z 231.858 V SLIDING B.R.VISION DRAWER HEATER, STAINLESS STEEL C W DIEBOLD WINDOW VARIES VARIES VARIES SHADE BOX KIT G.L. SEE SPECIFICATION FOR DETAILS 0J < E310 WIN 5'-0"8TANDARDVISION V1 WINDOW 'MANUAL TRANSACTION DRAWER 12040 WITH STAINLESS STEEL C RX DRNE-HRU 9Y9TEM-Fix.tl WindmMEBOLD HEATER G.C. SEE SPECIFICATIONFOR DETAILS Ea E31•1 OVERHEADCOILINGSERVICEDOOR VARIES VARIES VARIES VARIES KEY SWITCH E.3071 G.C. OPENING x SFSUMMARY GFE SUMMARY C U - HAND DRYER AB12 WHITE U -m E312 DYSON 30182801 - 11G127V 11.7A DIRECTWIRE Gc. COOLERS - WALL E313DO°RBELL EDWARDS ADAPT-A-BELL12WSYSTEM 1201 G.C. V SALES FLOOR COOLER C E314 TIME CLOCK TIMECLOCK SHgLL ALLOW CONNECTION OF PHARMACY - FRONT HONEY WELL 120 G.C. (2 OR MORE SEPARATE LOADS Y 71 E315 SINK DISPOSAL FRONT END TTL 4-WAYS C INSINKERATOR BADGER 5YHP DIRECT Y V 120 6.3 NEMA5.15TYPE B G.C. Y - Y— Q E316 PLUG MOLD LEORAND 2000PM G.C. IVORY.12"PLUG SPACING, Y BACK SUPPORT - FIX PLUS E317 SECURITY GRILLE-SIDE FOLD CORNELL VISIONGLIDE SIDE FOLD - G.C. CLEAR ANODIZED ALUMINUM m E401 BALER VARIES.VER11 RECEIVING CHECKOUT F EQUIPMENTWITH VARIES.VERIFY EQUIPMENTWITH 220V150A 3-PHA$E DEDICATED CIRCUIT WITH UTILITY -O BARTELL. BARTELL. WA NIA WA 220V 50A CIRCUIT DIRECTWIRE BARTELL DISCONNECT SWITCH oo E420 BLOOD PRESSURE MACHINE. NEMA S15 BACK END TTL - TOTAL GFE PHARMASMART PS20 D) WA NIA WA 115V 3.2A TYPE B BARTELL E421 ROBOT. NEMA SIS NOTE-(1)DEDICATED CIRCUIT AND 12)PLUGS GO KIRBV-LESTER KL100 WA NIA WA 113V 1SACIRCUIT TYPES BARTELL MOD TOTAL SF - ENDS rq EXAM TABLE. NEMA 515 E422 O RITTER 222 NIA WA WA 115V 11A TYPE B BARTELL SFIGFE - E460 PHOTO PROCESSING. NEMA 5-15 'y KODAK APEXK117O NIA WA WA 115V VARIES TYPE, BARTELL f04 E461 PRINTER-KIOSK. NEMASIS KODAK 6850 NIA WA WA 110V SA TYPE B BARTELL NOTE: O E462 PRINTER-DUPLEX NEMA 515 KODAK DL2100 NIA WA WA 120V 12A TYPE, BARTELL E463 PHOTO KIOSK PC. NEMA 515 ASSIGNMENT DRAWINGS TO CONVEY INTENT OF y V KODAK G4X. NIA WA NIA 120V 6A TYPES BARTELL DESIGN ONLY N W E464 FILM PROCESSOR. NEMA 5�15 lL NORITSU T15 NIA WA WA low 12A TYPE B BARTELL W E4SO MICROWAVE NEMA5.19 E J VARIES. VARIES 12N 15A MAx TYPE B BARTELL FIXTURE PLAN SUBJECT TO CHANGE-CASEWORK E —+ ICE MACHINE FILTRATION EVERPURE QL3B WITH 7CBS5 AND FIXTURE ELEMENTS SHOWN ON FLOOR PLAN 1 F E4S1 LTER.SO TSMAN B530P BIN,BGS10 G,c, FILTER AND CONNECTIONS BY GC WHICH INCLUDE ELECTRICAL AND/OR PLUMBING SCOTTSMAN PPC0330MA-1 INDIRECT COLD - 10V 14.3A DIRECT WIRE BAGGER BARTELL EQUIPMENT BY BARTELL ELEMENTS RECEIVE NO SIGNIFICANT CHANGES Q E482 CONDIMENT WARMER VARIES.VERIFY EQUIPMENT WITH VARIES.VERIFY EQUIPMENT WITH NEMA 5-15 UNLESS ABSOLUTELY NECESSARY-CHANGES TO BARTELL. BARTELL. WA WA WA 120V 10-12A TYPE B BARTELL PLANNED INFRASTRUCTURE(MEP,ETC.)ARE NOT 4, E483 WAFFLE IRON VARIES.VERIFY EQUIPMENTWITH VARIES.VERIFY EQUIPMENT WITH NEMA 5-111 ANTICIPATED. BARTELL. BARTELL. WA WA WA 12W 10-12A TYPE B BARTELL Q E484 ESPRESSO BREWER FILTRATION EVERPURE QL3B WIWITH7LB5-S G.C. FILTER AND CONNECTIONS BY G.C. LA MARZOCCO LINEA 2EE INDIRECT COLD - 220V 30A CIRCUIT US 30R FLTER BARTELL EQUIPMENT BY BARTELL E486 COFFEE BREWER FILTRATION EVERPURE QL38 WITH 7CB- O.C. FILTER AND CONNECTIONS BY GC. m FETCO CBS-2131XT82L INDIRECT COLD - 22W 30A CIRCUIT L14.30 FILTER BARTELL EQUIPMENT BY BARTELL N E486 COFFEE GRINDER VARIES.VERIFY UD EQUIPMENTWITH VARIES.VERIFY EQUIPMENT WITH NEMA 5.15 O BARTELL. BARTELL. NIA WA WA 110V MA TYPE B BARTELL DRAWING INFORMATION: E487 BLENDER VARIES.VERIFY EQUIPMENT WIH VARIES.VERIFY EQUIPMENT WITH NEMA 5-i5 BARTELL BARTELL. NIA WA NIA 120V 73A TYPE B BARTELL DRAWING TRACKING INFORMATION: E488 TIME CLOCK(EMPLOYEE HOURS) VARIES ARIIPMENIRWITH VARIES.VERIFY EQUIPMENT WITH NEMA 5.15 Q, BARTELL. BARTELL. WA WA NIA III TYPE B BARTELL MARK DATE DESCRIPTION N E501 AUTOMATIC DOOR CYLINDER CAM AOAMS-RITE CYLINDER CAM 690 O.C. DARK BRONZE ANODIZED 2017.05.18 DRAFT FOR REVIEW E E502 AUTOMATIC DOOR MORTISE CYLINDER BEST 1E74-C181-RP3MD G.C. DARK BRONZE ANODIZED E 2017.05.19 ISSUED FOR ASSIGNMENT m E503 AUTOMATIC DOOR THUMBTURN CYLIND BEST 1E7A4-C1BIAP3490 O.C. DARK BRONZE ANODIZED Q E504 DOOR WEATHER STRIP PEMKO 305D AND 3061) G.C. o E505 DOOR BOTTOMS PEMKO PE315DN G.C. oT E506 DOOR THRESHOLD PEMKO PE171A I I G.C. c - E507 DOOR HINGE STANLY NRP N179 0.1/2,41/2 U928 O.C. Q E508 DOORAIARMEDEXTT BAR&LOCK SECURITECH TRIDENTTEL400-AG2 E509 DOOR LOCK CYLINDER BEST RIM CYLINDER 1E74-C285-RP3428 Beat Accede Syetemsf SWnIly SxWty SolutleI O.C. 626 SATIN CHROME N E510 DOOR LEVEftSET BEST 97K7D15G63526 G.C. 828SATIN CHROME uj E511 DUTCH DOOR ASTRAGAL PEMKO 3570 G'0'O LG DRAWN BY NRL r^-1 O E612 DUTCH DOOR FLUBHBOLT IVES 468E 26D 12" G.C.DO - N GO E513 DUTCH DOOR FLOQRSTOP IVES G.C. PLOT BY NRL O (,1 E514 DUTCH DOOR HINGII P IVES OLD. PLOT DATE 2017.05.22 d V sidliesa steel Trim end hinge caw.,3"x9"cut- a E616 amero axe"Iemd gn.rde dih'.I"— IN fea[en.re,14"x18"Wlndowa,78"Eaey Springps.eac N bumh aide cf.e oor ch d ,18"high mWill—steel klakpi.tee an each id.of...h DRAWING TITLE: STOCKROOM DOOR II SCP-8 DOUBLE ACTING door. G.C. PLA VON SCHEDULES G Q LL E6I6 TOILET TI88UE DISPENSER BOBRCK B-2640 G.C. BRUSHED STAINLESS Q E517 SEAT COVER DISPENSER BOBRICK B-221 G.C. BRUSHED STAINLESS ASSIGNMENT Q E518 MIRROR BOBRLK B-1830 I I G.C. BRUSHED STAINLESS v E519RECESSED PAPER TOW EL DISPENSER BOBRICK B-3944 G.C. BRUSHED STAINLESS C E520 SANITARY NAPKIN DISPOSAL BOBRICK B454 G.C. BRUSHED STAINLESS DRAWING NUMBER'. aE521 SHELF BOBRICK B-m O.C. BRUSHED STAINLESS E622 SOAP DISPENSER BOBRICK B4112 G.C. BRUSHED STAINLESS E523 SOAP DISH BOBRICK B-7680 G.C. BRUSHED STAINLESS o E524 BABY CHANGING STATION STORK KOAIAKARE KB100 G.C. 01 GREY KB107-01 _ c E525 SPECIMIN PASS-HRU A W U905 Ph Wde Zack an Cllnlc Rd—Md.. G.C. BRUSHED STAINLESS Q _ A604 E5265URF-F MOUNT PAPER TOWEL DISPE BOBRICK 54262 G.C. BRUSHED STAINLESS 1 2 3 4 5 6 u. c 1 2 3 4 5 6 p 112"FLEX CONNECTION(S)TO NOMINAL DUPLEX RECEPTACLE MOUNTED IN FIXTURE KICK SALT E L L KEY NOTES*SEE REFERENCE EQUIPMENT SCHEDULEAE401 PLATE.ENSURE KICK PLATE IS ORIENTED SO RECEPTACLE KNOCKOUT IS NOT MORE THAN A �C) w 41 1'•0"FROM THE END OF THE FIXTURE RUN(NOT INCLUDING END CAP FIXTURE)-VERIFY c DUPLEX RECEPTACLE ABOVE CEILING GRID FOR SURVEILLANCE EQUIPMENT. w 1 EXACT LOCATION OF KNOCKOUT WITH BARTELL PRIOR TO ROUGH-IN,FLEX LENGTH REQ'D T'"--"'m'❑r"" LL POWER FOR AUTOMATIC DOORS)PER MANUFACTURER'S REQ'S. VARIES;G.C.SHALL CALCULATE REOD LENGTH$AND PROVIDE FINAL CONNECTIONS �R� , 3 gall p 3 AFTER FIXTURES HAVE BEEN INSTALLED. ao _.._.._.._.._.._.._.._._.:_.R......L.._.._._.._.._:.......------......_. EXTERIOR SIGN CIRCUIT(S)SHALL CONNECT TO BARTELL PHOTO-CELL&TIME-CLOCK NOMINAL POWER DUPLEX RECEPTACLE MOUNTED IN CASEWORK/FIXTURE,VERIFY j• I I ASSEMBLY WITH OVERRIDE PER BARTELL SPEC.EXCEPT ELECTRONIC READER-BOARD 42 PLACEMENT WTH BARTELL PRIOR TO ROUGH-IN.CONTRACTOR TO MAKE FINAL so ao eo ; 0 4 CONNECTIONS. ° - CONTACT INFORMATION: SIGNS WHICH SHALL REQUIREINDEPENDENTPOWERANDLOWVOLTCONNECTIONS. 2zT •ZZZT�' '. ,'?2.Z27-Z2Z7�-ZTrr'rrn-rnrir•� -�iii.lrl,r: 5PRINK. 1' 5 CONTRACTOR TO MAKE FINAL CONNECTIONS.VERIFY LOCATIONS WITH BARTELL PRIOR TO 120V 20A CIRCUITAND DUPLEX RECEPTACLE FOR MICROWAVE.VERIFY RECEPTACLE I ® www.bartelldrugs.wm CORPORATE OFFICE a 44 R -- ROUGH-IN. LOCATION WHEN INSTALLED(THIN WALL CABINET. RISER RM. I p.206.763.26264025 DELRIDGE WAY SW STE 400 Y J-BOX 6"ABOVE CEILING GRID WIRED TO SALES FLOOR LIGHTING CONTACTOR FOR DUPLEX OR DOUBLE-DUPLEX RECEPTACLE AS INDICATED ON PLAN CONCEALED WITHIN 5 45 I (� OFFIC f.206763.2062 SEATTLEWA98106 FUTURE LIGHTING NEEDS. FIXTURE BASE TO BE IRED TO SALES FLOOR LIGHTING CONTACTOR. q all C➢=€ 1 V 1, I -- g RECEPTACLE WIRED TO SALES FLOOR LIGHTING CONTACTOR MOUNTED WITHIN IMNDOW 48 DUPLEX RECEPTACLE FOR REFRIGERATOR ON DEDICATED CIRCUIT. " 3o E 31 6 FRAME OR IMMEDIATELY ADJACENT AS CLOSE TO TOP OFWNDOWASIS FEASIBLE,VERIFY I rIpnr'� c BOB EDWARDS c NTH BARTELL IF ANY LOCATION(S)REQUIRE DEDICATED CIRCUIT FOR NEON SIGNS). DUPLEX RECEPTACLE FOR GARBAGE DISPOSAL[E.315]WTHIN SINK CABINET.PROVIDE 49 SWITCH ABOVE COUNTER ASREODBYCODE. I ( f--" "' • -:�'�� '�{r..{ I ,O a3 ! DIRECTOR,STORE DEVELOPMENT q 7 120VI20ACIRCUITFORPANICISECURIryHARDWAREATEXITD00R(S).MAKEALLLINE-AND [ [ 34 A ® p.206.767.1182 bobe@bartelldrugs.com 00 LOW-VOLT CONNECTIONS TOLOCK.CONCEAL ALL CONDUIT. POWER AND FINALCONNECTIONSTOHANDDRYER(E.312].VERIFYLOCATIONPRIORTO - _ Y ,A4 CONCEALED CONDUITSTUBBEDTOABOVEACCESSIBLECEILINGFORLOWVOLTAGE - F i ss 5� gUNi ^� N 8 CONNECTION TO SECURITY KEYPAD.PROVIDE CONCEALED J•BOX WITH MUD RINGAND MOUMTHREE(3)DOUBLE-DUPLEX RECEPTACLES STACKEDVERTICALLVAT+iB'AFF+42AFF,7 AFF IN ¢11� -- I p 111 PROJECT INFORMATION: n PULL STRING WHERE FEASIBLE. EACH OF TWO LOCATIONS N9THIN TELECOMM,AREA.(TOTAL OF SIX(6)RECEPTACLES.)ENSURE WALLS �,A I �- I �' E401j_ V _ LOCATION INFORMATION: CONCEALED CONDUIT STUBBED TO ABOVE ACCESSIBLE CEILING FOR LOWVOLTAGE AND SUPPLY GROUND IF REO'D BY CODE AT BARTELL PROVIDED TELECOMM.CABINET I 3 9 CONNECTION TO SECURITY HARDWARE(WINDOWIDOOR CONTACT,ETC.)VERIFY EXACT52 ARE covEREO N1rH PLvw000as sHONM oN wau FINISH PUN PRIOR To wsTALUnoN.GC TovER 7 STUB-OUT LOCATION PRIOR TO ROUGH-IN, 120V POWER CONNECTION FOR LINE-VOLTAGE DOOR PUSH BUTTON AND BELL[E.313]. WAIL^JCIc I .! m INSTALL ENUNCIATOR AT+10'-0"AFF IN STOCKROOM.INSTALL PUSH-BUTTON AT EXTERIOR - - - -- II. 204TH ST NE&HWY9 QUALITY AND CONDUIT CONCEALED WITHIN COLUMN.VERIFY LOCATION WTH BARTELL �OA ING AREA CAN BE SEF STORE ADJACENT OU EDNG DOOR. ROM PUBLIOC ACCESS.VER FY LOCATION SND PUSH-BUTTON SHALL BE EO/DTWHEN I \') +''- - '.{I 1 10) _____ DUPLEX RECEPTACLE AT ON REAR SIDE OF COLUMN.BOX SHALL BE FINISH — �_ 3a _ ARLINGTON WA 98223 74 ,u 1O PRIOR TOROUGHIN 53 O C �"• [ .:., -.. ~� ARLINGTON c BARTELL PRIOR TO ROUGH-IN.LABEL PUSH•BUTTON(S)WITH PHENOLIC NAMEPLATE •I I q II""' """I I 1, �' " �_' rID im J T DOORBELL PUSH-BUTTON LOCATED ON STOREFRONT SYSTEM WRING TO BE CONCEALED y ( BARTELL DRUGS DELIVERIES ONLY' I I Ij � � II J( }`�-�, w WTHIN STOREFRONT SYSTEM)MATH ENUNCIATOR IN OFFICE.PROVIDE SWITCH ADJACENT ( -- --- .,�. _ _ s� `;" s: 11 OFFICE LIGHT CONTROLS TO DEACTIVATE CHIME.LABEL SNATCH MATH PHENOLIC 54 FLUSH FLOOR RECEPTACLE WTH CARLON BRASS COVER PLATE AND FLOOR BOX.VERIFY } I .H EXACT LOCATION WTH BARTELL PRIOR TOROUGH-IN. o NAMEPLATE"FRONT DOORBELL" RECEPTACLE(S)FORILLUMINATEDSIGNSWIREDTOSALESFLOORLIGHTINGCONTACTOR. I ,, -_- ❑� ao PROJECT DESCRIPTION: w ONE(1)DEDICATED CIRCUIT DOUBLE-DUPLEX IGR,AND ONE(1)LOW-VOLTAGE J-BOX WTH - g 13 MUD RING AND PULL STRING HEIGHT AS INDICATED ON PLAN,VERIFY LOCATION WITH 55 VERIFY HEIGHTS AND LOCATIONS WITH BARTELL PRIOR TOROUGH-IN. I ] ❑ ❑ 35 m 00 N BARTELL PRIOR TO ROUGH-IN. ALL LIGHTING IN SALES AREA INCLUDING SHOWCASES,CASEWORK,FIXTURES,VALENCE, I VI II�, ( ❑ 3s _9a l� 3s 35 ❑35 e NEW STORE 'o ILLUMINATED SIGNAGE,COOLERIFREEZER-,ACCENT-,AND SPACE-LIGHTING SHALL BE I I 41 a1 °1 °� °+ 41 n o RECESSED J-BOX AND FLEX WHIP WITH TOP OF BOX NOT MORE THAN 4'AFF.EXTEND 14 WHIP TO DUPLEX RECEPTACLE MOUNTED IN FIXTURE TOE-KICK.VERIFY COVER PLATE 57 CONTROLLED MATH LINE-VOLTAGE ELECTRICALLY HELD CONTACTORS AND SHALL PROVIDE 3s-- 3fi ® ® 3s COLOR REQ'D TO MATCH TOE-KICK. FOR DAY-LIGHTING AND OCCUPANCY SENSOR CONTROLS WHERE APPLICABLE AND REQ'D RECESSED J-BOX AND FLEX WHIP MATH TOP OF BOX NOT MORE THAN+4"AFF.ION. BY CODE. CIRCUITRY i ASSIGNMENT DRAWINGS ac 15 CONCEAL WHIP WITHIN FIXTURE AND EXTEND TO VALENCE LIGHTING.WIRE CONNECTION I � TO SALES FLOOR LIGHTING CONTACTOR. n 1.EXCEPT FOR EMERGENCY-AND NIGHT-LIGHTING,ALL SELLING AREA LIGHTING CIRCUITS III c 16 DEDIATEDCIRCUTFOIREQUI MENT.VERFOR IPMENT.DUPLEX OR YVOLTAGE AMPS, NDU ECEPTACLETYPEOR I '''' 5'o� it 5" m so n �} v RECEPTACLE 0V12QDEDICA EDICATEDIT IGRFPLAN. SHALL BE CONTROLLED BY CONTACTOR SYSTEM,ALL LIGHTING LOAD$SHALL BE FED I 17 a2 FROM A SUB-PANEL DESIGNATED FOR LIGHTING LOADS ONLY.SEE NOTE 57. ❑a ea SFSUMMARY GFESUMMARY .N c> 1] DIRECT-WIRE AS REQ'D BY MANUFACTURER PER EQUIPMENT SCHEDULE.VERIFY FINAL 2.DEDICATED CIRCUITS ARE CIRCUITS WHICH SERVE ONLY ONE(1)DEVICE AS INDICATED -= I os c' LOCATION WTH BARTELL PRIOR TO ROUGH-IN. ON THE PLAN ' r COOLERS WALL - .c WALK-IN COOLERIFREEZER EQUIPMENT.VERIFY VOLTAGE AND AMPS WTH a 'I I Ez0 r MANUFACTURER.TYPICAL TWO(z)208V 3-PHASE 40150A CIRCUITS REQ'D AT ROOFTOP 3.NOT USED I I ❑ SALES FLOOR COOLER - rn - - , PHARMACY FRONT { CONDENSING UNITS AND ONE(1)115VI20A SINGLE PHASE CIRCUIT FOR DOOR HEATERS. I I CARE CLINIC 4-WAYS 18 REMOTE AND ON-BOARD EQUIPMENT REOD.CONNECT THERMOSTAT,TIME CLOCK, 4.ALL ISOLATED GROUND LOADS SHALL BE FED FROM A SEPARATE ISOLATED GROUND I I o m Q J. _ LG PANELS TO THE SERVICE . ❑ FRONT ENDTTL BACK SOLENOID COIL,AND ANY OTHER FINAL CONNECTIONS REQ'D FOR FULL OPERATION OF PIX PLUS PANEL OR THROUGH AN ISOLATION TRANSFORMERNHICHSHALLHAVEANISOLATED - I m COOLERS. ENTRANCE.G.GROUND C.SHALL CTOR IBETESPONIBLLE FOR VERIFYING ALLED THROUGH ALL EHIISCONDITONIS MET WITHOUT I 104 i SUPPORT CHECKOUT EXHAUST FAN SWITCHED TO ACTIVATE WTH CEILING LIGHT MOTION CONTROLS o 19 EXCEPTION. I I _ B3 STORAGE DEDICATED CIRCUIT FOR WATER COOLER.VERIFY EXACT LOCATION OF RECEPTACLE OR BACK END TTL TOTAL GFE DIRECT-W RELOCATION WITH MANUFACTURER. S.PROVIDE 120/208V 3-PHASE 4-WRE SERVICE OF 800A MINIMUM CAPACITY.CALCULATE - 58 I 1 ' 41 ACTUAL PANEL LOAD AND SUBMIT TO BARTELL FOR REVIEW AND APPROVAL.LESSER _____ STUB CONDUIT(S)NO HIGHER THAN 3"AFF TO ACCESSIBLE CEILING FOR LOW-VOLTAGE SERVICE LEVELS SHALL REQUIRE BARTELL APPROVAL. I%� °1�'°® ��® ®0 TOTAL SF ENDS - Q AND POWER FEEDS TO CASEWORK.TWO(2)CONDUITS SHALL BE OF SUFFICIENT SIZE TO - ,�., SUPPLY MIN.THREE(3)CATS CABLES AT EACH LOW-VOLTAGE LOCATION AS INDICATED ON B.ALL ELECTRICAL PANELS SHALL BE EQUIPPED WTH COPPER BUSS BARS WITHOUT \•• / 39 SF/GFE PLAN.TWO 2 CONDUITS SHALL BE OF SUFFICIENT SIZE TO SUPPLY POWER CONNECTIONS 14 N (I EXCEPTION.ALL CONDUCTORS AND WIRING INCLUDING SERVICE ENTRANCE CONDUCTORS s: o 22 AS INDICATED ON PLAN.CONNECTIONS SHALL FEED THROUGH CASEWORK BASE TO SHALL BE COPPER WITHOUT EXCEPTION.VERIFY WITH BARTELL PRIOR TO INSTALLATION. II I NOTE: J-BOXES WITHIN CASEWORK.CASEWORK BASE WILL BE ACCESSIBLE THROUGH ACCESS 14 so PANELS IN THE BOTTOM SHELF.VERIFY J-BOX AND RECEPTACLE LOCATIONS PRIOR TO 7,SWITCHGEAR,DISCONNECTS,PANELS,ETC.SHALL BE MANUFACTURED BY SQUARE D n OR GENERAL ELECTRIC a 41 ASSIGNMENT DRAWINGS TO CONVEY INTENT OF . DESIGN ONLY �r7 ONE(1)NOMINAL DUPLEX RECEPTACLE,ONE(1)DEDICATED CIRCUIT DOUBLE-DUPLEX IGR, k 1 23 AND ONE(1)LOW-VOLTAGE J-BOX WTH MUD RING AND PULL STRING AT EACH LOCATION. 8.ALL CIRCUIT BREAKERS SHALL BE BOLT-IN TYPE SIZED FOR LOADS AS INDICATED OR «,p FIXTURE PLAN SUBJECT TO CHANGE-CASEWORK WHERE GFCI IS REDD BY CODE,OMIT DEDICATED IGR AND PROVIDE GFCI. RED D.TEN(10)SPARE CIRCUITS WITH ASSOCIATED AMPERAGES SHALL BE PROVIDED IN ©© AND FIXTURE ELEMENTS SHOWN ON FLOOR PLAN „ EACH PANELBOARD. ❑5 ❑ WHICH INCLUDE ELECTRICAL AND/OR PLUMBING 24 CENTER 1-3/4"ABOVE COUNTERTOP WITH RECEPTACLES 12"OC.MOUNT TO BACKSPLASH gArypEWRITTENCIRCUITDIRECTORYCONTAININGCIRCUITNUMBERSANDLOAD °°'fD DI,« 45 �m - - - -� ELEMENTS RECEIVE NO SIGNIFICANT CHANGES o AT BACK COUNTERTOP EDGE.CONNECTTO RECESSED J-BOX AT WALL WITH FLEX W HIP. UNLESS ABSOLUTELY NECESSARY-CHANGES TO c DEDICATED RX ROBOT IEQUIPMEN W VOLTAGE CONNECTION TO J-BOX S 6"ABOVE CEILING PLANNED INFRASTRUCTURE(MEP,ETC.)ARE NOT INFORMATION FOR EACH CIRCUIT BREAKER SHALL BE MOUNTED BEHIND CLEAR PLASTIC ` GRID O WITH PHENOLIC ENOLICINAMEPL TES, YLCO ETCHES ANDPANELBOARDSSHALLBELABELED ❑ o ❑ ❑ ❑❑ ❑ ❑ ANTICIPATED. Q E.105 J6 36 3fi a m 26 LOWVOLTAGECONNECTIONWITHI CONDUIT STUBBED TO ACCESSIBLE CEILING SPACE 59 ❑ ' 35 35 35 41 35 35 '" � TO MUD RING WTH PULL STRING E 104 N. m DEDICATED CIRCUIT AND J•BOX LABELED FOR ILLUMINATED SIGN WRED TO MAIN SALES 60 PROVIDE POWER FOR EXTERIOR CANOPY POLE AND WALL PACK LIGHTING. ❑ 35 ❑ ❑ � ❑ I 0 27 FLOOR LIGHTING CONTACTOR.LOCATE ALONG BACK EDGE OF SOFFIT OR WALL IN Enos s s1.0 c NEAREST ACCESSIBLE LOCATION FOR SERVICE. DEDICATED CIRCUIT($)AND CONN ECTIONS TO WATER HEATER(S)AS LOCATED ON PRI NT, E.1oe 'K, 3fi 41 DRAWING INFORMATION: N DEDICATED CIRCUITANDJ-BOX ABOVE SOFFIT IN ACCESSIBLE CEILING SPACE LABELED 61 RECIRCULATING EQUIPMENT AND POWER CONNECTIONSREQ'D. en FOR ILLUMINATED SIGN.LOCATEALONG BACK EDGE OF SOFFIT OR WALLIN NEAREST POWER AND CONNECTIONS ASREQ'D FOR ELECTRIC UNIT HEATER[E.103] ❑ ❑60 ©� n 41 41❑ ❑ DRAWING TRACKING INFORMATION: 28 ACCESSIBLE LOCATION FOR SERVICE.PROVIDE SWITCH LOCATED ADJACENT ROOM 62 � _ "j LIGHTING CONTROLS,LABEL SWITCH WTH PHENOLIC NAMEPLATE ONE(1)DOUBLE-DUPLEX RECEPTACLE,ONE(1)DEDICATED CIRCUIT IGR DOUBLE•DUPLEX Om MARK DATE DESCRIPTION m J-BOX WITH DEDICATED 120V/20A CIRCUIT ABOVE CEILING TO POWER ROLL-UP DOOR 63 RECEPTACLE,AND ONE(1)LOW-VOLTAGE J-BOX WITH MUD RING AND PULL STRING FOR z7 n 4P ° D 4 ° w s W 2017.05.18 DRAFT FOR REVIEW c 30 EQUIPMENT AND CONTROLS.MAKE ALL FINAL CONNECTIONS TO MOTOR ANDKEYSWITCH MINIMUM TWO(2)CONNECTIONS AT EACH LOCATION ASNOTED, :m m V 54 •O1 (SEE NOTE 31). DEDICATED CIRCUIT DUPLEX IGR TO PROVIDE POWER FOR VENDING EQUIPMENT,PROVIDE 3s 3�f_`____ E.zo1 2017.06.28 ISSUED FOR ASSIGNMENT PROVIDE J-BOX AT+60"AFF FOR KEY-SWITCH[E.307]WITH CONDUIT ROUTED TOABOVE 64 DISCONNECT IF REDD.IF INSTALLEDATAN EXTERIOR LOCATION PROVIDE LOCKING a.=�«n' JE2011 ® I ❑ �❑ ❑ 1 2017.06.28 BARTELLEDGREV'S c 31 ACCESSIBLE CEILING.CONCEAL CONDUIT AND J-BOXES WHEN POSSIBLE;SURFACE MOUNT COVER SUBMITTAL FOR BARTELL APPROVAL.VERIFY FINAL LOCATION PRIORTO ROUGH-IN. O m _. - ,_,_,__, ,_,®,_„_„ �� A5 3s 4❑ TED AT MASONRY WALU3 PROVIDE OWER AND DATA ONS THROUGH OWER POLE o EXHAUST FAN WTH LOW-WALL RETURN EXHAUSTED TO EXTERIOR.VERIFY WALL-RETURN ABOVE ACT..VERIFY POWER POLE IS SIIZZED ADEQUATELY TO SUPP YALL CONNECTIONS AS =7--" AE501 •� c 32 T H BA PLR HOUR(TO ROU-IN2 ROOM ALL B 380PABLE OFPRO ID N MIN.2 OAIR 66 NOTED NATE INSTALLATION VN HLTAGE CABL BY BARTEL BARTELL PRI R TO MAKE FINAL I PPLED FROM / s 38 CFM ORK I 37 w 97 37 T w 37 77 EBCHANGEIHR=21600CF160MINS=360CFM).PROVIDE 15•MINUTE TIMERSWITCH WITHHOLD CONNECTIONS. ❑ � ❑ • ❑ WOPTION LOCATED ADJACENT ROOM LIGHTING CONTROLSp DRIVE•THRUPHARMIACYEQUIPMENT-PROVDEANDNSTALLALLELECTRCALEQUPMENT GENERAL FLOOR PLAN NOTES , e33 ASREQ'DBYDIEBOLDFORACOMPLETEANDOPERATIONALSYSTEM.REFERTODIEBOLDIn❑ ❑ ❑ sDIMENSIONS ARE TO CENTER OF RECEPTACLEISWITCH UON.ALL RECEPTACLES a.«. d 34 I O s9 \SPECIFICATION PACKAGE FOR DETAILS. A E 3os �. DRAWNBY NRL AT+15"AFF UON.MATCH FACEPLATES TO FINISH AS APPROVED 8Y BARTELL. m +'°NOMINAL DUPLEX OR DOUBLE-DUPLEX RECEPTACLE AS SHOWN ON PLAN+15"AFFUON. o" 4 & ❑i PLOT BY NRL 34 CONTRACTOR TO ENSURE DESIGN AND CONSTRUCTION MEETS ALL _ o[ , so 4 s PLOT DATE 9017.06.28 FLUSH BRASS FLOOR KNOCKOUT WITH BLANK BRASS COVERPLATE. APPLICABLE CODE(S)INCLUDING GFCI CIRCUIT(S)IN ANY APPLICABLE WET ❑ ® � 35 B AREA LOCATION(S),BUILDING SAFETY ILLUMINATION/STROBES/SIGNS,ETC. p I B0 36 FLUSH BRASS FLOOR KNOCKOUT,90-DEGREE FLEX CONNECTIONS TO 112"FLEX CONDUIT BARTELL NOT RESPONSIBLE FOR ANY CODE RELATED ERRORS OR OMISSIONS. B6 ® ❑ mE 9os UON. AE401 ❑E 305, so DRAWING TITLE: E ONE(1)DOUBLE-DUPLEX RECEPTACLE,ONE(1)DEDICATED CIRCUIT IGR DOUBLE-DUPLEX LOW VOLTAGE DATA CABLING SHALL BE INSTALLED BY BARTELL VENDOR.ALL 161 ELECTRICAL c ACCESS,CONDUIT,PENETRATIONS AND STUB-OUTS BY G.C.LOW VOLTAGE ..o m ❑ 01 RECEPTACLE,AND ONE 1)LOW-VOLTAGE J-BOX WTH MUD RING AND PULL STRING FOR MINIMUM TWO(2)CONNECTIONS AT EACH LOCATION AS NOTED.SEE DETAIL NOTE FOR RECEPTACLES INDICATED SHALL BE PROVIDED(1)SINGLE GANG MUD RING V m`� . C 37 `. WITH PULL STRING LION.ALL HORIZONTAL AND VERTICAL COMMUNICATIONS ® so © e ©®�� so / -" ASSIGNMENT a PROVIDE FINAL CONNECTIONS AFTER CASEWORK IS INSTALLED,COORDINATE WITH PATHWAYS IN INSULATED WALLS OR OTHERWISE CONCEALED BEHIND GWB m°^ ___....1 MOUNTING DETAILS WITHIN FIXTURE-VERIFY WITH BARTELL PRIOR TO ROUGH•IN. rn BARTELL. SHALL BE RUN IN CONDUIT OF APPROPRIATE SIZE.G.C.SHALL BE RESPONSIBLE °❑ ..° �, 1 c 'c SERVICE COUNTER CONNECTIONS TO BE PROVIDED WITH 112"FLEX AND LOW-VOLTAGE TO IDENTIFY WHERE FIRE RATED PENETRATIONS ARE REQUIRED AND SHALL 4❑ ® DRAWING NUMBER: Q CABLES FED THROUGH CABINET IN MULTIPLE LOCATIONS,G.C.SHALL ENSURE ALL PROVIDE SUBMITTAL FOR BARTELL REVIEW AND APPROVAL IN EACH INSTANCE. a 38 CONNECTING CONDUIT,CHASE,DUCT,POWER-POLE,ETC.WHERE OCCURS IS SIZED ALL POWER AND/OR COMMUNICATIONS FEEDS SHALL BE FROM WALL OR i APPROPRIATELY TO ACCOMMODATE REOD CABLES F BOX.WALL CONNECTIONS SHALL D FLOOR MONUMENTS.POWER POLES WILL NOT BE PERMITTED UNLESS NOTED J FIRST FLOOR ELECTRICAL�i. Im HAVE RECESSED DBOX AND FLEX WHIP WITHSTUBBED TOP OF BOX NOT MORE CTHANEILING T"AFF.AND OR EXPRESSLY APPROVED BY BARTELL. PLAN CONCEALED CONDUIT FOR LOW-VOLT STUBBED FROM ACCESSIBLE CEILING TO+3"AFF E A 3 _ 1"UNDER-SLAB CONDUITTO FLOOR KNOCKOUT(S),CONDUIT STUBBED TO WALL SHALL REFER TO BARTELL SPECIFICATION FOR DETAILED ELECTRICAL REQ'S. Q 39 CONTINUE WITHIN WALL TO ABOVE ACCESSIBLE CEILING SPACE. SCALE: 1/8"=1' ALL DEDICATED CIRCUITS RECEPTACLES WIRED TO SALES FLOOR LIGHTING AE10111 1 F CONTACTOR,1TC.SHALL BE LABELED AT RECEPTACLE FOR USE AND BREAKER 3 1 4 1 5 1 6 E 1 2 3 4 5 6 p ill"FLEX CONNECTION(S)TO NOMINAL DUPLEX RECEPTACLE MOUNTED IN FIXTURE KICK 32 _",•_—' T KEY NOTES PLATE ENSURE KICK PLATE IS ORIENTED SO RECEPTACLE KNOCKOUT IS NOT MORE THAN REFERENCE EQUIPMENT SCHEDULE*REFER TO EQUIPMENT SCHEDULE SHEET A-601TOM04 FOR DETAILED REQ'S 48 �L'�RTELL v T-0 FROM THE END OF THE FIXTURE RUN(NOT INCLUDING END CAP FIXTURE) VERIFY DUPLEX RECEPTACLE ABOVE CEILING GRID FOR SURVEILLANCE EQUIPMENT. 41 N0. EQUIPMENT BRAND MODEL 1 EXACT LOCATION OF KNOCKOUT WITH BARTELL PRIOR TO ROUGH•IN.FLEX LENGTH RD'D VJ C� $� : 28 , POWER FOR AUTOMATIC DOOR(S)PER MANUFACTURER'S REQ'S. VARIES;G.C.SHALL CALCULATE REO'D LENGTHS AND PROVIDE FINAL CONNECTIONS E,102 THERMOSTAT HONEYWELL TB8220U 34 E zos, + 3 AFTER FIXTURES HAVE BEEN INSTALLED. 4 + ;p E.104 WALK-IN OR REACH-IN COOLER OR FREEZER WITH REMOTE COOLING VARIES,VERIFY,PROFERRED:CROWN-TONKA,HUSSMANN. VARIES,VERIFY 17 48 E.2D5 ' p. p EXTERIOR SIGN CIRCUIT(S)SHALL CONNECT TO BARTELL PHOTO-CELL&TIME-CLOCK NOMINAL POWER DUPLEX RECEPTACLE MOUNTED IN CASEWORK/FIXTURE,VERIFY +D- Q ASSEMBLY WITH OVERRIDE PER BARTELL SPEC.EXCEPT ELECTRONIC READER-BOARD 42 PLACEMENT WITH BARTELL PRIOR TO ROUGH-IN.CONTRACTOR TO MAKE FINAL E.105 REFRIGERATION•REMOTE COOLER CONDENSOR RUSSELL RL0315M44 CONNECTIONS CONTACT INFORMATION: 0 4 SIGNS WHICH SHALL REQUIRE INDEPENDENT POWER AND LOW-VOLT CONNECTIONS. E.106 REFRIGERATION-COOLER EVAPORATOR RUSSELL AA28.1348 34 CONTRACTOR TO MAKE FINAL CONNECTIONS,VERIFY LOCATIONS WITH BARTELL PRIOR TO 120V/20A CIRCUIT AND DUPLEX RECEPTACLE FOR MICROWAVE.VERIFY RECEPTACLE aI ROUGH-IN. 44 LOCATION WHEN INSTALLED IMTH N WALL CAB NEi. E,107 REFRIGERATION-REMOTE FREEZER CONDENSER RUSSELL RL050OL44 13 www,barteildrugs.com CORPORATE OFFICE J-BOX 6"ABOVE CEILING GRID WIRED TO SALES FLOOR LIGHTING CONTACTOR FOR DUPLEX OR DOUBLE-DUPLEX RECEPTACLE AS INDICATED ON PLAN CONCEALED WITHIN E.108 REFRIGERATION-FREEZER EVAPORATOR RUSSELL AE46-185B 34 26 p.206.763.2626 4025 DELRIDGE WAY E A 9 406 5 45 f,2063632062 SEATTLE WA 98106 c FUTURE LIGHTING NEEDS, FIXTURE BASE TO BE WIREDTO SALES FLOOR LIGHTING CONTACTOR. E201 REACH-IN COOLER OR FREEZER WITH ON-BOARD COOLING VARIES,VERIFY WITH BARTELL, VARIES.VERIFY WITH BARTELL. 23 RECEPTACLE WIRED TO SALES FLOOR LIGHTING CONTACTOR MOUNTED WITHIN WINDOW 48 DUPLEX RECEPTACLE FOR REFRIGERATOR ON DEDICATED CIRCUIT, a 6 FRAME OR IMMEDIATELY ADJACENT AS CLOSE TO TOP OF WINDOWAS IS FEASIBLE,VERIFY E205 REFRIGERATOR(UNDER-COUNTER) VARIES.VERIFY WITH BARTELL, VARIES,VERIFY WITH BARTELL. 28 `l-� WITH BARTELL IFANY LOCATION(S)REQUIRE DEDICATED CIRCUIT FOR NEON SIGN(S)� DUPLEX RECEPTACLE FOR GARBAGE DISPOSAL(E.315]WITHIN SINK CABINET.PROVIDE D o BOB EDWARDS 49 SNATCH ABOVE COUNTER ASREQ'DBYCODE, E.208 REFRIGERATOR VARIES, VARIES.VERIFY WITH BARTELL. 00- +t32 DIRECTOR,STORE DEVELOPMENT v 120V20ACIRCUITFORPANICISECURITYHARDWAREATEXITDOOR(S).NIAKEALLLINE-AND TCCYY 206.767.1182 bobs eo - 7 E,207 KEG COOLER GROWLER STATION/MICRONIATIC GSE-95•A p. @bartelldFUgS.COm LOW-VOLT CONNECTIONS TO LOCK.CONCEAL CONDUIT. 50 POWER AND FINAL CONNECTIONS TO HAND DRYER[E.3121.VERIFY LOCATION PRIOR TO �-' CONCEALED CONDUIT STUBBED TO ABOVE ACCESSIBLE CEILING FOR LOW AUTOMATIC SLIDING DOORS BESAM SL500 SERIES VOLTAGE E,305 (SIZE&DOORS PER PLAN) �+9b.1261341 8 CONNECTION TO SECURITY KEYPAD.PROVIDE CONCEALED J•BOX WITH MUD RING AND MOUNT THREE I31DOUBLE-DUPLEX RECEPTACLES STACKED VERTICALLVATOVAFF,+42^AFF,+78"AFFIN O � .. PROJECT INFORMATION: `^ PULL STRING WHERE FEASIBLE. EACH OFivJO(21LOCATIoasIMTHINTELEcoMM.AREA.troTALOFSIxISIRECEPrACLES.)ENSUREwALLS 1 E.307 ELECTRIC KEY•SWITCHLOCK BEST 1W7P4.626LOCK 52 ARE COVERED WTHPLYWOODAS SHOWN ON WALL FINISH PLAN PRIOR TOINSTALLATION GCTOVERIFY A07846COVER 19 34 IE.420 16 LOCATION INFORMATION: m CONCEALED CONDUIT STUBBED TO ABOVE ACCESSIBLE CEILING FOR LOWVOLTAGE AND SUPPLY GROUND IFRED'DBY CODE ATBARTEL PROVIDED TELECOMM.CABINET. E,309 RX DRIVE-THRU SYSTEM-SLIDING WINDOW DIEBOLD 121-70 WINDOW WITH 12040 DRAWER � 9 CONNECTION TO SECURITY HARDWARE(WINDOW/DOOR CONTACT,EfC.)VERIFYEXACT �GFl+te STUB-OUT LOCATION PRIOR TO ROUGH-IN. 120V POWER CONNECTION FOR LINE-VOLTAGE DOOR PUSH BUTTON AND BELL[E.313]. E.312 HAND DRYER DYSON AB12 WHITE 301828.0174 c DUPLEX RECEPTACLE AT+ISAPP ON REAR SIDE OF COLUMN.BOX SHALL BE FINISH INSTALL ENUNCIATOR AT+10'-0"AFF IN STOCKROOM.INSTALL PUSH-BUTTON AT EXTERIOR tz 50 :p jp'2� 204TH ST NE&HWY9 a 1 Q QUALITY AND CONDUIT CONCEALED WITHIN COLUMN.VERIFY LOCATION WITH BARTELL OF STORE ADJACENT LOADING DOOR,A SECOND PUSH-BUTTON SHALL BE REQ'D WHEN E.313 DOORBELL EDWARDS ADAPT-A-BELL 120V SYSTEM '.. L ARLINGTON WA 98223 PRIOR TO ROUGH-IN. 53 LOADICAREACANBESECUREDFROMPUBLICACCESS,VERIFYLOCATION(S)WITH E.315 SINKDISPOSAL INSINKERATOR BADGER5YHP ARLINGTON BARTELL PRIOR TO ROUGH-IN.LABEL PUSH-BUTTON(S)WTH PHENOLIC NAMEPLATE v DOORBELL PUSH-BUTTON LOCATED ON STOREFRONT SYSTEM(WIRING TO 8E CONCEALED "BARTELL DRUGS DELIVERIES ONLY" E.316 PLUG MOLD LEGRAND 2000PM 11 WITHIN STOREFRONT SYSTEM)WITH ENUNCIATOR IN OFFICE,PROVIDE SWITCH ADJACENT FLUSH FLOOR RECEPTACLE WITH CARLON BRASS COVER PLATE AND FLOOR BOX.VERIFY E.401 BALER VARIES.VERIFY WITH BARTELL. VARIES.VERIFY WITH BARTELL. Dei 34 u, OFFICE LIGHT CONTROLS TO DEACTIVATE CHIME.LABEL SWITCH WITH PHENOLIC 54 o NAMEPLATE"FRONT DOORBELL" EXACT LOCATIONWTHBARTELLPRIORTOROUGH-IN. E420 BLOOD PRESSURE MACHINE PHARMASMART PS2000(D) PROJECT DESCRIPTION: w ONE(1)DEDICATED CIRCUIT DOUBLE-DUPLEX IGR,AND ONE(1)LOW-VOLTAGE J-BOX WITH55 RECEPTACLE(S)FOR ILLUMINATED SIGNS WIRED TO SALES FLOOR LIGHTING CONTACTOR. " 13 MUD RING AND PULL STRING.HEIGHT AS INDICATED ON PLAN.VERIFY LOCATION WITH VERIFY HEIGHTS AND LOCATIONS WITH BARTELL PRIOR TO ROUGH-IN. E.421 RX ROBOT KIRBY-LESTER KL100 BARTELL PRIOR TO ROUGH-IN. ALL LIGHTING IN SALES AREA INCLUDING SHOWCASES,CASEWORK,FIXTURES,VALENCE, E,422 EXAM TABLE RITTER 222 o RECESSED J-BOX AND FLEX WHIP WITH TOP OF BOX NOT MORE THAN+4"AFF.EXTEND ILLUMINATED SIGNAGE,COOLER/FREEZER•,ACCENT-,AND SPACE-LIGHTING SHALL BE NEW STORE ' 14 WHIP TO DUPLEX RECEPTACLE MOUNTED IN FIXTURE TOE-KICK,VERIFY COVER PLATE 57 CONTROLLED WITH LINE-VOLTAGE ELECTRICALLY HELD CONTACTORS AND SHALL PROVIDE E.480 PHOTO PROCESSING KODAK APEX 3070 o FOR DAY-LIGHTING AND OCCUPANCY SENSOR CONTROLS MERE APPLICABLE AND REQ'D N COLOR REOD TO MATCH TOE-KICK E.461 PRIMER•KIOSK KODAK 6850 RECESSED J-BOX AND FLEX WHIP WTHTOP OF BOX NOT MORE THAN+4"AFFLON. BY CODE. CIRCUITRY E.462 PRINTER KODAK DL2100 z4+ � 15 CONCEAL WHIP WITHIN FIXTURE AND EXTEND TO VALENCE LIGHTING.WIRE CONNECTION 1O 5O 341j0 ASSIGNMENT DRAWINGS a, TO SALES FLOOR LIGHTING CONTACTOR. E.463 PHOTO KIOSK PC KODAK G4XL ` E 312 vt 1,EXCEPT FOR EMERGENCY-AND NIGHT-LIGHTING,ALL SELLING AREA LIGHTING CIRCUITS � �J j 12OV/20A DEDICATED CIRCUIT IGR FOR EQUIPMENT.DUPLEX OR DOUBLE-DUPLEX SHALL BE CONTROLLED BY A CONTACTOR SYSTEM.ALL LIGHTING LOADS SHALL BE FED E.480 pup - - - - — c 16 DEDICATEDRECEPTACLCIRCUITFOREQUIPM NT.VERIFYVOLTAGE,AMPS,ANDRECEPTACLETYPEOR E46o° 2os MICROWAVE VARIES.VERIFY WITH BARTELL. VARIES.VERIFY WITH BARTELL, E 17E AS INDICATED ON FROM A SUB-PANEL DESIGNATED FOR LIGHTING LOADS ONLY.SEE NOTE 57. E.481 ICE MACHINE SCOTTSMAN PP-00330MA•1 - TIME CLOCK EMPLOYEE HOURS ++ �: t SF SUMMARY GFE SUMMARY F �c v LOCATION WALK-IN COO WITH BARTELL PRIOR TO PMENT ROUGH-IN. FYVOLTDIRECT-WRE AS REGO BY MANUFACTURER PER IAGE AND AMPS IMTHPMENT SCHEDULE. ERIFY FINAL ON THE PLAN CIRCUITS ARE CIRCUITS WHICH SERVE ONLY ONE(1)DEVICE AS INDICATED E.488 WATER COOLER ) VARI E.VERIFY TH BARTELL. HACBBLFSEQIADA WITH BARTELL. 44 6 49 48 U COOLERS WALL - E 315' P.103 +�. MANUFACTURER.TYPICALTV40(2)208V3-PHASE40/5GACIRCUITSREQ'DATROOFTOP 3,NOT USED P.405 WATER HEATER AO SMITH ECJ-30(VERIFY CAPACITY REDD) SALES FLOOR COOLER of PHARMACY FRONT - c CONDENSING UNITS AND ONE(1)115V/20A SINGLE PHASE CIRCUIT FOR DOOR HEATERS. 1 B REMOTE AND ON-BOARD EQUIPMENT REQ'D.CONNECT THERMOSTAT,TIME CLOCK, -0.ALL ISOLATED GROUND LOADS SHALL BE FED FROM A SEPARATE ISOLATED GROUND I, 6 CARE CLINIC 4-WAYS - a SOLENOID COIL,AND ANY OTHER FINAL CONNECTIONS REQ'D FOR FULL OPERATION OF PANEL OR THROUGH AN ISOLATION TRANSFORMER WHICH SHALL HAVE AN ISOLATED 26 34 FRONT END TTL BACK COOLERS, ENTOUND RA CE.G.CUSHALLLCTOR IBETESPONSIBLLEFORVERIFYINGALLED THROUGH ALL ETHIISCONDITIONISMETWITG PANELS TO THE ICE HOUT .I _ 74 - PIX PLUS - 19 EXHAUST FAN SWITCHED TOACTIVATE WITH CEILING LIGHT MOTION CONTROLS EXCEPTION. i( +24 +24 -- - -- SUPPORT CHECKOUT E 4631 E 483 DEDICATED CIRCUIT FOR WATER COOLER.VERIFY EXACT LOCATION OF RECEPTACLE OR i STORAGE STUB CONDUITLOCATION NO HIGH IER TH MANUFACTURER. 3AAFF TO ACCESSIBLE CEILING FOR LOW-VOLTAGE SERVICE LEVELS SHALL REQUIRE BARTELL APPROVAL. ' L II I PP I J EE 3S BACK END TTL TOTAL GFE - 4, 20 AND POKIER FEEDS TO CASEWORK.TWO(2)CONDUITS SHALL BE OF SUFFICIENT SIZE TO GFI 34 ❑ + +J 1 56 34 TOTAL SF ENDS N ACTUAL PANEL LOAD AND SUBMIT TO BARTELL FOR REVIEW AND APPROVAL.LESSER 34 4+� 15 - 5.PROVIDE 120/208V 3-PHASE 4-WIRE SERVICE OF 800A MINIMUM CAPACITY.CALCULATE SUPPLY MIN THREE(3)CATS CABLES AT EACH LOW-VOLTAGE LOCATION AS INDICATED ON S.ALL ELECTRICAL PANELS SHALL BE EQUIPPED WITH COPPER BUSS BARS WITHOUT +46 y m m 37 SF/GFE N 22 PLAN.TWO(2)CONDUITS SHALL BE OF SUFFICIENT SIZE TO SUPPLY POWER CONNECTIONS EXCEPTION.ALL CONDUCTORS AND WIRING INCLUDING SERVICE ENTRANCE CONDUCTORS 34 !EAL6�2 LE 461,E 461 ❑RK PANELLS IN THE BOTTOM AS INDICATED ON PLAN.SHELF.VEIONS RIFYS-BOX AND RECEPTACLHALL FEED THROUGH E LOCCATIONS PR OR TO 7. GENERAL ELECTRIC. .462 26 34 NOTE: J-BOXES WITHIN CASEWORK,CASEWORK BASE WILL BE ACCESSIBLE THROUGH ACCESSSHALL BE COPPER WITHOUT EXCEPTION.VERIFY WITH BARTELL PRIOR TO INSTALLATION,ONE(1)NOMINAL DUPLEX RECEPTACLE,ONE 1 DEDICATED CIRCUIT DOUBLE-DUPLEX IGR, 7 GENE AL EL DISCONNECTS,PANELS,ETC.SHALL BE MANUFACTURED BY SQUARE D +72 STU q ♦ I'„ 4szl Z4] +t56 DESIGN ONLASSIGNMENY DRAWINGS TO CONVEY INTENT OF 1Q 23 AND ONE(1)LOW-VOLTAGE J-BOX WITH MUD RING AND PULL STRING AT EACH LOCATION, 8.ALL CIRCUIT BREAKERS SHALL BE BOLT-IN TYPE SIZED FOR LOADS AS INDICATED OR /r �',FOR B UTURE #�1 y �m7 r'1`' © 34 26 34 +aa P- WHERE GFCI IS REQ'D BY CODE,OMIT DEDICATED IGR AND PROVIDE GFCI. REQ'D.TEN(10)SPARE CIRCUITS WITH ASSOCIATED AMPERAGES SHALL BE PROVIDED IN � � T Ah �E Weed FIXTURE PLAN SUBJECT S CHANGE-CASEWORK „ EACH PANELBOARD. T �Iaan+ lT AND FIXTURE ELEMENTS SHOWN ON FLOOR PLAN � ,}J,,}�„�,r—I WHICH INCLUDE ELECTRICAL AND/OR PLUMBING 24 CENTER 1-3t4"ABOVE COUNTERTOP WITH RECEPTACLES 12"OC.MOUNT TOBACKSPLASH ggTYp RITTENCIRCUIT DIRECTORY CONTAININGCIRCUITNUMBERSANDLOAD ELEMENTS RECEIVE NO SIGNIFICANT CHANGES o AT BACK COUNTERTOP EDGE.CONNECT TO RECESSED J•BOX AT WALL WITH FLEX WHIP. UTILITY FOUNTAIN PHOTO B R EA K RR, CC UNLESS ABSOLUTELY NECESSARY-CHANGES TO INFORMATION FOR 5 CIRCUIT BREAKER SHALL BE MOUNTED BEHIND CLEAR PLASTIC ��l GRDDCFOR Rx ROBOT EQUIPMENTW VOLTAGE CONNECTION TO J-BOX(S)6"ABOVE CEILING INSIDE EACH PC NAMEPLATES. LBOARDOOR,AL SWITC ES AND PANEL OARDS SHALL BE LABEL D � � �� PLANNED INFRASTRUCTURE(MEP,ETC,)ARE NOT a 25 S 1/a= ' SCALE: 4"--s ANTICIPATED. v LOW-VOLTAGE CONNECTION WITH V CONDUIT STUBBED TO ACCESSIBLE CEILING SPACE ILLUMINATDEXITSIGNASREQ'DBYCODE. / i m 26 TO MUD RING WITH PULL STRING. 59 ,�J, - oo DEDICATED CIRCUIT AND J-BOX ABOVE SOFFIT INACCESSIBLE CEILING SPACE LABELED 60 PROVIDE POWER FOR EXTERIOR CANOPY,POLE,AND WALL PACK LIGHTING. yy� u� � O rV E 366 UO o m o FOR ILLUMINATED SIGN,LOCATE ALONG BACK EDGE OF SOFFIT NEAREST ACCESSIBLE �+�+�+ 23 ��++ VERIFY 33 +48 +42 +qp 27. LOCATION FOR SERVICE.PROVIDE SWITCH LOCATED ADJACENT CLINIC ROOM LIGHTING DEDICATEDCIRCUIT(S)ANDCONNECTIONSTOWATERHEATER(S)ASLOCATEDONPRINT, 23- - + ++ 26 23 +46 ❑ ❑ DRAWING INFORMATION: voNi CONTROLS.LABEL SWITCH WITH PHENOLIC NAMEPLATE"CareClinic SIGN" 61 RECIRCULATING EQUIPMENT AND POWER CONNECTIONS REQ'D. ❑ 25 36 66 Q ❑+aa� 63 63 DEDICATED CIRCUIT AND J-BOX ABOVE SOFFIT IN ACCESSIBLE CEILING SPACE LABELED POWER AND CONNECTIONS ASREQ'DFORELECTRICUNITHEATER[E.103] a +60� DRAWING TRACKING INFORMATION: °i 28 FOR ILLUMINATED SIGN LOCATE ALONG BACK EDGE OF SOFFIT NEAREST ACCESSIBLE 62 E421 34 44 e.aou LOCATION FOR SERVICE.PROVIDE SWITCH LOCATED ADJACENT PHARMACY LIGHTING +t 14 `c ONE(1)DOUBLE-DUPLEX RECEPTACLE,ONE(i)DEDICATED CIRCUIT OR DOUBLE-DUPLEX 4 ❑''+3 �+32 34 MARK DATE DESCRIPTION E CONTROLS.LABEL SWITCH WITH PHENOLIC NAMEPLATE"PHARMACY SIGN" 63 RECEPTACLE,AND ONE(1)LOW-VOLTAGEJ-BOX IMTH MUD RING AND PULL STRING FOR 23 +32 +3z 2 48 c J•BOX WITH DEDICATED 12CV12QACIRCUITABOVE CEILING TO POWER ROLL-UP DOOR MINIMUM TWO(2)CONNECTIONS AT EACH LOCATION ASNOED. +3 �+32 IE206+4B ,}� 2017.05.18 DRAFT FOR REVIEW •� 30 EQUIPMENTAND CONTROLS.MAKE ALL FINAL CONNECTIONS TO MOTOR AND KEY-SWITCH DEDICATED CIRCUIT DUPLEX IGR TO PROVIDE POWER FOR VENDING EQUIPMENT,PROVIDE `�+' 2017+05.19 ISSUED FOR ASSIGNMENT a (SEE NOTE31). 34 +11a ,I, 64 DISCONNECT IF REQ'D,IF INSTALLEDATAN EXTERIOR LOCATION PROVIDE LOCKING 34 26 +32 26 3 1 2017.06.23 BARTELL EDG REVISIONS o PROVIDE J-BOX AT i60"AFF FOR KEYSWITCH[E,307]WITH CONDUIT ROUTEDTO ABOVE COVER SUBMITTAL FOR BARTELL APPROVAL,VERIFY FINAL LOCATION PRIOR TO ROUGH-IN, +32 - T rn ACCESSIBLE CEILING,CONCEAL CONDUIT AND WHEN POSSIBLE;SURFACE MOUNT PROVIDE ERANDDATACONNECTIONSTHROUGHPOOSUPPLYALLCONNECTIONSAS I., 34 �� E.1nz! T 53 31 PROVDE POWER AND DATACONNECTIONSTHROUGH POWER POLE SUPPLED FROM J PERMITTED AT MASONRY WALLS. ✓ J 38 0 � e.31 J a EXHAUST FAN WITH LOW-WALL RETURN EXHAUSTED TO EXTERIOR,VERIFY WALL-RETURN 66 NOTED ON PLAN.VERIFY LOW-VOLTAGE CABLES REDO BY BARTELL PRIOR TO ROUGH-IN. / ? 34 + + II 12 X x� 3 ��• Je 313 WITH BARTELL PRIOR TO ROUGH-IN.FAN SHALL BE CAPABLE OF PROVIDING MIN,20 AIR COORDINATE INSTALLATION WITH CASEWORK BY BARTELL.CONTRACTOR TO MAKE FINAL 23 +32 VERIFI' 4 / 32 CHANGES PER HOUR(TYPICAL 10x12 ROOM REOS 360 CFM FAN•10'12'9-1080CF*20 CONNECTIONS. ,I I ..... CHANGEIHR-21800CFI60MINS-380CFM).PROVIDEI5•MINUTETIMER•SWITCHWITHHOLD GENERAL ELECTRICAL NOTES 32 + ++ 23 OPTION LOCATED ADJACENT ROOM LIGHTING CONTROLS +3z +'e.zos, +46 I� DRIVE•THRU PHARMACY EQUIPMENT-PROVIDE AND INSTALL ALL ELECTRICAL EQUIPMENT ❑I Tv 33 48 23 0 33 ASREQDBYDIEBOLD FOR A COMPLETE AND OPERATIONAL SYSTEM,REFER TODIEBOLD A ALLRECEPTACLESAT+15"AFF TO CENTERUON.FACEPLATESSHALLMATCH I, ,�,".�-- 59 s+�" 26 34 DRAWN BY NRL w SURROUNDING FINISH COLORAS APPROVED BY BARTELL. SPECIFICATION PACKAGE FOR DETAILS � PLOT BY NRL o CONTRACTOR TO ENSURE DESIGN AND CONSTRUCTION MEETS ALLAPPLICABLE CODE S 1 NOMINAL DUPLEX RECEPTACLE AFFUONn A4 _ 37 37 AE501 •• 37 37 37 37 8 34 B () O 22 PLOT DATE 2017.06.28 35 FLUSH BRASS FLOOR KNOCKOUT WITH BLANK BRASS COVERPLATE, ILLUMIDNATION S RIOBES/SIGNSAETC.BARTELL NOT RESPONSIBLE IFOR ANY CODE RELATED AE501 w++ + ++ + ++ + ++ + ++ + ++ 20 2 ERRORS OR OMISSIONS. J w FLUSH BRASS FLOOR KNOCKOUT 90•DEGREE FLEX CONNECTIONS T0112 FLEX CONDUIT LOW VOLTAGE DATA CABLING SHALL BE INSTALLED BY BARTELL VENDOR,ALL ACCESS, I ❑ j J E 36 UON CONDUIT,PENETRATIONSAND STUB-OUTS BYGC.LOWVOLTAGE RECEPTACLES 34 J DRAWING TITLE: - RECEPTACLE,E-DUPLE RECEPTACLE,ONE(1) EDICATWITH DRINGATIGRDND DOUBLESTRING-DUPLEX C INDICATED SHALL BE PROVIDED(,)SINGLE GANG MUD RING IMTHPULLSTRINGUON.ALL AIIa L.... - ,Olaan 59 ELECTRICAL a S OR MINIMUM (2)CONNECTIONS AT EACOHN LOCATION STNO EIDCS SEE NOTE FOR OTHERWISE CONCEALED BEHIND GWB SHALL BE RUN IN CONDUIT OF APPROPRIATE SIZE, c 37 MOUNTING DETAILS WITHIN FIXTURE-VERIFY WITH BARTELL PRIOR TO ROUGH-IN, G.C.HORISHHALL BE RESPONSZONTAL AND IBLE TO IDENTIIFFY WHERE FIRE TIONS ARAT DYS IN I PENETRATIONS NSULATED LAREREQUIRED 32 I a ASSIGNMENT a AA of PROVIDE FINAL CONNECTIONS AFTER CASEWORK IS INSTALLED,COORDINATE WITH INSTANCE. AND SHALL PROVIDE SUBMITTAL FOR BARTELL REVIEWANDAPPROVAL IN EACH yp 48 ❑ ❑ Aa BARTELL. 11 26 28 a SERVICE COUNTER CONNECTIONS TO BE PROVIDED WITH 112"FLEX AND LOW-VOLTAGE ALL POWER AND/OR COMMUNICATIONS FEEDS SHALL BE FROM WALL OR FLOOR E 42z 34 E z0s + AE5ot DRAWING NUMBER: D MONUMENTS POWER POLES WILL NOT BE PERMITTED UNLESS NOTED OR EXPRESSLY <� '+tp2 ( ,,t CABLES FED THROUGH CABINET IN MULTIPLE LOCATIONS.G.C.SHALL ENSURE ALL APPROVED BY BARTELL •" 17 48 E,2os� I.`-' _ ,- ... a� `_ E]32 � �� 4 c 36 CONNECTING CONDUIT,CHASE,DUCT,POWER-POLE,ETC.IS SIZED APPROPRIATELY TO E REFER TO BARTELL SPECIFICATION FOR DETAILED ELECTRICAL REQUIREMENTS. 11 o 'ACCOMMODATE REQ'D CABLESMARES. "UNDER SLABCONDUITTOFLOORKNOCKOUT(S).CONDUITSTUBBEDTOWALLSHALL �� ENLARGED ELECTRICAL PHARMACY AND SERVICE AREAS 39 CONTINUE WITHIN WALL TO ABOVE ACCESSIBLE CEILING SPACE, - _ -- a- � SCALE: 1/4"=i' a n /� 1 2 3 4 5 6 E 1 2 3 4 5 6 ,16 1/2"FLEX CONNECTIONS)TO NOMINAL DUPLEX RECEPTACLE MOUNTED IN FIXTURE KICK ;' .2 "�S m KEY NOTES PLATE.ENSURE KICK PLATE IS ORIENTED SO RECEPTACLE KNOCKOUT IS NOT MORE THAN ��-5��' . "m RTIL 1'-0"FROM THE END OF THE FIXTURERUN(NOTINCLUDINGENDCAPFIXTURE)-VERIFY 1 DUPLEX RECEPTACLE ABOVE CEILING GRID FOR SURVEILLANCE EQUIPMENT. 41 EXACT LOCATION OF KNOCKOUT WITH BARTELL PRIOR TO ROUGH-IN.FLEX LENGTH REQ'D 0 VARIES;G.C.SHALL CALCULATE REQ'D LENGTHS AND PROVIDE FINAL CONNECTIONS u, POWER FOR AUTOMATIC DOOR(S)PER MANUFACTURER'S REQ'S. C� q 3 AFTER FIXTURES HAVE BEEN INSTALLED. 0 EXTERIOR SIGN CIRCUIT(S)SHALL CONNECT TO BARTELL PHOTO-CELL&TIME-CLOCK NOMINAL POWER DUPLEX RECEPTACLE MOUNTED IN CASEWORK/FIXTURE.VERIFY 2 "' - -' ASSEMBLY WITH OVERRIDE PER BARTELL SPEC,EXCEPT ELECTRONIC READER-BOARD 42 PLACEMENT WTH BARTELL PRIOR TO ROUGH-IN.CONTRACTOR TO MAKE FINAL 0 4 SIGNS WHICH SHALL REQUIRE INDEPENDENT POWER AND LOW-VOLT CONNECTIONS. CONNECTIONS. CONTACT INFORMATION: CONTRACTOR TO MAKE FINAL CONNECTIONS.VERIFY LOCATIONS WITH BARTELL PRIOR TO 120V20A CIRCUIT AND DUPLEX RECEPTACLE FOR MICROWAVE.VERIFY RECEPTACLE a 44 wwwbartelldrugs.com CORPORATE OFFICE i ROUGH-IN. LOCATION WHEN INSTALLED WITHIN WALL CABINET. - p.206.763.2626 4025 DELRIDGE WAY SW STE 400 Y J-BOX 6"ABOVE CEILING GRID WIRED TO SALES FLOOR LIGHTING CONTACTOR FOR DUPLEX OR DOUBLE-DUPLEX RECEPTACLE AS INDICATED ON PLAN CONCEALED WITHIN - u f.206.763.2062 SEATTLE WA 98106 5 FUTURE LIGHTING NEEDS. 45 FIXTURE BASE TO BE WIRED TO SALES FLOOR LIGHTING CONTACTOR. RECEPTACLE WIRED TO SALES FLOOR LIGHTING CONTACTOR MOUNTED WITHIN WINDOW 48 DUPLEX RECEPTACLE FOR REFRIGERATOR ON DEDICATED CIRCUIT. Q 6 FRAME OR IMMEDIATELY ADJACENT AS CLOSE TO TOP OF WINDOWAS IS FEASIBLE.VERIFY WITH BARTELL IF ANY LOCATION(S)REQUIRE DEDICATED CIRCUIT FOR NEON SIGNS). DUPLEX RECEPTACLE FOR GARBAGE DISPOSAL[E.315]WITHIN SINK CABINET.PROVIDE p BOB EDWARDS 49 SWITCH ABOVE COUNTER AS REQ'D BYCODE. DIRECTOR,STORE DEVELOPMENT v 7 120V12M CIRCUIT FOR PANIC/SECURITY HARDWARE AT EXIT DOOR(S).MAKE ALL LINE-AND p.206.767.1182 bobe@bartelldrugs.00m 00 LOW-VOLT CONNECTIONS TO LOCK.CONCEAL ALL CONDUIT. 50 POWER AND FINAL CONNECTIONS TO HAND DRYER[E.312].VERIFY LOCATION PRIOR TO n CONCEALED CONDUIT STUBBED TO ABOVE ACCESSIBLE CEILING FOR LOW-VOLTAGE N 8 CONNECTION TO SECURITY KEYPAD.PROVIDE CONCEALED J-BOX WITH MUD RING AND CUN T-REE ,OODRLE-DUILEx RECEPTACLES STACKS VERTICALLY AT+ AFFW2^AFF,-78'AFF IN PROJECT INFORMATION: 'n PULLSTRINGWHERE FEASIBLE EACH OF-X,2;LOCATIONSWTH\TELECOM.AR A(TOTALOFSIX(6)RECEPTACLES.)ENSURE WALLS 52 ARECCVERECmrHPLYWOODAs CANON'vALL FINISH=uN PRIOR To INSTALLATION.GCTOVERIFY LOCATION INFORMATION: CONCEALED CONDUIT STUBBED TO ABOVE ACCESSIBLE CEILING FOR LOWVOLTAGE AND SUPPLY CRO ND IF REQ'D BY CCDLA:LARfELL PROVIDED TE.ECOMM.CABINET. 74 3 9 CONNECTION TO SECURITY HARDWARE(WINDOW/DOOR CONTACT,ETC.)VERIFY EXACT -O STUB-OUT LOCATION PRIOR TO ROUGH-IN. 120V POWER CONNECTION FOR LINE-VOLTAGE DOOR PUSH BUTTON AND BELL[E.313I. t0 DUPLEX RECEPTACLE AT+15AFF ON REAR SIDE OF COLUMN.BOX SHALL BE FINISH INSTALL ENUNCIATOR AT+1U-0"AFF IN STOCKROOM.INSTALL PUSH-BUTTON AT EXTERIOR 204TH ST NE&HWY9 0 QUALITYAND CONDUIT CONCEALED WITHIN COLUMN.VERIFY LOCATION WITH BARTELL OF STORE ADJACENT LOADING DOOR.A SECOND PUSH-BUTTON SHALL BE REQ'D WHEN ARLINGTON WA 98223 - - 53 LOADING AREA CAN BE SECURED FROM PUBLIC ACCESS.VERIFY LOCATION(S)WITH /'� u PRIOR TO ROUGH-IN. BARTELL PRIOR TO ROUGH-IN.LABEL PUSH-BUTTON(S)WTH PHENOLIC NAMEPLATE ARL I N GTO N DOORBELL PUSH-BUTTON LOCATED ON STOREFRONT SYSTEM(WRING TO BE CONCEALED "BARTELL DRUGS DELIVERIES ONLY' - w WITHIN STOREFRONT SYSTEM)WITH ENUNCIATOR IN OFFICE.PROVIDE SWITCH ADJACENT FLUSH FLOOR RECEPTACLE WITH GARCON BRASS COVER PLATE AND FLOOR BOX.VERIFY - o OFFICE LIGHT CONTROLS TO DEACTIVATE CHIME.LABEL SWITCH WITH PHENOLIC 54 EXACT LOCATION WITH BARTELL PRIOR TO ROUGH-IN. - NAMEPLATE"FRONT DOORBELL' PROJECT DESCRIPTION: ~ ONE(1)DEDICATED CIRCUIT DOUBLE-DUPLEX IGR,AND ONE(1)LOW-VOLTAGE)-BOX WITH 55 RECEPTACLE(S)FOR ILLUMINATED SIGNS WREDTO SALES FLOOR LIGHTING CONTACTOR. s 13 MUD RING AND PULL STRING.HEIGHT AS INDICATED ON PLAN.VERIFY LOCATION WITH VERIFY HEIGHTS AND LOCATIONS WITH BARTELL PRIOR TO ROUGH-IN. ry BARTELL PRIOR TO ROUGH-IN. ALL LIGHTING IN SALES AREA INCLUDING SHOWCASES,CASEWORK,FIXTURES,VALENCE, 1 o RECESSED J-BOX AND FLEX WHIP WITH TOP OF BOX NOT MORE THAN+4"AFF.EXTEND ILLUMINATED SIGNAGE,COOLER/FREEZER, SPACE-LIGHTING SHALL BE N E V n I V STORE ti 14 WHIP TO DUPLEX RECEPTACLE MOUNTED IN FIXTURE TOE-KICK.VERIFY COVER PLATE 57 CONTROLLED WITH LINE-VOLTAGE ELECTRICALLY HELD CONTACTORS AND SHALL PROVIDE NI COLOR REOD TO MATCH TOE-KICK FOR DAY-LIGHTING AND OCCUPANCY SENSOR CONTROLS WHERE APPLICABLE AND REQ'D RECESSED J-BOX AND FLEX WHIP WITH TOP OF BOX NOT MORE THAN+4"AFF.UON. BY CODE Q (� Q 0 15 CONCEAL WHIP WITHIN FIXTURE AND EXTEND TO VALENCE LIGHTING.WARE CONNECTION CIRCUITRY i`S S I`.'N M E N T D Ri`WING S TO SALES FLOOR LIGHTING CONTACTOR. vi 1.EXCEPT FOR EMERGENCY-AND NIGHT-LIGHTING,ALL SELLING AREA LIGHTING CIRCUITS 120V20A DEDICATED CIRCUIT IGR FOR EQUIPMENT.DUPLEX OR DOUBLE-DUPLEX SHALL BE CONTROLLED BYA CONTACTOR SYSTEM.ALL LIGHTING LOADS SHALL BE FED 'v 16 RECEPTACLE AS INDICATED ON PLAN. FROM A SUB-PANEL DESIGNATED FOR LIGHTING LOADS ONLY.SEE NOTE 57. - r DEDICATED CIRCUIT FOR EQUIPMENT.VERIFY VOLTAGE,AMPS,AND RECEPTACLE TYPE OR SFSUMMARY GFESUMMARY -.N o 17 DIRECT-WIRE AS REQ'D BY MANUFACTURER PER EQUIPMENT SCHEDULE.VERIFY FINAL 2.DEDICATED CIRCUITS ARE CIRCUITS WHICH SERVE ONLY ONE(1)DEVICE AS INDICATED '¢ LOCATION WITH BARTELL PRIOR TO ROUGH-IN. ON THE PLAN COOLERS WALL. t WALK-IN COOLER/FREEZER EQUIPMENT.VERIFY VOLTAGE AND AMPS WITH SALES FLOOR COOLER - MANUFACTURER.TYPICALTWO(2)208V3-PHASE 40150A CIRCUITS REQ'DATROOFTOP 3.NOT USED PHARMACY FRONT c_ CONDENSING UNITS AND ONE(1)115V20A SINGLE PHASE CIRCUIT FOR DOOR HEATERS. 18 REMOTE AND ON-BOARD EQUIPMENT REQ'D.CONNECT THERMOSTAT,TIME CLOCK, 4.ALL ISOLATED GROUND LOADS SHALL BE FED FROM ASEPARATE ISOLATED GROUND CARE CLINIC 4-WAYS Q SOLENOID COIL,AND ANY OTHER FINAL CONNECTIONS REQ'D FOR FULL OPERATION OF PANEL OR THROUGH AN ISOLATION TRANSFORMER WHICH SHALL HAVE AN ISOLATED FRONT END TTL BACK COOLERS. GROUND CONDUCTOR INSTALLED THROUGH ALL INTERVENING PANELS TO THE SERVICE FIX PLUS - ENTRANCE.G.C.SHALL BE RESPONSIBLE FOR VERIFYING THIS CONDITION IS MET WITHOUT h 19 EXHAUST FAN SWITCHEDTOACTIVATE WTH CEILING.LIGHT MOTION CONTROLS EXCEPTION. o SUPPORT CHECKOUT - STORAGE DEDICATED CIRCUIT FOR WATER COOLER.VERIFY EXACT LOCATION OF RECEPTACLE OR 5.PROVIDE 12020BV 3-PHASE 4-WIRE SERVICE OP800A MINIMUM CAPACITY.CALCULATE BACK END TTL TOTAL GFE N 20 DIRECT-WIRE LOCATION WITH MANUFACTURER. 58 ACTUAL PANEL LOAD AND SUBMIT TO BARTELL FOR REVIEW AND APPROVAL.LESSER STUB CONDUIT(S)NO HIGHER THAN 3"AFF TO ACCESSIBLE CEILING FOR LOW-VOLTAGE TOTAL SF ENDS SERVICE LEVELS SHALL REQUIRE BARTELL APPROVAL. - �? AND POWER FEEDS TO CASEWORK.TWO(2)CONDUITS SHALL BE OF SUFFICIENT SIZE TO SUPPLY MIN.THREE(3)CAT6 CABLES AT EACH LOW-VOLTAGE LOCATION AS INDICATED ON 6.ALL ELECTRICAL PANELS SHALL BE EQUIPPED WITH COPPER BUSS BARS WITHOUT SF/GFE N 22 PLAN.TWO(2)CONDUITS SHALL BE OF SUFFICIENT TO SUPPLY POWER CONNECTIONS EXCEPTION.ALL CONDUCTORS AND WIRING INCLUDING SERVICE ENTRANCE CONDUCTORS - a AS INDICATED ON PLAN.CONNECTIONS SHALL FEED THROUGH CASEWORK BASE TO BOXES WITHIN CASE SHALL BE COPPER.WITHOUT EXCEPTION.VERIFY WITH BARTELL PRIOR TO INSTALLATION. NOTE: J- WORK.CASEWORK BASE WILL UGH ACCESS L BE ACCESSIBLE THROUGH 7.SWITCHGEAR,DISCONNECTS,PANELS,ETC:SHALL BE MANUFACTURED BY SQUARE D ASSIGNMENT PANELS IN THE BOTTOM SHELF.VERIFY J-BOX AND RECEPTACLE LOCATIONS PRIOR TO ROUGH-IN OR GENERAL ELECTRIC. DESIGN ONLY DRAWINGS TO CONVEY INTENT OF ti ONE(1)NOMINAL DUPLEX RECEPTACLE,ONE(1)DEDICATED CIRCUIT DOUBLE-DUPLEX IGR; E 23 AND ONE(1)LOW-VOLTAGE J-BOX WITH MUD RING AND PULL STRING AT EACH LOCATION. 8.ALL CIRCUIT BREAKERS SHALL BE BOLT-IN TYPE SIZED FOR LOADS AS INDICATED OR FIXTURE PLAN SUBJECT TO CHANGE-CASEWORK REQ'D.TEN(10)SPARE CIRCUITS WITH ASSOCIATED AMPERAGES SHALL BE PROVIDED IN PLUG MOLD[E.316]10'-0"LONG OR LESSAS REQ'D TO FITTHE LENGTH OF THE COUNTER.. . AND FIXTURE ELEMENTS SHOWN ON FLOOR PLAN 4 24 CENTER I-3/4"ABOVE COUNTERTOP WITH RECEPTACLES I2"OC.MOUNT TO BACKSPLASH EACH PANELBOARD. - WHICH INCLUDE ELECTRICAL AND/OR PLUMBING AT BACK COUNTERTOP EDGE.CONNECT TO RECESSED J-BOX AT WALL WITH FLEX WHIP. 9.A TYPEWRITTEN CIRCUIT DIRECTORY CONTAINING CIRCUIT NUMBERS AND LOAD ELEMENTS RECEIVE NO SIGNIFICANT CHANGES q UNLESS ABSOLUTELY NECESSARY-CHANGES TO DEDICATED CIRCUIT CONNECTION TO J-BOX(S)6"ABOVECEILING INFORMATION FOR EACH CIRCUIT BREAKER SHALL BE MOUNTED BEHIND CLEAR PLASTIC c 25 GRID FOR Rx ROBOT EQUIPMENT. INSIDE EACH PANELBOARD DOOR.ALL SWITCHES AND PANELBOARDS SHALL BE LABELED PLANNED INFRASTRUCTURE(MEP,ETC.)ARE NOT Q LOW-VOLTAGE CONNECTIONWITH1"CONDUITSTUBBEDTOACCESSIBLECEILINGSPACE WITHPHENOLIC NAMEPLATES. ANTICIPATED. 26 TO MUD RING WITH PULL STRING. 59 ILLUMINATED EXIT SIGN AS REQ'D BY CODE. QQQQ m DEDICATED CIRCUIT AND ABOVESOFFITINACCESSIBLECEILINGSPACELABELED - ee 99 m FOR ILLUMINATED SIGN.LOCATE ALONG BACK EDGE OF SOFFIT NEAREST ACCESSIBLE 60 PROVIDE POWER FOR EXTERIOR CANOPY,POLE,AND WALL PACK LIGHTING. I ACT a 27 LOCATION FOR SERVICE.PROVIDE SWATCH LOCATED ADJACENT CLINIC ROOM LIGHTING CONTROLS.LABEL SWITCH WITH PHENOLIC NAMEPLATE"CareClinic SIGN" DEDICATED CIRCUIT(S)AND CONNECTIONS TO WATER HEATER(S)AS LOCATED ON PRINT. I I DRAWING INFORMATION: N DEDICATED CIRCUIT AND J-BOX ABOVE SOFFIT IN ACCESSIBLE CEILING SPACE LABELED 61 RECIRCULATING EQUIPMENT AND POWER CONNECTIONS REQ'D. I i - -�� PP -- �£ -- ' 28 FOR ILLUMINATED SIGN.LOCATE ALONG BACK EDGE OF SOFFIT NEAREST ACCESSIBLE POWER AND CONNECTIONS AS I I CONDUIT WITHIN / DRAWING TRACKING INFORMATION: . in. LOCATION FOR SERVICE.PROVIDE SWITCH LOCATED ADJACENT PHARMACY LIGHTING 62 I - +� CONTROLS.LABEL SWITCH WITH PHENOLIC NAMEPLATE"PHARMACY SIGN" ONE(1)DOUBLE-DUPLEX RECEPTACLE,ONE(1)DEDICATED CIRCUIT IGR DOUBLE-DUPLEX WALL. TRANSITION - MARK DATE DESCRIPTION E J-BOX WTH DEDICATED 120V20A CIRCUIT ABOVE CEILING TO POWER ROLL-UP DOOR 63 RECEPTACLE,AND ONE(1)LOW-VOLTAGE J-BOX WITH MUD RING AND PULL STRING FOR i r e 2017.05.18 DRAFT FOR REVIEW c 30 EQUIPMENT AND CONTROLS.MAKE ALL FINAL CONNECTIONS TO MOTOR AND KEYSWTCH MINIMUM TWO(2)CONNECTIONS AT EACH LOCATION AS NOTED. III O1 (SEE NOTE 31). DEDICATED CIRCUIT DUPLEX IGR TO PROVIDE POWER FOR VENDING EQUIPMENT.PROVIDE i i TO FLEX 18 AFF. _. - _' 2017.05.19 ISSUED FOR ASSIGNMENT Q PROVIDE J-BOX AT+60"AFF FOR KEY-SWITCH[E.307]WITH CONDUIT ROUTED TO ABOVE 64 DISCONNECT IF REQ'D.IF INSTALLED AT AN EXTERIOR LOCATION PROVIDE LOCKING III r 1 2017.06.23 BARTELL EDG REVISIONS c 31 ACCESSIBLE CEILING.CONCEAL CONDUIT AND J-BOXES WHEN POSSIBLE;SURFACE MOUNT COVER SUBMITTAL FOR BARTELL APPROVAL.VERIFY FINAL LOCATION PRIOR TO ROUGH-IN. I MIN. 6 WHIP cn PERMITTED AT MASONRY WALLS. PROVIDE POWER AND DATA CONNECTIONS THROUGH POWER POLE SUPPLED FROM III I BEYOND �/ `/ EXHAUST FAN WITH LOW-WALL RETURN EXHAUSTED TO EXTERIOR.VERIFY WALL-RETURN ABOVE ACT.VERIFY POWER POLE IS SIZED ADEQUATELY TO SUPPLY ALL CONNECTIONS AS LEI OND WALL. PLAN . VIEW WITH BARTELL PRIOR TO ROUGH-IN.FAN SHALL BE CAPABLE OF PROVIDING MIN.20 AIR 66 NOTED ON PLAN.VERIFY LOWVOLTAGE CABLES REQ'D BY BARTELL PRIOR TO ROUGH-IN. [C U ST M E R I' 32 CHANGES PER HOUR(TYPICAL 1Ox12 ROOM REQ'S 360 CFM FAN-10*12.9=1080CF*20 COORDINATE INSTALLATION WITH CASEWORK BY BARTELL.CONTRACTOR TO MAKE FINAL i CHANGE/HR=21600CF/60 MI INS=360CFM).PROVIDE 15-MINUTE TIMER-SWTCH WITH HOLD CONNECTIONS. [CLERK SIDE] N OPTION LOCATED ADJACENT ROOM LIGHTING CONTROLS. GENERAL FLOOR PLAN NOTES SIDE] I PP o DRIVE-THRU PHARMACY EQUIPMENT-PROVIDE AND INSTALL ALL ELECTRICAL EQUIPMENT I - o 33 SPECIFlCAT ON PAORAGE FOR DETAILS. AND OPERATIONAL SYSTEM.REFER TO DIEBOLD A ALLRECEPTACLES AT+15"AFF UON,FACEPLATES SHALL MATCH SURROUNDING APPROVAL i I STUB IN CONDUIT NO DRAWN BY NRL c� AS APPROVED BY BARTELL. I I PLOT BY NRL NOMINAL DUPLEX RECEPTACLE+1VAFF ION. I I n 34 CONTRACTOR TO ENSURE DESIGN AND CONSTRUCTION MEETS ALL APPLICABLE CODE(5) HIGHER THAN 3 A F F f 7 1 W INCLUDING GFCI CIRCUIT(S)IN ANY APPLICABLE WET AREA LOCATION(S),BUILDING SAFETY I I PLOT DATE 2017.06.28 35 FLUSH BRASS FLOOR KNOCKOUT WITH BLANK BRASS COVERPLATE B ILLUMINATION/STROBES/SIGNS,ETC.BARTELL NOT RESPONSIBLE FOR ANY CODE RELATED J J J J J J FLUSH BRASS FLOOR KNOCKOUT.90-DEGREE FLEX CONNECTIONS T012"FLEX CONDUIT ERRORS OR OMISSIONS. FOR DATA/POWER c 36 UON. LOWVOLTAGE DATA CABLING SHALL BE INSTALLED BY BARTELL VENDOR.ALL ACCESS, m DRAWING TITLE: ONE(1)DOUBLE-DUPLEX RECEPTACLE,ONE(1)DEDICATED CIRCUIT IGR DOUBLE-DUPLEX CONDUIT,PENETRATIONS AND STUB-OUTS BY G.C.LOWVOLTAGE RECEPTACLES �- INDICATED SHALL BE PROVIDED(1)SINGLE GANG MUD RING WITH PULL STRING UON.ALL RECEPTACLE,AND ONE(1)LOW-VOLTAGE J-BOX WITH MUD RING AND PULL STRING FOR HORIZONTAL AND VERTICAL COMMUNICATIONS PATHWAYS IN INSULATED WALLS OR ¢ ELECTRICAL m MINIMUM TWO(2)CONNECTIONS AT EACH LOCATION AS NOTED.SEE DETAIL NOTE FOR C OTHERWISE CONCEALED BEHIND GWB SHALL BE RUN IN CONDUIT OF APPROPRIATE SIZE. 1-L �y ASSIGNMENT MOUNTING DETAILS WITHIN FIXTURE-VERIFY WITH BARTELL PRIOR TO ROUGH-IN. A�-r,/�I� c 37 G.C.SHALL BE RESPONSIBLE TO IDENTIFY WHERE FIRE RATED PENETRATIONS ARE w, PROVIDE FINAL CONNECTIONS AFTER CASEWORK IS INSTALLED,COORDINATE WITH REQUIRED AND SHALL PROVIDE SUBMITTAL FOR BARTELL REVIEWAND APPROVAL IN EACH �? BARTELL. INSTANCE. Q SERVICE COUNTER CONNECTIONS TO BE PROVIDED WITH 12"FLEX AND LOW-VOLTAGE ALL POWER AND/OR COMMUNICATIONS FEEDS SHALL BE FROM WALL OR FLOOR SECTION VIEW CLERK—SIDE ELEVATION DRAWING NUMBER: _ CABLES FED THROUGH CABINET IN MULTIPLE LOCATIONS.G.C.SHALL ENSURE ALL p MONUMENTS.POWER POLES WILL NOT BE PERMITTED UNLESS NOTED OR EXPRESSLY 0 38 CONNECTING CONDUIT,CHASE,DUCT,POWER-POLE,ETC.IS SIZED APPROPRIATELY TO APPROVED BY BARTELL i ACCOMMODATE REQ'D CABLESAMRES c 1"UNDER-SLAB CONDUIT TO FLOOR KNOCKOUT(S).CONDUIT STUBBED TO WALL SHALL E REFER TO BARTELL SPECIFICATION FOR DETAILED ELECTRICAL REQUIREMENTS. - �� 39 CONTINUE WITH IN WALL TO ABOVE ACCESSIBLE CEILING SPACE. S Rx OPENING CONDUIT DETAIL A5 CHECKSTAND DETAIL .F SCALE: 1/2"=1' SCALE: 1/2"=1' Q LL 11 2 1 3 4 1 5 6 i Note: I. installation includes remcvc of stakes one o year after ^stollotbr. I : I m o o. 2. Adj s-, 'tree ties during establishment to Prune diseased and N allow for growth. broken branches o °chainlock" or equal N. 21' Iod e ole ine tree +roo tie materiali !"' 3 � q p z stakeSPJ' Ion driven I' wld hi,nail or, staple nto undisturbdd ground. tree :ie to hole I _ Stain Drown a a o vertically, loco cn a n For all trees tie around holf :roe within 4'of pavin and _5'of water Ilnes� loosely to provide I" > cent.ry Products slack for trunk — root carrier c-approved growth 24' pa is Water basin with 2" mulch Instal -1 par manufacturers _ _��Poving _ o specs. I C - Jnoiazed planting pit i,: Davin — 9 topsairo.,g y, l, 1/2 native soil, I v 215 F thc l ' fertilize Planting it min. =i l �Li �i i� i i .undisturbed soil TREE PLANTING DETAIL No scale _ / '� 93 SF �'�/ 215 SP 1 215, SF 1 i Prune diseased and I' ! II SF broken branches I 95 SF " 165 SF /j ......;. Water basin with ��2"mulcn -IT taosoll I 215 F ' -IT water thorougrlu t t l, fertii.ize as recta Plontln hole mn. - �i twice s�ze of root ba I 165 SF pRu�CJ�QR� -- NOT A PART 215 eF �, 1 SHRUB PLANTING DETAIL �. , (UNDER _Na 5caie SEPARATE NOTES PERMIT) 65 5F i _o I. Suoerodes, including berms,to Nfthin I I/loth foot provided:by I ,_ - t i 17- Oenera Cortractor,;nlass otherw'.so noted. S 2. S bgrode snoll be scarified or rotot111ed If conoitlons require. � /!i © �:�. Z 3. 4" deot, 3-way topsoil or equal lr of p ontrg areas. 215 SP � /� � ® S 4 Dew't. pro 5 filter fabric weed b rie- (or ucl) in all planting beds. �` �� F �x �� 3 i i Z 5. 2 m.'rmum depth washed rock in of ..lortir o od5. to American '* � ' „- i � ��. � � c 'ro5 SP � Nurser and Landscape A,socicticr s e..Pico-ore. r 6. All pla material shall be healthy,ful ord p g I 215 SF material or size or kind nc ovo loo'.e may DO substituted t ,\77 , %I \ 0 0 7. Plant mater anly ltin approval of Lordscopo A cni etc or Owner. ;5, Al mo s olartirgs shall have tCor Ll r soncing. I ,/ 460 SF I Z O. Posravepc cro eroil s hall becmc�nta'n to nsureproper drainage. 215 Mount--lantin areas �.. , ?y4 ,�, '�,;, '-.. _..— - - .J to mnimum 6" g g 5P 5 SF 1� I. _ondscope contractor:shall maintain site until final inspection and n Iro acceptance by Ower. 1—Q 165 6P PLANT LIST Y B L BOTANICAL/COMMON CONDITION I_J aennsylvanica 'Cimmzam'/ IS 2"Caliper B4B _ 215 SF �I �Z� lo Praxinus � Cimmaron Ash '. — 65 SF 65 SF RA Prur;s cerasifero 'Thunderc 36 loud'/ I5 2" caliper B4B 5 SP 4 5 SF o 1 Tamdercloud Plum/ 65 SP 165 SP 65 SF 65 SP o 385 SF 460 SP L, d Prunus ser n-ulata 'Kwazan'/ 10 2' Gallper B4B -7> 1>1 Kwanzan Cherry T Ateru uJa 'Sange.Kaku' 6' B45 San Kakupu p 0g i /I& SF vibK m tSprg 16 SF 3 SP 10 nn Bouquet' / 57 5 gallon full 4 bushy — � — -_,'re Bouquet viburnum r _ — — , i/ , / j r j/ 'i '' i' P OP I. Sp;rea x bum. 'Arthony Waterer./ A 5 gallon full 4 bushy �I � Anthony Waterer Bumald Spirea L = — — - — — — — ►r m m ELECTRICAL — — � � ® ThuJo O. 'Emerald Green'/ 14 !a 546 _ —EASEMENT_ — — -- _ _ _ _ — — — — — —-- — — — — — —W w s� H Emerald green arborvitae — — — — — SD gp so SD c G_c c W w m A F o i 0 Prunus L. 'Otto Luyken'/ 11'1 21 full 4 bushy C~ U 0-.to Luyken Laurel 9 Azeleo Hire crimson 53 2 gallon full 4 bushy 204TH ST. NE - — — — — W Li Q m ® Azelea Purple Splendor 42 2 gallon full 4 bushy — _ _ _ — — — — — — — — — as p Nandino domestics 'Moon Bay'/ 41 2 gallon full 4 bushy Z (0 Moon Bay Heavenly Bamboo NOTE rr Z ti eh Q oe CsATION Q Hiaterarnea Ping Spangles/ 205 AN AUTOMATIC IRRI gallon full 4 bushy SYSTEM WILL BE INSTALLED LANDSCAFE FLAN - ' 0 Liorop muscari/ 155 I gallon full 4 bushy FOR ALL PLANTING AREAS. Blue Lllyturf VEHICLE AREA SHADE Sheet LANDSCAPE PLAN Arctostaphyloe uva-urs' / 550 8"pots ots full VEHICLE AREA..................................... . 45,131 SF kinnickinnik ..........._..._....__..... REQUIRED 20 SHADED All.........._.....9,026 SF NORTH O 10 :O' 40' Sodded Lawn SPAIDED AREA PROVIDED__..._ ......:..._._...9,180 SF "Confirm al(plant dvantities Received JIJI 0 i 1u1' P CITY OF ARLINGTON GTON,WA• 99223 238 N. OLy1VIPIC AVE 36�'p3_355I • PHONE, ( ) BUILDING PERMIT Permit#:1538 Valuation:2800000.00 Address:7423 204th Street NE TRACTOR Parcel#:31051100304100 CON OWNER APPLICANT Name:Buchner Construction,lnc Name:Harold Christensen Address:3158 south Main Street 84115 Name:RPl ARLINGTON LLC Address:130 Lakeside City,State Zip:Salt Lake City, UT Address:2618 2ND AVE City,State Zip:Seattle,WA 98122 phone:801-879-6227 City,State Zip:SEATTLE,WA 98121 Phone:206-325-2553 CONTRACTOR - Phone: PLUMBING CONTRA MECHANICAL CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: EXp: Phone: EXP: LIC#: LIC#: - JOB DESCRIPTION CODE YEAR: 2015 PERMIT TYPE: commercial New CONST.TYPE: V-B STORIES: I OCC GROUP: M DWELLING UNITS: 0 OCC LOAD: 221 BUILDINGS: I PERMIT APPROVAL AND STATE LAWS REGULATING CONS 1 RR CODE OF THE ST�ATIE O WASHINGTON 1311 RELIATfNG TO I A(iREE TO COMPLY WITH CITY PAID. THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR L FEES ARE WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. E AND APPROVAL OR TH IS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER HAS BEEN MAO IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTUREBT 110. UNTIL A FINAL IN A CERTIFICATE OF OCCUPANCY HAS BEEN GRAN ' of.A 14i a must be tied on your sales tax return form SALES TAX NOT a es tax relatin construction and construction materials inflhe� \ ti C, 3101 , � and co ed City o ReeasedBy Date gn Print Name Si Date CONDITIONS Adhere to approved plans. ON PRIV U PROPERTY ONLY. SY ION ONLY MAIN(CURBS.SIDEWALKS,DRIVEWAYS.MARQUEES.ETC.)WILL REQ THIS PERMIT AUTHO p PUBLIC DOMAIN WORK NOTED THIS PERMIT COVERS Wow TO BE DOS CONSTRUCTION ON THEFee Amount PERMIT FEES $17,279.28 Description $6,214.30 Date $4.50 8/30/2017 Building Permit Fee 8/30/2017 Building Plan Review Fee $1gg,723.15 8/30/2017 State Building Code Surcharge Fee g223,221.23 8/30/2017 Traffic Mitigation-City Total Due: $6,214.30 Total Payment: $217,006.93 Balance Due: CALL FOR INSPECTIONS -B n DI t360)403-3417 When calling for an inspection please leave the following information, Permit Number,Type Of Inspection being requested,and whether you prefer morning or afternoon i Permit Information Date�77/�7/201 Permit Number 1538 Project Name Bartell Drugs Arlington Applicant Name Harold Christensen Applicant Address 130 Lakeside City,State,Zip Seattle, WA 98122 Contact Harold Christensen Phone 206-325-2553 Email haroldc@Imueiler.com Permit Type Commercial New Site Address 7423 204th Street NE Valuation 2800000'00 Status Applied Permit Issued Permit Expires Square Feet 14667 Type of Construction/Occupancy Load V-B Number of Stories 1 Proposed Use New Commercial Retail Building Assigned To Kristin Foster Owner informal," MAYO RODNEY Property Information Parcel#:31051100304100 3522 SILST VANA TERRA 9829D2 MAYO RODNEY 7423 204TH ST NE Review Assi ned To Status Tar et Date completed Date In Review Date Type Descri tion Rick Karns 7/10/2017 ommercial Building7l17/2017 Fees Notes Amount Descri lion 56,214.3 Fee 345 83.00.0 g8 214.3 Building Plar� Review Fee Tota Payments Payment T e Acre ted B Amount Descri lion Kristin Date Paid B gg 214 3 Check#1683 Foster 7/7/2017 Lance Mueller and Associates Amount Outstandin :$0.0 Tota $6,214.3 Uploaded Flles Date 7/10/2017 11:08:02 AM 16032 Arch ermit se 7-5-17 Part1. df i* Upload File 1/10/2017 11:08:02 AM 16032 Arch permit set 7-5 1 3�f U loaded B 7/10/2017 11:08:02 AM i 6032 ArchI'll Foster, Kristin �( 7/10/2017 11:07:50 AM ! ermit set 7-5-17 Part2. df Foster, Kristin )( e t�df Foster,Kristin �( 7/10/2017 11:07:50 AM Come Appl�n P ket, df 7/10/2017 11:07:50 AM Ba I'll ells Arlin envsum. df Foster,Kristln �( 7/10/2017 11:07:49 AM Bartell Dru s Rid a Plaza-STRUCTRUAL CURRENT ST ppF Foster,Kristin X 7/10/2017 11:07:49 qM Arlinptgn Drugstore-L-1 0 1706_30 ptlf Foster, Kristin �( 7/10/2017 11:07:49 AM 7- - Foster, Kristin X 5 17 Bartell New Buildin Cal . df Foster, Kristin X Foster, Kristin x 8/30/2017 BUEHNER CONSTRUCTION INC 1 Search L&I 1.7inrh"t Ifclp :Iti I,IcI 3alet & Iealth Claims&Insurarce ades& i_(�errsmg Washington State Department of „ Labor & Industries BUEHNER CONSTRUCTION INC Owner or tradesperson 3158 S MAIN ST SALT LAKE CITY,UT 84115 Principals 801-486-1888 BUEHNER,STUART CHRISTIAN,PRESIDENT CHILD,MARC D,VICE PRESIDENT CHILD,MATTHEW A,VICE PRESIDENT Doing business as BUEHNER CONSTRUCTION INC WA UBI No. Business type 602 819 363 Corporation Governing persons STUART BUEHNER MARC CHILD; MATT CHILD; License Verify the contractor's active registration/license/certification(depending on trade)and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. BUEHNC1914MB Effective—expiration 07/02/2009—07/02/2019 Bond Great American Ins Co $12,000.00 Bond account no. MS1531696 Received by L&I Effective date 10/19/2016 10/18/2016 Expiration date Until Canceled Bond history Insurance Mt Hawley Ins Co $1,000,000.00 Policy no. MGLO185359 Received by L&I Effective date 06/15/2017 06/27/2017 Expiration date 06/27/2018 Help us impr,)pie https:Hsecure.ini.wa.gov/verify/Detaii.aspx?UBI=602819363&LIC=BUEHNC1914MB&SAW= 1/3 i 8/30/2017 BUEHNER CONSTRUCTION INC Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings Cause no. 14-2-18331-3KNT Dismissed Complaint filed by Complaint against bond(s)or savings CHET'S ROOFING&CONST INC MS1506764 Complaint date Complaint amount 07/08/2014 $0.00 L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations Infraction no. ERADJO0797 Satisfied Issue date RCW/WAC 01/12/2017 19.28.101 RCW Violation city Violation amount SALT LAKE CITY $100.00 Type of violation ELECTRICAL CITATION Description Class B eligible work-Failing to obtain an electrical/telecommunications work permit,or post a provisional electrical work permit,or valid Class B label prior to beginning the electrical/telecommunication installation or alteration as referenced in WAC 296-46B-901. Failing to purchase an electrical permit Infraction no. ERADJO0796 Satisfied Issue date RCW/WAC 01/12/2017 19.28.041 RCW Violation city Violation amount SALT LAKE CITY $500.00 Type of violation ELECTRICAL CITATION Description Offering to perform,submitting a bid for, advertising,installing or maintaining cables, conductors or equipment that convey or utilize electrical current without having a valid electrical contractor license. Infraction no. ERADJO0798 Satisfied Issue date RCW/WAC 01/12/2017 19.28.271 RCW Violation city Violation amount SALT LAKE CITY $250.00 Type of violation ELECTRICAL CITATION Description Employing an individual for the purposes of chapter 19.28 RCW who does not possess a valid certificate of competency or training certificate to do electrical work. Workers' comp hfps://secure.Ini.wa.gov/verify/Detail.aspx?UBI=602819363&LIC=BUEHNC1914MB&SAW= 2/3 ti� 8/30/2017 BUEHNER CONSTRUCTION INC Do you know if the business has employees?If so F�(fy the business is up-to-date on workers'comp premiur L&I Account ID r Call L&I account representative for accoun, 269,954-00 status. Doing business as BUEHNER CONSTRUCTION INC Estimated workers reported Incomplete premium report received. L&I account contact Collections Dialer Unit,800-301-1826-Email:dialercollections@Lni.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes This contractor received a valid strike(s)for violation or infraction for the following L&I law(s).Learn more about contractor strikes. RCW Violation Effective Date 18.27.200 9/30/2010 Description Failure to comply with contractor registration requirements,per RCW 18.27 Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 07/11/2017 Violations Inspection no. 317945112 Location 2500 15 Avenue W Seattle,WA 98119 Inspection results date 05/06/2014 Violations Inspection no. 317278745 Location 1550 E.Yonezawa Blvd Moses Lake,WA 98837 CD Washington State Dept.of Labor&Industries.Use of this site is subject to the laws of the stale of Washington. Helo Us innprove hftps:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=602819363&LIC=BUEHNG1914MB&SAW= 3/3 ,. � 1 I CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:7423 204th Street NE Permit#:1538 Parcel#:31051100304100 Valuation:2800000.00 OWNER APPLICANT CONTRACTOR Name:MAYO RODNEY Name:Harold Christensen Name:Buehner Construction,Inc Address:3522 SILVANA TERRACE RD Address:130 Lakeside Address:3158 South Main Street City,State Zip:STANWOOD,WA 98292 City,State Zip:Seattle,WA 98122 City,State Zip:Salt Lake City,UT 84115 Phone: Phone:206-325-2553 Phone:801-879-6227 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial New CODE YEAR: 2015 STORIES: I CONST.TYPE: V-13 DWELLING UNITS: 0 OCC GROUP: M BUILDINGS: I OCC LOAD: 221 PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. Signature Print Name Date Released By Date CONDITIONS Adhere to approved plans. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 8/30/2017 Building Permit Fee $17,279.28 8/30/2017 Building Plan Review Fee $6,214.30 8/30/2017 State Building Code Surcharge Fee $4.50 8/30/2017 Traffic Mitigation-City $199,723.15 Total Due: $223,221.23 Total Payment: $6,214.30 Balance Due: $217,006.93 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon Y COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551 The following minimum information is required for your Commercial/Multi-Family Building Permit Application. Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents. Incomplete applications will delay the review. One (1) City of Arlington Commercial/Multi-Family Permit Application (One(1) permit application per building or structure is required) One(1) City of Arlington Commercial/Multi-Family Submittal Requirements Form Two (2)Architectural Drawings -rJ Two(2) Structural Drawings 5 Two(2) Structural Calculations ❑ One (1) Project Specification Manuals (if applicable) U-1' One(1) NREC Code Compliance Forms J One (1) Special Inspection Requirements Forms J One (1) Occupant's Statement of Intended Use Form Drawings shall be BOUND SEPARATELYBY TYPE, architectural, structural and landscape, and then ROLLED TOGETHER/N COMPLETE SETS> An intake appointment is required for all new Commercial or Multi-Family Building Permit Applications. To schedule an appointment please contact the City of Arlington Permit Center at(360) 403 3551 or by email to ced(Warlingtonwa.aov. I acknowledge that all items designated above are included as part of this application. REV 2015 Page 1 of 9 �l Y O!, COMMERCIAL APPLICATION r ,�o PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 A. FEES DUE AT TIME OF PERMIT ISSUANCE B. CODES The City of Arlington currently enforces the following: International Codes 1. 2015 International Building Code(IBC) 2. 2015 International Residential Code(IRC) 3. 2015 International Mechanical Code(IMC) 4. 2015 International Fuel Gas Code(IFGC) 5. 2015 International Fire Code(IFC) 6. 2015 International Plumbing Code(IPC) 7. 2015 International Property Maintenance Code(IPMC) 8. 2015 International Existing Property Code(IEBC) 9. 2015 Washington State Energy Code (WESC) 10. 2009 Accessible&Usable Buildings and Facilities(ICC/ANSI 1417.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56&51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 296-46B Electrical Safety Standards,Administration, and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided. (IBC Table 1804.2& IRC R401.4.1) D. PLANS AND DRAWINGS Submit two(2)complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24", or maximum 30"X 42" paper.All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible,with scaled dimensions, in indelible ink, blue line, or other professional media. Plans will not be accepted that are marked preliminary or not for construction, that have red lines, cut and paste details or those that have been altered after the design professional has signed the plans. Please Note:A separate submittal of plans is required for each building or structure. REV 2015 Page 2 of 9 I G1�Y D+t+ COMMERCIAL APPLICATION ��lJNG oz PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE•Arlington, WA 98223 • Phone(360)403-3551 DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. SITE PLAN—.REQUIRED WITH ALL SUBMITTALS (May be included as part of the Architectural Drawing cover Sheet) 1. Drawing shall be prepared at scale not to exceed V =20 feet. 2. Show building outline and all exterior improvements. 3. Provide property legal description and show property lines. 4. Provide dimensions from the property lines to a minimum of two building corners(or two identifiable locations for irregular plan shapes). 5. Show building setbacks,easements and street access locations. 6- Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation contour lines. 9. Show the location of all existing underground utilities, including water, sewer, gas and electrical. 10_ Flood hazard areas, floodways, and design flood elevations as applicable. B. ARCHITECTURAL DRAWINGS 1. ❑ Cover Sheet a) Building Information I. Specify model code information. 2. Construction Type. 3. Number of stories and total height in feet. 4. Building square footage(per floor and total) 5. IBC Occupancy Type(show all types by floor and total). 6 Mixed-use ratio(if applicable) 7 Occupant load calculation(show by occupancy type and total) 8. List work to be performed under this permit b) Design Team Information 1 Design Professional in Responsible Charge 2_ Architects 3. Structural Engineers 4. Owner 5. Developer 6. Any other Design Team Members 2. Floor Plan a) Plan view 1/8"minimum scale. Details a minimum %-inch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan. (on every floor, in all rooms and spaces) e) Show ALL exits on the plans; include new, existing or eliminated. f) Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms,walls and shafts. h) Note the uses in the adjacent tenant spaces, if applicable. i) Provide a door and door hardware schedule. REV 2015 Page 3 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Alt Department of Community & Economic Development City of Arlington • 18204 59th Ave NE•Arlington, WA 98223 • Phone (360)403-3551 j) Show the location of all new walls, doors,windows, etc. k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls, doors,windows and penetrations. m) Provide a legend that distinguishes existing walls,walls to be removed and new walls. 3. Reflected Ceiling Plan a) Plan view 1/8"minimum scale. Details a minimum '%-inch scale. b) Provide ceiling construction details. c) Provide suspended ceiling details complying with IBC 803.9.1.1. Show seismic bracing details. d) Show the location of all emergency lighting and exit signage. e) Detail the seismic bracing of the fixtures. f) Include a lighting fixture schedule. 4. Framing Plan a) Specify the size, spacing, span and wood species or metal gage for all stud walls. b) Indicate all wall, beam and floor connections. c) Detail the seismic bracing for all walls. d) Include a stair section showing rise, run, landings, headroom, handrail and guardrail dimensions. 5. ❑ Storage Racks(if applicable) a) Structural calculations are required for seismic bracing of storage racks eight feet or greater in height. b) Eight feet or less, show a positive connection to floor or walls. NOTE: High pile storage shall meet the requirements of current International Building and Fire Codes. C. SPECIAL INSPECTION 1. Where special inspection is required by IBC 1704, the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1. D. WASHINGTON STATE ENERGY CODE 1. One(1)completed Washington State Non-Residential Energy Code Envelope Summary forms. E. OCCUPANT'S STATEMENT OF INTENDED USE 1. The Occupant's Statement of Intended Use form shall be completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIS). Contact the Arlington The occupant(Bartell Drugs)does not have anything in the store that requires an HMIS. Everything is packaged for sale to the consumer. Products are daily convenience items. Store will have convenience items, snacks, cold beverages and a pharmacy. REV 2015 Page 4 of 9 G1�Y Ol, COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 The building permit does not include any mechanical, electrical, plumbing or fire sprinkler/alarm work. These permits are issued separately. Mechanical, electrical, plumbing, or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be issued. You must provide the Permit Center a copy of the approval letter or the approved plans. Contact the Snohomish County Health District at (425) 339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications. To determine if your project requires an intake appointment, to schedule an appointment or to ensure that you have the most current information, please contact the City of Arlington Permit Center at(360)403-3551 or by email to ced@arlingtonwa.gov Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. REV 2015 Page 5 of 9 G1�Y �l - COMMERCIAL APPLICATION ��,�oz PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE•Arlington, WA 98223 • Phone (360)403-3551 THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS NOT REGULATED UNDER THE IRC. THIS APPLICATION MUST BE ACCOMPANIED BYA COMMERCIAL APPLICATION SUBMITTAL CHECKLIST AND AN OCCUPANT'S STATEMENT OF INTENDED USE. Name of Project: Bartell Drugs,Arlington Valuation $2,800,000.00 Project Address: 7423 204th Street N.E.,Arlington,WA 98223 Parcel ID#: 31051100304100 Legal Description See attached. Owner: RPI Arlington.LLC Phone Number: 206-321-7239 Address: 2618 2nd Ave. City: Seattle State: WA Zip Code: 98121 Engineer: Engineers Northwest Phone Number: 206-525-7560 Cell Phone: E-mail: markn@engineersnw.com Address: 9725 3rd Ave. N.E., Suite 207 City: Seattle State: WA Zip Code: 98115 General Contractor: BCl Phone Number: 801-486-1888 Cell Phone: 801-231-7711 E-mail: KPalmer@bcinational.com Address. 3158 Main Street City: Salt Lake City State: _UT Zip Code 84115 Contractor's License Number: 602819363 Expiration:_8/31/2017 Contact Person: Harold Christensen Phone Number: 206-325-2553 Cell Phone. E-mail: haroldc@lmueller.com Address: 130 Lakeside City: Seattle State: WA Zip Code: 98122 Proposed Scope of Work: Construct new Bartell Drug store and associated site work. REV 2015 Page 6 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360) 403-3551 Project Name/Tenant Bartell Drugs,Arlington Site Address 7423 204th Street N.E.,Arlington,WA 98223 Bldg/Unit/Suite IBC Construction Type V-B IBC Occupancy Type M(B&S-1 accessory) Description of Use Drug store Building Square Footage 14,667 s.f Number of Stories 1 Square Footage Per Floor 14,667 s.f. Will there be any installation, modification or removal of the following? (Check all that apply) Automatic fire extinguishing systems ❑ Compressed gas systems Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids(tanks, piping etc ..) ❑ Hazardous materials 4 High piled/rack storage ❑ Industrial ovens/furnace ❑ Private fire hydrants ❑ Spraying or dipping operations 19C Standpipe systems ❑ Temporary membrane structure, tents(>200sq ft)or canopies(>400 sq ft) Provide details on any of the above checked items: A fire sprinkler and fire alarm system will be installed. Storage racking in the stockroom will be under separate permit. A fire sprinkler room is located in the corner of the building. Installation, changes, modifications or removal of any of the above may require additional submittals, information, or permits during the plan review or construction process. Statement of Special Inspection REV 2015 Page 7 of 9 GYM Y 01, COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community & Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551 Name of Project. Bartell Drugs,Arlington Project Address: 7423 204th Street N.E.,Arlington,WA Special Inspection Firm: Krazan Address: 4303 198th Street SW, Lynnwood, WA 98036 Contact Person: Jeff Mercer Phone: 425 485-5519 Email: jeffmercer@krazan.com Special Inspection Firm Special Inspectors: The Special inspection Firm of Krazan will perform special inspection for the following types of work(separate forms must be submitted if more than one firm is to be employed). Reinforced Concrete Bolting in Concrete ( ) Pre-stressed Concrete ( ) Shotcrete Structural Masonry Structural Steel and Welding High-Strength Bolting ( ) Spray-Applied Fireproofing ( ) Smoke-Control Systems {� Other Specify: Weldhead studs All individual inspectors to be employed on this project will be WABO certified for the type of inspection they are to perform. If inspection is for work that is not covered by the WABO categories, a detailed resume of the inspector and firm must be submitted.The resume must show the inspector and firm are qualified to perform the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions and addenda sheets will not be used for inspection unless approved by the City. The special inspector shall report to the City revisions that are not approved. A daily record will be maintained on site itemizing the inspections performed, for the review of all parties.Any nonconforming items shall be brought to the immediate attention of the contractor for resolution.A weekly shall be submitted to the City; detailing the inspections and testing performed, listing any nonconforming items and resolution of nonconforming items. Unresolved nonconforming items will be detailed on a discrepancy report and presented to the building department. A final report shall be submitted to the Building Division prior to the Certificate of Occupancy being issued. This report will indicate that inspection and testing was completed in conformance with the approved plans, specifications and approved revisions and addenda. Any unresolved discrepancies must be detailed in the final report. The special inspector and special inspection firm serve in the role as"deputy" City of Arlington inspectors and as such are responsible to the City of Arlington Building Division in the performance of the required work. Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plans and specifications must be made available, at the job site for the use of the special inspector and the City Inspector. The contractor shall maintain all daily inspections reports, on site, for review. REV 2015 Page 8 of 9 i a COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community&Economic Development City of Arlington • 18204 59th Ave NE•Arlington, WA 98223 • Phone(360)403-3551 The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections. No concrete shall be poured or other work covered until approved by the City Inspector. Building Division: The Building Division shall review any revisions and addenda.Approved copies will be given to the contractor to maintain as part of the approved plan set. The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed. Design Professionals: The architect and engineer will clearly indicate on the plans and specifications for the specific types of special inspection required, and shall include a schedule for inspection and testing. The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals are obtained,prior to work shown on the revisions being performed. Owner: The project owner, or the architect or engineer acting as the owners agent, shall employ the special inspector or agency ENFORCEMENT: A failure of the special inspector or firm to perform in keeping the requirements of the 16C,the approved plans and this document may void this agreement and the Building Officials approval of the special inspector. In such case a new special inspector and/or firm would need to be proposed for approval.A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project, until nonconforming items have been resolved. ACKNOWLEDGEMENTS I have read and agree to comply with the terms and conditions of this agreement, / Owner: _ k _W Date y 1 hereby certify that the above information is correct and that the construction on,and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington. Applicants Signature Harold Christensen 6-5-17 Print Applicants Name Date FOR STAFF USE ONLY Reesived JUL 0 5 2017 Permit# A Amount Received Receipt# Date Received REV 2015 Page 9 of 9 LEGAL DESCRIPTION NEW TRACT C, CITY OF ARLINGTON BOUNDARY LINE ADJUSTMENT FOR RODNEY MAYO FILE NO. PLN 2013-58, RECORDED FEBRUARY 21, 2014 UNDER RECORDING NO. 201402215006 AND AFFIDAVIT OF CORRECTION OF BOUNDARY LINE ADJUSTMENT RECORDED APRIL 15, 2014 AND NOVEMBER 05, 2014 UNDER RECORDING NOS. 201404150636 AND 201411050281, BEING A PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER AND THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M. RECORDS OF SNOHOMISH COUNTY, WASHINGTON. TAX PARCEL NUMBER: 31051100304100 Transportation - MEMORANDUM Sp.MES Lj pF W�sy� To: Marc Hayes, City of Arlington From: Brad Lincoln, PE Subject: Change in Traffic Impacts and Traffic Mitigation Fees 42307 Project: Arlington Drugstore, GTC#16-306 ,� Date: March 31, 2017 This memorandum summarizes the change in traffic impacts, specifically the trip generation and traffic mitigation fees, for the Arlington Drugstore development. The traffic impacts were evaluated in the Gibson Traffic Consultants, Inc. Traffic Impact Analysis(TIA) dated March 2017. The March 2017 TIA evaluated a 15,132 square-foot (SF) drugstore, in addition to retail on the site. The size of the drugstore has subsequently been reduced to 14,671 SF. This reduction in square-footage will not change the results of the March 2017 TIA with regards to the impacts to the surrounding roadways; however, the traffic impact fees have been updated based on the reduced building size. The reduced drugstore is anticipated to generate 725.10 new average daily trips and 74.15 new PM peak-hour trips. This is a reduction of 22.78 new average daily trips and 233 new PM peak-hour trips from what was evaluated in the March 2017 TIA. The revised trip generation calculations are included in the attachments. 1. MITIGATION FEES The City of Arlington collects traffic mitigation fees based on the number of PM peak-hour trips generated by a development. The City of Arlington also has interlocal agreements with Snohomish County and WSDOT for traffic mitigation fees. 1.1. City of Arlington The City of Arlington currently has a traffic mitigation fee of$3,355 per PM peak-hour trip. The east parcel development, consisting of the drugstore with credit for the existing manufacturing and retail space, is anticipated to generate 59.53 new PM peak-hour trips and result in City of Arlington traffic mitigation fees of$199.723.15. The west parcel development, consisting of the coffee with drive- through, is not anticipated to change in size and will have City of Arlington traffic mitigation fees of $143,594.00, based on the March 2017 TIA. The total traffic mitigation fees for the development are $343,317.15. The total traffic mitigation fees are summarized in Table 1. It is important to note that City of Arlington traffic mitigation fees do not vest to the time of application. It is possible that the City of Arlington mitigation fees will increase between the time of this report and when the traffic mitigation fees are required to be paid. 2813 Rockefeller Avenue-Suite B- Everett WA,98201 Tel:425-339-8266-Fax:426-258-2922-E-mail: info@gibsontraffic.com Arlington Drugstore Mitigation Memo 1.2. Washington State Department of Transportation WSDOT improvement projects and their associated fees are based on the most recent Exhibit C list, which is part of the interlocal agreement between Snohomish County and WSDOT and included in the attachments. City of Arlington developments are required to pay for the WSDOT improvement projects on the Exhibit C list impacted with 10 or more PM peak-hour trips.The Arlington Drugstore development is not anticipated to impact any WSDOT improvement projects on the WSDOT Exhibit C List with 10 PM peak-hour trips. The Arlington Drugstore should therefore not be required to pay for impacts to these WSDOT improvement projects. 1.3. Snohomish County The City of Arlington has an interlocal agreement with Snohomish County that provides for mitigation payments for impacts to Snohomish County arterials. City of Arlington developments that impact road improvement projects with 3 directional PM peak-hour trips identified in Snohomish County's Transportation Needs Report (TNR) are required to pay mitigation fees to Snohomish County. The Arlington Drugstore development is not anticipated to impact any improvement projects with 3 or more directional PM peak-hour trips identified in Snohomish County's TNR.The Arlington Drugstore development should therefore not be required to pay traffic mitigation fees to Snohomish County. 1.4. Summary The reduction in drugstore square-footage is anticipated to reduce the trip generation for the drugstore and the traffic mitigation fees.The traffic mitigation fees are anticipated to reduce to $199,723.15 for the drugstore with credit for the existing use on the site. The trip generation calculations are included in the attachments. Gibson Traffic Consultants, Inc. March 2016 info@gibsontraffrc.com 2 GTC#16-306 Trip Generation Calculations LO Nn fD tD p) N O C'i O O O m 3 m vLU N N Z Lf) rn 00 N Z 47 N f0 Cf N W C N im to CD Z m v N Nen I� m h 'y W 0 0 0 0 o m F Y O o 0 6161 o a K Z Q Z J C 0 0 0 0 0 0 Z O 0 O O C. CD y H m m u7 aD �+ m N O n O a L m O a 0 0 v } m v n 3 F N } Lo Q M N O O co 00 m d C 06 Cj 0 0 ^ LL a v o m LL � m q W � 3 LU M J O `«° o000 o a WZ ~ 0 0 0 0 0 Z O F o F a K Q `eEW � i G _ � 0 H p .9 CR � oorncl m 0 mW oi , m m e - m 0 ck Z (a U IL off+ a og w 0 Z N _ J 1 O Q 0 10 � ^ f�"Y• r W c0 F O nnrn W CDO N m N 7 M O C ~ Cn LO n N 2 (O _ N 7 0 0 0 00 0 a a0 ` o0000 U A � F o 0 0 0 0 rn H o 0 w �. 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OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:7423 204th Street NE Permit#:1538 Parcel#:31051100304100 Valuation:2800000.00 OWNER APPLICANT CONTRACTOR Name:RPI ARLINGTON LLC Name:Harold Christensen Name:Buchner Construction,Inc Address:2618 2ND AVE Address:130 Lakeside Address:3158 South Main Street City,State Zip:SEATTLE,WA 98121 City,State Zip:Seattle,WA 98122 City,State Zip:Salt Lake City,UT 84115 Phone: Phone:206-325-2553 Phone:801-879-6227 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: L1C#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial New CODE YEAR: 2015 STORIES: I CONST.TYPE: V-$ DWELLING UNITS: 0 OCC GROUP: M BUILDINGS: I OCC LOAD: 221 PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN ORA D-q-Be 110. ALES TAX NOT a es tax relatin construction and construction materials in ogAA'ngQn must be ported on your sales tax return form and co ed City o 1l3101 \ SlignY& Print Name Date Re eased By Date CONDITIONS Adhere to approved plans. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 8/30/2017 Building Permit Fee $17,279.28 8/30/2017 Building Plan Review Fee $6,214.30 8/30/2017 State Building Code Surcharge Fee $4.50 8/30/2017 Traffic Mitigation-City $199,723.15 Total Due: $223,221.23 Total Payment: $6,214.30 Balance Due: $217,006.93 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: City of Arlington Community & Economic Development July 25, 2017 Harold Christensen 130 Lakeside Seattle WA, 98122 RE: Bartell Drugs,Arlington Dear Mr. Christensen, Thank you for your submittal and interest in the City of Arlington. I cannot approve your plans at this time as I have the following clarifications and or corrections that need to be identified prior to plan approvals being granted. Please respond to my comments in like fashion, thank you. 1. Sheet A1.1—Provide/locate for detail 17,the footing and slab design for the proposed trash enclosure that refers to structural drawings. I could not locate that reference. 2. Sheet A2.0—Call out for section at pharmacy is 0/A4.5 should read Q/A4.5 please revise, also call out 15/A2.3 should read 16/A2.3, please revise for clarities. 3. Sheet A2.1—Notes direct you to structural drawings for"plywood hard lids in several areas, I cannot located them on the structural drawings. Please provide for the note or details for the build. 4. Sheet A2.2— Roof detail note states to see mechanical submittal for sizing of roof drains.The deferred submittal states mechanical submittal is for HVAC. Please clarify. I also noted a reference to the International Plumbing Code.The City of Arlington has rescinded that document and replaced it with the state adopted Uniform Plumbing Code. Please revise that reference. 5. Sheet A4.3—Please provide specifications for the proposed stone veneers to be applied to the CMU block walls per IBC 1405.7 for inspection. Please provide the same for the proposed stucco installation. 6. Sheet A4.5—Call out for a 45 minuet door is not transferred to the door schedule on sheet A2.5. Side note. I could not find the requirement for the riser room to be of one-hour construction,fire barrier, so I'm not sure that the door needs to be rated. Please identify the requirement for the separation. I know in the past it was required to be a one-hour room but I cannot locate that in the new code. I guess I have been doing this to long now, getting past and present code editions mixed! 7. General Note—Please provide cross section for the checkout islands and the pharmacy service counters to verify compliance with ICC A117.1-2009 § 904.3. Thank you for your attention to these comments. Respectfully, Richard Karns, CBO Building Official City of Arlington e - � CITY OF ARLINGTON CERTIFICATE OF OCCUPANCY INTERNATIONAL BUILDING CODE SECTION 111 NOTE: THIS CERTIFICATE DOES NOT CERTIFY ELECTRICAL WORK At 7423 204th Street NE Building Permit Number 1538 Name &Address of Owner Sprinkler System Number of Stories RPI ARLINGTON LLC Yes 1 2618 2ND AVENUE Type of Construction/Occupant Load Use SEATTLE,WA 98223 V-B Sales: 160 Storage: 5 Retail Office:4 Pharmacy: 12 THE Structure HAS BEEN INSPECTED AND APPROVED AS COMPLYING WITH THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE FOR GROUP M, B, S-1 OCCUPANCY ISSUED April 5, 2018 BY ��U COMBINATION INSPECTOR �WENGINEESTRUCTURAL RS Engineers Northwest Inc.,P.S. BARTELL DRUGS 7423 204t" Street NE Arlington , WA 98223 STRUCTURAL CALCULATIONS FOR NEW BUILDING .4 oFWil� 21840 LE��♦~ 1� 2015 International Building Code July 5, 2017 ENW Project No. 17039000 9725 Third Avenue NE.Seattle,WA 98115 206.525.7560.fax 206.522.6698 www.engineersnw.com ENWENGINEERs NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS GINEERS 9725 ThiRD/AvE NE,SuiTE 207,SEA -f-rLE,WA 98115 (206)525-7560 FAX(206)522-6698 PROJECT# PROJECT Y�Qr �i 6 L P(�'� 1�� V A DATE SUBJECT.A C D SHEET OF to C r--.-:-- e sr�• tr-tt• r-TE4-ey s-o Za• , t � i - z vp 1546 ........ id& At E m i t -- — , , N — 3 q ----- P f'P --- -- m : i ----- 4o — — q - T t -- 5 -- ---- - I n - - m M M u' --- -- ---- , 33'-e' 33'-9• 4•7- s' 72-0' 2B.-�. 2-0 -------- FLOOR PLAN A E D E F ENWENGINEERs NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 9725 THIRD AVE NE,SUITE 207,SEATrLF,WA98115 (206)525. 7560 FAX(206)522-6698 PROJECT# PROJECT L� VI' A- icyto WA DATE SUBJECTd SHEET OF ,��/I�^ BY /✓ V'V V -_ - - - - - leek -- - �l,f�� fps/$I . - - - - fw 64 PC 7- r r - --- - _. t. �O .�� i- _ �r d Jf�J.V(.F �OIV- t r '�.�k-- --- - �{- c -!� - - -- -` - 3% _ p �. .. 2V� fin( ._ _� � � _ G4 *__ �r�r��4 .G1 - ___ EN W ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 9725 THIRD AVE NE,SUITE 207,SEATTLE,WA 98115 (206)525-7560 FAX(206)522-6698 17 1 -PROJECT# PROJECT- c2s'r ell r, -DATE SUBJECT SHEET OF A By . 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Start Location ft% End Location ft 1 M 1 I Y 1 -.034 1 -.034 0 0 2 1 M2 I Y 1 -034 034 0 0 Joint Loads and Enforced Displacements (BLC 1 : TL) Joint Label L D M Direction Ma nitude k k-ft in rad k's^2/ft 1 I N 1 L Y -.02 Member Section Forces (By Combination) LC Member Label Sec AxiairkI ShearjkI Moment k-ft 1 1 M 1 1 0 -.02 0 2 1 2 0 1 .009 3 3 0 -.043 .021 ` 0 - 4 .037 5 5 0 -.065 .057 6 1 M2 1 .271 8 w 16 7 2 .271 .033 -.262 3 _ 71 -.024 -.269 9 4 .271 -.081 -.182 1 5 27 1 7 0 11 1 M3 1 -.155 .271 .217 12 2 1 5 271 .16,3 13 3 -.155 .271 .109 14 4 -.155 271 054 15 5 -.155 .271 0 16 1 M4 1 -.312 1 Q 17 2 -.312 0 0 18 3 -.312 0 1 0 19 4 -.312 0 0 5 ..312 0 0 Hot Rolled Steel Section Sets Label Shape Design List Type Material Desi n Rules A rin2 190 270 i... I 0 180 in4 1 B1 IHSS4X4X41 Tube I Beam I A500 46 1 Typical 1 3.365 7.788 7.788 2 1 B2 I Hanger I None None I A36 I T ical 1 2 405 .46 .46 K44x. U,G, r ,e�I(jt,el 4 . 40 1 . 0 Ok MemberASD Steel Code Checks (By Combination) -� LC Member Sha a UC Max Loc ft Shear UC Loc ft Fa ksi Ft ksi Fb ksi Cb Cm E n 1 1 M1 HSS4X4X4 .006 1.33 .002 1 1.33 1 26.91 2T6 30.36 1.75 .85 1-11-2 2 11 M2 HSS4 4 .031 2.64 .004 1 6.67 1 22.337 27.6 30.36 ' 1 .85 H1-2 3 1 M3 HSS4X4X4 .024 0 .008 0 27.21 27.6 30.36 1.75 .6 H2-1 4 1 M4 i Hanger .006 0 000 0 3,368 21.6 27 1.75 I 6 H2-1 RISA-2D Version 6.0 [Q:\2017 Files\17039000 Bartells Arlington WA\BartellArlingtonCanopy.r2d] Pagel -4 115 OY 'yP, ,V per x 02k 0.3 (,2 7/ kIF) 5 .034KY,ft4k/ft (,1 6 W) 10.2 .................... -.3 71 kj�) 22 $c%#, A144)e -.3 0. 1 1.,8242 M04's'e, r (, I I UP) 1149.+ 12 , 1540#14* + T :-Ce 1,140 110 Loads: BLC 1 , TL 105 P Results for LC 1 , TL 4P Member Bending Moments (k-ft) Reaction units are k and k-ft Engineers Northwest markn May 9, 2017 at 10.-23 AM untified.r2d ENWENGINEERs NORTHWEST INC P.S. � INC., STRUCTURAL ENGINEERS 9725 T]m/vE NE,Suin 207,SEAT-ME,WA 98115 (206)525-7560 FAX(206)522-6698 PROJECT# PROJECT- ��/ �/. DATE SUBJECT Y t� alit/ ` SHEET-1460F BY 141 $ -----,------------ - TOP CONDITION PER -- I 10 ARCH(MIN.1/2"0A.BOLTS ---+-----i------- - - - --f.—� (a�48"oC-EMBED 6") ' i - - ----- - PER PLAN> _ ! - --- -- - --- ANGLE TO <P / , 1/4" rJl, EMBED � i } �' rp 2-#4 CONT.,TYP. DO j DECK TO Wh - - --- ' DOUBLE WALL OCCURS ANGLE 6"x A --- WHERE NOTED --+-- I JOIST TO ,�-I-{ � �•' 3/16" 3" BRG.ANG. @ 1 - - ; I CONT.CHORD REINF.w/3-#5 LOCATE AS SHOWNCO ` I ANGLE TO 3-!S -+--! --- -!-----t ' ! E j 32"SOLID GROUTED I JOIST BOI -t--- BEAM wl CHORD STEEL 3/16" ! L CONT.THROUGH TOP OF EMBED EXPANSION JOINTS 1517PER PLAN i 1 �- -- [PER PLAN] 1 �'• ANG.5x3x1/4" LLH CONT.WELD --:-------:-- :- ._-!----+------?-------�----' ' _ ----.-- TO EMBED TYP.U.N.O. ANG.6x4x5/8"xl'-0 (" L.L.V.)@ (SPLICE EMBEDS O ----I---- / - --------- (NO BOLTS TO CMU REO' ) EA.JOIST(NOTE: VARIES) L `t wl 6 3/4"0 x 6 _.� .!-r�-�our��!-G��•�iY' - ! TYP 1!4" 4 I t _ f = -- - -- -- ADD 2-#4x2'-8"VERT. I L6x -; - ! AT EACH LINE OF STUDS.HOLD - - TIGHT TO STUDS @ CL WALL STEEL ROOF C�3r -� - -;. JOIST PER PLAN NO- --- ' '�-�---� ` i a JOIST MFR.DESIGN TOP CHORD -" ` - JOIST FOR 6k AXIAL ! !h TENSIOWCOMPRESSION APPLIED Ali-- n ®BOTTOM OF JOIST SEAT I JOIST SEAT THICKNESS r- - - -- ------- _ + PROVIDE J — ' AS REQ'D.FOR COMPATIBILITY w/ — ! n SPECIFIED WELD SIZE. 1 1/2" 8"1,8- Li 2 le !7 w S i REMOVE FACE SHELL 1"CLR@ ALL ANCHOR BOLTS TYP. ! 1 , , ! i ! - --.-----. -- 6.�__ i 1(1 -,--- - 7. 7 ` i ------------- Y : qy� -- : : .- ---= I i i ! ! j 1 i ! ENGINEERS-NORTHWEST,INC.a.S. SHEET a>7OF 9725 THIRD E.N.E.(SUITE 207) SEATTLE,WA.98115 * Property of Engineers Northwest, Inc.,Seattle- Use by others unlawful ! ALLOWABLE DESIGN VALUES FOR BOLTS IN MASONRY(ASD) le Input= HEADED ACI 530-08 Section 2.1.4 EMBEDMENT ON DWGS.=5.5 in. CMU fm= 2000 psi BOLT b BOLT fy= 36000 psi 1110 f ba Bolt diameter= 3/4 in. "J" Pro Bolt head thickness= 1/2 in. BOLT b Tension load on bolt be= 0.77 k [ASD] Shear load on bolt b„= 1.23 k [ASD] F, EMBEDMENT Overall Bolt Embedment= 5.50 in. ON DWGS. Bolt Edge Distance=the= 6.00 in. MASONRY Is bolt headed or"J"?(H or J) H Combined shear&tension= 0.660 ♦ NOTE:- Minimum bolt spacing=2x embedment Tension equations ACI 530-08 Bab=1.25 Apt 4fm Varies (2-1) (masonry) % =0.6 Ab fy= 9.54 k (2-2) (steel) Its,=U.IiT'mebgb+1 LUTr(Ib+eb+gb)db= Varies (2-4) (masonry) Shear equations B,b=1.25 ApV 4fm= Varies (2-6) (masonry) B �=35014(fmAb)= 2.54 k (2-7) (masonry) B Pry=2.5 Apt 4f m= Varies (2-8) (masonry) B„$=0.36 Ab fy= 5.73 k (2-9) (steel) ALLOWABLE DESIGN VALUES FOR BOLTS IN MASONRY EMBEDMENT(on drawings) 11 lb I TENSION 11 SHEAR (in 1/4"increments I HEADED 1HEADED1 "J" 11 HEADED I "J" 6 in. 5 1/2 in. 4 112 in. 5.31 k 3.56 k 2.54 k 2.54 k 5 314 in. 5 114 in. 4 1/4 in. 4.84 k 3.17 k 2.54 k 2.54 k 5 112 in. 5 in. 4 in. 4.39 k 2.81 k 2.54 k 2.54 k 5 1/4 in. 4 3/4 in. 3 3/4 in. 3.96 k 2.47 k 2.54 k 2.54 k 5 in. 4 1/2 in. 3 1/2 in. 3.56 k 2.15 k 2.54 k 2.54 k 4 3/4 in. 4 1/4 in. 3 1/4 in. 3.17 k 1.85 k 2.54 k 2.54 k 4 1/2 in. 4 in. 3 in. 2.81 k 1.58 k 2.54 k 2.54 k 4 1/4 in. 3 3/4 in. 2 3/4 in. 2.47 k N.G. 2.54 k N.G. 4 in. 3 1/2 in. 2 1/2 in. 2.15 k N.G. 2.54 k N.G. 3 314 in. 3 114 in. 2 114 in. 1.85 k N.G. 2.54 k N.G. 3 1/2 in. 3 in. 2 in. 1.58 k N.G. 2.54 k N.G. 3 1/4 in. 2 3/4 in. 1 314 in. N.G. N.G. N.G. N.G. NOTE:-Ill 1.) lb=design embedment,MUST be>_3 in.(No Exceptions) 2.) No construction tolerance has been included in"lb 3.11 Use headed bolts when possible(for their better values) but the drawings must be very clear that headed bolts are required and"J"bolts are not an option. 4.) Bolts must not be spaced less than 2 X lb apart,for this program. 5.) Combined shear and tension(See above) b° +bv <_1.0 Ba BY Bolt diameter'"*= 1 7/8 314 5/8 112 3/8 114 Std.bolt head thickness I"'= 11/16 518 1/2 7116 3/8 1/4 3/16 CMU(nom.)thickness IN, 12 10 8 6 Max.bolt embedment'"= 9 7 5 3 (open end block) 7/1/2016 Bolts IBC(ASD) AC1530-08 CMU BOLT.xlsx ENGINEERS-NORTHWEST,INC.P.S. SHEET I OF 9725 THIRD AVE.N.E.(SUITE 207) _ GSEATTLE,WA.98115� /�/)��'Property of Engineers Northwest,Inc.,Seattle- Use by others unlawful ***** ,V r{/,/ ALLOWABLE DESIGN VALUES FOR BOLTS IN MASONRY(ASD) I� ACI 530-08 Section 2.1.4 7F eve EMBEDMENT Input= HEADED ON DWGS.=5.5 in. CMU fm= 2000 psi BOLT b BOLT fy= 36000 psi 1110 �r ba J Bolt diameter j/4 (b Bolt head thickness= 1/2 in. BOLT b Tension load on bolt ba= '..1.22 k : [ASD] Shear load on bolt b = ' 0.99 kk ' I[ASD] EMBEDMENT Overall Bolt Embedment= 50in.'� ON DWGS. Bolt Edge Distance=Fete= 6.00 in.. ' MASONRY Is bolt headed or"J"?(H or J) HH . Combined shear&tension= 0.668 +-- NOTE:- Minimum bolt spacing=2x embedment Tension equations ACI 530-08 Bab=1.25 Apt 1(fm Varies (2-1) (masonry) Bas=0.6 Ab fy= 9.54 k (2-2) (steel) tiap=U.bT'mebgb+IZUTT(lb+eb+db)gb= Varies (2-4) (masonry) Shear equations B b=1.25 Ap qfm= Varies (2-6) (masonry) B .=350 44(fmAb)= 2.54 k (2-7) (masonry) B pry=2.5 Apt 4fm= Varies (2-8) (masonry) B15=0.36 Ab fy= 5.73 k (2-9) (steel) ALLOWABLE DESIGN VALUES FOR BOLTS IN MASONRY - EMBEDMENT(on drawings) 11 TENSION SHEAR ( in 1/4"increments) HEADED I "J" HEADED "J" 11HEADED1 "J" 6 in. 5 1/2 in. 4 1/2 in. 5.31 k 3.56 k 2.54 k 2.54 k 5 314 in. 5 1/4 in. +4 1/4 in. 4.84 k 3.17 k 1 2.54 k 2.54 k 51/2 in. 5 in. 4 in. 4.39 k 2.81 k 2.54 k 2.54 k 5 1/4 in. 4 3/4 in. 3 3/4 in. . 3.96 k 2.47 k 2.54 k 2.54 k 5 in. 4 112 in. 3112 in. 3.56 k 2.16 k 2.54 k 2.54 k 4 3/4 in. 4 1/4 in. 3 1/4 in. 3.17 k 1.85 k 2.54 k 2.54 k 4 1/2 in. 4 in. 3 in. 2.81 k 1.58 k 2.54 k 2.54 k 4 114 in. 3 3/4 in. 2 3/4 in. 2.47 k N.G. 2.54 k N.G. 4 in. 3 1/2 in. 2 1/2 in. 2.15 k N.G. 2.54 k N.G. 3 3/4 in. 3 1/4 in. 2 114 in. 1.85 k N.G. 2.54 k N.G. 3 112 in. 3 in. 2 in. 1.58 k N.G. 2.54 k N.G. 3 114 in. 2 3/4 in. 1 3/4 in. N.G. N.G. N.G. N.G. NOTE: -!!! 1.) lb=design embedment, MUST be>_3 in.(No Exceptions) 2.) No construction tolerance has been included in"lb'.- 3.) Use headed bolts when possible(for their better values) but the drawings must be-very clear that headed bolts are required,and"J"bolts,are not an option. 4.) Bolts must not be spaced less than 2 X lb apart,for this program. 54 Combined shear and tension(See above) b° + b... <l..0 B. B,, . Bolt diameter IN= 1 718 314 5/8 112 3/8 1/4 Std.bolt head thickness I"-= 11/16 5/8 V2 7/16 318 1/4 3/16 CMU(nom.)thickness I"'= 12 10 8 6 Max. bolt embedment I".= 9 7 5 3 (open end block) 7/1/2016 Bolts IBC(ASD) AC1530-08 CMU SOLT.xlsx E1 \ W ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 9725 THIRD AvE NE,SUITE 207,SEAT-rLE,WA 98115 (206)525-7560 FAx(206)522-6698 PROJECT# PROJECT_ f2addu If DATE SUBJECT I SHEET 1 JT OF By - ---------------- ---------------------------------------- L ----------------------------------- --- ------------ --------------------------------------- ------- ------------------ --------------------------------- --------------- -------- I rL ---- ------ ------------ ----------- ---- ------ ------------- ----------- ----------_______ ----------- ----------- -- --------- ------------------ ------------ 0 MAX'.-A - ---------------------------------- --- ------8. ------------- ---------- ---------- a I .............. ------ ------------ ----------------- ---------- --------- ----- ----------- -------------------- --------------------------------------------- ------- ------ ---------- ----------I ----------------- ---------- ........ ............ ------- - ---- ------- --------- ----------- v ------------ Tr 474 ---------- .. .... ......L--------------------- - - ------------------------- k" -------------------------- ---------- A ------- --------- ----------- _ ----- ........... ----------- ---- --------- --------------------- ---------- -----------:--------------------- .... ...... --------------- ---------- -------- ---------- ---------- ---------- ----------_ I ---------- -------------- --------------------------- ----- ----------------------------- ----------- -------- ------------------ ----------.......... ----------- ---------------- ---------- --------------------- ---------- _1 J ------------- ....... t ----------- --------------------------------- ----------- ------------------- ,------- ---------------------- ---------- ---------------- --- ------- ----- ----------- ---------- --------------- -------------------- --------------------- .. ......--- ---------------- ---------------------------- ------------ ---------- --- --------------------- ------- --------- ------- ------------------ ---------------------------------------- ---------- ...... -- ---------- - --------- -- -------------- -------------------------- -------- 4 T ------------ -------------------- -------- ---------- i-- J, -------------- -----------1----------- ------------------- ------------------- ----- ---------- ---------- ------------------------------ it i ------------ ---------------- ------------------------- --------i t ---------- ----------------------------------- ---------- ----------- ---------------------- ----------- ----------- --------------- ----------------- ------------ ----------,----- I---------- -------- ------------------------- ------------- ---- ---------------------------------- ---------- ---------- -------------- ----------------- -------------- ---------- --------------------- - ........... ------------------ ------------------------------- ------------------------------- ---------- -------------------- --------------- -----------I--------- ---------- ---------- -------------------- ---------- --- ---------- -------------- Company Engineers Northwest May 8, 2017 Designer markn � 1 11:34 AM ,�,�7 Job Number G g Checked By:Al V 'ryp, Joint Loads and Enforced Displacements (BLC 9 : TL) Joint Label L D M Direction Ma nitude k k-ft in rad k*s^2/ft 1 N2 L Y -54 2 N2 L M 6 Member Section Forces LC Member Label Sec Axiairkl Shear k Moment k-ft 1 1 M 1 1 54 .032 0 2 2 54 032 - '15 3 3 54 .032 -.3 4 4 54 .032 -45 5 5 54 .032 -.6 Hot Rolled Steel Section Sets Label Sha a Desi n List Type Material Design Rules A in2 190 270 80 i... I 0 1 1n4 1 HR1A HSS6X6X4 Tube Column A500 46 Typical 5.225 28.569 28.569 Member ASD Steel Code Checks (By Combination) LC Member Shape UC Max Loofftl Shear UC Loc[ftl Fafksil Ftrksil Fbrksil Cb Cm E n 1 —1F M1 IHSS6X6X41 .743 19 1 .001 1 0 14.877 1 27.6 1 27.6 11.75 1 .6 H1-1 rL A4 Tt cx� RISA-2D Version 6.0 [C:\RISA-2d\untitled.r2d] Pagel Company Engineers Northwest May 8, 2017 Designer markn 11:39 AM ,,^/�' Job Number : �j�(i/` �G`y - �.! Checked By: /�/�"r V TYPI E0lup4m - ekcek eal. z, Joint Loads and Enforced Displacements (BLC 1 : TL) Joint Label L D M Direction Ma nitude k k-ft in rad k*s^2/ft 1 N2 L Y -50 2 N2 L 18 Member Section Forces LC Member Label Sec Axial[kl Shearfkl Moment k-ft 1 1 M1 1 50 .095 1 0 2 2 50 .095 -45 3 3 50 .095 -.9 4 50 095 -1.35 5 5 50 .095 -1.8 Hot Rolled Steel Section Sets Label Sha a Desi n List Tvoe Material Desi n Rules A fin2l 190 270 i... I 0 180 in4 1 I HR1A IHSS6X6X41 Tube I Column I A500 46 1 Typical 1 5.225 28.569 1 28.569 Member ASD Steel Code Checks (By Combination) LC Member Sha a UC Max Lod ft Shear UC Loc[ftl FaFksil Ftfksil Fbrksil Cb Cm Ecin 1 1 I M1 HSS6X6X4 .769 1 19 1 .002 0 14.877 27.6 27.6 11.75 .6 1 H1-1 gi'�TL W 1rq 50k rt RISA-2D Version 6.0 [C:IRISA-2dluntitled.r2d] Page 2 ENWENGINEERs NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 9725 THIRDAVE NE,Sum 207,SEATTLE,WA 98115 (206)525-7560 FAX(206)522-6698 PROJECT PROJECT A4,04 DATE SUBJECT "'• SHEET �/ OF A Fit - SHEET Y r 2 �f G �fil�vc� b2.� C� - q- - - - - - - --- - - : - ---. ' i - -:------ - ---;-----------` -- ----- --- - - - t t i T t r t ; - - ; - 4 - .. 6 , - ---F -- t-- - - -i -- z is - -F ? i ! 1 t 91 ..... _. if is i i- - b r F - 'i- _-- - - _ +'- -` -- +- - - -- - : : l ; 1 i ----------- ---, -. -r- i �� -- r- -' -- b z E19r i Al � --ice""- -- - --- --------... ! 71 ! ji -----r ; --- - -lf�---�---P f - ; : i ; i - r qj , ' � � 1 i ? ? --}------�-----�----------i---fir ---- --- --- ---=-- ; 4. i ---- -_..-. --r -- - - -- 1 ; , i I 14 V (f'Fib o`e We'4 2007 NASPEC � v1 ;Project: Model: Date: / 7/22/2016 _....__.. . _. _........._ ,0 Unif Ld _..__ .....__............. _ Ib/ft R1 R2 8.00 ft Section : 3625162-43 Single C Stud (X-X Axis) Fy= 33.0 ksi Maxo= 612.0 Ft-Lb Moment of Inertia, I= 0.710 inA4 Va= 1739.1 lb Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft-Lb Maxo Ft-Lb (in) Ft-Lb Ma(Brc) (in) Ratio Center Span 208.0 0.340 208.0 None 405.0 0.514 0.114 U839 Distortional Buckling Check K-phi Lm Brac Ma-d Mmax/ Span lb-in/in (in) Ft-Lb Ma-d Center Span 0.00 96.0 634.9 0.328 Combined Bending and Web Crippling Reaction or Load Brng Pa Pn Mmax Intr. Stiffen Pt Load P(lb) (in) (lb) (lb) (Ft-Lb) Value Req'd ? R1 104.0 1.00 276.7 484.3 0.0 0.20 No R2 104.0 1.00 276.7 484.3 0.0 0.20 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (lb) (Ft-Lb) Factor V/Va M/Ma Unstiffen Stiffen R1 104.0 0.0 1.00 0.06 0.00 0.00 NA R2 104.0 0.0 1.00 0.06 0.00 0.00 NA ®+� be {�` ENWENGINEERs NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS K 9725 THIRD AVE NE,SUITE 207,SEATTLE,WA 98115 (206)525-7560 FAx(206)522-6698 PROJECT# PROJECT- RA e i S DATE SUBJECT SHEET 4 r OF BY 1 i 9A• Alf - S" �94. i �2 ► . ' Y al �' ••i Ir S. 0,® 6l � 8 z ti �. v t 6a, ENGINEERS-NORTHWEST,INC.P.S. SHEET OF 9725 THIRD AVE.N.E.(SUITE 207) SEATTLE,WA.98115 Property of Engineers Northwest, Inc.,P.S.- Use by others unlawful` ASCE 7-10 Wind Loads per ASCE 7-10-Chapter 30-Components&Cladding-h 5 60'-0" Input Cells= Project Number: Project Name: Bartells-Arlington,WA Location: Design By: __- Program Limitations: 1. Building must be a low-rise building or 2. Building mean roof height does not exceed 60 feet. 3. Building is enclosed or partially enclosed. BUILDING AND SITE INFORMATION INPUT Building width,B= 104 ft Building length,L= 138 ft Building eave height, he= 19 ft Building ridge height,hr= 19 ft Height of parapet,hip=. 24.67 ft Roof slope,s= 0.25 in./ft =1.19 degrees Is roof a gable or hip= Gable Risk Category= II Wind velocity,V= 110 mi/hr = 85 mi/hr(ASD) Exposure= B Topographic factor, Kzi= 1 Wind directionality factor,Kd= 0.85 Bldg internal pressure condition= Enclosed Wall Effective Wind Area,EWA= 125 W Roof Effective Wind Area,EWA= 180 ft` OUTPUT Mean roof height,h= 19 ft a= 7.6 ft Internal Pressure Coeffs,GCP;= 0.18 -0.18 Pressure exposure coeff,Kh= 0.7 Velocity pressure,qh= 18.43 psf COMPONENTS AND CLADDING(C&C) p=gh[(GCP)-(GCpi))(lb/ftz) Wind Pressures for Walls with h 5 60' *Note: Design wind pressures shall not be less than a net pressure of 16psf(ult) acting in either direction normal to the surface. Wind Pressures Acting Toward Surface Bldg Surface 4&5= 16.7 psf(LRFD)=10 psf(ASD) Wind Pressures Acting Away From Surface Bldg Surface 4= -18.4 psf(LRFD)=-11 psf(ASD) Bldg Surface 5= -20.1 psf(LRFD)=-12.1 psf(ASD) I 5 h 5 O 6 �a 5 5 ASCE7-10 Wind Loads Low Rise.xlsx C&C ENGINEERS-NORTHWEST,INC.P.S. SHEET 3O 2 OF 9725 THIRD AVE.N.E.(SUITE 207) SEATTLE,WA.98115 Wind Pressures for Roofs Nabie roofs.&hip roofs)with h <_60' *Note: Design wind pressures shall not be less than a net pressure of 16psf(ult) acting in either direction normal to the surface. Wind Pressures Acting Toward Surface Roof Surface 1,2&3= 7 psf(LRFD)=4.2 psf(ASD) Wind Pressures Acting Away From Surface Roof Surface 1 = -19.9 psf(LRFD)=-11.9 psf(ASD) Roof Surface 2= -23.6 psf(LRFD)=-14.2 psf(ASD) Roof Surface 3= -23.6 psf(LRFD)=-14.2 psf(ASD) Wind Pressures Acting Away From Surface(Overhang) Roof Surface 1 = -26.1 psf(LRFD)=-15.7 psf(ASD) Roof Surface 2= -26.1 psf(LRFD)=-15.7 psf(ASD) Roof Surface 3=— --144..7 psf(LRFD)=-8.8 psf(ASD) 1 1 I f I l I r I r � r r Z r Q ti.'J I Z h I r I r i r i r l I 5, if a parapet equal to or higher than 3 tl(0.9m)is provided around the perimeter of the roof with H!�7e. the negative values of 3Ct,in Zone 3 shall be equal to those for Zone 2 and positive values ofGC:p in Zones 2 and 3 shall be set equal to those for urall Zones 4 and S respectively in Figure 30.4-1. Wind Pressures for Parapets(gable roofs,&hip roofs)with h 5 60' *Note: Design wind pressures shall not be less than a net pressure of 16psf(ult) acting in either direction normal to the surface. pp—gp[(GCp)-(GCpi)l(lb/ftz) Velocity pressure,qp= 18.43 psf Parapet Load Case A Wind load @ corner,pp= 33.7 psf(LRFD)=20.2 psf(ASD) Wind load not @ comer,pp= 33.7 psf(LRFD)=20.2 psf(ASD) Parapet Load Case B Wind load @ corner,pp= 30.2 psf(LRFD)=18.1 psf(ASD) Wind road not @ corner,pp= 28.4 psf(LRFD)=17 psf(ASD) Windward parapet Leeward parapet Load Case A Load Case A Top of parapet Fig.36.4-, 3e.41. Fig. l.�jepat°re w -�30, an Pge 30 wav _._ .3o.a-Cn-zc �rtre., ressure wan Pressure Negative Wan P— P[es Lone410 65 P Zane4 zone 4r85 Zone 2.3 h➢ ASCE7-10 Wind Loads Low Rise.xlsx C&C ENGINEERS-NORTHWEST,INC.P.S. SHEET ✓�JOF 9725 THIRD AVE.N.E.(SUITE 207) SEATTLE,WA.98115 //�� - • V Property of Engineers Northwest, Inc.,P.S.- Use by others unlawful ASCE 7-10 Wind Loads per ASCE 7-10-Chapter 30-Components&Cladding-h_<60'-0" Input Cells= Project Number: ._- Project Name: Bartells-Arlington,WA Location: Design By: � Program Limitations: 1. Building must be a low-rise building or 2. Building mean roof height does not exceed 60 feet. 3. Building is enclosed or partially enclosed. BUILDING AND SITE INFORMATION INPUT fw9 1 Building width,B= 104 ft vV /J Building length,L= 138 ft Building eave height,he= 19 ft Building ridge height, hr= 19 ft Height of parapet,hp= 24.6 ft Roof slope,s=1 0.25 in./ft =1.19 degrees Is roof a gable or hip= Gable Risk Category= II Wind velocity,V= 110 mi/hr = 85 mi/hr(ASD) Exposure= B Topographic factor,Kt= 1 Wind directionality factor, Kd= 0.85 Bldg internal pressure condition=' Enclosed Wall Effective Wind Area,EWA Roof Effective Wind Area, EWA= 200 ft` OUTPUT Mean roof height,h= 19 ft a= 7.6 ft Internal Pressure Coeffs,GCPI= 0.18 -0.18 Pressure exposure coeff,Kh= 0.7 Velocity pressure,qh= 18.43 psf COMPONENTS AND CLADDING(C&C) p=gh[(GCp)-(GC,J)(Ib/ft2) Wind Pressures for Walls with h<_60' *Note: Design wind pressures shall not be less than a net pressure of 16psf(ult) acting in either direction normal to the surface. Wind Pressures Acting Toward Surface Bldg Surface 4&5= 15.1 psf(LRFD)=9.1 psf(ASD) Wind Pressures Acting Away From Surface Bldg Surface 4= -16.7 psf(LRFD)=-10 psf(ASD) Bldg Surface 5= -16.9 psf(LRFD)=-10.1 psf(ASD) I 5 h 5 O 9 �Q 5 5 ASCE7-10 Wind Loads Low Rise.xlsx C&C ENGINEERS-NORTHWEST,INC.P.S. SHEETS 4 OF 9725 THIRD AVE.N.E.(SUITE 207) SEATTLE,WA.98115 **'*'Property of Engineers Northwest, Inc.,P.S.- Use by others unlawful ASCE 7-10 Wind Loads per ASCE 7-10-Chapter 30-Components&Cladding-h 5 60'-0" Input Cells= _ ..... .. .. .m.��_.__... t Project Number: Project Name: Bartells Arlington;WA -! Location: Design By: Program Limitations: 1. Building must be a low-rise building or 2. Building mean roof height does not exceed 60 feet. 3. Building is enclosed or partially enclosed. ` ►yJ I BUILDING AND SITE INFORMATION �YIp�V INPUT Building width,B= 104 ft Building length,L= 138 ft Building eave height,he- 19 ft Building ridge height,h,_ 19 ft Height of parapet,hp= 24.6 ft Roof slope,s= 0.25 in./ft. =1.19 degrees Is roof a gable or hip= Gable Risk Category= II Wind velocity,V= 110 mi/hr = 85 mi/hr(ASD) Exposure B Topographic factor,KZ,= 1 Wind directionality factor,Kd= 0.85 Bldg internal pressure condition= Enclosed Wall Effective Wind Area, EWA= 350 ft2 Roof Effective Wind Area,EWA= 200 ft OUTPUT Mean roof height,h= 19 ft a= 7.6 ft Internal Pressure Coeffs,GCPi= 0.18 -0.18 Pressure exposure coeff,Kh= 0.7 Velocity pressure,qh= 18.43 psf COMPONENTS AND CLADDING(C&C) p=gh((GCP)-(GCpi)j(lb/ft2) Wind Pressures for Wails with h<_60' `Note: Design wind pressures shall not be less than a net pressure of 16psf(ult) acting in either direction normal to the surface. Wind Pressures Actinq Toward Surface Bldg Surface 4&5= 15.4 psf(LRFD)=9.2 psf(ASD) Wind Pressures Actinq Away From Surface Bldg Surface 4= -17 psf(LRFD)=-10.2 psf(ASD) Bldg Surface 5= -17.5 psf(LRFD)=-10.5 psf(ASD) I 5 h �Q 1 O 6 4 a 5 5 ASCE7-10 Wind Loads Low Rise.xlsx C&C ENWENGINEERs NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 9725 THIRD AvE NE,SUfTE 207,SEATTLE,WA 98115 (206)525-7560 FAX(206)522-6698 PROJECT# PROJECT DATE SUBJECT r r SHEET �� OFF BY /V1 D V rap 2447 ,vi ,, . �4-�S t - 46 � tY -- -- --- - - - - 1 �..�' t ZD - - - - - --- - �� b _. .,. . . f�7 - - - _ t J- 14-0. D ?d ( 8 h 04 - .. �nfx 4>� -- KIM 2�aS - - - _ - - - -- -- x-e - 0 - �6 - - - - - - ----- ---- v t- k44 4 _ - /►/loci --- -- - ENGINEERS-NORTHWEST,INC.P.S. SHEETS6 OF 9725 THIRD E.N.E.(SUITE 207) SEATTLE,WA.98115 Property of Engineers Northwest,Inc.,Seattle- Use by others unlawful ..... INPUT=� PROJECT:-Bartails Arlington _ JOB#® DESCRIPTION:-TM.Br'9,Wall-no solid grout _ W/O WALL OPENINGS --- - MASONRY WALL DESIGN Based on 2012 IBC/ASCE 7-10/ACI 530 Section 3.3 Walls designed by this method"REQUIRE SPECIAL INSPECTION" "CMU"Unit Net Design fm (psi)* Use only Type S mortar DESIGN DATA ASCE 7-10 Compressive Using Type"S" with this program Masonry fm= 2000 psi Strength,(psi) Mortar Reinforcing steel Fy= 60000 psi 4800 3000 q wind(ULT)design= 20.10 psf 130.4.2 3750 2500 q wind(ULT)parapet design= 33.70 psf 30.9 2800 2000 Out-of-Plane Forces Factor(Fp)(LRFD)= 0.300 12.11.1 1900 15110 SDs= 0.760 11.4.4 Component importance factor Ip= 1.0 11.5.1 Required r:MU'-oinpiessivo strength 2800psi Closed-end Block Parapet ap/Rp= 1.0 Tbl.13.5-1 Hollow CMU Block(50150)Medium Weight(psf) CMU d(EF) Parapet z/h= 1.0 13.3.1 Wall Thickness 8" 10" 12" thickness maximum Fpu talc.= 0.9120 *Ww(13.3-1) Solid Grouted 78 98 124 6 in. 2.81 in. Parapet Fpu max.= 1.2160 *Ww(13.3-2) 16"0/C 63 80 94 8 in. 5.25 in. l Fpu min.:= 0.2280 *Ww(13.3-3) 24"o1c 58 72 85 10 in. 7.25 in. Parapet Fpu controls= 0.9120 *Ww(LRFD) 32"o/c 55 68 80 12 in. 9.00 in. 40"o/c 53 66 77 16 in. 13.00 in- 48"o/c 45 64 75 20 in. 17.00 in. WALL DATA Actual net Ungrouted 36 4-1 --IF- 53 h/t= 27.90 Nominal wall thickness= 8 in. 7.625 in. p=As/bd=0.0020 h/r= 101.4 CMU block is Closed-end It(faceshell)= 1.260 in. np= 0.0325 Jamb wall weight= 61 psf t(webs)= 1.000 in. k= 0.2244 Header wall weight= 61 sf Jamb equiv.solid thickness=3.462 in. j= 0.9252 Total wall height= 24.60 ft. JAMB NOT SOLID GROUTED PARAPET Clear wall design height= 18.60 ft. JAMB Wt.=61 psf HEIGHT= Left wall opening width= 0.00 ft. HEADER Wt.=61 psf 6 ft. Left wall opening height= 0.00 ft. _________ _____ _________-______ TOTAL Jamb width= 3,33 ft. =rebar spacing for blank walls HEIGHT= Right wall opening width= 0.00 ft 24.6 ft. Right wall opening height= 0.00 ft Opening(door)weight= 0 sf WALL Thk.=7.625 in. CLEAR K factor= 1 HEIGHT= Is jamb solid grouted?= N 9 18.6 ft. Is wall Running or Stack bond?= R hL= 0 ft LOADING DATA Opening Uniform Live Load= _ 640.0 If WT.=0 psf Uniform Dead Load= 360.0 If y/, rr�seismic Load Ecc.from I.F.of wall= 3.60 In.* V�a V opening widthL=0 ft nR- O R Concentrated Live Load= 0.0 lbs. jamb width= 3.33 ft. 1#5 @ WALL CTR. Concentrated Dead Load= 0.0 lbs. opening widthR=Oft, - Load Ecc.from I.F.of wall= 0.00 in.` *+Ecc.=toward building interior Concentrated load brg.width= 0.00 in. WALL ELEVATION Concentric Live Load= 0.0 If JAMB IS NOT SOLID GROUTED Concentric Dead Load= 0.0 If Is Live Load Floor,Roof or Snow? S f1= 0.0 floor Public Assembly,>100psf or Garage? N f2= 0.2 snow Does Roof Shed Snow?� Y - Ev=0.2SDsD= 0.152 D NOTE:- VERTICAL REBAR DATA Noncontact splices MUST NOT be more than 4.4 inches apart Reber Size= #5 These bars require a lap of 22 inches minimum Quantity of Reber in jamb width= 1 @ centerline Reber"d" =. 3.81 in. OUTPUT DATA 4 "lle. As= 0.31 sq.in. As max.= 1.28 sq.in. ACI 530-11 Section 3.3.3.5 Em=0.900*fm = 1800 ksi ACI 530-11 Section 1.8.2.2.1 n=Es1Em= 16.11 Out-of-Plane Forces Factor(Fp)= 0.300 LRFD Fpu=Cs*Wp Parapet @_ 73.21 Wind Pressure = 20.10 psf ULT DESIGN DATA WALL DESIGN DESIGN MEETS THE CODE DESIGN REQUIREMENTS of 2012 IBC Section 2108 Mulphi Mn meets the requirements of ACI 530-11 Section 3.3.5.3 ASD deflection meets the requirements of ACI 530-11 Section 3.3.6:5 As is less than rho maximum therefore meets the requirements of ACI 530-11 Section 3.3.3.5 h7t<=30&fa<.2fm therefore meets the requirements of ACI 530-11 Section 3.3.5.3 The parapet portion of the wall design is adequate 5:22 PM 5/10/2017 CMU wall AC1530-11 2012 IBC CMU WALL.xIs ENGINEERS-NORTHWEST,INC.P.S. SHEET1/ OF 9725 THIRD AVE.N.E.(SUITE 207) SEATTLE,WA.98115 /A*V ***** Property of Engineers Northwest,Inc.,Seattle- Use by others unlawful JOB# 0 PROJECT:- Bartells Arlington DESCRIPTION:-Tvp.BrQ.Wall-no solid grout CODE CHECKS Wall section @ parapet is O.K. Check As= 0.31 in.sq. Input As is less than rho maximum therefore O.K. As max.= 1.28 in.sq. =Maximum As allowable III (ASD)Amax.allowable=.007*h= 1.56 in. Note:-The Moments below are for the full jamb width on previous page. Axial.Moment&Deflection Checks for Upper Wall Load Case (ASD) LOAD CASES Eq. fa max. Mu +Mn Moments Controling Design Controls Amax. 1 1.41) (16-1) ok 0.90 k-ft. 6.68 k-ft. ok 2 1.2D+1.6L+0.5Lr (16-2) ok 0.80 k-ft. 6.68 k-ft. ok 3 1.2D+1.6L+O.SS (16-2) ok 1.12 k-ft. 6.73 k-ft. ok 4 1.2D+1.6Lr+OL (16-3) ok 0.80 k-ft. 6.46 k-ft. ok 5 1.2D+1.6Lr+0.5W (16-3) ok 2.01 k-ft. 6.46 k-ft. ok 6 1.2D+1.6S+OL (16-3) ok 1.74 k-ft. 7.33 k-ft. ok 7 1.2D+1.6S+O.SW (16-3) ok 4.37 k-ft. 7.33 k-ft. ok 8 1.2D+1W+OL+0.5Lr (16-4) ok 3.54 k-ft. 6.46 k-ft. ok 9 1.2D+1W+OL+0.5S (16-4) ok 4.01 k-ft. 6.73 k-ft. ok 1.2D+1W+OL+O.SS 59.62% 10 1.2D+1 E+OL+0.2S (16-5) ok 3.42 k-ft. 6.74 k-ft. ok 11 1.2D-1E+OL+0.2S (16-5) ok 2.16 k-ft. 6.74 k-ft. ok 12 0.9D+1W (16-6) ok 3.35 k-ft. 6.13 k-ft. ok 0.91 in. 13 0.9D-1 W (16-6) ok 2.56 k-ft. 6.13 k-ft. ok 0.91 in. 14 0.9D+1E (16-7) ok 3.03 k-ft. 5.96 k-ft. ok 15 0.9D-1E (16-7) ok 2.33 k-ft. 5.96 k-ft. ok 16 1.2D+OL+1Em 0 ok 3.23 k-ft. 6.63 k-ft. ok 17 1.2D+OL-1 Em 0 ok 2.26 k-ft. 6.63 k-ft. ok 18 0.9D+1 Em 0 ok 3.03 k-ft. &96 k-ft. ok 19 0.91DAEm 0 ok 2.33 k-ft. 5.96 k-ft. ok WALL DESIGN DESIGN MEETS THE CODE DESIGN REQUIREMENTS of 2012 IBC Section 2108 Summary Mulphi Mn meets the requirements of ACI 530-11 Section 3.3.5.3 ASO deflection meets the requirements of ACI 530-ii Section 3.3.5.5 As is less than rho maximum therefore meets the requirements of ACI 530-11 Section 3.3.3.5 h7t<=30&fa<-2Pm therefore meets the requirements of ACI 530-11 Section 3.3.5.3 The parapet portion of the wall design is adequate 5/10/2017 Summary AC1530-11 2012 IBC CMU WALL.xls ENGINEERS-NORTHWEST,INC.P.S. SHEET✓ 0 I OF 9725 THIRD AVE.N.E.(SUITE 207) SEATTLE,WA.96115 "*" Property of Engineers Northwest,Inc.,Seattle- Use by others unlawful INPUT=® PROJECT:-Bartelis Arlington JOB#� DESCRIPTION:-ITyp.Brg.Wall-no solid grout W/O WALL OPENINGS MASONRY WALL DESIGN Based on 2012 IBC/ASCE 7-10/ACI 530 Section 3.3 Walls designed by this method"REQUIRE SPECIAL INSPECTION" "CMU"Unit Net Design fm (psi)* Use only Type S mortar DESIGN DATA ASCE 7-10 Compressive Using Type"S" with this program Masonry fm= 2000 esi Strength,(psi) Mortar Reinforcing steel Fy= 60000 si 4800 3000 q wind(ULT)design= 20.10 psf 30.4.2 3750 2600 q wind(ULT)parapet design= 33.70 psf 30.9 2800 2000 Out-of-Plane Forces Factor(Fp)(LRFD)= 0.300 12.11.1 1900 1500 SDs= 0.760 11.4.4 Component importance factor Ip= 1.0 11.5.1 Required C-MU;omptessive strength 2800ps: Closed-end Block Parapet ap/Rp= 1.0 Tbl.13.5-1 Hollow CMU Block(50/50)Medium Weight(psf) CMU d(EF) Parapet z/h= 1.0 13.3.1 Wall Thickness 8" 10" 12" thickness maximum Fpu calc.= 0.9120 *Ww(13.3-1) Solid Grouted 78 98 124 6 in. 2.81 in. Parapet Fpu max.= 1.2160 *Ww(13,3-2) 16"o/c 63 80 94 8 in. 5.25 in. Fpu min.= 0.2280 *Ww(13.3-3) 24"oIc 58 72 85 10 in. 7.25 in. Parapet Fpu controls= 0.9120 *Ww(LRFD) 32"o/c 55 68 80 12 in. 9.00 in. 40"o/c 53 66 77 16 in. 13.00 in. 48"o/c 45 64 75 1 20 in. 17.00 in. WALL DATA Actual net Ungrouted 36 41 53 h/t= 27.90 Nominal wail thickness= 8 in. 7.625 in. p=As/bd=0.0020 h/r= 101.4 CMU block is Closed-end t(faceshell)= 1.250 in. np= 0.0325 Jamb wall weight= 61 psf t(webs)=1.000 in. k= 0.2244 Header wall weight= 61 esf Jamb equiv.solid thickness=3.462 in. j= 0.9252 Total wall height= 24.60 ft, JAMB NOT SOLID GROUTED PARAPET Clear wall design height= 18.60ft JAMBWt.=6lpsf HEIGHT= Left wall opening width= 0.00 ft HEADER Wt.=61 psf 6 ft. Left wall opening height= 0.00 ft. ___________ TOTAL -- Jamb width= 3.33 ft =rebar spacing for blank walls HEIGHT Right wall opening width= 0.00 ft 24.6 ft. Right wall opening height= 0.00 ft Opening(door)weight= 0 sf WALL Thk.= 7.625 in. CLEAR K factor= 1 HEIGHT= Is jamb solid grouted?= N 18.6 ft. Is wall Running or Stack bond?_ R hL= Oft. . LOADING DATA Opening Uniform Live Load= 640.0 pif WT.= 0 psf Uniform Dead Load= 360.0 elf it seismic Load Ecc.from I.F.of wall= -15.00 in.* - t 5 opening widthl-=0 ft. nR= 0 fL Concentrated Live Load= 0.0 lbs. �� jamb width=3.33 ft 1#5 @ WALL CTR. Concentrated Dead Load= 0.0 lbs. _ opening widthR=0 ft. - Load Ecc.from I.F.of wall 0.00 in.* *+Ecc.=toward building interior Concentrated load brg.width= 0.00 in. WALL ELEVATION Concentric Live Load= 0.0 If JAMB IS NOT SOLID GROUTED Concentric Dead Load= 07.0 plf Is Live Load Floor,Roof or Snow? S fl= 0.0 floor Public Assembly,>100psf or Garage? N f2= 0.2 snow Does Roof Shed Snow? Y Ev= 0.2SDsD= 0.152 D NOTE:- VERTICAL REBAR DATA Noncontact splices MUST NOT be more than 4.4 inches apart Reber Size=E�#5 These bars require a lap of 22 inches minimum Quantity of Reber in jamb width [�381='I.. @ centerline Reber"d" = -'� � ✓ �fie/ OUTPUT DATA V As= 0.31 sq.in. As max.= 1.28 sq.in. ACI 530-11 Section 3.3.3.5 Em=0.900*fm = 1800 ksi ACI 530-11 Section 1.8.2.2.1 n=Es/Em= 16.11 Out-of-Plane Forces Factor(Fp)= 0.300 LRFD Fpu=Cs*Wp Parapet @ 73.21 Wind Pressure = 20.10 psf ULT DESIGN DATA WALL DESIGN DESIGN MEETS THE CODE DESIGN REQUIREMENTS of 2012 IBC Section 2108 Mulphi Mn meets the requirements of ACI 530-11 Section 3.3.5.3 ASD deflection meets the requirements of ACI 530-11 Section 3.3.5.6 As is less than rho maximum therefore meets the requirements of ACI 530-11 Section 3.3.3-5 h7t<=30&fa<.2Fm therefore meets the requirements of ACI 530-11 Section 3.3.5.3 The parapet portion ofthe wall design is adequate 5:21 PM 5/1 012 0 1 7 CMU wall AC1530-11 2012 IBC CMU WALL.xls ENGINEERS-NORTHWEST,INC.P.S. SHEETOF 9725 THIRD AVE.N.E.(SUITE 207) SEATTLE,WA.98115 ***** Property of Engineers Northwest,Inc.,Seattle- Use by others unlawful JOB# 0 PROJECT:- Bartells Arlington DESCRIPTION:- Tvp.Brq.Wall-no solid grout CODE CHECKS Wall section @ parapet is O.K. Check As= 0.31 in.sq. Input As is less than rho maximum therefore O.K. As max.= 1.28 in.sq. =Maximum As allowable!!! (ASD)Amax.allowable=.007*h= 1.56 in. Note:-The Moments below are for the full jamb width on previous page. Axial.Moment&Deflection Checks for Upper Wall Load Case (ASD) LOAD CASES Eq. fa max. Mu +Mn Moments Controling Design Controls Amax. 1 1.41) (16-1) ok 1.12 k-ft. 6.68 k-ft. ok 2 1.2D+1.6L+0.5Lr (16-2) ok 0.99 k-ft. 6.68 k-ft. ok 3 1.2D+1.6L+0.5S (16-2) ok 1.43 k-ft. 6.73 k-ft. ok 4 1.2D+1.6Lr+OL (16-3) ok 0.99 k-ft. 6.46 k-ft. ok 5 1.2D+1.6Lr+0.5W (16-3) ok 1.08 k-ft. 6.46 k-ft. ok 6 1.2D+1.6S+OL (16-3) ok 2.33 k-ft. 7.33 k-ft. ok 7 1.2D+1.6S+0.5W (16-3) ok 0.64 k-ft. 7.33 k-ft. ok 8 1.2D+1W+OL+0.5Lr (16-4) ok 2.28 k-ft. 6.46 k-ft. ok 9 1.2D+1 W+OL+0.5S (16-4) ok 1.89 k-ft. 6.73 k-ft. ok 10 1.2D+1E+OL+0.2S (16-5) ok 1.92 k-ft. 6.74 k-ft. ok 11 1.2D-1E+OL+0.2S (16-5) ok 3.80 k-ft. 6.74 k-ft. ok 12 0.9D+1W (16-6) ok 2.42 k-ft. 6.13 k-ft. ok 13 0.9D-1W (16-6) ok 3.55 k-ft. 6.13 k-ft. ok 0.9D-1W 58.03% 14 0.9D+1 E (16-7) ok 2.19 k-ft. 5.96 k-ft. ok 15 0.9D-1E (16-7) ok 3.23 k-ft. 5.96 k-ft. ok 0.34 in. 16 1.2D+OL+1Em 0 ok 2.07 k-ft. 6.63 k-ft. ok 17 1.2D+0L-1Em 0 ok 3.52 k-ft. 6.63 k-ft. ok 18 0.9D+1Em 0 ok 2.19 k-ft. 5.96 k-ft. ok 19 0.9D-1Em 0 ok 3.23 k-ft. 5.96 k-ft. ok 0.34 in. WALL DESIGN DESIGN MEETS THE CODE DESIGN REQUIREMENTS of 2012 IBC Section 2108 Summary Mu/ph!Mn meets the requirements of ACI 530-11 Section 3.3.5.3 ASD deflection meets the requirements of ACI 530-11 Section 3.3.5.5 As is less than rho maximum therefore meets the requirements of ACI 530-11 Section 3.3.3.5 h'/t<=30&fa<.2fm therefore meets the requirements of ACI 530-11 Section 3.3.5.3 The parapet portion of the wall design is adequate 5/10/2017 Summary AC1530-11 2012 IBC CMU WALL.As ENGINEERS-NORTHWEST,INC.P.S. SHEET34!10 OF 9725 THIRD AVE.N.E.(SUITE 207) SEATTLE,WA.98775 Property of Engineers Northwest,Inc.,Seattle- Use by others unlawful INPUT=® PROJECT:-Bartells Arlington JOB#® DESCRIPTION:-,Typ.Srg.Wall-solid grouted -1W/O WALL OPENINGS MASONRY WALL DESIGN Based on 2012 IBC/ASCE 7-101ACI 530 Section 3.3 Walls designed by this method"REQUIRE SPECIAL INSPECTION" "CMU"Unit Net Design f m (psi)* Use only Type S mortar DESIGN DATA ASCE 7-10 Compressive Using Type"S" with this program Masonry Pm= 2000 psi Strength,(psi) Mortar Reinforcing steel Fy= 60000 psi 4800 3000 q wind(ULT)design= 20.10 psf 30.4.2 3760 2500 q wind(ULT)parapet design= 33.70 psf 30.9 2800 2000 Out-of-Plane Forces Factor(Fp)(LRFD)= 0.300 12.11.1 1900 1500 SDs= 0.760 .11.4.4 Component importance factor Ip= 1.0 11.5.1 Required CMU Compressive strength=2800Ps! Closed-end Block Parapet ap/Rp= 1.0 Tbl.13.5-1 Hollow CMU Block(50150)Medium Weight(psf) CMU d(EF) Parapet zlh= 1.0 13.3.1 Wall Thickness 8" 10" 12" thickness maximum Fpu calc.= 0.9120 *Ww(13.3-1) Solid Grouted 78 98 124 6 in. 2.81 in. Parapet Fpu max.= 1.2160 *Ww(13.3-2) 16"olc 63 80 94 8 in. 5.25 in. Fpu min.= 0.2280 *Ww(13.3-3) 24"o/c 58 72 85 10 in. 7.25 in. Parapet Fpu controls= 0.9120 *Ww(LRFD) 32"o/c 55 68 80 12 in. 9.00 in. 40"o/c 53 66 77 16 in. 13.00 in. 48"o!c 45 64 75 1 20 in. 17-00 in. WALL DATA Actual net Ungrouted 36--1F 41 53 hit= 28.05 Nominal wall thickness= 8 in. 7.625 in. p=As/bd=0.0020 h/r= 101.9 CMU block is Closed-end t(faceshell)= 1.250 in. np=0.0325 Jamb wall weight= 86 psf t(webs)= 1.000 in. k= 0.2244 Header wall weight= 86 sf Jamb equiv.solid thickness=7.625 in. j=0.9252 Total wall height= 24.60 ft. JAMB SOLID GROUTED PARAPET Clear wall design height= 18.70 ft. JAMB Wt.=86 psf HEIGHT= Left wall opening width= 0.00 ft. HEADER Wt.=86 psf 6.9 ft. Left wall opening height= 0.00 ft. _________ _____ TOTAL Jamb width= 3.33 ft =rebar spacing for blank walls t" HEIGHT= Right wall opening width= 0.00 ft. 24.6 ft. Right wall opening height= 0.00 ft Opening(door)weight= 0 sf WALL Thk.=7.625 in. CLEAR K factor= 1 HEIGHT= Is jamb solid grouted = Y 18.7 ft. Is wall Running or Stack bond' = R hL= 0 ft. LOADING DATA Opening Uniform Live Load= 640.0 Elf WT.=Seismic Uniform Dead Load= 36Q.0 If n ='seismic Load Ecc.from LF.of wall= 3.601n.* G^ 't (p opening widthl-=0 ft hR- 0 f. Concentrated Live Load= 0.0 lbs. jamb width= 3.33 ft 1#5 @ WALL CTR. Concentrated Dead Load= 0,0 Flu. opening widthR Load Ecc.from I.F.of wall= 0.00 in.` *+Ecc.=toward building interior Concentrated load brg.width= 0.00 in. WALL ELEVATION Concentric Live Load= 0.0 If JAMB IS SOLID GROUTED Concentric Dead Load= 0.0 ff Is Live Load Floor,Roof or Snow? S fl= 0.0 floor Public Assembly,>100psf or Garage? N f2= 0.2 snow Does Roof Shed Snow? Y Ev=0.2SDsD= 0.152 D NOTE:- VERTICAL REBAR DATA Noncontact splices MUST NOT be more than 4.4 inches apart Reber Size= #6 These bars require a lap of 22 inches minimum Quantity of Reber in jamb width= 7 @ centerline Rebar"d" =r 3.81 In. OUTPUT DATA G 4b As= 0.31 sq.in. As max.= 1.35 sq.in. ACI 530-11 Section 3.3.3.5 Em=0.900*fm = 1800 ksi ACI 530-11 Section 1.8.2.2.1 n=Es/Em= 16.11 Out-of-Plane Forces Factor(Fp)= 0.300 LRFD Fpu=Cs*Wp Parapet @ 99.81 Wind Pressure = 20.10 psf ULT DESIGN DATA WALL DESIGN DESIGN MEETS THE CODE DESIGN REQUIREMENTS of 2012 IBC Section 2108 Mulphi Mn meets the requirements of ACI 530-11 Section 3.3.5.3 ASD deflection meets the requirements of ACI 530-11 Section 3.3.5.5 As is less than rho maximum therefore meets the requirements of AC1530-11 Section 3.3.3-5 h7t<=30&fa<.2fm therefore meets the requirements of ACI 530-11 Section 3.3.5-3 The parapet portion of the wall design is adequate 5:25 PM 5/10/2017 CMU wall AC1530-11 2012 IBC CMU WALL.As ENGINEERS-NORTHWEST,INC.P.S. SHEET ,!e l 1 OI- 9725 THIRD AVE.N.E.(SUITE 207) �� SEATTLE,WA.98115 /1/)4 **** Property of Engineers Northwest,Inc.,Seattle- Use by others unlawful JOB# 0 PROJECT:- Bartells Arlington DESCRIPTION:-Typ.Brq.Wall-solid grouted CODE CHECKS Wall section @ parapet is O.K. Check As= 0.31 in.sq. Input As is less than rho maximum therefore O.K. As max.= 1.35 in.sq. =Maximum As allowable III (ASD)Amax.allowable=.007*h= 1.57 in. Note:-The Moments below are for the full jamb width on previous page. Axial,Moment&Deflection Checks for Upper Wall Load Case (ASD) LOAD CASES Eq. fa max. Mu �Mn Moments Controling Design Controls Amax. 1 1.41) (16-1) ok 1.62 k-ft. 7.13 k-ft. ok 2 1.2D+1.6L+0.5Lr (16-2) ok 1.46 k-ft. 7.13 k-ft. ok 3 1.2D+1.6L+0.5S (16-2) ok 1.81 k-ft. 7.12 k-ft. ok 4 1.2D+1.6Lr+OL (16-3) ok 1.46 k-ft. 6.85 k-ft. ok 5 1.2D+1.6Lr+0.5W (16-3) ok 2.63 k-ft. 6.85 k-ft. ok 0.09 in. 6 1.2D+1.6S+OL (16-3) ok 2.51 k-ft. 7.72 k-ft. ok 7 1.2D+1.6S+0.5W (16-3) ok 4.25 k-ft. 7.72 k-ft. ok 0.09 in. 8 1.2D+1W+OL+0.5Lr (16-4) ok 3.80 k-ft. 6.85 k-ft. ok 0.09 in. 9 1.2D+1W+OL+0.5S (16-4) ok 4.09 k-ft. 7.12 k-ft. ok 0.09 in. 10 1.2D+lE+OL+0.2S (16-5) ok 4.59 k-ft. 7.17 k-ft. ok 11 1.2D-1E+OL+0.2S (16-5) ok 3.69 k-ft. 7.17 k-ft. ok 12 0.9D+1W (16-6) ok 3.63 k-ft. 6.42 k-ft. ok 0.09 in. 13 0.9D-1W (16-6) ok 3.08 k-ft. 6.42 k-ft. ok 0.09 in. 14 0.9D+1 E (16-7) ok 4.30 k-ft. 6.20 k-ft. ok 0.913+1 E 69.29% 15 0.9D-1 E (16-7) ok 3.73 k-ft. 6.20 k-ft. ok 16 1.2D+OL+1Em 0 ok 4.48 k-ft. 7.07 k-ft. ok 17 1.2D+0L-1Em 0 ok 3.78 k-ft. 7.07 k-ft. ok 18 0.9D+1Em 0 ok 4.30 k-ft. 6.20 k-ft. ok 0.913+1Em 69,29% 19 0.9D-1Em 0 ok 3.73 k-ft. 6.20 k-ft. ok WALL DESIGN DESIGN MEETS THE CODE DESIGN REQUIREMENTS of 2012 IBC Section 2108 Summary Mu/phi Mn meets the requirements of ACI 530-11 Section 3.3.5.3 ASD deflection meets the requirements of ACI 530-11 Section 3.3.5.5 As is less than rho maximum therefore meets the requirements of ACI 530-11 Section 3.3.3.5 h'/t<=30&fa<.2fm therefore meets the requirements of ACI 530-11 Section 3.3.5.3 The parapet portion of the wall design is adequate 5/10/2017 Summary AC1530-11 2012 IBC CMU WALL.As ENGINEERS-NORTHWEST,INC.P.S. SHEET✓I�F 9725 THIRD AVE.N.E.(SUITE 207) SEATTLE,WA.98115 Property of Engineers Northwest,Inc.,Seattle- Use by others unlawful INPUT=® PROJECT:-8artads Arlington JOB#® DESCRIPTION:-Jamb by 8'wide door )Wt WALL OPENINGS MASONRY WALL DESIGN Based on 2012 IBC/ASCE 7-10/ACI 530 Section 3.3 Walls designed by this method"REQUIRE SPECIAL INSPECTION" "CMU"Unit Net Design fm (psi)* Use only Type S mortar DESIGN DATA ASCE 7-10 Compressive Using Type"S" with this program Masonry fm= 2000 si Strength,(psi) Mortar Reinforcing steel Fy= 60000 psi 4800 3000 q wind(ULT)design= 20.10 psf 30.4.2 3750 2500 q wind(ULT)parapet design= 33.70 psf 30.9 2800 2000 Out-of-Plane Forces Factor(Fp)(LRFD)= 0.300 12.11.1 1900 1500 SDS= 0.760 11.4.4 Component importance factor Ip= 1.0 11.5.1 Required CMU Compressive strength 2800psi Closed-ond Block Parapet aplRp= 1.0 Tbl.13.5-1 Hollow CMU Block(50/50)Medium Weight(psf) CMU d(EF) Parapet z/h= 1.0 13.3.1 Wall Thickness 8" 10" 12" thickness maximum Fpu talc.= 0.9120 'Ww(13.3-1) Solid Grouted 78 98 124 6 in. 2.81 in. Parapet Fpu max.= 1.2160 *Ww(13.3-2) 16"o/c 63 80 94 8 in. 5.25 in. Fpu min.= 0.2280 *Ww(13.3-3) 24"o/c 58 72 85 10 in. 7.25 in. Parapet Fpu controls= 0.9120 'Ww(LRFD) 32"o/c 55 68 80 12 in. 9.00 in. 40"0/c 53 66 77 16 in. 13.00 in. 48"o/c 45 64 75 20 in. 1 17.00 in. WALL DATA Actual net Ungrouted 36 41 53 h/t= 28.05 Nominal wall thickness= 8 in. 7.625 in. p=As/bd=0.0038 h/r= 101.9 CMU block is Closed-end t(faceshell)= 1.250 in. np= 0.0619 Jamb wall weight= 78 psf t(webs)= 1.000 in. k= 0.2954 Header wall weight= 78 psf Jamb equiv.solid thickness= 7.625 in. j=0.9015 Total wall height= 24.60 ft JAMB SOLID GROUTED PARAPET Clear wall design height= %70 ft. JAMB Wt.=78 psf HEIGHT= Left wall opening width= 6.00 ft HEADER Wt.=78 psf 5.9 ft Left wall opening height= 7.00 ft. TOTAL Jamb width= 1.33 ft HEIGHT= Right wall opening width= 0.00 ft 24.6 ft. Right wall opening height= 0.00 ft Opening(door)weight= 10 sf WALL Thk.=7.625 in. CLEAR K factor= 1 HEIGHT= Is jamb solid grouted?= Y i 18.7 ft. Is wall Running or Stack bond?_ R hL=7 ft LOADING DATA Opening Uniform Live Load= 640.0 If WT.= 10 psf Uniform Dead Load= 360.0 pif seismic Load Ecc.from I.F.of wall= 3.60 In.* opening widthi.=6 ft. J OR- 0& Concentrated Live Load=, 0.0 lbs. jamb width= 1.33 ft. 1#5 V.E.F. Concentrated Dead Load= 0.0 lbs. opening widthR= 0 ft. - Load Ecc.from I.F.of wall= 0.00 in.* *+Ecc. toward building interior Concentrated load brg.width= 0.00 in.� WALL ELEVATION Concentric Live Load= 0.0 if JAMB IS SOLID GROUTED Concentric Dead Load= 0.0 If Is Live Load Floor,Roof or Snow? S fl= 0.0 floor Public Assembly,>100psf or Garage? f2= 0.2 snow Does Roof Shed Snow? Y Ev=0.2SDSD= 0.152 D NOTE:- VERTICAL REBAR DATA Noncontact splices MUST NOT be more than 6.8 inches apart Rebar Size #5 These bars require a lap of 34 inches minimum Quantity of Reber in jamb width= 1 Each Face Reber"d" =Lt 5.00 in. OUTPUT DATA As= 0.31 sq.in. As max.= 0.64 sq.in. ACI 530-11 Section 3.3.3.5 Em=0.900*fm = 1800 ksi ACI 530-11 Section 1.8.2.2.1 In=Es/Ern= 16.11 Out-of-Plane Forces Factor(Fp)= 0.300 LRFD Fpu=Cs*Wp Wind Pressure = 20.10 psf ULT DESIGN DATA WALL DESIGN DESIGN MEETS THE CODE DESIGN REQUIREMENTS of 2012 IBC Section 2108 Mulphi Mn meets the requirements of ACI 530-11 Section 3.3.5.3 ASD deflection meets the requirements of ACI 630-11 Section 3.3.5-5 As is less than rho maximum therefore meets the requirements of AC1530-11 Section 3.3.3.5 h7i<=30&fa<.2fm therefore meets the requirements of ACI 530-11 Section 3.3.5 3 The parapet portion of the wall design is adequate 5:42 PM 5/10/2017 CMU wall AC1530-11 2012 IBC CMU WALL.xIs ENGINEERS-NORTHWEST,INC.P.S. SHEET"I OF 9725 THIRD E.N.E.(SUITE 207) SEATTLE,WA.98115 Property of Engineers Northwest,Inc.,Seattle- Use by others unlawful JOB# 0 PROJECT:- Bartells Arlington DESCRIPTION:-Jamb by 6'wide door CODE CHECKS Wall section @ parapet is O.K. Check As= 0.31 in.sq. Input As is less than rho maximum therefore O.K. As max.= 0.64 in.sq. =Maximum As allowable!!! (ASD)Amax.allowable=.007'h= 1.57 in. Note:-The Moments below are for the full jamb width on previous page. Axial,Moment&Deflection Checks for Upper Wall Load Case (ASD) LOAD CASES Eq. fa max. Mu Mn Moments Controling Design Controls Amax. 1 IIAD (16-1) ok 0.91 k-ft. 8.43 k-ft. ok 2 1.2D+1.6L+O.SLr (16-2) ok 0.81 k-ft. 8.43 k-ft. ok 3 1.2D+1.6L+O.SS (16-2) ok 1.17 k-ft. 8.44 k-ft. ok 4 1.2D+1.6Lr+OL (16-3) ok 0.81 k-ft. 8.13 k-ft. ok 5 1.2D+1.6Lr+0.5W (16-3) ok 2.64 k-ft. 8.13 k-ft. ok 6 1.2D+1.6S+OL (16-3) ok 1.99 k-ft. 9.11 k-ft. ok 7 1.2D+1.6S+0.5W (16-3) ok 6.35 k-ft. 9.11 k-ft. ok 1.2D+1.6S+0.5W 69.73% 8 1.2D+1 W+OL+O.SLr (16-4) ok 5.06 k-ft. 8.13 k-ft. ok 9 1.2D+1W+OL+0.5S (16-4) ok 5.75 k-ft. 8.44 k-ft. ok 10 1.2D+1E+OL+0.2S (16-5) ok 5.31 k-ft. 8.48 k-ft. ok 11 1.2D-1E+OL+0.2S (16-5) ok 3.32 k-ft. 8.48 k-ft. ok 12 0.9D+1W (16-6) ok 4.71 k-ft. 7.81 k-ft. ok 1.47 in 13 0.9D-1W (16-6) ok 3.67 k-ft. 7.81 k-ft. ok 1.47 in. 14 0.9D+1E (16-7) ok 4.52 k-ft. 7.59 k-ft. ok 15 0.9D-1E (16-7) ok 3.51 k-ft. 7.59 k-ft. ok 16 1.2D+OL+1Em 0 ok 5.03 k-ft. 8.36 k-ft. ok 17 1.2D+0L-1 Em 0 ok 3.52 k-ft. 8,36 k-ft. ok 18 0.9D+1Em 0 ok 4.52 k-ft. 7.59 k-ft. ok 19 0.9D-1Em 0 ok 3,51 k-ft. 7.59 k-ft. ok WALL DESIGN DESIGN MEETS THE CODE DESIGN REQUIREMENTS of 2012 IBC Section 2108 Summary Mu/phi Mn meets the requirements of ACI 530-11 Section 3.3.5.3 ASD deflection meets the requirements of ACI 530-11 Section 3.3.5.5 As is less than rho maximum therefore meets the requirements of ACI 530-11 Section 3.3.3.5 h'/t<=30&fa<.2fm therefore meets the requirements of ACI 530-11 Section 3.3.5.3 The parapet portion of the wall design is adequate 5/1 012 0 1 7 Summary AC1530-11 2012 IBC CMU WALL.As ENGINEERS-NORTHWEST,INC.P.S. SHEET/14OF 9725 THIRD AVE.N.E.(SUITE 207) A/" SEATTLE,WA.98115 Property of Engineers Northwest,Inc.,Seattle- Use by others unlawful INPUT= PROJECT:-Bartells Arlington JOB#® DESCRIPTION:-Jamb by 12'window 1W1 WALL OPENINGS MASONRY WALL DESIGN Based on 2012 IBC/ASCE 7-10/ACI 530 Section 3.3 Walls designed by this method"REQUIRE SPECIAL INSPECTION" "CMU"Unit Net Design fm (psi)' Use only Type S mortar DESIGN DATA ASCE 7-10 Compressive Using Type"S" with this program Masonry I'm= 2000 psi Strength,(psi) Mortar Reinforcing steel Fy= 60000 psi 4800 3000 q wind(ULT)design= 20.00 psf 30.4.2 3750 2500 q wind(ULT)parapet design= 33.70 psf 30.9 2800 2000 Out-of-Plane Forces Factor(Fp)(LRFD)= 0.300 12.11.1 1900 1500 SDs= 0.760 11.4.4 Component importance factor Ip= 1.0 11.5.1 Required«MU Coirrp€c�ssive strength=2b00psi Closed•end Bock Parapet ap/Rp= 1.0 Tbl.13.5-1 Hollow CMU Block(50/50)Medium Weight(psi) CMU d(EF) Parapet z/h= 1.0 13.3.1 Wall Thickness 8" 10" 12" thickness maximum Fpu talc.= 0.9120 'Ww(13.3-1) Solid Grouted 78 98 124 6 in. 2.81 in. Parapet Fpu max.= 1.2160 'Ww(13.3-2) 16"o/c 63 80 94 8 in. 5.25 in. Fpu min.= 0.2280 -Ww(13.3-3) 24"o/c 58 72 85 10 in. 7.25 in. Parapet Fpu controls= 0.9120 "Ww(LRFD) 32"olc 55 68 80 12 in. 9.00 in. 40"olc 53 66 77 16 in. 13.00 in. 48"o1 c 45 64 75 20 in. 17.00 in. WALL DATA Actual net Ungrouted 36 41 53 hR= 27.20 Nominal wall thickness= 8 in. 7.625 in. p=As/bd=0.0051 h/r= 101.4 CMU block is Closed-end It(faceshell)= 1.250 in. np=0.0824 Jamb wall weight= 78 f t(webs)=1.000 in. k= 0.3318 Header wall weight= 78 psf Jamb equiv.solid thickness=7.625 in. j= 0.8894 Total wall height= 24.60 ft. JAMB SOLID GROUTED PARAPET Clear wall design height= 18.60 ft. JAMB Wt.=78 psf HEIGHT= Left wall opening width= 12.00 ft. HEADER Wt.=78 psf 6 ft. Left wall opening height= 10.00 ft. TOTAL Jamb width= 2-00 ft 6 HEIGHT= Right wall opening width= 0.00 ft. 24.6 ft. Right wall opening height= 0.00 R Opening(door)weight= 40 psf WALL Thk.=7.625 in. CLEAR K factor= 0.975 HEIGHT= Is jamb solid grouted?= Y 18.6 ft. Is wall Running or Stack bond?=: K hL= 10 ft. LOADING DATA Opening Uniform Live Load= 640.0 If WT.=40 psf Uniform Dead Load= 360.0 pif seismic Load Ecc.from I.F.of wall= 3.60 in. opening widlhL=12 ft. nR= 0 fL Concentrated Live Load= rO lbs. jamb width= 2 ft. 2#5 V.E.F. Concentrated Dead Load= 0.0 lbs. opening widthR=0 ft. - Load Ecc.from I.F.of wall= 0.00 in. '+Ecc.=toward building interior Concentrated load brg.width= 0.00 in. WALL ELEVATION Concentric Live Load= 0.0 if JAMB IS SOLID GROUTED Concentric Dead Load= 0.0 If Is Live Load Floor,Roof or Snow? S f1= 0.0 floor Public Assembly,>100psf or Garage?, N f2= 0.2 snow Does Roof Shed Snow? Y Ev=0.2SDsD= 0.152 D NOTE:- VERTICAL REBAR DATA Noncontact splices MUST NOT be more than 6.8 inches apart Reber S¢e= #S These bars require a lap of 34 inches minimum Quantity of Rebar in jamb width= 2 Each Face Rebar"d" = 5.00 in. OUTPUT DATA 4 # 5 24 inches Solid Grout As= 0.62 sq.in. As max.= 0.93 sq.in. ACI 530-11 Section 3.3.3.5 Em=0.900'fm = 1800 ksi ACI 530-11 Section 1.8.2.2.1 In=Es/Em= 16.11 Out-of-Plane Forces Factor(Fp)= 0.300 LRFD Fpu=Cs'Wp Wind Pressure = 20.00 psf ULT DESIGN DATA WALL DESIGN DESIGN MEETS THE CODE DESIGN REQUIREMENTS of 2012 IBC Section 2108 Mu/phi Mn meets the requirements of ACI 630-11 Section 3.3.5.3 ASD deflection meets the requirements of ACI 630-11 Section 3.3.5.5 As is less than rho maximum therefore meets the requirements of ACI 530-11 Section 3.3 3.6 h7t<=30 S fa<.2fm therefore meets the requirements of ACI 530-11 Section 3.3.5.3 The parapet portion ofthe wall design is adequate 5:54 PM 5/10/2017 CMU wall AC1530-11 2012 IBC CMU WALL.As ENGINEERS-NORTHWEST,INC.P.S. SHEET m OF 9725 THIRD AVE.N.E.(SUITE 207) SEATTLE,WA.98115 AW Property of Engineers Northwest,Inc.,Seattle- Use by others unlawful JOB# 0 PROJECT:- Bartells Arlington DESCRIPTION:-Jamb by 12'window CODE CHECKS Wall section @ parapet is O.K. Check As= 0.62 in.sq. Input As is less than rho maximum therefore O.K. As max.= 0.93 in.sq. =Maximum As allowable 111 (ASD)Amax.allowable=.007*h= 1.52 in. Note:-The Moments below are for the full jamb width on previous page. Axial,Moment&Deflection Checks for Upper Wall Load Case (ASD) LOAD CASES Eq. fa max. Mu Mn Moments Controling Design Controls Amax. 1 1.41) (16-1) ok 1.52 k-ft. 16.12 k-ft. ok 2 1.2D+1.6L+0.5Lr (16-2) ok 1.35 k-ft. 16.12 k-ft. ok 3 1.2D+1.6L+0.5S (16-2) ok 2.02 k-ft. 16.16 k-ft. ok 4 1.2D+1.6Lr+OL (16-3) ok 1.35 k-ft. 15.60 k-ft. ok 5 1.2D+1.6Lr+O.SW (16-3) ok 4.78 k-ft. 15.60 k-ft. ok 6 1.2D+1.6S+OL (16-3) ok 4.00 k-ft. 17.35 k-ft. ok 7 1.2D+1.6S+0.5W (16-3) ok 11.47 k-ft. 17.35 k-ft. ok 1.2D+1.6S+0.5W 66.10% 8 1.2D+1W+OL+0.5Lr (16-4) ok 8.94 k-ft. 15.60 k-ft. ok 9 1.2D+1 W+OL+O.SS (16-4) ok 10.22 k-ft. 16.16 k-ft. ok 10 1.2D+1E+OL+0.2S (16-5) ok 9.16 k-ft. 16.22 k-ft. ok 11 1.2D-1E+OL+0.2S (16-5) ok 5.51 k-ft. 16.22 k-ft. ok 12 0.9D+1W (16-6) ok 8.28 k-ft. 14.80 k-ft. ok 1.52 in. 13 0.9D-1W (16-6) ok 6.36 k-ft. 14.80 k-ft, ok 1.52 in. 14 0.9D+1E (16-7) ok 7.70 k-ft. 14.39 k-ft. ok 15 0.9D-1E (16-7) ok 5.84 k-ft. 14.39 k-ft. ok 16 1.2D+OL+1Em 0 ok 8.65 k-ft. 16.00 k-ft. ok 17 1,2D+OL-1Em 0 ok 5.88 k-ft. 16.00 k-ft. ok 18 0.9D+1Em 0 ok 7.70 k-ft. 14.39 k-ft. ok 19 0.9D-1 Em 0 ok 5.84 k-ft. 14,39 k-ft, ok CODE CHECKS Axial,Moment&Deflection Checks for Lower Wall Load Case (ASD) LOAD CASES Eq. fa max. Mu f Mn Moments Controling Design Controls Dmax. 1 1.41) (16-1) ok 0.01 k-ft. 16.62 k-ft. ok 2 1.2D+1.6L+0.5Lr (16-2) ok 0.01 k-ft. 16.03 k-ft. ok 3 1.2D+1.6L+0.5S (16-2) ok 0.01 k-ft. 16.59 k-ft. ok 4 1.2D+1.6Lr+OL (16-3) ok 0.01 k-ft. 16.03 k-ft. ok 5 1.2D+1.6Lr+0.5W (16-3) ok 0.03 k-ft. 16.03 k-ft. ok 6 1.2D+1.6S+OL (16-3) ok 0.01 k-ft. 17.80 k-ft. ok 7 1.2D+1.6S+0.5W (16-3) ok 0.05 k-ft. 17.80 k-ft. ok 0.00 in. 8 1.2D+1 W+OL+0.5Lr (16-4) ok 0.06 k-ft. 16.03 k-ft. ok 9 1.2D+1 W+OL+0.5S (16-4) ok 0.06 k-ft. 16.59 k-ft. ok 0.00 in. 10 1.2D+1E+OL+0.2S (16-5) ok 0.05 k-ft. 16.70 k-ft. ok 11 1.2D-1E+OL+0.2S (16-5) ok 0.05 k-ft. 16.70 k-ft. ok . 12 0.9D+1W (16-6) ok 0.06 k-ft. 15.13 k-ft. ok 0.9D+1W 0.38% 13 0.9D-1 W (16-6) ok 0.06 k-ft. 15.13 k-ft. ok 0.9D-1 W 0.38% 14 0.9D+1E (16-7) ok 0.05 k-ft. 14.67 k-ft. ok 15 0.9D-1E (16-7) ok 0.05 k-ft. 14.67 k-ft. ok 16 1.2D+OL+1Em 0 ok 0.05 k-ft. 16.48 k-ft. ok 17 1.2D+0L-1Em 0 ok 0.05 k-ft. 16.48 k-ft. ok 18 0.9D+1Em 0 ok 0.05 k-ft. 14.67 k-ft. ok 19 0.9D-1Em 0 ok 0.05 k-ft. 14.67 k-ft. ok WALL DESIGN DESIGN MEETS THE CODE DESIGN REQUIREMENTS of 2012 IBC Section 2108 Summary Mu/phi Mn meets the requirements of ACI 530-11 Section 3.3.5.3 ASD deflection meets the requirements of ACI 530-11 Section 3.3.5.5 As is less than rho maximum therefore meets the requirements of ACI 530-11 Section 3.3.3.5 h'/t<=30 S fa<.2f m therefore meets the requirements of ACI 530-11 Section 3.3.5.3 The parapet portion of the wall design is adequate 511012017 Summary AC1530-11 2012 1130 CMU WALL.As ENGINEERS-NORTH W EST,INC.P.S. SH EE14 145OF 9725 THIRD E.N.E.(SUITE 207) SEATTLE,WA.98115 *** Property of Engineers Northwest,Inc.,Seattle- Use by others unlawful INPUT=� PROJECT:- arte 's-Arlington,WA JOB#= DESCRIPTION:-IJamb by 20 wm ow W/WALL OPENINGS MASONRY WALL DESIGN Based on 2012 IBC/ASCE 7-1 0/ACI 530 Section 3.3 Walls designed by this method"REQUIRE SPECIAL INSPECTION" "CMU"Unit Net Design fm (psi)* Use only Type S mortar DESIGN DATA ASCE 7-10 Compressive Using Type"S" with this program Masonry fm= 2000 psi Strength,(psi) Mortar Reinforcing steel Fy= 60000 psi 4800 3000 q wind(ULT)design= 17.50 psf 30.4.2 3750 2500 q wind(ULT)parapet design= 32.00 psf 30.9 2800 2000 Out-of-Plane Forces Factor(Fp)(LRFD)= 0.300 12.11.1 1900 1500 SDs= 0.760 11.4.4 Component importance factor Ip= 1.0 11.5.1 Required CMU Compressive strength=280C Closed-end Block Parapet ap1Rp= 1.0 Tbl.13.5-1 Hollow CMU Block(50/50)Medium Weight(psf) CMU d(EF) Parapet z/h= 1.0 13.3.1 Wall Thickness 8" 10" 12" thickness maximum Fpu calc.= 0.9120 *Ww(13.3-1) Solid Grouted 78 98 124 6 in. 2.81 in. Parapet Fpu max.= 1.2160 *Ww(13.3-2) 16"o/c 63 80 94 8 in. 5.25 in. Fpu min.= 0.2280 *Ww(13 3-3) 24"olc 58 72 85 10 in. 7.25 in. Parapet Fpu controls= 0.9120 'Ww(LR,'D) 32"o/c 55 68 80 12 in. 9.00 in. 40"o/c 53 66 77 16 in. 13.00 in. 48"o/c 45 64 75 20 in. 1 17.00 in. WALL DATA Actual net UngroutedIr-36 41 53 h/t=26.51 Nominal wall thickness= 8 in. 7.625 in. p=As/bd=0.0057 hlr= 101.4 CMU block is Closed-end t(faceshell)= 1.250 in. np= 0.0915 Jamb wall weight= 78 psf t(webs)=1.000 in. k= 0.3460 Header wall weight= 78 psf Jamb equiv.solid thickness=7.625 in. j=0.8847 Total wall height= 24.60 ft. JAMB SOLID GROUTED PARAPET Clear wall design height= 18.60 ft. JAMB Wt.=78 psf HEIGHT= Left wall opening width= 20.00 ft. HEADER Wt.=78 psf 6 ft. Left wall opening height= 10.00 ft. TOTAL Jamb width= 2.70 ft. HEIGHT- Right wall opening width= 0.00 ft. 24.6 ft. Right wall opening height= 0.00 ft. Opening(door)weight= 40 sf WALL Thk.=7.625 in. CLEAR K factor= 0.95 HEIGHT= Is jamb solid grouted?= Y 18.6 ft. Is wall Running or Stack bond?= R hL= 10 ft. LOADING DATA Opening Uniform Live Load= 640.0 plf WT.=40 psf Uniform Dead Load= 360.0 pif seismic Load Ecc.from I.F.of wall= 3.60 in.* opening widthL= 20 ft. nR= 0% Concentrated Live Load= 0.0 lbs. jamb width=2.7 ft. 3#5 V.E.F. Concentrated Dead Load= 0.0 lbs. opening widthR=0 ft. - Load Ecc.from I.F.of wall= 0.00 in.* *+Ecc.=toward building interior Concentrated load brg.width= 0.00 in. WALL ELEVATION Concentric Live Load= 0.0 pif JAMB IS SOLID GROUTED Concentric Dead Load= 0.0 plf Is Live Load Floor,Roof or Snow? S fi= 0.0 floor Public Assembly,>100psf or Garage? N f2= 0.2 snow Does Roof Shed Snow? Y Ev=0.2SDsD= 0.152 D NOTE:- VERTICAL REBAR DATA Noncontact splices MUST NOT be more than 6.8 inches apart Rebar Size= #5 These bars require a lap of 34 inches minimum Quantity of Rebar in jamb width= 3 Each Face Rebar"d" = 5.00 in. OUTPUT DATA 32 inches Solid Grout As= . sq.in.1 As max.= .1818 sq.in. ACI 530-11 Section 3:3.3.5 ^� Em=0.900*fm = 1800 ksi ACI 530-11 Section 1.8.2.2.1 n=EslEm= 16.11 Out-of-Plane Forces Factor(Fp)= 0.300 LRFD Fpu=Cs*Wp Wind Pressure = 17.50 psf ULT DESIGN DATA WALL DESIGN DESIGN MEETS THE CODE DESIGN REQUIREMENTS of 2012 IBC Section 2108 Mulphi Mn meets the requirements of ACI 530-11 Section 3.3.5.3 ASD deflection meets the requirements of ACI 530-11 Section 3.3.5.5 As is less than rho maximum therefore meets the requirements of ACI 530-11 Section 3.3.3.5 h'/t<=30&fa<.2fm therefore meets the requirements of ACI 530-11 Section 3.3.5.3 The parapet portion of the wall design is adequate 5:51 PM 511812017 CMU wall AC1530-11 2012 IBC CMU WALL.xIs ENGINEERS-NORTHWEST,INC.P.S. SHEET S,1 +OF 9725 THIRD E.N.E.(SUITE 207) SEATTLE,WA.98115 Property of Engineers Northwest,Inc.,Seattle- Use by others unlawful JOB# 0 PROJECT:- Bartell's-Arlinqton,WA DESCRIPTION :-Jamb by 20'window CODE CHECKS Wall section @ parapet is O.K. Check As= 0.93 in.sq. Input As is less than rho maximum therefore O.K. As max.= 1.18 in.sq. =Maximum As allowable M (ASD)Amax.allowable=.007*h= 1.48 in. Note:-The Moments below are for the full jamb width on previous page. Axial,Moment&Deflection Checks for Upper Wall Load Case (ASD) LOAD CASES Eq. fa max. Mu O Mn Moments Controling Design Controls Amax. 1 1.4D (16-1) ok 2.28 k-ft. 24.35 k-ft. ok 2 1.2D+1.6L+0.5Lr (16-2) ok 2.02 k-ft. 24.35 k-ft. ok 3 1.2D+1.6L+0.5S (16-2) ok 3.06 k-ft. 24.40 k-ft. ok 4 1.2D+1.6Lr+OL (16-3) ok 2.02 k-ft. 23.53 k-ft. ok 5 1.2D+1.6Lr+0.5W (16-3) ok 6.72 k-ft. 23.53 k-ft. ok 6 1.2D+1.6S+OL (16-3) ok 6.70 k-ft. 26.27 k-ft. ok 7 1.2D+1.GS+0.5W (16-3) ok 1G.G5 k-ft. 26.27 k-ft. ok 1.2D+1.6S+0.5W 63.37% 8 1.2D+1W+OL+0.5Lr (16-4) ok 12.24 k-ft. 23.53 k-ft. ok 9 1.2D+lW+OL+0.5S (16-4) ok 14.26 k-ft. 24.40 k-ft. ok 10 1.2D+1 E+OL+0.2S (16-5) ok 14.24 k-ft. 24.50 k-ft. ok 11 1.2D-1 E+OL+0.2S (16-5) ok 8.39 k-ft. 24.50 k-ft. ok 12 0.9D+1W (16-6) ok 11.24 k-ft. 22.28 k-ft. ok 1.46 in. 13 0.9D-1 W (16-6) ok 8.18 k-ft. 22.28 k-ft. ok 1.46 in. 14 0.9D+1E (16-7) ok 11.83 k-ft. 21.64 k-ft. ok 15 0.9D-1E (16-7) ok 8.86 k-ft. 21.64 k-ft. ok 16 1.2D+OL+lEm 0 ok 13.41 k-ft. 24.15k-ft.' ok 17 1.2D+0L-1Em 0 ok 8.97 k-ft. 24.15 k-ft. ok 18 0.9D+1 Em 0 ok 11.83 k-ft. 21.64 k-ft. 19 0.9D-1 Em 0 ok 8.86 k-ft. 21.64 k-ft. c CODE CHECKS Axial,Moment&Deflection Checks for Lower Wall Load Case (ASD) LOAD CASES Eq. fa max. Mu f Mn Moments Controling Design Controls Dmax. 1 1.41) (16-1) ok 0.04 k-ft. 25.01 k-ft. ok 2 1.2D+1.6L+0.5Lr (16-2) ok 0.03 k-ft. 24.11 k-ft. ok 3 1.2D+1.6L+0.5S (16-2) ok 0.04 k-ft. 24.99 k-ft. ok 4 1.2D+1.6Lr+OL (16-3) ok 0.03 k-ft. 24.11 k-ft. ok 5 1.2D+1.6Lr+0.5W (16-3) ok 0.11 k-ft. 24.11 k-ft. ok 6 1.2D+1.6S+OL (16-3) ok 0.05 k-ft. 26.88 k-ft. ok 7 1.2D+1.6S+0.5W (16-3) ok 0.16 k-ft. 26.88 k-ft. ok 0.00 in. 8 1.2D+lW+OL+0.5Lr (16-4) ok 0.18 k-ft. 24.11 k-ft. ok 9 1.2D+1W+OL+0.5S (16-4) ok 0.18 k-ft. 24.99 k-ft. ok 0.00 in. 10 1.2D+lE+OL+0.2S (16-5) ok 0.17 k-ft. 25.15 k-ft. ok 11 1.2D-lE+OL+0.2S (16-5) ok 0.17 k-ft. 25.15 k-ft. ok 12 0.9D+1W (16-6) ok 0.17 k-ft. 22.72 k-ft. ok 0.9D+1W 0.75% 13 0.9D-1W (16-6) ok 0.17 k-ft. 22.72 k-ft. ok 0.9D-1W 0.75% 14 0.9D+1E (16-7) ok 0.15 k-ft. 22.01 k-ft. ok 15 0.9D-1E (16-7) ok 0.15 k-ft. 22.01 k-ft. ok 16 1.2D+OL+1Em 0 ok 0.16 k-ft. 24.80 k-ft. ok 17 1.2D+OL-lEm 0 ok 0.16 k-ft. 24.80 k-ft. ok 18 0.9D+1Em 0 ok 0.15 k-ft. 22.01 k-ft. ok 19 0.9D-1Em 0 ok 0.15 k-ft. 22.01 k-ft. ok WALL DESIGN DESIGN MEETS THE CODE DESIGN REQUIREMENTS of 2012 IBC Section 2108 Summary Mu/phi Mn meets the requirements of ACI 530-11 Section 3.3.5.3 ASD deflection meets the requirements of ACI 530-11 Section 3.3.5.5 As is less than rho maximum therefore meets the requirements of ACI 530-11 Section 3.3.3.5 h'lt<=30&fa<.2Pm therefore meets the requirements of ACI 530-11 Section 3.3.5.3 The parapet portion of the wall design is adequate 5/18/2017 Summary AC1530-11 2012 IBC CMU WALL.As ENGINEERS-NORTHWEST,INC.P.S. SHEET J90 9725 THIRD AVE.N.E.(SUITE 207) SEATTLE,WA.98115 /y ^I��f.II/tY/ /I /' Property of Engineers Northwest,Inc.,Seattle- Use by others unlawful INPUT= PROJECT:-Bartells Arlington JOB#0 DESCRIPTION:-Jamb by 24'window ,WI WALL OPENINGS MASONRY WALL DESIGN Based on 2012 IBC/ASCE 7-101ACI 530 Section 3.3 Walls designed by this method"REQUIRE SPECIAL INSPECTION" "CMU"Unit Net Design f m (psi)' Use only Type S mortar DESIGN DATA ASCE 7-10 Compressive Using Type"S" with this program Masonry fm= 2000 psi Strength,(psi) Mortar Reinforcing steel Fy= 60000 psi 4800 3000 q wind(ULT)design= 17.50 psf 30.4.2 3750 2500 q wind(ULT)parapet design= 32.00 psf 30.9 2800 2000 Out-of-Plane Forces Factor(Fp)(LRFD)= 0.300 12.11.1 1900 1500 Sus= 0.760 11.4.4 Component importance factor Ip= 1.0 11.5.1 Required CMU:v omip:t�ssSwe sirength 2800psi Closed-end Block Parapet ap/Rp= 1.0 Tbl.13.5-1 Hollow CMU Block(50/50)Medium Weight(psf) CMU d(EF) Parapet Jh= 1.0 13.3.1 Wall Thickness 8" 10" 12" thickness maximum Fpu calc.= 0.9120 `Ww(13.3-1) Solid Grouted 78 98 124 6 in. 2.81 in. Parapet Fpu max.= 1.2160 `Ww(13.3-2) 16"o/c 63 80 94 8 in. 5.25 in. Fpu min.= 0.2280 'Ww(13.3-3) 24"o/c 58 72 85 10 in. 7.25 in. Parapet Fpu controls= 0.9120 'Ww(LRFD) 32"o/c 55 68 80 12 in. 9.00 in. 40"o/c 53 66 77 16 in. 13.00 in. 48"o/c 45 64 75 20in. 17.00in. WALL DATA Actual net Ungrouted 36 41 53 hit= 27.34 Nominal wall thickness=�Clo&sed-end in. 7.625 in. p=As/bd=0.0062 h/r= 101.4 CMU block is t(faceshell)= 1.250 in. np= 0.0999 Jamb wall weight= st(webs)= 1.000 in. k= 0.3581 Header wall weight= 78 sf Jamb equiv.solid thickness=7.625 in. j= 0.8806 Total wall height= 24.60 ft. _ JAMB SOLID GROUTED PARAPET Clear wall design height= 18.60 ft. z JAMB Wt.=78 psf HEIGHT= Left wall opening width= 24.00 fL HEADER Wt.=78 psf 6 ft Leff wall opening height= 10.00 th TOTAL -------- ---- - -- r ---- --- Jamb width= 3.30 ft HEIGHT= Right wall opening width= 0.00 ft 24.6 ft. Right wall opening height= 0.00 ft. Opening(door)weight= 40 sf WALL Thk.=7.625 in. CLEAR K factor= 0.98 HEIGHT= Is jamb solid grouted?= Y 18.6 ft. Is wall Running or Stack bond?= R hL= 10 ft LOADING DATA Opening Uniform Live Load= 275.0 ff WT.=40 psf Uniform Dead Load= 120.0 pIf seismic Load Ecc.from I.F.of wall= -48.00 in.' opening widthL=24 ft OR-0 fL Concentrated Live Load= 0.0 Ibs, jamb width=3.3 fL 4#5 V.E.F. Concentrated Dead Load _ 0.0 lbs. opening widthR=0 fL Load Ecc.from I.F.of wall= 0.00 in.' '+Ecc.=toward building interior Concentrated load brg.width= 0.00 in. WALL ELEVATION Concentric Live Load= 0.0 pff JAMB IS SOLID GROUTED Concentric Dead Load= 0.0 plf Is Live Load Floor,Roof or Snow? S f1= 0.0 floor Public Assembly,>100psf or Garage? N f2= 0.2 snow Does Roof Shed Snow? Y Ev=0.2SDsD= 0.152 D NOTE:- VERTICAL REBAR DATA Noncontact splices MUST NOT be more than 6.8 inches apart Reber Size #5 These bars require a lap of 34 inches minimum Quantity of Reber in jamb width= 4 Each Face Reber"d" = OUTPUT DATA 40 inches Solid Grout As= 1.24 sq.in. As max.= 1.55 s s! 1 ACI 530-11 Section . . . Em=0.900"f m = 1800 ksi ACI 530-11 Section .8.2.2.1 IXJ• J n=Es/Em= 16.11 Out-of-Plane Forces Factor(Fp)= 0.300 LRFD Fpu=Cs'Wp Wind Pressure = 17.50 psf ULT DESIGN DATA WALL DESIGN DESIGN MEETS THE CODE DESIGN REQUIREMENTS of 2012 IBC Section 2108 Mu/phi Mn meets the requirements of ACI 530-11 Section 3.3.5.3 ASD deflection meets the requirements of ACI 530-11 Section 3.3.5.5 As is less than rho maximum therefore meets the requirements of ACI 530-11 Section 3.3.3.5 h7t<=30&fa<.2fm therefore meets the requirements of ACI 53041 Section 3.3-5-3 The parapet portion ofthe wall design is adequate 7:22 PM 5/10/2017 CMU wall AC1530-11 2012 IBC CMU WALL.As ENGINEERS-NORTHWEST,INC.P.S. SHEEN 14 19OF 9725 THIRD AVE.N.E.(SUITE 207) SEATTLE,WA.98115 Property of Engineers Northwest,Inc.,Seattle- Use by others unlawful JOB# 0 PROJECT:- Bartells Arlington DESCRIPTION:-Jamb by 24'window CODE CHECKS Wall section @ parapet is O.K. Check As= 1.24 in.sq. Input As is less than rho maximum therefore O.K. As max.= 1.55 in.sq. =Maximum As allowable!!! (ASD)Amax.allowable=.007*h= 1.53 in. Note:-The Moments below are for the full jamb width on previous page. Axial,Moment&Deflection Checks for Upper Wall Load Case (ASD) LOAD CASES Eq. fa max. Mu O Mn Moments Controlling Design Controls Amax. 1 1.411) (16-1) ok 4.82 k-ft. 30.58 k-ft. ok 2 1.2D+1.6L+0.5Lr (16-2) ok 4.12 k-ft. 30.S8 k-ft. ok 3 1.2D+1.6L+O.SS (16-2) ok 8.82 k-ft. 30.19 k-ft. ok 4 1.2D+1.6Lr+OL (16-3) ok 4.12 k-ft. 29.73 k-ft. ok 5 1.2D+1.6Lr+O.SW (16-3) ok 1.97 k-ft. 29.73 k-ft. ok 6 1.2D+1.6S+OL (16-3) ok 20.08 k-ft. 31.20 k-ft. ok 7 1.2D+1.6S+0.5W (16-3) ok 8.51 k-ft. 31.20 k-ft. ok 8 1.2D+lW+OL+O.SLr (16-4) ok 7.67 k-ft. 29.73 k-ft. ok 9 1.2D+1W+OL+0.5S (16-4) ok 3.40 k-ft. 30.19 k-ft. ok 10 1.2D+1E+OL+0.2S (16-5) ok 6.76 k-ft. 30.56 k-ft. ok 11 1.2D-1E+OL+0.2S (16-5) ok 21.00 k-ft. 30.56 k-ft. ok 1.2D-1E+OL+0.2S 68.72% 12 0.9D+lW (16-6) ok 8.69 k-ft. 28.44 k-ft. ok 13 0.9D-1W (16-6) ok 15.82 k-ft. 28.44 k-ft. ok 14 0.9D+1E (16-7) ok 9.44 k-ft. 27.78 k-ft. ok 15 0.9D-1 E (16-7) ok 16.38 k-ft. 27.78 k-ft. ok 1.29 in. 16 1.2D+OL+1 Em 0 ok 8.70 k-ft. 30.38 k-ft. ok 17 1.2D+0L-1Em 0 ok 1&93 k-ft. 30.38 k-ft. ok 18 0.9D+1Em 0 ok 9.44 k-ft. 27.78 k-ft. ok 19 0.9D-1Em 0 ok 16.38 k-ft. 27.78 k-ft. ok 1.29 in. CODE CHECKS Axial,Moment&Deflection Checks for Lower Wall Load Case (ASD) LOAD CASES Eq. fa max. Mu f Mn Moments Controling Design Controls Dmax. 1 IIAD (16-1) ok 0.01 k-ft. 31.41 k-ft. ok 2 1.2D+1.6L+0.5Lr (16-2) ok 0.01 k-ft. 30.45 k-ft. ok 3 1.2D+1.6L+0.5S (16-2) ok 0.01 k-ft. 30.91 k-ft. ok 4 1.2D+1.6Lr+OL (16-3) ok 0.01 k-ft. 30.45 k-ft. ok 5 1.2D+1.6Lr+0.5W (16-3) ok 0.04 k-ft. 30.45 k-ft. ok 6 1.2D+1.6S+OL (16-3) ok 0.01 k-ft. 31.93 k-ft. ok 7 1.2D+1.6S+0.5W (16-3) ok 0.06 k-ft. 31.93 k-ft. ok 0.00 in. 8 1.2D+1W+OL+0.5Lr (16-4) ok 0.07 k-ft. 30.45 k-ft. ok 9 1.2D+1W+OL+0.5S (16-4) ok 0.08 k-ft. 30.91 k-ft. ok 0.00 in. 10 1.2D+1E+OL+0.2S (16-5) ok 0.07 k-ft. 31.36 k-ft. ok 11 1.2D-1E+OL+0.2S (16-5) ok 0.07 k-ft. 31.36 k-ft. ok 12 0.9D+1W (16-6) ok 0.07 k-ft. 28.99 k-ft. ok 0.9D+1W 0.26% 13 0.9D-1W (16-6) ok 0.07 k-ft. 28.99 k-ft. ok 0.9D-1W 0.26% 14 0.9D+1E (16-7) ok 0.07 k-ft. 28.24 k-ft. ok 15 0.9D-1E (16-7) ok 0.07 k-ft. 28.24 k-ft. ok 16 1.2D+OL+lEm 0 ok 0.07 k-ft. 31.18 k-ft. ok 17 1.2D+OL-1Em 0 ok 0.07 k-ft. 31.18 k-ft. ok 18 0.9D+1Em 0 ok 0.07 k-ft. 28.24 k-ft. ok 19 0.9D-1 Em 0 ok 0.07 k-ft. 28.24 k-ft. ok WALL DESIGN DESIGN MEETS THE CODE DESIGN REQUIREMENTS of 2012 IBC Section 2108 Summary Mu/phi Mn meets the requirements of ACI 530-11 Section 3.3.5.3 ASD deflection meets the requirements of ACI 530-11 Section 3.3.5.5 As is less than rho maximum therefore meets the requirements of ACI 530-11 Section 3.3.3.5 h'/t<=30&fa<.2fm therefore meets the requirements of ACI 530-11 Section 3.3.5.3 The parapet portion of the wall design is adequate 5/10/2017 Summary AC1530-11 2012 IBC CMIJ WALL.As ENGINEERS-NORTHWEST,INC.P.S. SHEET O/�F 9725 THIRD TLAVE.N.E.(SUITE 207) SEATTLE,WA.98115 Property of Engineers Northwest,Inc.,Seattle- Use by others unlawful INPUT PROJECT:-Badells Arlington JOB DESCRIPTION:-Jamb betw.15.3'windows W/WALL OPENINGS MASONRY WALL DESIGN Based on 2012{BC/ASCE 7-10/ACI 630 Section 3.3 Walls designed by this method"REQUIRE SPECIAL INSPECTION" "CMU"Unit Net Design fm (psi)* Use only Type S mortar DESIGN DATA ASCE 7.10 Compressive Using Type"S" with this program Masonry fm= 2000 psi Strength,(psi) Mortar Reinforcing steel Fy= 60000 i 4800 3000 q wind(ULT)design= 16.60 psf 30.4.2 3750 2500 q wind(ULT)parapet design= 32.00 psf 30.9 2800 2000 Out-of-Plane Forces Factor(Fp)(LRFD)= 0,300 12.11.1 1900 1500 SDs= 0.760 11.4.4 Component importance factor Ip= 1.0 11.5.1 Require,!CMi;Curaprassive strengtr 2800ps: Closed-end Block Parapet ap/Rp= 1.0 Tbl.13.5-1 Hollow CMU Block(50150)Medium Weight(psf) CMU d(EF) Parapet z/h= 1.0 13.3.1 Wall ThicknesJr36 8" 10" 12" thickness maximum Fpu talc.= 0.9120 *Ww(13.3-1) Solid Grouted 78 98 124 6 in. 2.81 in. Parapet Fpu max.= 1.2160 *Ww(13.3-2) 16"o/c 63 80 94 8 in. 5.25 in. Fpu min.= 0.2280 *Ww(13.3-3) 24"o/c 58 72 85 10 in. 7.25 in. Parapet Fpu controls= 0.9120 *Ww(LRFD) 32"o/c 55 68 80 12 in. 9.00 in. 40"olc 53 66 77 16 in. 13.00 in. 48"o/c 45 64 75 20in. 17.00in. WALL DATA Actual net Ungrouted 41 53 hlt=25.88 Nominal wall thickness= 8 in. 7.625 in. p=As/bd=0.0061 h/r= 101.1 CMU block is ClosedZid It(faceshell)=1.250 in. np=0.0979 Jamb wall weight= 86 f It(webs)= 1.000 in. k=0.3553 Header wall weight= 86 psf Jamb equiv.solid thickness=7.625 in. j=0.8816 Total wall height= - 24.60 fL JAMB SOLID GROUTED PARAPET Clear wall design height= 18.55 ft, JAMB Wt.=86 psf HEIGHT= Left wall opening width= 15.30 ft. HEADER Wt.=86 psf 6.05 ft. Left wall opening height= 10.00 ---- ---------------- TOTAL --------- ----- -- Jamb width= 3.30 ft. HEIGHT= Right wall opening width= 15-30 ft. 24.6 ft. Right wall opening height= 10.00 ft. _+ Opening(door)weight= 40 sf WALL Thk.=7.625 in. CLEAR K factor= 0.93 HEIGHT= Is jamb solid grouted?= Y 18.55 ft. Is wall Running or Stack bond?= �� R hL= 10 fL LOADING DATA Opening Uniform Live Load= 640.0 If WT.=40 psf Uniform Dead Load= �_ 360.0 plf n �/ seismic Load Ecc.from LF.of wall= F3.60 in-* G L �' opening widthL=15.3 ft nR- 10 fL Concentrated Live Load= 0.0 lbs, jamb width=3.3 ft. 4#5 V.E.F. Concentrated Dead Load= 0.0 lbs. opening widthR=15.3 ft - Load Ecc.from I.F.of wall= 0.00 in.* *+Ecc.=toward building interior Concentrated load brg.width= 0.00 in. WALL ELEVATION Concentric Live Load= 0.0 Elf JAMB IS SOLID GROUTED Concentric Dead Load= 0.0 If Is Live Load Floor,Roof or Snow? S f1= 0.0 floor Public Assembly,>100psf or Garage? N f2= 0.2 snow Does Roof Shed Snow?L-Y Ev= 0.2SDsD= 0.152 D NOTE:- VERTICAL REBAR DATA Noncontact splices MUST NOT be more than 6.8 inches apart Reber Size= #6 These bars require a lap of 34 inches minimum Quantity of Rebar in jamb width= 4 Each Face Rebar"d" =1 5.10 in. OUTPUT DATA 40 inches Solid Grout As= 1.24 sq.in. As max.= 1.40 sq.in. ACI 530-11 Section 3.3.3.5 Em=0.900*fm = 1800 ksi ACI 530-11 Section 1.8.2.2.1 n=Es/Em= 16.11 Out-of-Plane Forces Factor(Fp)= 0.300 LRFD Fpu=Cs*Wp Wind Pressure = 16.60 psf ULT DESIGN DATA Mu/phi Mn meets the requirements of ACI 530-11 Section 3.3.5.3 ASD deflection meets the requirements of ACI 530-11 Section 3.3.5.5 As is less than rho maximum therefore meets the requirements of ACI 530.11 Section 3.3.3.5 l0t<=30&fa<.2fm therefore meets the requirements of ACI 530-11 Section 3.3.5-3 A439PM k0"dy( w�`A i9stp/" 5110/2D17 7� � �/ria"P` Vfi`(/r CMU wal ACI530-11 2012 IBC CMU WALL.xIs 'jiwb w14&) (Piro �Pe ENGINEERS-NORTHWEST,INC.P.S. SHEET✓j L OF 9725 THIRD AVE.N.E.(SUITE 207) SEATTLE,WA.98115 **** Property of Engineers Northwest,Inc.,Seattle- Use by others unlawful JOB#0 PROJECT:- Bartells Arlinqton DESCRIPTION:-Jamb betty.15.3'windows CODE CHECKS Parapet Wall is overstressed Check As= 1.24 in.sq. Input As is less than rho maximum therefore O.K. As max.= 1.40 in.sq. =Maximum As allowable!!! (ASD)Amax.allowable=.007*h= 1.45 in. Note:-The Moments below are for the full jamb width on previous page. Axial,Moment&Deflection Checks for Upper Wall Load Case (ASD) LOAD CASES Eq. fa max. Mu O Mn Moments Controling Design Controls Amax. 1 1.4D (16-1) ok 3.16 k-ft. 34.35 k-ft. ok 2 1.2D+1.6L+0.5Lr (16-2) ok 2.81 k-ft. 34.35 k-ft. ok 3 1.2D+1.6L+0.5S (16-2) ok 4.37 k-ft. 34.33 k-ft. ok 4 1.2D+1.6Lr+OL (16-3) ok 2.81 k-ft. 33.07 k-ft. ok 5 1.2D+1.6Lr+0.5W (16-3) ok 9.40 k-ft. 33.07 k-ft. ok 6 1.2D+1.6S+OL (16-3) ok 10.26 k-ft. 37.03 k-ft. ok 7 1.2D+1.6S+0.5W (16-3) ok 23.48 k-ft. 37.03 k-ft. ok 1.2D+1.6S+0.5W 63.42% 8 1.2D+1W+OL+0.5Lr (16-4) ok 16.85 k-ft. 33.07 k-ft. ok 9 1.2D+1W+OL+0.5S (16-4) ok 19.80 k-ft. 34.33 k-ft. ok 10 1.2D+1E+OL+0.2S (16-5) ok 21.90 k-ft. 34.54 k-ft. ok 11 1.2D-1E+OL+0.2S (16-5) ok 13.21 k-ft. 34.54 k-ft. ok 12 0.9D+1W (16-6) ok 15.35 k-ft. 31.12 k-ft. ok 1.45 in. 13 0.9D-1W (16-6) ok 10.80 k-ft. 31.12 k-ft. ok 1.45 in. 14 0.9D+1E (16-7) ok 18.07 k-ft. 30.12 k-ft. ok 15 0.9D-1E (16-7) ok 13.66 k-ft. 30.12 k-ft. ok 16 1.2D+OL+1 Em 0 ok 20.67 k-ft- 34.04 k-% ok 17 1.2D+0L-1Em 0 ok 14.06 k-ft. 34.04 k-ft. ok 18 0.9D+1Em 0 ok 18,07 k-ft, 30.12 k-ft. ok 19 0.9D-1Em 0 ok 13.66 k-ft. 30.12 k-ft, ok CODE CHECKS Axial,Moment&Deflection Checks for Lower Wall Load Case (ASD) LOAD CASES Eq. fa max. Mu f Mn Moments Controling Design controls Dmax. 1 1.41) (16-1) ok 0.10 k-ft. 35.23 k-ft. ok 2 1.2D+1.6L+0.5Lr (16-2) ok 0.09 k-ft. 33.84 k-ft. ok 3 1.2D+1.6L+0.5S (16-2) ok 0.10 k-ft. 35.11 k-ft. ok 4 1.2D+1.6Lr+OL (16-3) ok 0.09 k-ft. 33.84 k-ft. ok 5 1.2D+1.6Lr+0.5W (16-3) ok 0.23 k-ft. 33.84 k-ft. ok 6 1.2D+1.6S+OL (16-3) ok 0.12 k-ft. 37.85 k-ft. ok 7 1.2D+1.6S+0.5W (16-3) ok 0.33 k-ft. 37.85 k-ft. ok 0.00 in. 8 1.2D+1W+OL+0.5Lr (16-4) ok 0.36 k-ft. 33.84 k-ft. ok 9 1.2D+1W+OL+0.5S (16-4) ok 0.37 k-ft. 35.11 k-ft. ok 0.00 in. 10 1.2D+1E+OL+0.2S (16-5) ok 0.36 k-ft. 35.40 k-ft. ok 11 1.2D-1E+OL+0.2S (16-5) ok 0.36 k-ft. 35.40 k-ft. ok 12 0.9D+1W (16-6) ok 0.34 k-ft. 31.71 k-ft. ok 0.9D+1W 1.09% 13 0.913-1W (16-6) ok 0.34 k-ft. 31.71 k-ft. ok 0.913-1W 1.09% 14 0.9D+1E (16-7) ok 0.32 k-ft. 30.61 k-ft. ok 15 0.9D-1E (16-7) ok 0.32 k-ft. 30.61 k-ft. ok 16 1.2D+OL+1 Em 0 ok 0.36 k-ft. 34.90 k-ft. ok 17 1.2D+0L-1Em 0 ok 0.36 k-ft. 34.90 k-ft. ok 18 0.9D+1Em 0 ok 0.32 k-ft. 30.61 k-ft. ok 19 0.9D-1 Em 0 ok 0.32 k-ft. 30.61 k-ft. ok Summary Mulphi Mn meets the requirements of ACI 530-11 Section 3.3.5.3 ASD deflection meets the requirements of ACI 530-11 Section 3.3.5.5 As is less than rho maximum therefore meets the requirements of ACI 530-11 Section 3.3.3.5 h7t<=30&fa<.2fm therefore meets the requirements of ACI 530-11 Section 3.3.5.3 5/10/2017 Summary AC1530-11 2012 IBC CMU WALL.As ENGINEERS-NORTHWEST,I NC.P.S. SHEET/22 OF 9725 THIRD AVE.N.E.(SUITE 207) SEATTLE,WA.98115 Property of Engineers Northwest,Inc.,Seattle- Use by others unlawful INPUT=� PROJECT:-Bartelis Arlin n JOB#® DESCRIPTION:-Jamb betty.15.3'windows IWI WALL OPENINGS MASONRY WALL DESIGN Based on 2012 IBG/A$GE 7-101AGI 530 Section 3.3 Walls designed by this method"REQUIRE SPECIAL INSPECTION" "CMU"Unit Net Design fm (psi)* Use only Type S mortar DESIGN DATA ASCE 7-10 Compressive Using Type"S" with this program Masonry fm= 2000 psi Strength,(psi) Mortar Reinforcing steel Fy= 60000 psi 4800 3000 q wind(ULT)design= 16.60 psf 30.4.2 3750 2500 q wind(ULT)parapet design= 32.00 psf 30.9 2800 2000 Out-of-Plane Forces Factor(Fp)(LRFD)= 0.300 12.11.1 1900 1500 SDs= 0.760 11.4.4 Component importance factor 1p= 1.0 11.5.1 Required CMU Compressive strength=2800ps= Closed-end Block Parapet ap/Rp= 1.0 Tbl.13.5-1 Hollow CMU Block(50150)Medium Weight(psf) CMU d(EF) Parapet z/h= 1.0 13.3.1 Wall Thickness 8" 10" 12" thickness maximum Fpu talc.= 0.9120 "Ww(13.3-1) Solid Grouted 78 98 124 6 in. 2.81 in. Parapet Fpu max.= 1.2160 *Ww(13.3-2) 16"o/c 63 80 94 8 in. 5.26 in. Fpu min.= 0.2280 "Ww(13.3-3) 24"o/c 58 72 85 10 in. 7.25 in. Parapet Fpu controls= 0.9120 "Ww(LRFD) 32"o/c 55 68 80 12 in. 9.00 in. 40"olc 53 66 77 16 in. 13.00 in. 48"o1c 45 64 75 20 in. 17.00 in. WALL DATA Actual net Ungrouted 36 41 53 1 hit= 25.88 Nominal wall thickness= 8 in. 7.625 in. p=As/bd=0.0061 hlr= 101.1 CMU block is Closed-end t(faceshell)= 1.260 in. np= 0.0979 Jamb wall weight= 86_psf t(webs)=1.000 in. k=0.3653 Header wall weight= 86 sf Jamb equiv.solid thickness=7.625 in. j= 0.8816 Total wall height=' 24.60 ft. JAMB SOLID GROUTED PARAPET Clear wall design height 18.55 ft. JAMB Wt.= 86 psf HEIGHT= Left wall opening width= 15.30 ft. HEADER Wt.=86 psf 6.05 ft Left wall opening height=` 10.00 ft TOTAL --------------- Jamb width= 3.30 ft HEIGHT= Right wall opening width= 15.30 ft 24.6 ft. Right wall opening height= 10.00 ft Opening(door)weight= 40 psf WALL Thk.= 7.625 in. CLEAR K factor= 0.93 HEIGHT= Is jamb solid grouted?= Y 18.55 ft. Is wall Running or Stack bond?= R hL=10 ft LOADING DATA Opening Uniform Live Load= 640.0 pif WT.=40 psf J- -F-1 Uniform Dead Load= 360.0 If h seismic Load Ecc.from I.F.of wall= -15.00 in.* e t s opening widthL=15.3 ft. nR- 10 ft Concentrated Live Load 0.0 lbs. jamb width=3.3 ft. 4# 5 V.E.F. Concentrated Dead Load= 0.0 ems. opening width R=15.3 ft - Load Ecc.from I.F.of wall= 0.00 in.* +Ecc.=toward building interior Concentrated load brg.width= 0.00 in. " WALL ELEVATION Concentric Live Load= 0.0 If JAMB IS SOLID GROUTED Concentric Dead Load= 0.0 pif Is Live Load Floor,Roof or Snow? S fl= 0.0 floor Public Assembly,>100psf or Garage? N f2= 0.2 snow Does Roof Shed Snow? Y Ev=0.2SDsD= 0.152 D NOTE:- VERTICAL REBAR DATA Noncontact splices MUST NOT be more than 6.8 inches apart Rebar Sae= #S These bars require a lap of 34 inches minimum Quantity of Rebar in jamb width= 4 Each Face Rebar"d" OUTPUT DATA - J 40 inches Solid Grout As= 1.24 sq.in. As max.= 1.40 sq.in. ACI 530-11 Section 3.3.3.5 Ern=0.900*fm = 1800 ksi ACI 630-11 Section 1.8.2.2.1 n=Es/Em= 16.11 Out-of-Plane Forces Factor(Fp)= 0.300 LRFD Fpu=Cs*Wp Wind Pressure = 16.60 psf ULT DESIGN DATA Mulphi Mn meets the requirements of ACI 530-11 Section 3.3.5.3 ASD deflection meets the requirements of ACI 530-11 Section 3.3.5.5 As is less than rho maximum therefore meets the requirements of ACI 530-11 Section 3.3.3.5 h'/t<=30&fa<2fm therefore meets the re uirements of ACI 530-11 Section 3.3.5.3 4:43 PM 5/1 0120 1 7 CMU wall ACI530-11 2012 IBC CMU WALL.As ENGINEERS-NORTHWEST,INC.P.S. SHEET iP]30F 9725 THIRD AVE.N.E.(SUITE 207) SEATTLE,WA.98115 ***** Property of Engineers Northwest,Inc.,Seattle- Use by others unlawful * *' JOB# 0 PROJECT:- Bartells Arlington DESCRIPTION:-Jamb betw.15.3'windows CODE CHECKS Parapet Wall is overstressed Check As= 1.24 in.sq. Input As is less than rho maximum therefore O.K. As max.= 1.40 in.sq. =Maximum As allowable!!! (ASD)Amax.allowable=.007*h= 1.45 in. Note:-The Moments below are for the full jamb width on previous page. Axial,Moment&Deflection Checks for Upper Wall Load Case (ASD) LOAD CASES Eq. fa max. Mu O Mn Moments Controlling Design Controls Amax. 1 1.41) (16-1) ok 4.43 k-ft. 34.35 k-ft. ok 2 1.2D+1.6L+0.5Lr (16-2) ok 3.84 k-ft. 34.35 k-ft. ok 3 1.2D+1.6L+0.5S (16-2) ok 7.32 k-ft. 34.33 k-ft. ok 4 1.2D+1.6Lr+OL (16-3) ok 3.84 k-ft. 33.07 k-ft. ok 5 1.2D+1.6Lr+0.5W (16-3) ok 2.42 k-ft. 33.07 k-ft. ok 6 1.2D+1.6S+OL (16-3) ok 16.39 k-ft. 37.03 k-ft. ok 7 1.2D+1.6S+0.5W (16-3) ok 3.57 k-ft. 37.03 k-ft. ok 8 1.2D+1W+OL+0.5Lr (16-4) ok 8.77 k-ft. 33.07 k-ft. ok 9 1.2D+1W+OL+0.5S (16-4) ok 5.23 k-ft. 34.33 k-ft. ok 10 1.2D+lE+OL+0.2S (16-5) ok 11.00 k-ft. 34.54 k-ft. ok 11 1.2D-1E+OL+0.2S (16-5) ok 24.12 k-ft. 34.54 k-ft. ok 1.2D-lE+OL+0.2S 69.82% 12 0.9D+1W (16-6) ok 9.64 k-ft. 31.12 k-ft. ok 13 0.9D-1 W (16-6) ok 16.51 k-ft. 31.12 k-ft. ok 14 0.9D+1 E (16-7) ok 12.54 k-ft. 30.12 k-ft. ok 15 0.9D-1 E (16-7) ok 19.20 k-ft. 30.12 k-ft. ok 0.93 in. 16 1.2D+OL+1 Em 0 ok 12.37 k-ft. 34.04 k-ft. ok 17 1.2D+OL-lEm 0 ok 2136 k-ft. 34.04 k-ft, ok 18 0.9D+1Em 0 ok 12.54 k-ft. 30.12 k-it. ok 19 0.9D-lEm 0 ok 19.20 k-ft. 30.12 k-ft. ok 0.93 in. CODE CHECKS Axial,Moment&Deflection Checks for Lower Wall Load Case (ASD) LOAD CASES Eq. fa max. Mu f Mn Moments Controlling Design Controls Dmax. 1 1.41) (16-1) ok 0.10 k-ft. 35.23 k-ft. ok 2 1.2D+1.6L+0.5Lr (16-2) ok 0.09 k-ft. 33.84 k-ft. ok 3 1.2D+1.6L+0.5S (16-2) ok 0.10 k-ft. 35.11 k-ft. ok 4 1.2D+1.6Lr+OL (16-3) ok 0.09 k-ft. 33.84 k-ft. ok 5 1.2D+1.6Lr+0.5W (16-3) ok 0.23 k-ft. 33.84 k-ft. ok 6 1.2D+1.6S+OL (16-3) ok 0.12 k-ft. 37.85 k-ft. ok 7 1.2D+1.6S+O.SW (16-3) ok 0.33 k-ft. 37.85 k-ft. ok 0.00 in. 8 1.2D+lW+OL+0.5Lr (16-4) ok 0.36 k-ft. 33.84 k-ft. ok 9 1.2D+1W+OL+0.5S (16-4) ok 0.37 k-ft. 35.11 k-ft. ok 0.00 in. 10 1.2D+1 E+OL+0.2S (16-5) ok 0.36 k-ft. 35.40 k-ft. ok 11 1.2D-1E+OL+0.2S (16-5) ok 0.36 k-ft. 35.40 k-ft. ok 12 0.9D+1 W (16-6) ok 0.34 k-ft. 31.71 k-ft. ok 0.9D+1 W 1.09% 13 0.9D-1W (16-6) ok 0.34 k-ft. 31.71 k-ft. ok 0.9D-1W 1.09% 14 0.9D+1E (16-7) ok 0.32 k-ft. 30.61 k-ft. ok 15 0.9D-1E (16-7) ok 0.32 k-ft. 30.61 k-ft. ok 16 1.2D+OL+lEm 0 ok 0.36 k-ft. 34.90 k-ft. ok 17 1.213+01-4 Em 0 ok 0.36 k-ft. 34.90 k-ft. ok 18 0.9D+1Em 0 ok 0.32 k-ft. 30.61 k-ft. ok 19 0.9D-1Em 0 ok 0.32 k-ft. 30.61 k-ft. ok Summary Mu/phi Mn meets the requirements of ACI 530-11 Section 3.3.5.3 ASD deflection meets the requirements of ACI 530-11 Section 3.3.5.5 As is less than rho maximum therefore meets the requirements of ACI 530-11 Section 3.3.3.5 h'/t<=30&fa<,2fm therefore meets the requirements of ACI 530-11 Section 3.3.5.3 5/10/2017 Summary AC1530-11 2012 IBC CMU WALL.As ENGINEERS-NORTHWEST,INC.P.S. SHEETt/ AF 9725 THIRD AVE,N.E.(SUITE 207) SEATTLE,WA.98115 Property of Engineers Northwest,Inc.,Seattle- Use by others unlawful INPUT PROJECT:-Badells Arlington JOB# DESCRIPTION:-Girder wall nket WIO WALL OPENINGS MASONRY WALL DESIGN Based on 2012 IRCIASCE?-10IACI 530 Section 3.3 Walls designed by this method"REQUIRE SPECIAL INSPECTION" "CMU"Unit Net Design fm (psi)* Use only Type S mortar DESIGN DATA ASCE 7-10 Compressive Using Type"S" with this program Masonry fm= 2000 psi Strength,(psi) Mortar Reinforcing steel Fy= 60000 psi 4800 3000 q wind(ULT)design= 20.00 psf 30.4.2 3750 2500 q wind(ULT)parapet design= 33.70 psf 30.9 2800 2000 Out-of-Plane Forces Factor(Fp)(LRFD)= 0.300 12.11.1 1 1900 1500 SDs= 0.760 11.4.4 Component importance factor Ip= 1.0 11.5.1 Required CMU Compressive stren tir 2800psi Closed-end Block Parapet ap/Rp= 1.0 Tbl.13.5-1 Hollow CMU Block(50150)Medium Weight(pst) CMU d(EF) Parapet zlh= 1.0 13.3.1 Wall Thickness 8" 10" 12" thickness maximum Fpu talc.= 0.9120 'Ww(13.3-1) Solid Grouted 78 98 124 6 in. 2.81 in. Parapet Fpu max.= 1.2160 'Ww(13.3-2) 76"o/c 63 80 94 8 in. 5.25 in. Fpu min.= 0.2280 *Ww(13.3-3) 24"o/c 58 72 85 10 in. 7.25 in. Parapet Fpu controls= 0.9120 *Ww(LRFD) 32"o/c 55 68 80 12 in. 9.00 in. 40"olc 53 66 77 16 in. 13.00 in. 48"o1c 45 64 75 20 in. 17.00 in. WALL DATA Actual net Ungrouted 36 41 r 53 hit=28.05 Nominal wall thickness= 8 in. 7.625 in. p=As/bd=0.0051 hlr= 101.9 CMU block is Closed-end--g t(faceshell)= 1.250 in. np= 0.0824 Jamb wall weight= 78 sf I t(webs)= 1.000 in. k= 0.3318 Header wall weight= 78 sf Jamb equiv.solid thickness=7.625 in. j= 0.8894 Total wall height= 24.60 ft. JAMB SOLID GROUTED PARAPET Clear wall design height= 18.70 ft JAMB Wt.=78 psf HEIGHT= Left wall opening width 0.00 fL HEADER Wt.=78 psf 5.9 ft. Left wall opening height= 0.00 ft. ___ __ TOTAL Jamb width= 1.00 ft =rebar spacing for blank walls HEIGHT= Right wall opening width= 0.00 ft_ 24.6 ft. Right wall opening height= 0.00 ft Opening(door)weight= 0 sf WALL Thk.=7.625 in. CLEAR K factor= 1 HEIGHT= Is jamb solid grouted?= Y 18.7 ft. Is wall Running or Stack bond?= AIR hL= 0 fL LOADING DATA Opening Uniform Live Load= 3576.0 plf WT.= 0 psf Uniform Dead Load= 7985.0 ff seismic Load Ecc.from I.F.of wall= 0.00 In.• opening widthL=0 fL nR- 0 fL Concentrated Live Load= 0.0 lbs. jamb width= 1 ft. 1#5 V.E.F. Concentrated Dead Load= 0.0 lbs. opening widthR=0 ft- Load Ecc.from I.F.of wall= 0.00 in.* `+Ecc.=toward building interior Concentrated load brg.width= 0.00 in. WALL ELEVATION Concentric Live Load= 0.0 If JAMB IS SOLID GROUTED Concentric Dead Load= D.0 If Is Live Load Floor,Roof or Snow? S fl= 0.0 Floor Public Assembly,>100psf or Garage? N f2= 0.7 snow Does Roof Shed Snow? N Ev=0.2SDsD= 0.152 D NOTE:- VERTICAL REBAR DATA Noncontact splices MUST NOT be more than 6.8 inches apart Rebar Size= #5 These bars require a lap of 34 inches minimum Quantity of Reber In jamb width= 1 Each Face Reber"d" = 5.001n. 0 #5 (4 OUTPUT DATA As= 0.31 sq.in. As max.= 0.51 sq.in. ACI 530-11 Section 3.3.3.5 Em=0.900*fm = 1800 ksi ACI 530-11 Section 1.8.2.2.1 n=Es/Em= 16.11 Out-of-Plane Forces Factor(Fp)= 0.300 LRFD Fpu=Cs*Wp Parapet @ 21.97% Wind Pressure = 20.00 psf ULT DESIGN DATA WALL DESIGN DESIGN MEETS THE CODE DESIGN REQUIREMENTS of 2012 IBC Section 2108 Mulphi Mn meets the requirements of ACI 630.11 Section 3.3.5.3 ASO deflection meets the requirements of ACI 530-11 Section 3.3.6.5 As is less than rho maximum therefore meets the requirements of ACI 530-11 Section 3.3.3.5 h t<=30&fa<.2fm therefore meets the requirements of ACI 530.11 Section 3.3.5.3 The parapet portion of the wall design is adequate 7:39 PM 5/10/2017 CMU wall AC1530-11 2012 IBC CMU WALL.As ENGINEERS-NORTHWEST,INC.P.S. SHEET r O 2 5OF 9725 THIRD E.N.E.(SUITE 207) SEATTLE,WA.98115 Property of Engineers Northwest,Inc.,Seattle- Use by others unlawful JOB# 0 PROJECT:- Bartells Arlington DESCRIPTION:- Girder wall pocket CODE CHECKS Wall section @ parapet is O.K. Check As= 0.31 in.sq. Input As is less than rho maximum therefore O.K. As max.= 0.51 in.sq. =Maximum As allowable Ill (ASD)Amax.allowable=.007*h= 1.57 in. Note:-The Moments below are for the full jamb width on previous page. Axial,Moment&Deflection Checks for Upper Wall Load Case (ASD) LOAD CASES Eq. fa max. Mu Mn Moments Controling Design Controls Amax. 1 IIAD (16-1) ok 0.56 k-ft. 7.20 k-ft. ok 2 1.2D+1.6L+0.5Lr (16-2) ok 0.49 k-ft. 7.20 k-ft. ok 3 1.2D+1.6L+0.5S (16-2) ok 0.77 k-ft. 7.43 k-ft. ok 4 1.2D+1.6Lr+OL (16-3) ok 0.49 k-ft. 7.06 k-ft. ok 5 1.2D+1.6Lr+0.5W (16-3) ok 0.88 k-ft. 7.06 k-ft. ok 6 1.2D+1.6S+OL (16-3) ok 1.30 k-ft. 8.22 k-ft. ok 7 1.2D+1.6S+0.5W (16-3) ok 2.23 k-ft. 8.22 k-ft. ok 1.2D+1.6S+0.5W 27.17% 8 1.2D+1W+OL+0.5Lr (16-4) ok 1.27 k-ft. 7.06 k-ft. ok 9 1.2D+1W+OL+0.5S (16-4) ok 1.57 k-ft. 7.43 k-ft. ok 10 1.2D+1E+OL+0.7S (16-5) ok 1.91 k-ft. 7.68 k-ft. ok 11 1.2D-1E+OL+0.7S (16-5) ok 0.44 k-ft. 7.68 k-ft. ok 12 0.9D+1W (16-6) ok 1.18 k-ft. 6.86 k-ft. ok 0.19 in. 13 0.9D-1W (16-6) ok 0.66 k-ft. 6.86 k-ft. ok 0.19 in. 14 0.9D+1E (16-7) ok 1.31 k-ft. 6.75 k-ft. ok 15 0.9113-1E (16-7) ok 0.79 k-ft. 6.75 k-ft. ok 16 1.2D+OL+1Em 0 ok 1.40 k-ft. 7.16 k-ft. ok 17 1.2D+OL-1 Em 0 ok 0.74 k-ft. 7.16 k-ft. ok 18 0.9D+1Em 0 ok 1.31 k-ft. 6.75 k-ft. ok 19 0.9D-1Em 0 ok 0.79 k-ft. 6,75 k-ft. ok WALL DESIGN DESIGN MEETS THE CODE DESIGN REQUIREMENTS of 2012 IBC Section 2108 _ Summary Mu/phi Mn meets the requirements of ACI 530-11 Section 3.3.5.3 ASD deflection meets the requirements of ACI 530-11 Section 3.3.5.5 As is less than rho maximum therefore meets the requirements of ACI 530-11 Section 3.3.3.5 h'/t<=30&fa<.2fm therefore meets the requirements of ACI 530-11 Section 3.3.5.3 The parapet portion of the wall design is adequate 5/10/2017 Summary AC1530-11 2012 IBC CMU WALL.As ENWENGINEERs NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 9725 THIRD AvE NE,SUITE 207,SEATTLE,WA 98115 (206)525-7560 FAX(206)522-6698 PROJECT# PROJECT Fhwmell 9. - DATE SUBJECT SHEETsuo N By- ----------------- ---------------7- ---- ------- ------------------- ---------------------- ------------------------------ ----------- -------------- ----------------------- I----------- ve ----------- --------------------------- ------- ----------- --- --------- ------ ---------------- eso - ----- -------- -------.......... ------------------ ------------- PY it, (v6 ............ ----------- ---------- ------- ----------------------------------- tkF A & --------------- ------------ ............ ------------ ------------------------ ------------ ------ ------------ ------------- ----------�-x4 ---------- ................... 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ENWENGINEERs NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 9725 THIRD YE NE,SuzTE 207,SEATTLE,WA 98115 (206)525-7560 FAx(206)522-6698 PROJECT# ,J,) —PROJECT 14AU4 DATE SU13JECT Mir, A viff6ki'l"Al NMF SHEET.1--270F By.- ----------------------------------------------- ------------------ --------------------- -- -- - ------------------------------------------------------------------------- --------------- ----- ---------------- ---- ---------- ---- --------- ----------- ---- --------- ---------------- ----------- ------------------ --------------- .......... .......... - ----- ----------------- ----------------- :41 ___----------- ----------.......... ........ --------- ------------- j ---------- ---- -- --------------- ------ -------- -------------------------- �� C } - ir o 1, -------------------- ---------------- ----------------- ---------------------- ... - - - ------------------- ..............------ --------------.............. -------- ---- ------ ........... --------- 4- ---------- ---------------- 001" ---------------------------------------- ---------- 6701 1 PL I ---------- ------------------- -- -------------- ---------- ----------- ---------- 4 L-------------------- ---------- ----------------- ............... 4 -----------A4- ';_i i --- ---------- 4- ----- -6- i t ------- ------ -------- ............ --- ---- ----------------------------------------------------------------- ----------- ------- . ....... ------------------- --I------- ............. ------ l ........--- - -- --------- It..... . ...6 kt v % - - - -- - - --- - - -- ------ -- ------- ------ ---- - -----------------------------.--------------------------------.----.---------.-----.�------.----.-------.-----.-- ---.- -.--.--.----.----.--------.- ---.-.----..- --4-----.-.-.-.-60-..-W-.---.-----.---.---7. -------4-------U--- ----.-- -_--------4 L---------------- ------------------------------ ------------------------------------------------------------------------- ------- -------o----------------f------ ---- -----I------------------------------------------2----------------------- --- -- ------------------- ------------- --------.-------.--.----.---.--.---.---.-.---.---- .--------------------------------------------------------- ----------------------------------------I----:----V------------------------------.- -- -_----------------------------- ------ 7_4------- ------------- ------------ ... - -..... --.-..--. ---i- ------------- A - --% 9 -- 4 -- 7# v- - ----,1"------j- -- .vim f ----------p------ -t .............. ---------- ----------------- --- --------------------------- ..........--------------------------------------- ------------------------------ ...... ------ ------------------ ---------------- --------- ------ - ------- ..................... ------------------- ---------- ....4----------i______-------I -------I -------- ---------- ------------- ............................. -------------------- ----------------- ---------- -------- ------- ------------- ----------- ------------------------------ ---------------- ------ ------------------- MUM Design Maps Summary Report 4,4, 1 1 User-Specified Input Report Title Bartells Arlington, WA T.,e May 9, 2017 01:21:51 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 48.181350N, 122.1299211W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III it nwood. EB£Y HILL NAVAL '' S E.4bA ITON SUSAld 5PLLAGUAY15si ac ,' Rl�E RYA T�UW BA`r Arlington 'Warm Beach +AP1 W 6 roN MUN4.44RPORT TULAL P AESERVATION ,Granite Falls USGS-Provided Output Ss = 1.058 g S,,s = 1.139 g Sns = 0.760 g S, = 0.411 g S„, = 0.654 g Sol = 0,436 g For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP" building code reference document. For PGA.,:, T_, C., and Cz, values, please view the detailed report. ENGINEERS-NORTHWEST,INC.P.S. SHEET4, 2 _OF 9725 THIRD AVE.N.E.(SUITE 207) SEATTLE,WA.98115 * Property of Engineers Northwest, Inc., P.S.- Use by others unlawful ASCE 7-10 Seismic Loads per ASCE 7-10-Chapter 12 Seismic Design Requirements for Building Structures Input Cells= � I _ Project Number: _ Project Name: Bartells Arlington,WA Location: .�-__....�...�..��-., Design By: 2015 IBC Section 1613/ASCE 7-10 Section 12.8 Equivalent Lateral Force Procedure All references below are to ASCE 7-10(U.N.O.) Input _ Basic Seismic Force Resisting System=Az Special reinforced masonry shear walls � y.....__....� - Y� Basic Seismic Force Resisting System= BWS = Bearing Wall Systems' Is diaphragm considered flexible? YES I Structural height, h = 19 #ft i Ss= 1 058 �Ispectral response acceleration at a period of 0.2s for Site Class B S, = 0 411spectral response acceleration at a period of 1.0s for Site Class B TL= 6 Long-period transition period Site Class(soil)= "D Risk Category= II Table 1.5-1 g . Top of wall elevation(parapet)= 24 6_7 ft Elev. of top of wall lateral support(max.)= 19 - ft(roof high point-minimum parapet) Elev. of to of wall lateral support min. �- �,. p pp (min.)_• 18 ft(roof low point-maximum parapet) Regular structure<_5 stories?_ YES Section 12.8.1.3 Output Site Coefficient, Fa= 1.077 Table 11-4.1 Site Coefficient, F = 1.589 Table 11-4.2 SMs= 1.139 Eqn 11.4-1 SM, = 0.653 Eqn 11.4-2 SDs= 0.759 Eqn 11.4-3 SD, = 0.435 Eqn 11.4-4 Seismic Design Category(SDC)= D Section 11.6&Tables 11.6-1 & 11.6-2 To= 0.115 Section 11.4.5, 0.2Sd1/Sds Ts= 0.573 Section 11.4.5, Sd1/Sds Ct= 0.02 Table 12.8-2 Period, T= 0.182 sec, Section 12.8.2.1 (Eqn 12.8-7) S.= 0.759 Section 11.4.5(Eqns 11.4-5, 11.4-6, 11.4-7) Response Modification Coefficient, R= 5 Table 12.2-1 System Overstrength Factor, 0.= 2 Table 12.2-1 Deflection Amplification Factor, Cd= 3.5 Table 12.2-1 Importance Factor, le= 1 Table 1.5-2, by Risk Category Detailing Reference Section= 14.4 Cs cal,= 0.152 Section 12.8.1.1, Eqn 12.8-2 Cs max= 0.478 Section 12.8.1.1, Eqns 12.8-3& 12.8-4 Cs min= 0.033 Section 12.8.1.1, Eqns 12.8-5& 12.8-6 Cs use= 0.152 Section 12.8.1.1, Eqns 12.8-2- 12.8-6 V„= 0.162 *W (LRFD) Section 12.8.1, Eqn 12.8-1 V= 0.106 *W (AS D) E = 0.152 *D=+/-SDs D(Eqn 12.4-4)- May be zero for proportioning foundations. 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FLOOR PUN A B C (D E r ENWENGINEERs NORTHWEST P.S. - STRUCTURAL� INC., ENGINEERS i ,,,], 917I25 THrRD AvE NE,SuiTE 207,SEATrLE,WA 98115 (206)525-7560 FAx(206)522-6698 PROJECT# PROJECT g a7 7,e`L of - /"1'I ) A& r E r I1 DATE c� I .y�, �y, _� SUBJECT.A Roo Y I 4v C Fvl rpx#oji p F w �a•.a• SHEET OF /TA !7 to b Lis : 7 ' 2 - - — - `r— •3 - 2 1 'ly - — i /J ------ +----' - --- P , 54 Tj --- T - ---- - — ,71 1 PP - s" IVL -------------- -- . Y . m � - /,'• iN 0 4 - ------ , — S e. �.�. __..'____ Jj•,:.g- 4'-r G 7' 1�'-D' 104W ——_ PLAN A B C D E F ---- - 5,2 FOOTING SCHEDULE A` ' Project Name :Bortells- Arlington, WA Run description: STARTING SQUARE FOOTINGSIZE.(F?).. CONCRETE F'c..(KSI).. ULTIMATE FACTON....... ENDING SQUARE FOOTING SIZE...(F?).. STEEL Fy...(KSBA.... FOOTING DEPTH INCREMEINTS..(IN).. FOOTING SIZE INCREMENTS......(FT).. MIN REBAR SIZE4.(#). COLUMN DIMENSION-X AXrS-..(IN). ALLOWABLE SOIL PRESSURE..(KSF)..... MAX REBAR SIZE6..(#).. COLUMN DIMENSION-Y AXIS-..(IN). MIN FOOTING DEPTH......12(IN)..... MIN REBAR SPACINGI.(IN).. DIST. FROM BOT OF FOOTING TO CG ORREBAR..(IN).. FTG PALL(k) D(in) ASx(in2) ASy(in2) Reinf X Reinf Y F3 25.7 3'x3'x12.0" .78 .78 3#5 3#5 F3.5 34.9 3.5'x3.5'x12.0" .91 .91 3#5 3#5 F4 45.6 4'x4'x12.0" 1.04 1.04 4#5 4#5 F4.5 57.7 4.5x4.5'x12.0" 1.17 1.17 4#5 4#5 F5 71.3 5'x5'x12.0" 1.37 1.37 5#5 5#5 F5.5 85.8 5.5'x5.5'x13.0" 1.67 1.67 6#5 6#5 F6 101.7 6x6'x14.0" 2.01 2.01 5#6 5#6 F6.5 118.8 6.5'x6.5'x15.0" 2.38 2.38 6#6 6#6 F7 137.2 7'x7'x16.0" 2.78 2.78 7#6 7#6 F7.5 156.1 7.5'x7.5'x18.0" 2.94 2.94 7#6 7#6 F8 176.8 8'x8'x19.0" 3.38 3.38 8#6 8#6 Note: I. installation includes removal of stakes one o. a> year after installation. I a 2.AdJust tree ties I 3 during establishment to Prune diseased and broken branches allow for growth. 0 "Ghainlock"or equal a N tree tie material (I" 0 2" lodgepole ine tree z stoken Ion driven I' width);nail or staple Y Into undisturbed ground. tree tie to hold a o Stain brown I 3 vertically,loop each a .N For all trees tie around half tree within 4'of paving and w 3'of water lines: loosely to provide I" century Products slack for trunk I — — _ — — _ _ — — — — � 0 root barrier or approved growth — eoLual."114.632."1083 I I w 24''panels Water basin with 2"mulch Install per manufacturers Paving specs. Paving Unglazed planting pit I c 1/2 topsoil,1/2 native soil, I 215 F 3 I Planting pit min. war thoroughly,fertilize - c M twice size te of root aJ Y N \ Undisturbed soil /i �' - ° 0 -°oM I / j TREE PLANTING DETAIL 95 215 F i / No scale I 95 SF /i 215 SF 215 SF / une diseased and i %5 SF broken branches I 95 SF I�o5 SF Water basin with 2"mulch Got acted to soil 215 SF j wat�r thoroug� � _ fertilize as rect�d 95 SF Planting hole min. twice size of root ball I 165 SF / NOT A PART / ®Ru�s�oR 215 SF I UNDER �,� s 4(o0 SF �. SHRUB PLANTING DETAIL / I \ / I No 5aale SEPARATE NOTES PERMIT) 105 5F z I. 5ubgrade5,including berms,to within I I/loth foot provided by I / 3 G I I eneral Contractor unless otherwise noted. O 1 I ,tea Z 2. 5ub d grae shall be scarified or rototilled if conditions require. 0.J®� 3. 4"depth 3-way topsoil or equal In all planting areas. 215 SF COFFEE 13 / // Z IS) 4. Dewitt pro 5 filter fabric weed barrier(ore vol) in all Planting beds. i 3 p 0. p 9 I 2,�� / W 5. 2"minimum depth washed rock in all planting beds. � /- I � Z 7 Q 6. All plant material shall be healthy,full and conform to American lio5 SF /�/� 215 SF Nursery and Landscape Association specifications. Z 7. Plant material or size or kind not available may be substituted /_/ O only with approval of Landscape Architect or Owner. 4(00 SF - I 0 5. All mass plantings shall have triangular spacing. Z 9. All tree pits shall be inspected to insure proper drainage. I 215 SF "' 10. Positive drainage shall be maintained.Mound planting areas minimum 6". 1(05 SF / II. Landscape Contractor shall maintain site until Final Inspection and ICd5 SF I acceptance b Owner. 95 SF p y > 65 SF I 4 PLANT LIST I I 1 I I © k L BOTANICAL/COMMON allANTITY 51ZF CONDITION �08 >Z 215 SF HzNa Fraxinus pennsylvanica Gimmzam'/ IS 2"caliper Bog III I I(o5 SF 5 SF \ 3 � I N3m wGimmaro Ash 5 SF I65 SF Prunus fe Thundercloud'/ 15 475 SF 95 SF Thundercloud Plum/ 2"caliper ggg 305 SF 65 SF Prunus serrulata 'Kwanzan' 10 2"caliper ggg I65 SF 355 SF 460 SF Kwanzan Cherry o ^ Acer 0Imatum '5argo Kaku'/ 54B "/' /// ij i//� �i/i/ �i i- i-/// ///j i' // SF p 10 uOQ Songo Kaku Japanese Maple Viburnum t.'Spring Bouquet' / 57 5 gallon full 4 bushy Spring Bouquet Viburnum -- — — — + — i i,/ i /, /i i / i — / OP Spirea x bum. 'Anthony Waterer./ 19 5 gallon full 4 bushy �.__ _ _ — Y — = SC-UJE T— — — — —— — — � — — — — — — — Z w m Anthony Waterer Bumald Spirea L — — — — — — — ►� LECTRICAL _ EASEMENT_ ® Thu)a 0. 'Emerald Green'/ 14 6' B4B — — — — — — — _ _ — — — —w c� ^ U m' Emerald green arborvitae — — — — — — Sp Sp so Sv _�—c FBI W Prunus L. 'Otto Luyken'/ 11'1 21" full 4 bushy Otto Luyken Laurel [� W I I � ® Azeleo Hind Crimson 55 2 gallon full 4 bushy 204TN JT, NE 0 Azelea Purple Splendor 42 2 gallon — — — — — — — — Q g full 4 bushy — — — — — — — — — — — U �. N � 0 Nandina domestics 'Moon Bay'/ 41 2 gallon full 4 bushy z o �75 Moon Bay Heavenly Bamboo NOTE Z 1 Q o 0 Erica Cornea Ping Spangles/ 205 1 gallon full 4 bushy AN AUTOh1ATIG IRRIGATION w Heather SYSTEM WILL BE INSTALLED LAND&CAFE FLAN o Llorop mvscorl/ 155 1 gallon full 4 bushy FOR ALL PLANTINGx C AREAS. SALE: I''=20' Blue Lnyturf VEHICLE AREA SHADE Sheet PLAN Arctostaphylos uva-ursi/ 550 4"pots full VEHICLE AREA......................_... 46,131 SF kinnickinnik 0 pots ...._......._............_......._.... REOUIRED 20 o SHADED AREA....................9,026 SF NORTH O 10' 20' 40' Sodded Lawn SHADED AREA PROVIDED................................9,180 SF Confirm all plant q,uantitles New Building For BARTELL DRUGS By EDG Commercial Real Estate At Ridge Plaza Snoqualmie, WA 98065 0 a a CONCRETE AND MASONRY ANCHORS(BOLTS,THREADED TIMBER NOTE TO MECHANICAL AND ELECTRICAL TRADES RODS AND REBAR DOWELS) GRADES&STRESSES SHALL CONFORM WITH LATEST EDITION OF"WESTERN LUMBER GRADING CONTRACTOR SHALL SUBMIT PLANS SHOWING LOCATION,LOAD AND ANCHORAGE GENERAL NOTE DRILLED IN EXPANSION ANCHORS: RULES",W WPA OR"STANDARD NO.17 GRADING RULES FOR WEST COAST LUMBER",WCLIB.ALL OF ALL HANGERS SUPPORTING ANY MECHANICAL,ELECTRICAL,PLUMBING CONCRETE HILTI KWIK BOLT TZ PER ESR-1917 LUMBER S4S AND S-DRY UNLESS NOTED OTHERWISE. OR SPRINKLER LOADS IN EXCESS OF 50 POUNDS.ANY ROOF MOUNTED i THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE-ASTM'S NOTED ARE TO BE LATEST CMU HILTI KWIK BOLT 3 PER E8R-1385 UNLESS NOTED OTHERWISE,USE THE FOLLOWING: EQUIPMENT SHALL BE INCLUDED IN THESE PLANS AND SHALL SHOW LOADS EDITION. ADHESIVE ANCHORS: 4X PLATES,BLOCKING&LEDGERS D.F.#2 AND LOCATIONS.THESE SHALL BE SUBMITTED TO ENGINEERS NORTHWEST CONCRETE HILTI HIR-RE500-SO PER ESR-2322 LUMBER NOT NOTED TO BE D.F.42 OR BETTER FOR APPROVAL PRIOR TO INSTALLATION OF ANY OF THIS EQUIPMENT.ALL 1.DESCRIPTION CMU HILTI HY 150 MAX PER EBB-1967 EACH PIECE SHALL BEAR A VALID GRADE STAMP THAT IS NOT TO BE REMOVED.BOLT HEADS AND DETAILS OF CONNECTIONS TO THE STRUCTURE FOR EQUIPMENT SHALL BE Building Name&Site Location-Bartell Drugs-Snoqualmie,WA MASONRY HILTI HIT-HY70PERESR-3342 NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS.ALL WOOD IN BY THE SUPPLIER OF THAT EQUIPMENT.IF THE BUILDING DEPARTMENT 5 CAST IN PLACE ANCHORS: CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED.ALL NAILS TO BE COMMON REQUIRES A SUBMITTAL REGARDING THE DESIGN OF THESE DETAILS,IT Z 2.DESIGN CODE AND STANDARDS CONCRETE EMBED PER IBC TABLE 1908.2 NAILS,UNLESS INDICATED OTHERWISE.NO SUBSTITUTION OF OTHER SPECIES FOR DOUGLAS FIR WILL BE THE RESPONSIBILITY OF THE EQUIPMENT SUPPLIER TO PROVIDE Applicable Code(Edition/Name)-2015 International Building Code(IBC) CMU EMBED 7 BOLT DIAMETERS.PROVIDE Y.INCH OF GROUT BETWEEN BOLT& ALLOWED. THIS SUBMITTAL. F Other documents referenced by these notes shall be the specific edition referenced by the building code SCREW ANCHORS: specified above,or if not specified,shall be the latest edition. CONCRETE HILTI KWIK HUS-EZ(KH-EZ)AND HUS-EZ I(KH-EZ 1)PER ESR-3027 ALL FASTENERS,CONNECTORS,AND ANCHORS IN CONTACT WITH PRESSURE TREATED WOOD SPECIAL CONDITIONS m r o Code supplement&Date-ASCE 7-10 CMU HILTI KWIK HUS-EZ SHALL BE STAINLESS STEEL,ZMAX(G185 HDG PER ASTM A653),HOT-DIP GALVANIZED CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE (KH-EZ)PER ESR-3056 (HDG)PER ASTM A123 FOR CONNECTORS AND ASTM A153 FOR FASTENERS,OR MECHANICALLY ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING 3.DESIGN LOADS GALVANIZED FASTENERS PER ASTM B695,CLASS 55 OR GREATER. CONSTRUCTION.CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD a.Roof Live Load See snow load. ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS AT TIME OF CHANGES PRIOR TO INSTALLATION. b.Snow Load Basic roof snow load-Pf=35 pat INSTALLATION PER ACI 318-11 SECTION D.2.2.INSTALLATION OF ADHESIVE ANCHORS HORIZONTALLY OR PROVIDE MIN.NAILING PER IBC TABLE 2304.9.1 UNLESS NOTED OTHERWISE.ALL HANGERS,TIES AND Thermal factor-Cl=1.0 UPWARDLY INCLINED TO SUPPORT TENSION LOADS SHALL BE PERFORMED BY CERTIFIED PERSONNEL IN CONNECTORS ARE SIMPSON.OTHER MANUFACTURERS WITH ICC-ES APPROVED LOAD CAPACITIES SHOP DRAWINGS Importance factor-Is=1.0 CONFORMANCE TO ACI 318-11 SECTION D.9.2.2. EQUAL TO OR GREATER THAN THAT SPECIFIED MAY BE USED.NAIL ALL HOLES WITH NAILS AS SUBMIT 4 SETS OF PRINTS(U.N.O.BY ARCHITECT)OR ELECTRONIC PDF FILES,OF Snow exposure factor-Ce=1.0 SPECIFIED BY MANUFACTURER.CUT NO HOLES IN ANY STRUCTURAL FRAMING WITHOUT ENGINEERS SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS D m FOLLOW INSTALLATION PROCEDURES OF ESR REPORT AND MANUFACTURER'S INSTRUCTIONS.PROVIDE APPROVAL,EXCEPT THAT 1-INCH DIAMETER HOLES MAY BE DRILLED IN 2X STUDS AND PLATES-NO c.Seismic Risk Category II REVIEWED&STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR: Ss=1.164,Si=0.431,le=1.0,Site Class"C"and SPECIAL INSPECTION AS NOTED AND/OR REQUIRED BY ESR REPORT.SUBSTITUTIONS ARE NOT ALLOWED MORE THAN ONE HOLE EVERY 6-INCHES. 'P1j b°j UNLESS WRITTEN APPROVAL BY ENW IS RECEIVED.SUBSTITUTIONS MUST BE SUBMITTED TO ENW FOR STRUCTURAL STEEL,MISCELLANEOUS STEEL,REINFORCING t pA Seismic Design Category="D" REVIEW PRIOR TO CONSTRUCTION.PROVIDE STAINLESS STEEL OR GALVANIZED ANCHORS FOR EXTERIOR STEEL,JOISTS,JOIST GIRDERS AND GLU-LAMS."SHOP DRAWINGS ARE AN Q SDS=0.776,SD1=0.397 APPLICATIONS AS REQUIRED.ANCHORS RATED FOR DRY INTERIOR CONDITIONS MAY NOT BE USED FOR SPRINKLER SUPPORT NOTES ERECTION AID,AND STRUCTURAL DRAWINGS SHALL TAKE PRECEDENT Equivalent Lateral Force procedure used. EXTERIOR APPLICATIONS PER EBB REPORT. 1. THE FOLLOWING CRITERIA IS A MINIMUM LEVEL REQUIRED.THE FIRE OVER THE SHOP DRAWINGS..'. Mach&Refrigeration unitl loads will be picked up at the point of the units PROTECTIONDESIGNER/DRAWINGS MAY SET FORTH MORE STRINGENT REQUIREMENTS AT THEIR and transferred into the lateral system. STRUCTURAL STEEL DISCRETION.REFER TO DRAWINGS FOR THE MAXIMUM LOAD THAT THE ROOF TRUSSES CAN ABBREVIATIONS Sprinkler lines will be braced to[op of girders or[op of steel truss,by the sprinkler SUPPORT WITH A PARTICULAR TYPE OF HANGER. ALL WORK IN ACCORDANCE WITH"AISC SPECIFICATION FOR STRUCTURAL STEEL ARCH. ARCHITECT contractor. 2a.ALL SPRINKLER PIPE LARGER THAN 3"NOMINAL DIAMETER IS TO BE CONSIDERED A"MAIN"FOR BUILDINGS(AISC 360-10),AND THE"CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BAL. BALANCE d.Wind Load Risk Category II THE PURPOSE OF THESE NOTES. BRIDGES"AUGUST 25,2010.STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: B.OR BO7. BOTTOM Basic wind speed(3 sec.gust)VOLT=110(mph),VASD=85 mph WIDE FLANGE SHAPES ASTM A 992 (Fy=50,000 PSI) b THE BIDS FOR BOTH THE SPRINKLER .JOISTS ARE C INCLUDE ALL HANGERS,BRACES,ETC.,AND BLDG. BETWEEN Exposure B ACCOUNT FOR THE LOADS INDICATED.FIRE PROTECTION DESIGNER IS RESPONSIBLE FOR BLDG. BUILDING OTHER SHAPES&PLATES ASTM A 36 (Fy=36,000 PSI) Importance factor Iw=1.0. COORDINATING THEIR DESIGN WITH THE TYPE OF SUPPORTING MEMBERS TO BE USED FOR BRG. BEARING W e.Dead loads Weight ei ht of structure. TUBE SHAPES ASTM A 500,GRADE B (Fy=46,000 PSI) g PIPE SHAPES ASTM A 53,TYPE E OR S,GRADE B (Fy=35,000 PSI) SUPPORT OF THEIR LINES(I.E.OWJ,TRUSS-PURLINS,GIRDERS,ETC.) C.I.P. CAST IN PLACE WELDHEAD STUDS ASTM A 108 (Fy=50,000 PSI) 3a. ALL MAINS RUNNING PERPENDICULAR TO THE JOISTS ARE TO BE VERTICALLY SUPPORTED C.J. CONSTRUCTION JOINT +j OSHA STANDARDS NO FARTHER APART THAN AT EVERY OTHER JOIST. CL CENTERLINE ANCHOR BOLTS ASTM F 1554,GRADE 36 (Fy=36,000 PSI) THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA HIGH STRENGTH BOLTS ASTM A 325 b.EACH JOIST THAT IS CROSSED BY A MAIN IS TO BE DESIGNED FOR THE VERTICAL SUPPORT LOAD CUR. CLEAR CO STANDARDS.THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY BASE PLATE GROUT ASTM C 1107 BASED I N SUPPORTS AT EVERY OTHER JOIST. CMU CONCRETE MASONRY UNIT }I NONCOMPLIANCE WITH OSHA STANDARDS,TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S 4. ALL MAINS RUNNING PARALLEL TO THE JOISTS MUST BE: COL. COLUMN iA MEANS AND METHODS.THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE BOLTS: ALL STRUCTURAL STEEL BOLTED CONNECTIONS ARE ASTM A 325 TYPE N CONNECTIONS a. PLACED MID-WAY BETWEEN TWO JOISTS&BE TRAPEZED SO EACH JOIST SUPPORTS CONC. CONCRETE W SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION.THE GENERAL HALF THE LOAD. C.S.J. CLOSURE STRIP JOINT -BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE.CONNECTIONS ARE NON-SLIP CLOSURE FIR CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON CRITICAL AND BOLTS NEED TO BE TIGHTENED"SNUG TIGHT"ONLY,UNLESS OTHERWISE b. SUPPORTED AT 10'-0"O/C MAXIMUM. D.F.D. EACH THIS PROJECT. NOTED.PROVIDE WASHERS AT OUTER PLY$ WITH SLOTTED HOLES.INSTALL 5. USE THE FOLLOWING WEIGHTS FOR SPRINKLER VERTICAL SUPPORT DESIGN: E.E. EACH END /R PIPE WT.PER �V A 325 BOLTS IN ACCORDANCE WITH"SPECIFICATION FOR STRUCTURAL JOINTS USING E.F. EACH FACE FOUNDATION ASTM A 325 OR A 490 BOLTS".(12/31/09) SIZE FOOT VERTICAL JOIST LOAD EXAMPLE: E.J. EXPANSION JOINT THE FOUNDATION WAS DESIGNED WITH AN ALLOWABLE SOIL BEARING CAPACITY OF 2500 PSF,IN WELDS: ALL WELDING TO CONFORM WITH AWS D1.1"STRUCTURAL WELDING ODE-STEEL".WELDS 8" 514 GIVEN:8"DIAMETER MAIN TRUSSES @ 5'O/C EL.OR ELEV. ELEVATION ACCORDANCE WITH SOILS REPORT 2015-177 DATED DECEMBER 18,2015 PREPARED BY THE RILEY NOT SPECIFIED SHALL BE W CONTINUOUS FILLET MINIMUM.ALL WELDS BY WABO 6" 32# FIND:JOIST DESIGN LOAD E.N.W.OR ENW ENGINEERS NORTHWEST GROUP,INC.THE SITE SHALL BE PREPARED PER SOILS ENGINEER RECOMMENDATIONS.ALL CERTIFIED WELDERS.USE LOW HYDROGEN FILLER METAL WITH A MINIMUM TENSILE 5" 24# SOLN:514/FT X 10'=510# EQ. EQUAL FOOTINGS AND SLABS SHALL BEAR SOLELY ON MATERIAL PREPARED PER SOILS REPORT.ALL STRENGTH OF 70 KSI.ALL WELDED JOINTS SHALL BE AWS PREQUALIFIED.WELDHEAD 4" 17# ADDN'L PER NFPA#13=250# E.S. EACH SIDE ENGINEERED FILL AND BACKFILL TO BE COMPACTED PER SOILS ENGINEER RECOMMENDATIONS.THE STUDS(WHS)ARE TO BE MACHINE WELDED WITH PROPER EQUIPMENT AS REQUIRED BY 3-1/2" 14# 760#/HGR E.W. EACH WAY MAXIMUM DENSITY SHALL BE DETERMINED BY SOILS ENGINEER.ALL EXTERIOR FOOTINGS TO BE MANUFACTURER.COORDINATE WORK WITH JOIST MANUFACTURER.SEE SPECIFICATIONS ALL HANGERS TO BE DESIGNED,SUPPLIED&INSTALLED BY THE SPRINKLER SUPPLIER. F.O. FACE OF FOUNDED 18"MIN.BELOW FINAL GRADE.A COEFFICIENT OF FRICTION OF 0.30 BELOW FOOTINGS AND FOR ITEMS TO BE GALVANIZED.ALL STEEL ERECTION,INCLUDING OPEN WEB JOISTS AND 6. SPRINKLER LATERAL SWAY BRACING,FOR SEISMIC DESIGN CATEGORY C,D,E,F(AT 90 DEGREES F. C. FACE OF CONCRETE PASSIVE EARTH PRESSURE OF 250 PCF.FOR CANTILEVERED RETAINING WALLS WITH LEVEL BACK MEDAL DECK SHALL BE IN ACCORDANCE WITH THE CURRENT OSHA STEEL ERECTION TO 2-1/2"NOM.DIA.&LARGER PIPE)TO BE: F.O.S. FACE OF STUD CO U a SPACED A MAXIMUM OF 40 FT OR AS ALLOWED BY N.F.P.A.#13 F.O.W. FACE OF WALL FILL USE AN ACTIVE PRESSURE OF 35 PCF . . . . . . .(USE NON-EXPANSIVE GRANULAR BACK FILL PER SOILS STANDARD.REP RT AND A FTG. FOOTING ,^ b.BRACED FROM THE MAIN TO SUPPLIER. GA. GAGE A ROOF STRUCTURAL MEMBER WITH CONNECTIONS DESIGNED& v REPORT) FOR SLAABB PSGSURCHARGEWHERETRUCK TRAFFICCANOCCUR.SEE ARCH.AND SOILS ON GRADE UNDERLAYMENT.ALL EXTERIOR SIDEWALK AND INTERIOR SLABS DO NOT PLACE ANY CONSTRUCTION LOADS ON MEMBERS UNTIL THEIR CONNECTIONS ARE INSTALLED BY THE SPRINKLER GALV. HOT DIP GALVANIZED c.DESIGNED FOR A LATERAL LOAD OF THE WEIGHT PER FOOT OF WATER FILLED PIPE TIMES THE SHALL BEAR ON SOILS PREPARED PER AND APPROVED BY SOILS ENGINEER. COMPLETE.ALL STEEL EXPOSED TO THE ELEMENTS SHALL BE HOT-DIPPED GALVANIZED. G.L.B. GM BEAM MEMBERS DESIGNATED"POSTS"ARE NOT DESIGNED TO CARRY THE OSHA 300 POUND ECCENTRIC SWAY BRACE SPACING,PLUS THE WEIGHT OF TRIBUTARY BRANCH LINE WATER FILLED PIPE. G.W.B. GYPSUM WALL BOARD L0 CONCRETE LOAD. d.CROSS MAIN BRACING MUST BE ADEQUATELY FASTENED TO THE MAIN FRAME BEAMS. H.OR HORIZ. HORIZONTAL Ix CD F'c=3000 PSI @ 28 DAYS 5-1/2 SACKS MINIMUM CEMENT PER CUBIC YARD FOR ALL CONCRETE. 7. THE SPRINKLER DESIGNER IS TO PROVIDE THE CONTRACTOR,ARCHITECT,ENW&THE ROOF H.F. HEM-FIR E CD USE TYPE I CEMENT.FOR SPECIAL CONDITIONS ANOTHER TYPE MAY BE REQUIRED.SUBMIT FOR STEEL JOIST&JOIST GIRDERS SUPPLIER WITH LOCATIONS AND DETAILS OF HANGER AND SWAY BRACE ATTACHMENTS WITH H.S.S. HOLLOW STRUCTURAL SECTION Q 00 APPROVAL.ULTIMATE STRENGTH DESIGN METHOD USED.MIXING AND PLACING OF ALL CONCRETE DESIGN AND FABRICATE IN ACCORDANCE WITH"STANDARD SPECIFICATIONS FOR OPEN WEB STEEL THEIR DESIGN LOADS,SO THESE LOADS CAN BE DESIGNED INTO THE JOISTS,ETC. I.B.C. INTERNATIONAL BUILDING CODE L O 0) 8. THE SPRINKLER CONTRACTOR/DESIGNER SHALL SUBMIT: I.C.C. INT'L.CODE COUNCIL AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE ACI CODE 318.PROPORTIONING JOIST,K SERIES",STANDARD SPECIFICATIONS FOR LONGSPAN STEEL JOISTS,LH-SERIES,AND DEEP a.PLAN WITH LOCATIONS AND LOADS OF ALL HANGERS. I.F. INSIDE FACE O J U Q OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WITH 4" LONGSPAN STEEL JOISTS,DLH SERIES","STANDARD SPECIFICATIONS FOR JOIST b.DETAILS AND CAPACITIES OF ALL HANGERS USED. INC. INCLUDING L N MAXIMUM SLUMP(UNLESS SUPERPLASTICIZERS AND/OR WATER REDUCING AGENTS ARE USED) GIRDERS",AND"RECOMMENDED CODE OF STANDARD PRACTICE FOR STEEL JOISTS AND JOIST I.S. INSIDE FACE WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER.FOR GIRDERS",STEEL JOIST INSTITUTE(SJI).PROVIDE BRIDGING AND CAMBER AS REQUIRED BY K KIP(1000 POUNDS) ADMIXTURES SEE SPECIFICATI INSPECTIONS ARE TO BE PER THE CODE INDICATED ABOVE AND ARE TO BE BY AN INDEPENDENT LEG W ONS.MAXIMUM WATER/CEMENT RATIO=0.49.PROVIDE 3/4"CHAMFER SPECIAL INSPECTIONS C N STANDARD SPECIFICATIONS.DESIGN JOISTS AND JOIST GIRDERS FOR ALL LOADS SHOWN ON PLANS L.W. LONG •- C AT ALL EXPOSED EDGES,UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS.WATER OR AS REQUIRED.DESIGN TOP CHORDS FOR DRAG LOADS AS NOTED.DESIGN WEB MEMBERS FOR L.L.H. LONG LEG HORIZONTAL CURING SHALL BE USED.AIR ENTRAIN ALL HORIZONTAL CONCRETE EXPOSED TO WEATHER WITH 3% IN PLANE SHEAR FORCES AS NOTED.ONE THIRD INCREASE MAY NOT BE USED FOR LATERAL LOADS TESTING LAB APPROVED PRIOR TO STARTING CONSTRUCTION BY THE BUILDING DEPT.AND THE L.L.V. LONG LEG VERTICAL C TO 6%AIR BY VOLUME.LIMIT WATER CEMENT RATIO TO 0.45 AND USE TYPE V CEMENT WHERE IN COMBINATION WITH GRAVITY LOADS ONLY WHEN SPECIFICALLY NOTED ON PLANS.VERIFY ALL ARCHITECT.INSPECT ALL SHOP WELDING UNLESS THE SHOP IS CERTIFIED BY THE LOCAL BUILDING M.F.R. MANUFACTURER Z3 N W I) M SOILS"WATER SOLUBLE SULFATE"EXCEEDS 0.20 PERCENT BY WT.ADD NO WATER TO CONCRETE AT MECHANICAL,ELECTRICAL,AND OTHER SPECIAL LOADS WITH MECHANICAL,ELECTRICAL,AND OTHER DEPARTMENT. N.F. NEAR FACE SITE.IF INCREASED WORKABILITY IS REQUIRED,CONTRACTOR IS TO SUBMIT A MIX DESIGN THAT SPECIAL SUB-CONTRACTORS.PROVIDE SPECIAL CONNECTIONS AS SHOWN OR REQUIRED. FOUNDATION: SOILS ENGINEER TO INSPECT FOOTING EXCAVATIONS AND PROVIDE N.T.S. NOT TO SCALE O WILL ALLOW THE ADDITION OF A FIXED AMOUNT WATER REDUCING AGENT OR A FIXED AMOUNT OF MANUFACTURER SHALL DESIGN END SUPPORTS FOR SHORT BEARING LENGTH AS REQUIRED. COMPACTION TESTS AS NOTED ABOVE. oc ON CENTER \� J� SUPER-PLASTICIZER AT THE CONCRETE PLANT.DO NOT USE FLY ASH OR OTHER,NON-PORTLAND CONCRETE: TAKE CONCRETE CYLINDERS AS REQUIRED,VERIFY SLUMP AND O.F. OUTSIDE FACE 0 cocoC CEMENT,CEMENTUOUS MATERIALS IN CONCRETE FOR THIS PROJECT.ACI 306R IS TO BE FOLLOWED SUBMITTAL SHALL INCLUDE:BILL OF MATERIAL,PLACEMENT PLANS,CALCULATIONS,AND SJI PLANT STRENGTH.SPECIAL INSPECTION IS REQUIRED DURING THE TAKING OF O.S. OUTSIDE Z W W Q (n FOR COLD WEATHER CONCRETING.ACI 305R IS TO BE FOLLOWED FOR HOT WEATHER CONCRETING. APPROVAL.A CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE IN WHICH THE PROJECT TEST SPECIMENS AND PLACING OF ALL REINFORCED CONCRETE. O.T.O. OUT TO OUT REINFORCING: VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH THESE P.P.T. PRESERVATIVE THE TEST IN TESTING LAB MUST APPROVE THE CONTRACTORS METHOD COMPLIANCE AND CERTIFY THEIR IS TO BE BUILT SHALL STAMP AND SIGN THE CALCULATIONS.THIS SAME ENGINEER SHALL REVIEW PRESSURE TREATED Q rT APPROVAL WITH EACH CONCRETE TEST CYLINDER THEY CAST.TESTING LAB TO NOTIFY THE THE PLACEMENT PLANS TO ASSURE CORRELATION BETWEEN PLACEMENT PLANS AND DRAWINGS.CHECK FOR REQUIRED COVER,SIZE,SPACING,LAP AND w SPECIAL INSPECTION IS REQUIRED DURING THE PLACING OF PL PLATE rn ARCHITECT IMMEDIATELY BY OF ANY NONCOMPLIANCE. CALCULATIONS.PLACEMENT PLANS SHALL SHOW MARK NUMBER,ORIENTATION AND LOCATION OF GRADE. REINF. REINFORCING W N ALL PIECES.INCLUDE ALL DESIGN LOADS,BRIDGING AND BRACING REQUIREMENTS,SPECIAL REINFORCING STEEL. REM. REMAINDER L Lh REINFORCING STEEL CONNECTIONS AND BEARING DETAILS. R.O. ROUGH OPENING F N USE DEFORMED CONCRETE REINFORCING STEEL CONFORMING WITH ASTM WELDING: SPECIAL INSPECTION IS REQUIRED DURING ALL STRUCTURAL WELDING. SECT. SECTIONS Q In A 615,GRADE 60(fy=60,000 PSI).LAP CONTINUOUS REINFORCING BARS PER DO NOT BEGIN FABRICATION UNTIL SUBMITTAL HAS BEEN REVIEWED.OBTAIN WRITTEN APPROVAL INSPECT TO FIELD WELDING-VERIFY CERTIFICATION OF WELDERS. SIM. SIMILAR za SCHEDULE,2'-0"MIN.UNLESS NOTED OTHERWISE.PROVIDE CORNER BARS 2'-0"MIN.BEND FOR ALL CONTRACTOR SHALL PAY FOR RSPECT NG AND L NOTIFY T RU T ALL S.J. SHRINKAGE JOINT TO FABRICATE PRIOR TO SUBMITTAL OF CALCULATIONS.CONTRACTOR WILL BE RESPONSIBLE FOR U ❑ ( ) WELDS NOT MEETING SPECS.INSPECTOR SHALL NOTIFY STRUCTURAL STL. STEEL N HORIZONTAL REINFORCEMENT.DETAIL STEEL IN ACCORDANCE WITH"ACI MANUAL OF STANDARD ANY DISCREPANCIES BETWEEN BILL OF MATERIAL AND CALCULATIONS. ENGINEER OF WELDS NOT MEETING SPECS. PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES".WELDED WIRE FABRIC(WWF)TO SW S CONE O CONFORM WITH ASTM A 185.REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS EXCEPT COORDINATE WORK WITH STRUCTURAL STEEL FABRICATOR.MANUFACTURER SHALL BE A SJI .EXPANSION SVMM. SYMMETRICAL &MASONRY ANCHORS T. TOP rf1 STIRRUPS AND TIES SHALL HAVE 135 DEGREE ACI SEISMIC HOOKS. APPROVED PLANT WITH AT LEAST 5 YEARS EXPERIENCE. &DRILLED-IN DOWELS:COPY OF ICE REPORT FOE ANCHORS OR ADHESIVE SYSTEM USED T.O. TOP OF N N N COVER TO REINFORCEMENT: MUST BE AVAILABLE AT JOB SITE.VERIFY ANCHORS OR ADHESIVE T.O.B. TOP OF BEAM r�1 NONPRESTRESSED CAST-IN-PLACE CONCRETE (INCHES) ON COMPLETION OF THIS WORK SUBMIT ELECTRONIC COPY OF THE FINAL REVISION OF THE SHOP SYSTEM INSTALLATION IN ACCORDANCE WITH REPORT. T.O.F. TOP OF FOOTING N W CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH............................................3 DRAWING PLANS FOR THE ENGINEER'S AND OWNER'S PERMANENT RECORD. T.O.S. TOP OF STEEL FORMED SURFACES STEEL: IN ACCORDANCE WITH TABLE 1704.3 OF IBC AND REFERENCED STANDARDS. TOP OF SLAB 3 EXPOSED TO EARTH OR WEATHER...............#6 AND LARGER...................................2 STEEL ROOF DECK CONTINUOUS INSPECTION: SIMILAR PLACES #5 AND SMALLER.............................1-1/2 VERCO HSB-36 OR PLB-36 "HIGH X T.O.W. TOP OF WALL 0 Lid NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND ASTM A 653,SS,GRADE 50,,WITH MINIMUM TYPICAL A7 ALL o F IT WIDE GALVANIZED STEEL ROOF DECK.CONFORM WITH SLIP-CRITICAL(SC)HIGH STRENGTH BOLTED CONNECTIONS. TYP,YIELD STRENGTH Fy=35,000 psi WITH G60 GALVANIZED COMPLETE AND PARTIAL PENETRATION GROOVE WELDS.NON-DESTRUCTIVE F SLABS,WALLS,JOISTS...................................14 AND LARGER...................................1-112 COATING.MATERIALS AND INSTALLATION SHALL ALSO CONFORM WITH ICC REPORT ESR-1735P.SEE TESTING IS REQUIRED FOR ALL COMPLETE PENETRATION WELDS-SHOP U.N.O. UNLESS NOTED OTHERWISE PLAN FOR DECK GAGE AND CONNECTIONS.SEE ARCH.FOR PRIME PAINT REQUIREMENTS.MINIMUM AND FIELD. V.E.F. VERTICAL EACH FACE #11 AND SMALLER................................3/4 w EFFECTIVE FUSION AREA OF PUDDLE WELDS MUST BE 3/8"BY 1"OR 5/8"DIAMETER.SEAM WELDS MULTIPASS FILLET WELDS. VERT. VERTICAL W W In SHOULD THE REINFORCING SUPPLIER AND/OR DETAILER CHOOSE TO USE SOFT METRIC,EACH AND V.F.F. VERTICAL FAR FACE EVERY REBAR CALLOUT MUST BE INDICATED WITH BOTH SIZES WITH THE IMPERIAL SIZE FIRST MUST BE A MINIMUM OF CHLORIDE O.COMPLY WITH AWS D1.3.USE NO CONCRETE CONTAINING SINGLE-PASS FILLET WELDS GREATER THAN AN INCH. VFV VERIFY J ADMIXTURES OF CHLORIDE OR CHLORIDE SALTS TT ROOF DECK.USE VERCO E CONSIDER WHERE WELDING OF REINFORCING IN INTERMEDIATE AND SPECIAL MOMENT V.I.F. VERTICAL INSIDE FACE THUS:"#4/#13"NO EXCEPTIONS.A CONVERSION TABLE ALONE IS UNACCEPTABLE.WE WILL CHECK INDICATED ON PLAN.OTHER ROOF DECKS AND ATTACHMENT PATTERNS MAY BE CONSIDERED FRAMES,BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE V.N.F. VERTICAL NEAR FACE J F dl THE SHOP DRAWINGS TO THE IMPERIAL SIZES ONLY.IT WILL BE THE RESPONSIBILITY OF THE PROVIDED THEY HAVE AN EQUIVALENT DIAPHRAGM STRENGTH AND STIFFNESS AND GRAVITY LOAD SHEAR WALLS AND SHEAR REINFORCEMENT. V.O.F. VERTICAL OUTSIDE FACE N REINFORCING SUPPLIER AND THE GENERAL CONTRACTOR TO VERIFY THAT ALL CONVERSIONS TO CAPACITY. PERIODIC INSPECTION: w/ WITH W W _ F METRIC SUPPLY AT LEAST THE SAME AREA OF STEEL AS THE IMPERIAL. VERIFY HIGH-STRENGTH BOLT IDENTIFICATION MARKINGS CONFORM TO w/o WITHOUT LIGHT GAGE STEEL FRAMING SPECIFIED ASTM STANDARDS.REVIEW OF MANUFACTURER'S CERTIFICATE W.H.S. WELD HEAD STUD ❑ REINFORCING STEEL WELDING OF COMPLIANCE. @ AT CENTER LINE PLATE In AND TRACKS CONFORM WITH ASTM C 955.MATERIAL CONFORM WITH ASTM A 653,GRADE 33 I USE ASTM A 706 GRADE 60(fy=60000 PSI)FOR ANY REINFORCING THAT IS TO BE WELDED.FOLLOW FOR 18 GAGE AND LIGHTER,GRADE 50 FOR 16 GAGE AND HEAVIER.GALVANIZED PER G60.SIZES AS INSTALLATION OF BEARING-TYPE BOLTED CONNECTIONS. PROCEDURES OF ANSI/AWS D7.4,"STRUCTURAL WELDING CODE-REINFORCING STEEL".USE E 80XX NOTED ON DRAWINGS. SINGLE-PASS FILLET WELDS 5/16-INCH OR LESS. W W LOW HYDROGEN ELECTRODES CONFORMING TO ANSI/AWS A5.1 OR A5.5.DO NOT WELD FLOOR AND ROOF DECK WELDS. REINFORCING IF TEMPERATURE IS BELOW 32 DEGREES FAHRENHEIT.MAINTAIN A MINIMUM PREHEAT COLD-FORMED STEEL FRAME WELDING. AND INTERPASS TEMPERATURE OF 50 DEGREES FAHRENHEIT FOR NO.7 THROUGH NO.11 BARS.DO GLU-LAMINATED WOOD MEMBERS w GLU-LAMINATED WOOD BEAMS,COAST REGION DOUGLAS FIR CONFORMING WITH ANSI/AITC A190.1-07 WELDING OF STAIRS AND RAILINGS. O y NOT WELD NO.14 AND NO.18 BARS.DO NOT WELD WITHIN 3-INCHES OF BENDS.LET BARS COOL AND AITC 117-10 OF APA-EWS Y117.USE COMBINATION EWS 24F-V4(DF/DF)Fb=2400,F.=190 PSI WELDING OF STUDS. Z Q NATURALLY TO AMBIENT TEMPERATURE AFTER WELDING;DO NOT QUENCH.USE WABO CERTIFIED FOR SIMPLE SPAN BEAMS AND COMBINATION EWS ION E S 24 F)Fb=2400,Fvx=190 PSI FOR VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM �/ o WELDERS.PROVIDE SPECIAL INSPECTION PER CODE.SUBMIT MILL CERTIFICATES. A-706. `L CANTILEVERED BEAMS.BOTTOM LAM TO BE FREE OF UNSOUND KNOTS LARGER THAN 1/2" m DIAMETER.MATERIAL MUST BE OBTAINED FROM AN APPROVED FABRICATOR.ALL GLU-LAM BEAMS WELDING OF REINFORCING STEEL OTHER THAN THAT REQUIRING J Q SHALL FIT SNUG AND TIGHT IN THEIR CONNECTIONS AND DEVELOP FULL BEARING AS INDICATED. CONTINUOUS INSPECTION. PROVIDE AITC OR APA-EWS STAMP ON EACH MEMBER AND SUBMIT AITC OR APA-EWS CERTIFICATE. STEEL JOINTS AND CONNECTIONS FOR COMPLIANCE WITH PLANS. Sheet ADHESIVE TO BE"WET USE".INDUSTRIAL APPEARANCE GRADE. WELDHEAD STUDS: VERIFY THAT STUDS ARE PROPERLY INSTALLED BOTH IN FIELD AND ON SHOP FABRICATIONS.INSPECTION SHALL INCLUDE BENDING A MINIMUM OF rT, TWO STUDS AT EACH SET UP IN ACCORDANCE WITH TRW NELSON'S F+i RECOMMENTDATIONS. �W [')O. 2012 IBC TABLE 1705.2.2 REQUIRED VERIFICATION & INSPECTION OF STEEL 2012 IBC TABLE 1705.6 CONSTRUCTION OTHER THAN STRUCTURAL STEEL REQUIRED VERIFICATION & INSPECTION OF SOILS VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFRENCED STANDARD VERIFICATION AND INSPECTION TASK CONTINUOUS DURING TASK LISTED PERIODIC DURING TASK LISTED O 1.MATERIAL VERIFICATION OF COLD-FORMED STEEL DECK: 1.VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE - X THE DESIGN BEARING CAPACITY. a a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS X APPLICABLE ASTM SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. MATERIAL STANDARDS 2.VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED - X o b.MANUFACTURER'S CERTIFIED TEST REPORTS. ---- X PROPER MATERIAL. i 2.INSPECTION OF WELDING: 3.PERFORM CLASSIFICATION AND TESTING X OF COMPACTED FILL MATERIALS. a.COLD-FORMED STEEL DECK: 4.VERIFY USE OF PROPER MATERIALS, 1.)FLOOR AND ROOF DECK WELDS. ---- X AWS D1.3 DENSITIES AND LIFT THICKNESSES X z DURING PLACEMENT AND COMPACTION OF __- b.REINFORCING STEEL: COMPACTED FILL. F 1.)VERIFICATION OF WELDABILITY OF REINFORCING _ X - _ 5.PRIOR TO PLACEMENT OF COMPACTED STEEL OTHER THAN ASTM A 706. FILL,OBSERVE SUBGRADE AND VERIFY X THAT SITE HAS BEEN PREPARED PROPERLY. 2012 IBC TABLE 1705.3 �� ' REQUIRED VERIFICATION & INSPECTION OF CONCRETE CONSTRUCTION 2012 IBC LEVEL B REQUIRED VERIFICATION&INSPECTION OF MASONRY CONSTRUCTION o VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFRENCED IBC MINIMUM TESTSSTANDARD REFRENCE 1.INSPECTION OF REINFORCING STEEL,INCLUDING VERIFICATION OF SLUMP FLOW AND VISUAL STABILITY INDEX(VSI)AS DELIVERED TO THE PROJECT SITE PRESTRESSING TENDONS,AND PLACEMENT. --- X ACI 318:3.5,7.1-7.7 1910.4 IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.5 B.i.b.3 FOR SELF CONSOLIDATING GROUT 2.INSPECTION OF REINFORCING STEEL WELDING IN VERIFICATION OF f.AND f-IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.413 PRIOR TO CONSTRUCTION,EXCEPT WHERE SPECIFICLLY ACCORDANCE WITH TABLE 1705.2,ITEM 2b. AWS D1.4 EXEMPTED BY THIS CODE ACI 318:3.5.2 3.INSPECT BOLTS TO BE INSTALLED IN CONCRETE MINIMUM INSPECTION PRIOR TO AND DURING PLACEMENT OF CONCRETE ACI 318:8.1.3.,21.1.8 1908.5 W WHERE ALLOWABLE LOADS HAVE BEEN INCREASED X 1909.1 OR WHERE STRENGTH DESIGN IS USED. FREQUENCY OF INSPECTION REFERENCE FOR CRITERIA !R 4.INSPECTION OF ANCHORS INSTALLED IN HARDENED __ ACI 318:3.8.6, INSPECTION TASK CONCRETE MEMBERS. X AC �V I 318:8.1.3,21.1.8 1909.1 CONTINUOUS PERIODIC TNS 402/ACI 530/ TNS 602/ACI 530.1/ ,^ ASCE 5 ASCE 6 W 5.VERIFYING USE OF REQUIRED DESIGN MIX. ACI 318:CH.4 1904.2, ---- X ACI 318:5.2-5.4 1910.2, 1.VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS ----- X --- ART.1.5 1910.3 2. AS MASONRY CONSTRUCTION BEGINS,VERIFY THATTHE FOLLOWING ARE 6.AT THE TIME FRESH CONCRETE IS SAMPLED TO ASTM C 172 IN COMPLIANCE: FABRICATE SPECIMENS FOR STRENGTH TESTS, X --- ASTM C 31 1910.10 PERFORM SLUMP AND AIR CONTENT TESTS,AND DETERMINE THE TEMPERATURE OF THE CONCRETE. ACI 318:5.6,5.8 a.PROPORTIONS OF SITE-PREPARED MORTAR. -- X ---- ART.2.1,2.6A N 7.INSPECTION OF CONCRETE AND SHOTCRETE 1910.6 b.CONSTRUCTION OF MORTAR JOINTS. ----- X --- ART.3.3B LIB PLACEMENT FOR PROPER APPLICATION X ---- ACI 318:5.9,5.10 1910.7 cu TECHNIQUES. 1910.8 c.GRADE AND SIZE OF PRESTRESSING TENDONS AND ANCHORAGES. - X --- ART.2.413,2.4H 8.INSPECTION FOR MAINTENANCE OF SPECIFIED X ACI 318:5.11-5.13 1910.9 d.LOCATION OF REINFORCEMENT,CONNECTORS,PRESTRESSING TENDONS •i CURING TEMPERATURE AND TECHNIQUES. ANDANCHORAGES. --- X ART.3.4,3.6A '^ 9.ERECTION OF PRECAST CONCRETE MEMBERS. ---- X ACI 318:CH.16 --- e.PRESTRESSING TECHNIQUE. ----- X --- ART.3.613 L17 10.IN FORMWORK FOR SHAPE,LOCATION AND FOR FIRST AFTER FIRST (9 DIMENSIONS OF THE CONCRETE MEMBER BEING ---- X ACI 318:6.1.1 ___ f.PROPERTIES OF THIN-BED MORTAR FOR AAC MASONRY X 5000k' X 5000k' --" ART.2.1C E O FORMED. 3.PRIOR TO GROUTING VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: O O 00 a.GROUT SPACE ----- X ---- ART.3.2D,3.2F O _j U LL 2012 IBC REQUIRED VERIFICATION & INSPECTION OF STEEL CONSTRUCTION b.GRADE,TYPE,AND SIZE OF REINFORCEMENT AND ANCHOR BOLTS, - X SEC.1.16 ART.2.4,3.4 0) V PRESTRESSING TENDONS AND ANCHORAGES. W V VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED D_ SRANDARD c.PLACEMENT OF REINFORCEMENT,CONNECTORS,AND PRESTRESSING X SEC.1.16 ART.3.2E,3.4,3.6A TENDONS AND ANCHORAGES 1.MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS,NUTS AND WASHERS: d.PROPORTIONS OF SITE-PREPARED GROUT AND PRESTRESSING GROUT X --- ART.2.613,2.4G.i.b -- A SC 360,SECTION A3.3 FOR BONDED TENDONS. a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS __-_- X AND APPLICABLE ASTM SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. MATERIAL STANDARDS e.CONSTRUCTION OF MORTAR JOINTS - X ART.3.313 Z W W Q (n b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED ----- X --- 4.VERIFY DURING CONSTRUCTION: N rrnn Ul Q a.SIZE AND LOCATION OF STRUCTURAL ELEMENTS ----- X ART.3.3F W N 2.INSPECTION OF HIGH-STRENGTH BOLTING: b.TYPE,SIZE AND LOCATION OF ANCHORS,INCLUDING OTHERS r N SEC.1.16.4.3, DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, - X 1 17 1 Q m a.SNUG-TIGHT JOINTS. ----- X FRAMES,OR OTHER CONSTRUCTION _ Q 3.MATERIAL VERIFICATION STRUCTURAL STEEL: c.WELDING OF REINFORCEMENT X -'-- N AND COLD-FORMED STEELL SEC.2.1.7.7.2,3.3.3.4 c,8.3.3.4(b 0 DECK: O d.PREPARATION,CONSTRUCTION,AND PROTECTION OF MASONRY DURING a.FOR STRUCTURAL STEEL,IDENTIFICATION MARKINGS X AISC 360,SECTION M5.5 COLD WEATHER(TEMPERATURE BELOW 40-F(4.4-C))OR HOT WEATHER - X --- ART.1.8C,1.8D r�ff1I N TO CONFORM TO AISC 360. (TEMPERATURE ABOVE 90-F(32.2-C)) uJ r�ffII N N b.FOR OTHER STEEL,IDENTIFICATION MARKINGS TO e.APPLICATION AND MEASUREMENT OF PRESTRESSING FORCE. X ---- ART.3.66 uJ m APPLICABLE ASTM 0' CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED ----- X MATERIAL STANDARDS Q Q CONSTRUCTION DOCUMENTS. f.PLACEMENT OF GROUT AND PRESTRESSING GROUT FOR BONDED TENDONS X --- --- ART.3.5,3.6C 3 IS IN COMPLIANCE. c.MANUFACTURERS CERTIFIED TEST REPORTS. ----- X I I I Li U g.PLACEMENT OF AAC MASONRY UNITS AND CONSTRUCTION OF THIN-BED FOR FIRST AFTER FIRST 4. MATERIAL VERIFICATION OF WELD FILLER MORTAR JOINTS X 5000ft' X 5000k' ART.3.3B.8 Q MATERIALS: w 5. OBSERVE PREPARATION OF GROUT SPECIMENS,MORTAR SPECIMENS, ART.1.4B.2.a.3, W W to AND/OR PRISMS ----- X 1.46.2.b.3,1.4B.2.c.3, J a.IDENTIFICATION MARKINGS TO CONFORM TO AWS AISC 360,SECTION A3.5 1.4B.3 1.4B.4 SPECIFICATION IN THE APPROVED CONSTRUCTION ----- X AND APPLICABLE AWS J F m DOCUMENTS. A51DOCUMENTS W N O W b.MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED ----- ---- --- � - � 5. INSPECTION OF WELDING: E-1 C I to a.STRUCTURAL STEEL AND COLD-FORMED STEEL DECK: U W W w 0 U n u1 1.)PLUG AND SLOT WELDS X ---- W z � _1 2.)SINGLE-PASS FILLET WELDS<51i6" ----- X < 0 3.)FLOOR AND ROOF DECK WELDS --- X AWS D1.3 1 Q m b.REINFORCING STEEL: ----- ---- Sheet I� 1.)VERIFICATION OF WELDABILITY OF REINFORCING STEEL X OTHER THAN ASTM A706. W 2.)OTHER REINFORCING STEEL. ----- X TYPICAL MECH.UNIT CURB PER SUPPLIER ALL SIDES NOTE: 33'-11" 33'-9" 33'-8" CL 10'0" CIE TYPICAL. 1.)REINFORCING AT SUPPLY/RETURN OPNGS. F NOTE: NOT REQUIRED. 10'-0" 10'-0" MAX. CURB MAY BEAR DIRECTLY 2.)ATTACHMENT OF MECH.EQUIPMENT TO ,a ON JOIST WHERE APPLICABLE FRAMING BY OTHERS,TYP.U.N.O. a 3.)LOCATE PER ARCHITECT&MECHANICAL 6 JOISTS PER PLAN ENGINEER AS REQUIRED. 6"oc 4 4 3 PLAN SIDES 1/8 CL JOIST VFY.OPNG.SIZE &LOCATION WARCH&MECH. Z Z a _____ __________ ______ DECK PER PLAN 4 2 4 w F L PER L PER SCHEDULE L.L.V. TYP SCHEDULE. �' c COPE VERT.LEG NOTE: REINF.JOIST FULL HORIZONTAL LEG AS REQ'D. OLD 3/8" DIMENSIONS REQ'D.AT - - - - - MAX. SUPPORT.DO NOT CUT/ 7 1�Ro9 1" COPE HORIZONTAL LEG. ANGLE SCHEDULE p� L MAX.MECH.WT. PLAN SECTION o L4x3x 1/4 250#MAX. L4x4x 5/16 500#MAX. T- - -L5x31/2x5/16 L.L.V. 1000#MAX. - - - - -�- - - - - TYPICALROOF OPENING L6z31/2x3/BLL.V 500#MAX. & EQUIPMENT SUPPORT 2 2 3 NOTE: IN SKYLIGHT SUPPORT ANGLE(PER PLAN)CONNECTION AS PER ABOVEcu 5 -- - TOP CHORD GREATER THAN 6" uj PANEL POINTS O SEE NOTES 5 (TYP.) JOIST TOP CHORD —OPEN WEB CONCENTRATED LOAD CL PANEL POINT - ` STEEL JOIST b W 4— P.E.E. _ - - _�_ OF ANGLE Y M.B.Sco yam(\ •U 1 SEE"DIAGONAL O O O3 ® O BRACE DETAIL" ONE ADDED ANGLE CL PANEL POINT 4 4 BOT.CHORD PANEL JOIST BOT.CHORD E.S.OF JST.BY M.B.S. POINTS(TYP.) 4 2 4 E Ln 8 HANG WITHIN 6"OF ANY UPPER PANEL POINT FOR"K"SERIES JOIST. CONCENTRATED co GREATER THAN p 2 HANG WITHIN 6"OF ANY LOWER PANEL POINT FOR"K"SERIES JOIST. LOAD Q 6"SEE NOTES Q3 TRAPEZE BETWEEN ANY PANEL POINTS. 4 (4)ADD AN ANGLE E.S.TO STIFFEN THE BOTTOM CHORD SEE DIAGONAL BRACE DETAIL. 7 7 L O 5 ADD AN ANGLE E.S.TO STIFFEN THE TOP CHORD SEE DIAGONAL BRACE DETAIL. O U Q NOTES: LL 1. —1)DO NOT CUT OR DRILL ANY JOIST MEMBER. CB 2.)THIS DETAIL IS APPLICABLE TO SUPPORTING MECH.EQUIPMENT,SPRINKLER NOTE: 33-11 3T-9" 33'-8" 2'-8" .,. /^ N PIPES,ETC. 1.)WHERE CONCENTRATED LOADS ARE SUPPORTED BY JOISTS CHORDS AND W v 3.)JOIST MANUFACTURER TO ACCOUNT FOR ABOVE LOADING ON JOIST DESIGN. ARE LOCATED MORE THAN 6"FROM A PANEL POINT CL REINFORCE THE 104'-0" ` Q E JOIST WITH AN ADDED ANGLE(E.S.JOIST)EXTENDING FROM THE POINT 1 LOAD THE THE NEAREST PANEL POINT ON THE OPPOSITE CHORD. W 3 j .)REMOVE LOAD FROM JOIST PRIOR TO WELDING ANGLE. ` 3.)ADDED ANGLES&WELDS BY M.B.S. \\`\/\+// �� ^ O 00 [0 ALLOWABLE METHODS & z Q cn LOCATIONS FOR SUPPORTING LOADS Q ul a FROM OPEN WEB STEEL JOIST DIAGONAL BRACE DETAIL ROOF DIAPHRAGM FASTENING PLAN W N (TYPICAL U.N.O.ON M.B.S.DRAWINGS) N.T.S. (TYPICAL U.N.O.ON M.B.S.DRAWINGS) N.T.S. 1/16"=V-0" if m IN Q 0 ul N ROOF DIAPHRAGM FASTENING SCHEDULE w N HILTI FASTENERS PER SHEET TO JOISTS 8 LEDGERS ^ F 3 ZONE GAGE SIDE SEAM CONNECTION ALLOWABLE DESIGN SHEAR `U O 22GA. 4 VSC 2 @ 24"oc 460 plf Li z Iy 2 22GA. 7 VSC 2 @ 12"oc 837 plf fV Q ROOF DECK NOTES: W 01 1.) DECKING TO BE PER GENERAL NOTE 1 1/2"TYPE PLB-36 GALV.STEEL DECKING GAGE PER WELDING SCHEDULE. 2.) PUDDLE WELD TO BE 5/8"0 MIN.(WITHHOLDING PERIMETER NO LESS THAN 2"). � l J N 3.) AN APPROVED TESTING LAB IS TO INSPECT ROOF FOR PROPER DECK WELDING&CONNECTIONS AND ROOF IS NOT TO BE COVERED I� I, N UNTIL TESTING LAB APPROVES ALL WELDING&CONNECTIONS.THE PERFORMANCE OF THE ROOF DECK DIAPHRAGM DEPENDS ON THE w w QUALITY OF THE WELDS.EACH WELDER IS TO DEMONSTRATE HIS ABILITY TO PRODUCE QUALITY WELDS.TO TEST,PRY APIECE OF — w DECK WELDED TO THE SUPPORT.THE DECK SHOULD TEAR AND THE WELD REMAIN SOUND. 7 4.) ENDS OF SHEETS MUST BE LAPPED A MIN.OF 6"OVER THE SUPPORT FOR 18 GA.DECK AND THINNER. In 5.) DECK MUST BEAR ON SUPPORTS A MINIMUM OF 2". 6.) PUDDLE WELD DECK TO LEDGERS,BLOCKING AND DRAG MEMBERS PARALLEL TO DECK PER APPLICABLE DETAILS. QUIREMENTS. W �,JI 7.) SEE DETAILS FOR ADDITIONAL RE p 8.) 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CENTERLINE COLUMN&FOOTING DOUBLE WALL OCCURS WHERE NOTED SEE WALL 1 1l2"TVP. z ELEVATION DETAILS 1 O 6"C.M.U.WALL I I 8"C.M.U.WALL � F= I PER ELEVATIONS BEYOND DOWEL TO MATCH L VERT. REINF.(ALT.HOOK) BOND BEAM @ 4'-0"oc w/2-#4 H. II o ® 8"HAUNCH MIK 1/4 8"CMU WALL w/ #5 V.@ 32"oc H.S.S.COLUMN PER PLAN g o SLAB ON GRADE 3/4"BASE PLATE w/4-3/4"0 g = HOLD PER PLAN I A.BOLTS OR KWIK BOLTS BOND BEAM @ SLAB LEVEL wl y 2"CLR. z,�, 3/4"NON-SHRINK LEVELING GROUT ( ) 1-#4 CONT. 2-#4 H. EMBED 8" a U 4 SLAB #4 1 @ 18"oc CONC.SLAB PER PLAN, g DOWEL @ 24"oc,TYP. �'-�" SLOPE PER ARCH. $a U e I I I I I I I I I I I II I I-1 � � I ` a" III III I I III III=1 I -1 I I III=ll �G� I — — I I III—III III- Y III=III—III- II GROUT ALL COURSES SOLID (-1'-0")TYPICAL,U.N.O. _ ° #4 L@24"oc CMU GROUT SOLID (PER PLAN) BELOW SLAB,TYPICAL `r (PER PLAN) PER PLAN)A ( BELOW GRADE ' -- -- r WHERE NOTED r 0o - 3-#5 CONT. �).a (� ° Oo I s � 0 FOOTING DETAILS PER 1/52.1 z-#SCONT. FOOTING DRAIN III L IIIII I II III III II o III�L III III II III III II -III—III ll P III=11=11 111=III=11-I 11=III=11 0 - 1=1 I=1 I I I 1=111=111=111=111=11 O III—III—I(- WHERE REQUIRED -0 BY GE TECH x = Pn HOLD BLOCK OUT PER PLAN PROVIDE 6"MIN.TYPICAL PER PLAN PER PLAN 2"CLR. AS REQ'D. FOOITNG PER SCHED. FOOTING SIZE PER PLAN FOOITNG PER SCHED. DUMPSTER WALL SECTION OCCURS WHERE NOTED REINF.PER SCHEDULE OCCURS WHERE NOTED /1\ SECTION SECTION SECTION SECTIONu 1 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" v, W Tyr EXTEND WALL TO ROOF 1 PER ING ARCH.)(WHERE NOTED, cu 1 I PER ARCH.) 1 CDX PLYWOOD w/#10 ' #10 SCREW @ 6"oc i SCREWS @ 6"oc @ ALL PNL. U + ` EDGES&12"oc FIELD •^/ ^^`` V W I 18GA.TRACK RIM JOIST PARALLEL 1 @ SIM CONDITION�I w CCD 9 1 Q O 00 00 o J V Q 8"xi 5/8"x16GA. ILL CB #10 SCREW EACH JOIST O JOISTS @ CUR N JOIST(BLKG PARALLEL) W (� JOIST PARALLEL) (ALIGN OVER STUDS) uj m Ids co co c 1-#4 CONT.,TYP.� Z W W Q (n SLAB DOWEL PER 1/S2.1 35/8"xl 5/8"xl8GA. Q N STUDS @ 16"oc rl SHEATH PER ARCH. W N 0 Y O III II a —III III—II N Q m 18GA.TRACK w/1/2"0 Q �p III=III I=III=III= KWIK-BOLTS OR SCREW U O z SLAB ON GRADE ANCHORS OR EPDXY N ANCHORS w/HILTI HIT HY-200(EMBED 31/2") !4 �B cl ul N N as r�1 N d UJ m _ _ d d m III 2-#4 CONT. a az Q F a 111111=III= Li I�ITI�1111 3 k TYPICAL PLATFORM DETAILS w w ul (SEE ARCH. FOR LOCATIONS) z Fm Ow N SECTION SECTION HLu 5 3/4"=V-0 6 = U Un z . Lu w o z � w W p Z � � J Q m sheet p S2. 1 w 1/2x4x1'-0"PLATE a w/2-5/8"0 THRU BOLTS&1/2x4xl'-0" PLATE WASHER O s I U w N I H a o PLATE 5116"x3"x5" I 1/4 TYP. 6. I I I II PLAN 1a z 1 1/2" 3" 1/2"xl0"x0'-10"wl 4-3/4"0 TYP. THRU-BOLTS w/1x10"x10" 3/8"x5"PLATE PLATE WASHER 1/4 PER ARCH. -� TYPICAL FRONT CHANNEL SPLICE tieRo 13/4"THREADED ROUND STOCK (AT CONTRACTOR'S OPTION) r I A � TURNBUCKLE 114 Q #4 CLEVIS w/1 1/2" NOTE: PIN EA.END / STUCCO OR VENEER 5"0 PIPE SLEEVE OCCURS WHERE NOTED w/1/4"CAP SEAL / PER ARCH.(ADJUST WELD GUTTER DIM AS REO'D. NOTE: 1/4 I' BALANCE PER 1/53.1 DECK TO 1 1/2"TYP. YPE'B' ANGLE 1 1/2"xl8GA.T ROOFING PER ARCH. 8"ac DECK 2 SPAN MIN. 1 1(2"xl8GA.TYPE'B' L3x3z1/4 TYP. GUTTER PER ARCH. DECK 2 SPAN MIN. GUTTER PER ARCH. SLOPE PER ARCH. H.S.S.4x3x3/16 SLOPE PER ARCH._ CIO PLAN 1/2"z6"x0'-10"w/2-3/4"0 1/2"x6"z0'-10"w/2-5/8"0 +� 1a ______ THRU-BOLTS w/ �"' THRU-BOLTS w/ A 1/2'N&0'-10"PLATE 1/2"x6"x0'-10"PLATE 1 WASHER H.S.S.STRUT WASHER CHANNEL CHANNEL PER PLAN _ PER PLAN 1/4 TYP. w PER PLAN PER ARCH. PER ARCH. AS •.: .�. �v 3/8"x5"PLATE a ARCH. 1/4 w` NOTE: PER ARCH. 3/16 2@12".c PROVIDE 2-H.S.S.4x3x3/i6 H.S.S.STRUT WHERE GUTTER JOGS @ V-0"MAX. PER PLAN PILASTER TYP.(SE PLAN) PER ARCH. PER ARCH. •� 8'-0"MAX. SECTION 2 SECTION 0 Q o m 0 _j Q ,^ N C Lu f1 N � Lu Q � E Q >1 o z mmQcn M W N — � QN Q V) 0 ul N �U�1J N N U1 L W Q L 2i L w 0 a r--a W w n r J (il J F W N W V 7 C N FS- W W VSz W ZLL J m a sheet 0 S3. 1 U TOP CONDITION PER Y 2-#4 CONT.,TYP. ARCH(MIN.1/2"0 A.BOLTS @ 48"oc-EMBED 6") PER PLAN> PER PLAN> 42-#4 CONT.,TYPICAL -- -- ANGLE TO -- EMBED DOUBLE WALL OCCURS 1/4 5" NOTE: JOIST SUPPLIER NOTE: WHERE NOTED JOIST MFR DESIGN JOIST FOR 5.Ok PROVIDE CLEARANCE FOR DOUBLE WALL OCCURS AXIAL TENSION/COMPRESSION CENTERLINE SKNIFE EAT @ ALL THRU GIRDER CENTERLINE COLUMN F WHERE NOTED DECK TO \ll APPLIED @ BOTTOM OF JOIST SEAT. 6„, ANGLE PROVIDE JOIST SEAT THICKNESS AS LOCATIONS PER PLAN L5x3x1/4 LLH CONT.WELD REQUIRED FOR COMPATIBILITY w/ Q'z' GIRDER MFR.NOTE: TO EMBED TYP.U.N.O. w #4x2'-8"VERT.CENTERED SPECIFIED WELD SIZE. `-- m COL.WIDTH=MAX.DISTANCE Q (SPLICE EMBEDS ONLY) JOIST TO @ EACH ANCHOR BOLT (NO BOLTS S TO CMU REQ'D) 3/16 g,. BRG.ANG. LL CONT.CHORD REINF.w/ BETWEEN CL OF W.P. 4 3-#5,LOCATE @ ANCHOR 7/8"x4"xi'-2"KNIFE PLATE TYP. O CONT.CHORD REINF.w/ BOLTS AS SHOWN a JOIST PER PLAN H 3-#5 LOCATE AS SHOWN (w/ERECTION BOLTS PER SJI) o ANGLE TO WELD EA. y JOIST 3/i6 3"MIN. TYP W.P. 3/16 FLUTE TO STEEL DECK ( ) 4a z 6"oc LEDGER PER ROOF PLAN 1/4 3 STL.DECK ❑ � N [PER PLAN] '6 [PER PLAN] [PER PLAN] [PER PLAN] - - --- o -- N 32"SOLID GROUTED 0 @ N LSx3x3/8 CONT.(L.L.V.) - _ 1-2" BEAM w/CHORD STEEL L6z4x5/8""_0"(L.L.V.) - w w/5/8"0 HEADED A.BOLT @ N.A.OF CONT.THROUGH O m \ CHORD @ EA.JOIST 24"oc(EMBED 5112") EQ. EQ. w EXPANSION JOINTS N F N.A.OF I I 'SUPPLIER WIDTH-3 F PER PLAN (NOTE:ELEV.VARIES) M w yVEg / I3/4"BRG.PLATE w/4-3/4"0 m I I 11/2„ I JOIST SUPPLIER PLATE 5/8"xi-7'x1'-0" 1/4 TYP ROOF JOIST PER PLAN 0 w I w/6-3/4"O W.H.S. (EMBED 51/2') JOIST EACH SIDE U' ; / 1/4 PER ROOF PLAN N LL `,toNi ADD 2-#42'4"VERT. ROOF JOIST PER PLAN BOTTOM HORD BRIDGING n I AT EACH LINE OF STUDS.HOLD PER JOISTC MFR. DECK z TIGHT TO STUDS @ CL WALL REMOVE FACE SHELL 1"CLR. TO H.S.S. I O O I A o 5/8 6"oc H.S.S.TO @ALL ANCHOR BOLTS TYP. JOIST GIRDER PER __ ____ REINF.PER ELEVS. 5 1/2"BOLT 114 2@16" GIRDER ROOF PLAN(W-SECTION 3/4"x4"x6'STABILIZER PLATE H.S.S.COLUMN I O EMBED,TYP. H.S.S.5x21/2x3/16 WHERE NOTED) (NO WELD TO GIRDER) PER PLAN Q JOIST MFR.DESIGN TOP CHORD JOIST FOR BLKG.BETWEEN 5k AXIAL TENSION/COMPRESSION APPLIED JOISTS(1"CLR. KNIFE PLATE @ BOTTOM OF JOIST SEAT PROVIDE JOIST TO JOIST TYP.) NOTE: 7/8"x4"x1'-2" SEAT THICKNESS AS REQ'D.FOR BLK'G.REQUIRED KNIFE PLATE - - - - COMPATIBILITY w/SPECIFIED WELD SIZE. II TO J.G.TOP ll WITHIN 18'-0"OF WALLS. FLANGE 51i6 I I 11/2" 6" 8"j _1 1/2" CONDITION BETWEEN JOISTS @ BLOCKING SECT. 4a 1 112"=V-0" W SECTION SECTION SECTION SECTION �' 1 3/4"_,.-0., � 3/4•=1•_0" � 3/4"=1•_0" T 3/4"=1'-0" '}^� VJ 2 LL METAL CURB BY OTHERS JOIST GIRDER MFR.NOTE: DESIGN BRG.CONN.FOR NET 4"(CENTERLINE ALL THREAD IN BRG.) MECH.UNIT PER PLAN UPLIFT,TYPICAL 1 6 <PER PLAN>- -- -- BOND BEAM,TYPICAL I� L SUPPORT @ MECH.UNIT v EDGE.COPE&WELD TO TOP CURB c/] OF JOIST.CONTRACTOR TO 11B 1-12 TO H.S.S. 2 1/2"TO W.P.MIN. COORDINATE LOCATIONS I I CONT.LEDGER PER 2/S4.1 P.P.ER MFR.VFY.) �/� •U SEE TYPICAL MECH UNIT ------ -- PLATE 1/2"x6 1/2"ISQUARE I I STOP @ GIRDER POCKET (W CTR.OF BRG.) V J SUB-FRAMING BELOW ADD H.S.S.1 1/2"zi 1/2"x3/16"x0'z8" I'I WT6x25x0'-10"w/ @ 18"oc WHERE CURB IS PROVIDE 3-#5 CONT. I I 3-#5x3'-0"@ 4"oc STEEL DECK PER PLAN I I 3/4"x6"x1'-0"BRG.PLATE SET PERPENDICULAR TO DECK FLUTES FULL LENGTH IN WALL [PER PLAN] LEVEL w/2-3/4"EDGE"ALL h H CONTINUOUS MC6 PER THREAD ALIGN EDGE wl INSIDE 1/4 3" E `► I �114+-MIN. 5/S4.2(SEE PLAN) FACE G C.M.U.EXTEND THREADS 1"GROUT SPACE @ FACE (9 M TO FIT GIRDER.VERIFY GUAGE SHELL UNDER ANGLE N CD H.S.S.1 1/2"zi 1/2"x3/16"CONT.CURB [PER PLAN]h 4 [DER PLAN] Q O EDGE PARALLEL TO DECK FLUTES N.A.CHORD - - O J U Q 7a V SLOT END OF MC6 LL ILLJJI NOTE: _ N.A.WEB 01 J N TYP. fl LOCATE 2-#6 PER 1IS4.1 u Lu O 1/4�' UNDER SEAT.LAP 6'-0" g � 'C 6�, IuI MIN.w/BARS PER 2/S4.1 3 �_ � Q O 1= CMU PER ELEVATION H JOIST PER PLAN EACH SIDE y N W ADDITIONAL REINF.PER � I I II L6x4x3/4x0'-9"w/2-1/2"0 A j m Ids "DIAGONAL BRACE DETAIL" ,l BOLTS @ 12"GA. BOLTS @ 6"GA. �6 B. 6" FLUSH PILASTER REINF. m (EMBED 5"MIN.) Q M> O PER ELEVATIONS _ z W W Q VFY.BOLT SPACING w/JOIST GIRDER MFR. rrt�1I JOIST GIRDER PER ROOF PLAN uJ Q N - - - C.M.U.WALL TYP,U.N.O. NOTE: W N SLOPE SEAT TO MATCH ROOF SLOPE Q N Q �D SECTION SECTION DO NOT GROUT SECTION THIS SPACE O 5 3/4"_,-0" 6 3/4"=1'-0" PLAN 7a 3/4"=1'-0" f N u�1J N N U1 w QIn ADJACENT WALL F 3 WHERE NOTED U w 21/2" 11/2" tw MAX.COPE LENGTH CONNECTION SCHEDULE NOTES: N/ Q CAP PLATE TO I SEE MATCH COLUMN I I tw SCHED. CENTERLINE PER NOTE 8 PER A.I.S.C.13TH EDITION(A.S.D.) 1.)BEAM DESIGN VERTICAL REACTIONS ARE ASD LOADS. �J W w to THICKNESS,TYP. I i OF BEAM NOTE: 2.)ALTERNATE CONNECTIONS MAY BE SUBSTITUTED FOR SINGLE TAB CONNECTION PLATES,PROVIDED THEY r`--I COPE BOTTOM FLANGE MEET OR EXCEED THE REQUIREMENTS OF THE AISC.ALTERNATE CONNECTIONS MUST BE SUBMITTED FOR O J AS REQUIRED MIN.CONN. MIN. CONNECTION CAPACITY I I ELEV.VARIES WELD MAX SINGLE REVIEW PRIOR TO SHOP DRAWING REVIEW. O SUPPORTED PLATE SUPPORT (kips)(ASD) FBI J F w I I � #OF BOLTS SIZE COPE DEPTH 3.)BEAMS SHALL HAVE STANDARD ROUND HOLES AND CONNECTION PLATES MAY HAVE HORIZONTAL SHORT � W N -t- - - O BEAM THICKNESS n THICKNESS SLOTTED HOLES. U m o I I TVP.SHEAR PLATE& n m (in) t.(�) (in) GN w z - O 4.)WHERE SHORT SLOTTED HOLES ARE USED,PROVIDE HARDENED WASHERS PER AISC J3.2 - F - O I O BOLTS PER CONN. a 3 a UNCOPED SINGLE 5.)BOLTS ARE 3/4"0 A325-N,BOLTS MAY BE SNUG TIGHT. ��1 � m U I I PLATE&BOLTS PER I SCHEDULE �]w COPED 6.)HORIZONTAL DISTANCE FROM SUPPORT FACE TO CENTERLINE OF BOLT GROUP SHALL BE AS SHOWN IN THE W C N CONN.SCHEDULE O 0 W8 2 1/4 3/16" 1/4" 1 1/4" 16.3 7.6 DETAILS. L I I n O 7.)VERTICAL EDGE DISTANCE FROM BOLT CENTERLINE TO EDGE OF STEEL SHALL BE 1 1/2".U.N.O. N a I p W10 2 1/4 3/16" 1/4" 1 1/2" 16.3 10.0 8.)COPE DEPTHS SHALL NOT EXCEED THE LESSER OF THOSE SHOWN IN THE CONNECTION SCHEDULE,NOR AS W 0 BEAM PER PLAN w 0 J ALLOWED BY BOLT HOLE SPACING&MINIMUM EDGE DISTANCE REQUIREMENTS.COPE LENGTH SHALL NOT I�7j r, U N ❑ w W12 3 1/4 3/16" 1/4" 1 1/2" 25.6 18.8 EXCEED THAT REQUIRED TO ACCOMMODATE GIRDER FLANGE+1/2"MAX.GAP BETWEEN FLANGES. �I U 41 ❑ O BEAM PER PLAN VV----II w z m 9.)THE SUPPORTING BEAM OR COLUMN,WEB OR FLANGE THICKNESS,THAT THE CONNECTION PLATE IS Y COLUMN PER PLAN N 00 w W14 3 5/16 1/4" 1/4" 1 1/2" 31.8 28.7 WELDED TO,SHALL MEET THE MINIMUM SUPPORT THICKNESS LISTED ABOVE. Q r 1/2"TYPICAL m Oa W16 4 5/16 1/4" 1/4" 11/2" 42.4 42.0 J Q m ENTERLINE W18 4 5/16 1/4" 5116" 11/2" 42.4 42.0 sheet BEAM TO COLUMN CONNECTION BEAM TO BEAM CONNECTION w21 5 3/3 5/16" 5/16" 11/2" 45.0 45.0 r� 8 SECTION 9 SECTION p/ S4. 1 1 10d @ 4"oc #10 SCREWS #10 SCREWS @ 4"oc 10d @ 4"oc(2 PLC$.) 2 @ 4"oc (2 PLCS.) 6"x16GA.STUDS MIN.3x8 P.T.TOP PLATE #10 SCREWS @ 4"oc 0 @ 16"oc w/518"0 A.B.@ 12"oc #10 SCREWS @ 6"oc @ (EMBED 7")(2 PLCS.) FACIA PER ARCH DECKING TO G.L.B.FULL 1/2"CDX FACE OF C.M.U. 1/4"x6"x0'-9"PLATE E.S.w/ LENGTH TYP. 2-314"0 THRU-BOLTS PROVIDE STUD INFILL PER 1/54.2 r B'TWN.G.L.B.'S TYP. Z 7 1/4.PLATE E.S.w/3-3/4"0 16GA.TRACK T.&B. • 1/2"O A.B.@24"oc w/ DTL. @LOW END OF ROOF 0 THRU-BOLTS 1/4"x3"SQ.PLATE r PER ARCINSULATH WASHERS(EMBED 7") U Inl 1/2"CDX OVER E,S, BRG.PLATE 1/2"x6 1/2"SQ.w/ j V I 2x DECKING 1/4 O O INFILL DTL. B'TWN. G.L.B.'S STUD INFILL PER 1/S4.2 0 2-#5 V.x2'-0"@4"GA. y O o G.L.B.PER PLAN ^- -- -- -- -- G.L.B.PER PLAN y .� CUT C.M.U.@ EACH 2-#5x3'-6"CTRD. G.L.B.AS REQ'D. NOTE: UNDER EACH G.L.B.TYP. CUT C.M.U.@ EA.G.L.B.AS REQ'D. • BALANCE OF DETAILS • • j BRG.PLATE 1/2"x8"SQ.w/ PER 1/S4.2 (4-#5 V.x2'-0"@ NOTE: 4 5 1/2-GA.EACH WAY) BALANCE OF DETAILS C.M.U.HEADER PER ELEVS. PER 1/S 12 C.M.U.WALL PER ELEVS. C.M.U.HEADER PER ELEVS. 2� S 25._4. SECTION SECTION SECTION w q w Q z Ir COPED MC6 w O TO ANGLE r A B 1/4 2 SEAT w y L31/2x31/2x1/4 TYP. Y O CONTINUOUS 8 4 h[PER PLAN] - U __- L31/2x31/2x1/4 TYP. 1/2"0 LAG @ CL MC6 (PLACE WITHIN 6"OF 2-#10 SCREWS @ (2 PLCS.) 4x6(FLAT) _______ SHEATH FULL JOIST PANEL POINT EACH STUD HT.PER ARCH. ROOF JOIST PER PLAN EACH END,TYPICAL) (OR 1/8"FILLET #10 SCREWS II I WELD) 1/4"x21/2"SQ. 1/2"080LT THRU @ 8"oc TYP. PLATE,TYPICAL BOT.CHORD @ 24"oc L5x3 PER 1/S4.2 ANGLE 5x3 ' VI TO MC6 3-#10 SCREWS,TYP. 5/8"O THRU-BOLT w/ 1/4 2., A�111 ui S116"x3"SQ.PLATE ro DETAIL"a" WASHER T.&B. COPE MC6 TO E.S.,TYP. 3/16 BRACING(BACKGA. 0 12GA.TRACK _ PLAN BEAR ON ANGLE 6"x15/8"x18GA. 6"xi8GA.STUDS @ STUDS @ i6"ocTO BACK)@ 32"oc pATE1WASHER,16"oc MAX.SPCG. O O TYPICAL18GA.TRACK G.L.B.PER PLAN I a- r4 TYP DETAIL"a" 3-#10 SCREWS,6'x18GA.STUDS @ I NGES OF MC6 TYPICAL6"x1 5/8"x18GA. 16"oc MAX.SPCG. I H JOIST DECK TO STUDS C.M.U.PER ELEVS. US NO SIGNAGE BY OTHERS L5x3 PER 1/54.2 I AINTAIN 6"oc MC6 I IDTH O O _ (MAX.TOTAL WT.=1500#) ---- ' ---- --- ---- 35/8"z15/8"x18GA. 3 5/8"x 18GA.STUDS I STUDS @ 16"oc @ 16"oc MAX.SPCG. I FULLHEIGHTHILTI DS37P10 SHEATH.w/1/2"CDX US MC6x12 PROVIDE CORNER ( )(TYP U.N.O.) L5x3 PER 2/54.1 I 0 C9 (.177"0)DRIVE PINS @ 0 w/#10 SCREWS @ O 0 (EXTEND FOR BRG. I (SEE ROOF PLAN FOR MTL.,TYPICAL �'+ g i6"oc MAX.SPCG. 6"oc @ PNL.EDGES& 18GA.TRACK, OF MC6-SEE PLAN) I TOTAL LENGTH)COPE @" Q 0 00 IN FIELD,TYP. T.&B.I I EACH JOIST AS SHOWN [PER ARCH.] O O 6"xi 5/8@ 8GA. 2-#10 SCREWS, i MAIN ROOF " " " TYP.,U.N.O. O Q I STUDS @ 16"oc U -4ky& C.M.U.WALL I JOIST PER PLAN LL N I 18GA.TRACK TYP.,U.N.O. � � r•^, N PER ARCH. PER ARCH. W V ,� SECTION SECTION SECTION m w s >1 O z mmQcn JOIST PER PLAN ADD ANGLE IF REQ'D. 3-XDNI-PAF INTO (SEE SHEET S0.3) SOLID GROUTED CMU Q t7 u LWL N 8"CMU r N QN Q � N O�I NOTE: BEND STUD WEB @ WALL l i N L4x4x114 CONT. JOIST MFR.DESIGN FOR 500# N N ADDITIONAL POINT LOAD,TYP. In m 0 O Q m 2-6"x15/8x18GA.(BACK TO BACK) NOTE: F 3 BRACE 32"oc I BALANCE OF DETAILS xx 6"x1 5/8"x18GA. co / J 1 PER 6/S4.2 `Sl W STUDS @ 16"oc / 1 (] /A LL Q 3-#10 SCREWS TYP. v7J W W m L J �_ J F m H W N W CANOPY BY U OTHERS 7 � I En (D W o Z U n u1 _ W 5 Z V " L LL J FREEZER/COOLER BY OTHERS J m U_ sheet LL 7 SECTION 00 S4.2 F E D C B A A B C D E F 104'A" 104'-0" 2'-8" 33'-8" 33'-9" 4'-7" 29'-4" 29'-4" 4'-7" 33'-9" 33'-W 2'-8" BL. DBL. ALL ALL <PER PLAN OZ <PER PLAN> <PER PLAN> :::,PER PLAN> 4 <PER PLAN>_ �__ __ __ __ _ -p ^ <PER PLAN> <PER PLAN> [PER PLAN] LL LL LL [PER PLAN] 1 LL LL LL LL F LL �J __ __ .. .. ..—..—..—..—..—..—.. .. ..�.. ..—..—..—..—..—.� .. ..—..—..—.. —..—. __ ui ui ui ui _ v N N N [PER PLAN] [PER PLAN] _ A\ Lly6' 10-#5(5 E.F.) 4-#5(2 E.F.) #5 VERT.@ 40"oc @ #5 VERT.@ 40"oc @ CENTERLINE IN VERT. CENTERLINE INVERT. GROUTED CELLS& GROUTED CELLS& -#5(1 E.F.) 2-#4 HORIZ.@ 48"oc LL LL 2-#4 HORIZ.@ 48"ac w IN BOND BEAMS TYP., ui ui IN BOND BEAMS TYP., 2-#5 °e Z J��4-#5(2 E.F.) y REINF.U.N.O. REINF.U.N.O. (1 E.F.) 2-#5 r-(1 E.F.) _ h (PER PLAN _ ., .::: ,. .. ,..._.., ... ... . :.. .. ...:.,.... ,... .,.: . ,.. - .,.... - ...: .. ..:. (�PLAN� h (PER PLAN. - .:_.:.:.•... .., ....:. :.-,..... :..... PLAN) h ��Rop NORTH ELEVATION - GRID 2 SOUTH ELEVATION - GRID �J g 1 NOTE 1/8—1'_o" L NOTE 1/8"=V-0" Q 1.)8"C.M.U.,TYPICAL 1.)8"C.M.U.,TYPICAL 2.)ELEVATIONS VIEWED FROM OUTSIDE FACE. 2.)ELEVATIONS VIEWED FROM OUTSIDE FACE. 3.)SOLID GROUT JAMBS&LINTEL PER SCHEDULE. 3.)SOLID GROUT JAMBS&LINTEL PER SCHEDULE. 4.)EXTEND ALL LINTEL STEEL 2'-6"MIN.PAST OPENINGS,TYPICAL. 4.)EXTEND ALL LINTEL STEEL 2'-6"MIN.PAST OPENINGS,TYPICAL. B A 1 2 3 4 5 6 7 29 d GROUT SOLID cu DOUBLE WALL DOUBLE TOP DOUBLE WALL 15'-0" 26'-8" 28'-0" 28'-0" 30'-0" 30'-0" HEADER ONLY DOUBLE WALL DOUBLE TOP DOUBLE WALL DOUBLE WALL DBL. DB DBL. W <PER PLAN> 4-#5(2 E.F.) <pER PLAN> <PER PLAN> HEADER ONLY I� WALL W L WALL 'LJ <pER PLAN> 2-#6(1 E.F.) 6-#5(3 E.F.) --- -- -- -- -- -- - --� #4R@ 16"oc $ <PER PLAN> <PER PLAN>h LL LL r F 4-#5(2 E.F.) [PER PLAN] F \F) Y� - — ui ui _.. ..—..—. ui yi .-vi —..—..—uj —W ui ui> Z K W .._ — — ..—. [PER PLAN]Od `b2-#5(1 E.F.) @ 2-#5( �/� •U 6-#5(3 E.F.) 8-#5(4 E.F.) v'^� #5 VERT.@ 40"oc @ X(2 4-#5(2 E.F) CENTERLINE GROUTED CELLS&VERT 1-#5 2-#5(1 E.F.)#4 @ i6"oc #4 @ 16"oc GRO TED C @ S& D E Ln IN BOND BEAMS8"oc#5(1 E. 4-#5(2 E.F.) 2-#5(1 E.F.) REINF.U.N.O. Cb 2-#5(1 E.F.) (}� Q �r V >> (PER PLAN ....... ........ ...., PLAN) (PER PLAN ..:....... - . ,. .., PLAN) 1 J N m „ . W C W N NORTH ELEVATION - GRID 1 (GROUT SOLID) WEST ELEVATION - GRID (& (GROUT SOLID BETWEEN GRID 0W NOTE: J 1/8"=V-0" 4 NOTE: 1/8"=V-0" QM co OS 1.)8" 1.)C.M.U.,TYPICAL 8"C.M.U.,TYPICAL z W W 2.)ELEVATIONS VIEWED FROM OUTSIDE FACE. 2.)ELEVATIONS VIEWED FROM OUTSIDE FACE. Q 3.)SOLID GROUT JAMBS&LINTEL PER SCHEDULE. 3.)SOLID GROUT JAMBS&LINTEL PER SCHEDULE. 4.)EXTEND ALL LINTEL STEEL 2'-6"MIN.PAST OPENINGS,TYPICAL. 4.)EXTEND ALL LINTEL STEEL 2'-6"MIN.PAST OPENINGS,TYPICAL. Qm N W N 7 6 5 4 3 2 1 Q N GROUT SOLID m 158'-0" Q 0 U N 30'-0" 30'-0" 28'-0" 28'-0" 26'-8" 15'-4" O rr�I N DBL. DBL. DBL. DBL. DBL. DOUBLE WALL DOUBLE TOP DOUBLE WALL In N N WALL WALL WALL WALL WALL HEADER ONLY 'PER PLAN> 1 UJ m <PER PLAN> F 3 -- -- -- -- -- -- -- n Xb -41 4-#5(2 E.F.) ,.PER PLAN> #4 @ 16"oc []0ww W J W W N N 1 W 4-#5(2 E.F.) C #4 @ 16"oc 4-#5(2 E.F.) W En #5 VERT.@ 40"oc @ CENTERLINE IN VERT. 1 I GROUTED CELLS& 1.4l W -#5(1 E.F. 2-#4 HORIZ.@ 48"oc I.4 W p IN BOND BEAMS TYP., r, REINF.U.N.O. U DD 06 Zlz R PLANS.. .::._:.... .:...; ..;.:...... ...... PLAN J O , Q m w w O I—q sheet EAST ELEVATION - GRID (E & OF (GROUT SOLID BETWEEN GRID J NOTE: 1/8"=1'A" S5. 1 -�1 1 1)8"C.M.U.,TYPICAL \'A!5• 1 2.)ELEVATIONS VIEWED FROM OUTSIDE FACE. 3.)SOLID GROUT JAMBS&LINTEL PER SCHEDULE. rTl 4.)EXTEND ALL LINTEL STEEL 2'-6"MIN.PAST OPENINGS,TYPICAL. F+i LINTEL GROUTING SCHEDULE F REINF.CALLOUT MIN.DEPTH SOLID GROUT a 1-#5 HORIZ.OR 2-#5(1 E.F.) 8" H 2-#5 HORIZ.(1 E.F.) 16" 6-#5 HORIZ.(3 E.F.) 32" a 8-#5 HORIZ.(4 E.F.) 48" 10-#5 HORIZ.(5 E.F.) 56" cWZ w Z` F Nyg JAMB GROUTING SCHEDULE ��o REINF.CALLOUT MIN.WIDTH SOLID GROUT +, A 2-#5(1 E.F.) 16" 4-#5(2 E.F.) 24" Q 6-#5(3 E.F.) 32" 8-#5(4 E.F.) 32"(48"ON GRID O) 4-a CIO V/ W #4 TIE @ 24"oc #4] @ 24"oc � U C� N 0 8"C.M.0 TYP. #5 V.EACH FACE @ 24"oc MAX.SPCG.(MIN.3-#5 V. i O DOUBLE WALL DIMENSION EACH FACE PER EACH O J U Q PER ARCH. SEGMENT OF DOUBLE WALL) Lu LL �/ (B 0 � PILASTER IN CONT. WALL ' 32'A"ac MAX.(U.N.O.) 32'-0"oc MAX.(U.N.O.) m LV -� Z3 HOOK HORIZ.REINF. �y�� c //y �_ IN BOND BEAM(PLACE C.M.U.WALL PER PLAN z coW W Q (n INSIDE E.F.REINF.) ul Q N W N O� NOTE: Q N AT EXPANSION JOINTS,EXTEND ROOF CHORD REINFORCING Q� CONT.THRU THE EXPANSION JOINTS,STOP ALL OTHER ^ f 1 p HORIZONTAL REINFORCING E.S.OF JOINT.DO NOT EXTEND w U N EXPANSION JOINT BELOW TOP OF SLAB ON GRADE. ITI Of�7I ADD 2-#5(1 EACH FACE) U ul N SIDE OF EXP.JOINT N N WALL EXPANSION JOINT(E.J.) CD NOTE: F 3 DO NOT PLACE ANY EXPANSION JOINTS WITHIN 3'-4"NEXT .X TO OPENINGS IN WALLS,NOR IN OPENINGS,TYPICAL U.N.O. Kl W U J HOOK HORIZ.REINF. 1-#5 VERT. � l Q IN BOND BEAM C.M.U.WALL PER PLAN I� W W m J J N W N w W ADDr(l FACE) CORNER BARS ^ C u1 MIN.EXCEPT AS NOTED TO MATCH 1 L I ON C.M.U.ELEVATIONS HORIZ.REINF. I--II --I W p HORIZ.REINF. r, U IN BOND BEAM U in Z " J END OF WALL WALL CORNER Q TYPICAL C.M.U. PLAN DETAILS w Sheet w F R A N K L I N 625 Fourth Avenue FH 425 527-3324 ENGINEERING Suite 202 FAX 425 527-6252 MECHANICAL CONSULTING Kirkland, WA 95033 ritilicgfrankhrcrg.com June 05, 2017 ENVELOPE SUMMARY RE: Bartell's Drugs 7423 204" Ave NE Arlington, WA 98223 New construction of conditioned Retail building. Project complies with 2015 WSEC, Commercial Provisions, using the Component Performance approach. Roof: R-40 minimum rigid insulation above roof deck. U=0.025, default Table A102.2.6(2) Wall (Mass, Opaque, Exterior, Floor to 13'-0" AFF): Concrete, min 6" thick, 3-1/2" metal studs, 24" oc with R-15 batt insulation, U=0.102, default Table A103.3.6.1(1) per footnote (c) to Table Al 03.3.7.1(4) Wall (Mass, Opaque, Exterior, 13'-0" AFF to Roof): Concrete, min. 6" thick, with continuous R-15 Batt insulation on stickpins, U=0.061, default Table Al03.3.7.1(4) Slab on Grade: No Insulation, F=0.73, default Table A106.1 Doors (Swinging, Opaque): Insulated hollow metal, U=0.61, default Table Al07.1(1) Doors (Roll-up, Opaque): Insulated metal, min. R-5, U=0.34, default Table Al07.1(4) Vertical Glazing (Fixed): NFRC certified assembly, U=0.38, SHGC=0.40 Vertical Glazing (Operable — Drive-Up Window): NFRC certified assembly, U=0.40, SHGC=0.40 Vertical Glazing (Entrances): Automatic Sliding Entry doors, double pane, U=0.80, SHGC=0.40, default Table C303.1 .3(1) Please note that these values are minimum insulation requirements for code compliance. Higher insulation values may be installed. SHGC = Solar Heat Gain Coefficient Project ' ' • 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all R1 Revised Jun 2016 General Info Project Title: Bartells Drugs Date 6/5/2017 This PROJ-SUM Project Street Address: 7423 204th Ave NE For Building Department Use form shall be Project City,County,Zip: Arlington,WA 98223 provided as a cover sheet for all Project Owner or Rep: compliance form submittals.Project Jurisdiction: Title matches project plans title block. Project Description New Construction and Additions Select all that apply to the ❑� New Building ❑ Building Addition ❑Addition+Existing scope of project. Select Addition+Existing Existing Building Retrofit or Alteration+Existing if the existing building will be ❑Alteration ❑ Alteration+Existing ❑Change in Space Conditioning combined with the addition or alteration to demonstrate compliance per Section ❑Change of Occupancy ❑ Historic Building C502.1 or C503.1. Building Elements Scope-Select all that apply ❑All ❑� Building Envelope ❑ Mechanical Systems ❑Service Hot Water Systems ❑ Lighting Systems ❑ Electrical Systems 0 All Commercial 0 Group R-R2, R3,&R4 0 over 3 stories and all R1 Mixed Use-Building is greater than three stories above grade and it has both Commercial and Group Occupancy Type R occupancies. Mixed Occupancy-Building is three stories or less above grade and it has both Commerical and Group R2,R3 or R4 occupancies.Select All Commercial to document compliance for the commercial areas of the building. The residential spaces shall comply with the WSEC Residential Provisions. Select all that apply to the scope of project ❑� Fully Conditioned ❑ Semi-heatedz ❑ Refrigerated Warehouse, Walk-in Cooler/Freezer, ❑Space Conditioning Low Energy Space Category' Refrigerated Display Case' Categories Eligible Low Energy Spaces ❑ Unconditioned ❑ Low energy heating/cooling capacity ❑Wireless service ❑ Greenhouse' ❑ Equipment building equipment shelter Floors Above Floor Area and Grade Building Gross Conditioned Floor Area Project Gross Conditioned Floor Area Stories 1 16,605 16605.0 0 Prescriptive 0 Total Building Performance Prescriptive-Projects complying prescriptively shall demonstrate compliance with all applicable mandatory and prescriptve requirements of this code. Refer to C401.2, Item 1 for more information. Compliance forms General Compliance to include with a Prescriptive submittal:All applicable ENV,LTG,MECH and C406. Path Total Building Performance-Projects complying via total building performance(TBP)shall include a summary of results from a whole building energy model per Section C407 and shall demonstrate compliance with all applicable mandatory provisions in this Code.Refer to Section C401.2,Item 2 for more information. Compliance forms to include with a TPB submital:PROJ-SUM, C406-SUM&C406-DETAIL,ENV-CHK,LTG- EXT,LTG-CHK,and all MECH forms(except MECH-ECONO). Envelope Summary ENV-SUM 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all R1 Revised Jun 2016 Project Info Project Title: Bartells Drugs Date 06/05/2017 Compliance forms Applicant Information. Provide contact information for individual who can For Building Department Use do not require a respond to inquiries about compliance form information provided. password to use. Company Name: Lance Mueller&Associates Instructional and Company Address: 130 Lakeside Ste 250 Seattle,WA 98122 calculating cells are write-protected. Applicant Name: Harold Christensen Applicant Phone: 206-325-2553 Applicant Email: haroldc@lmueller.com Project Description New Building ❑ Addition ❑Alteration Occupancy Type OQ All Commercial 0 Group R-All R1 and R2,R3,R4 over 3 stories 0 Selection required to enable forms. Envelope Compliance Path 0 Prescriptive 0 Component Performance Selection required to enable forms. Component Performance 0 Standard 0 Change of Occupancy/Conditioning 0 Calculation Type Selection required to enable ENV-UA ❑ Additional Efficiency Package Option-C406.8 Enhanced Envelope and ENV-SHGC forms. To comply,demonstrate building thermal envelope performance is 15%lower than the Target UA. ❑ Air barrier testing per Section C402.5.1.2 ❑Air barrier testing not required included in project scope Air Barrier Testing ❑ Additional Efficiency Package Option-C406.9 Reduced Air Infiltration To comply,demonstrate that measured air leakage of building envelope does not exceed 0.25 cfm/ft2(air barrier surface area)under test pressure of 0.3 inch w.g. Vertical Fenestration and Total Vertical Gross Exterior Skylight Area Calculation Fenestration Above Grade °%Vertical Prescriptive Path-Enter values for (rough opening) divided by Wall Area times 100 equals Fenestration vertical fenestration,skylights,gross 1052 .0 — 10796.0 X 100 = 9.7% walls and roof on this ENV-SUM worksheet. Gross Exterior Component Performance-Enter values F2tal_Skylight divided by Roof Area times 100 equals %Skylight in ENV-UA and/or ENV-UA-GROUP-R worksheet. These values auto-fill from 0. 0 — 16605.0 X 100 = 0.0% Vertical Fenestration VERTICAL FENESTRATION AREA COMPLIES Fenestration Area Compliance Area Skylight Area SKYLIGHT AREA COMPLIES Vertical Fenestration 0 High performance fenestration U-factors and SHGC per C402.4.1.3 Alternates 0 Dedicated outdoor air system per C402.4.1.4 and C403.6 Show locations of qualifying daylight zone 0 In buildings>_3 stories,25%or more of NET floor area is in daylight zones per areas and ft2 on project plans. 0 In buildings<3 stories,50%or more of CONDITIONED floor area is within daylight zones per For Daylight Zone Area Calculations- C402.4.1.1 a)Sidelight areas include primary+ Daylight Zone Calculations secondary daylght zone areas. Daylight Zone Fenestration Alternate Sidelight Daylight Toplight Daylight Percent Daylight b)Include overlapping toplight and Not Selected.No Calculations Required Zone Area Zone Area Zone Area sidelight daylight zone areas under Toplight. c)Refer to Chapter 2 for net floor area Spaces in Single Story List all enclosed spaces that exceed 2,500 W,have ceiling height greater than 15 It,and are space Building Requiring Skylights types required to comply with this provision. Code requires a minimum of 50%of the floor Space Area(ft2) DLZ Area(ft2) SRR or Aperature Exception area to be within a skylight daylight zone for specific space types.Refer to C402.4.2 for requirements. DLZ=Daylight zone, SRR=Skylight to roof ratio Indicate aperature with"AP"prefix(AP 1.1%) Component • • • 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3,&R4 over 3 stories and all R1 Revised Jun 2016 Project Title: Bartells Drugs Date 06/05/2017 Calculation Adjustments For Building Department Use None Applied Fenestration Area as%gross above-grade wall area 9.7% Max.Target: 30.0 a Skylight Area as%gross roof area 0.0% Max.Target: 3.0 Vertical Fenestration Alternates: None Selected on ENV-SUM Envelope Component Proposed UA Target UA Cavity+Cl I Plan/Detail# U-factor Source&Table#2 U-factor x Area(A) =UA(U x A U-factor x Area(A)= UA(U x A) Y R=40 A102.2.6(2) 0.025 16605 415.1 0,027 16605 448.3 aa) R= Above Deck Insulation U-0.027 0 R= -o R= 0.031 R= Metal Building U-0.031 o R= oIr R= 0.027 R= Joist/single rafter U-0.027 -0 R= s R= 0.021 O R= Single raft,attic,other U-0.021 R= R= 0.055 m R= Steel/metal frame U-0.055 CO R= n) -a R= 0.052 C0 R= Metal Building U-0.052 R= o � R= 0.054 Q o R= Wood Frame,other U-0.054 N o R= R=15 Al03.3.6.1(1)3.5"mtl 24"oc, R-15 batt 0.102 6966 710.5 0.104 9648 1003.4 a R=15 At 03.3.7.1(4) R-15 stick pin 0.061 2682 163.6 Mass Wall U-0.104 O R= a) R= 0.200 m R= Mass Transfer Deck U-0.20 FZ R= cr R= 0.078 a u � R= Group R Mass Wall U-0.078 C7 R= R= 0.104 ro E R= Assumed to be Mass Wall U-0.104 U R= o R= 0.078 m fl R= Assumed to be Mass Wall U-0.078 2 0 R= N R= 0.031 m R= Mass Floor U-0.031 R= O 0 R= 0.029 R= Joist/Framing U-0.029 LL R= Area UA Area UA Pagel Subtotal 26253 1289 26253 1 1452 Component Performance Compliance (UA) UA COMPLIES Component • • • 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3,&R4 over 3 stories and all R1 Revised Jun 2016 Project Title: Bartells Drugs Date 06/05/2017 Fenestration Area as%gross above-grade wall area 9.7% Max.Target: 30.0% For Building Department Use Skylight Area as%gross roof area Max.Target: 3.0% Building Component Proposed UA Target UA Ins. R Plan/Detail# F-factor Source&Table#$ F-factor x Perimeter =UA(U x A) F-factor x Perimeter= UA(U x A) 0 R= Uninsulated 0.730 552 403.0 0.540 552 298.1 CO R= Slab-On-Grade F-0.54 a R= 0 -o R= 0.550 -0 ro ro R= Heated Slab-On-Grade F-0.55 = R= Schedule ID U-factor Source 910 U-factor x Area(A) =UA(U x A U-factor x Area(A)= UA(U x A) 0) Insulated Metal 0.610 48 29.3 0.37 48 17.8 .a Opaque Swing Doors U-0.37 c E2 U) 0 0 o Insulated Metal R-5 0.340 48 16.3 0.34 48 16.3 7E Opaque rollup&sliding U-0.34 O 0.30 Non-Metal Frame U-0.30 E 0 Z m NFRC 0.38 895 340.1 0.38 895 340.1 Metal Frame,Fixed U-0.38 0 a1 to 2 (D Q) Q NFRC 0.40 24 9.6 0.40 24 9.6 LL o _ Metal Frame,Operable U-0.40 U 2E C303.1.3(1) 0.80 133 106.4 0.60 133 79.8 Metal Entrance Door U-0.60 s= a1 0 0.50 r All types U-0.50 U Q Area UA Area UA Page 2 Subtotal 1700 905 1700 762 TO COMPLY-The Proposed Total UA shall not Page 1 Subtotal 26253 1289 26253 1452 exceed the Target Total UA. Project Total 27953 1 2194 27953 2213 Component Performance Compliance (UA) UA COMPLIES Note 1-If vertical fenestration or skylight area exceeds maximum allowed per C402.4.1,then Target Area Adjustment of all applicable envelope elements will be calculated automatically by the compliance form. Refer to Target Area Adjustments worksheet for this calculation. Note 2-Opaque assembly U-factors shall come from Appendix A or calculated per approved method as specified in C402.1.5.1. Note 3-Proposed CMU mass wall in non-Group R that meet Table C402.1.4 Footnote D requirements can enter the target U-value of 0.014 Note 4-For semi-heated spaces utilizing the wall insulation exception,enter Target Wall U-factors under Proposed Wall U-factors so exterior walls are neutral to the calculation. Note 5-Mass transfer slab edges must be covered with an assembly having an overal U-factor of 0.2. Note 6-Demising walls,doors,and vertical fenestration separating spaces with different degrees of space conditioning(unconditioned,semi-heated, fully conditioned)shall be included only on the ENV-UA form for the space with the greatest degree of space conditioning. Note 7-List Group R above grade mass walls here. List all other mass walls,Commercial and Group R,in the Opaque Walls-Above Grade section. Note 8 Slab-on-grade F-Factors shall come from Appendix A or calculated per approved method as specified in C402.1.5.1. Note 9 Opaque door U-factors shall come from Appendix A or calculated per approved method as specified in C402.1.5.1.A door is defined as opaque if less than 50%of the door area has glazing. Note 10-Fenestration assembly U-Factors shall be the manufacturer's NFRC product rating, which includes the glazing and frame,or shall be the default value per Section C303.1.3. FenestrationVertical • - Adjustment Calculations If vertical fenestration area exceeds maximum allowed per Section C402.4.1, then Target Area Adjustment of all applicable envelope elements is required. This worksheet automatically calculates these adjustments and updates target areas in the ENV-UA and ENV-SHGC worksheets. Information shown in this worksheet is for reference only and is write-protected.Submit this Target Area Adjustment form with ENV-UA and ENV-SHGC forms. VF=Vertical fenestration NW=Net above grade wall(excludes fenestration and doors.) DR=Opaque doors Gross Exterior Above-Grade Wall Area=VF+NW+DR AG=Above-grade Proposed Areas Vertical Fenestration-> VF= 1052.0 Opaque->I NW= 9648.0 1 DR= 96.0 Gross Exterior Max Vert.Fen.% Maximum Target AG Wall Area (C402.3.1) Vert.Fen.Area 10796.0 X 30.0% - 100 = 3238.8 Total Vertical Delta Vertical Excess Vertical Fenestration Maximum Target Fenestration 0 Fenestration 1052.0 - 3238.8 = -2186.8 ? greater = -2186.8 Multiplier applied to all Total Vertical Excess Vertical Target Vertical Total Vertical Proposed Vertical Fenestration Fenestration Fenestration Fenestration Target VF Multiplier Fenestration Areas to 1052.0 - = 1052.0 1052.0 = 1.00 calculate Target Vertical Fenestration Area Net AG Wall Area Excess Fenestration Target Net Wall Area Net Wall Target Net Wall Mult. Multiplier applied to all 9648.0 1 + = 9648.0 - 9648.0 = 1.00 Proposed Opaque Above- Grade Wall Areas to Target Areas - UA calculate TargetAbove- g Grade Wall Area Commercial Vertical Fenestration Proposed Area Target VF Mult. Target Area Non-metal frame X = Metal frame,fixed 895.0 X 1.00 = 895.0 Metal frame,operable 24.0 X 1.00 = 24.0 Metal frame,entrance door 133.0 X 1.00 = 133.0 Target areas in shaded Above-grade Wall Proposed Area Target Net Wall Mult. Target Area boxes are applied to Steel Frame X = target areas on ENV-UA Metal Building X = Wood/Other frame X = Mass 9648.0 X 1.00 = 9648.0 Mass Transfer Deck X = Group R Mass X = Sum Of Proposed 10700.0 Sum Of Target 10700.0 Sum of target above-grade p 9 wall and vertical fenestration areas are Target Areas - SHGC x A calculated to equal the Non-North Vertical Fenestration Proposed Area Target VF Mult. Target Area PF<0.2 X = 0.25 PF<0.5 X = PF>_0.5 X = SHGC target areas in North Vertical Fenestration shaded boxes are applied to target areas on ENV- PF<0.2 X = SHGC 0.25 PF<0.5 X = PF>_0.5 X = Skylight • -t Area Adjustment Calculations /f skylight area exceeds maximum allowed per Section C402.4.1, then Target Area Adjustment of all applicable envelope elements is required. This SKY=Skylight NR-Net roof(excludes skylight) Gross Exterior Roof Area=SKY+NR Proposed Areas Skylight(Horizontal Fenestration)-> SKY= Opaque Roof -> NR= 16605.0 Gross Exterior Max Skylight% Maximum Skylight Roof Area (C402.3.1) Fenestration Area 16605.0 X 3.0% - 100 = 498.2 Total Skylight Area Maximum Target Delta Skylight Area 0 Excess Skylight 498.2 = —498.2 II greater = �> —498.2 Total Skylight Area Excess Skylight Tar et Sk li ht Area Total Sk li ht Area Target SKY Multiplier Multiplier applied to all g y g y g g p Proposed Skylight Areas to calculate Target Skylight Area Net Roof Area Excess Skylight Target Net Roof Area Net Roof Target Net Roof Mult. Multiplier applied to all 16605.0 + 1 16605.0 - 16605.0 = 1.00 Proposed Opaque Roof Areas to calculate Target Roof Area Target Areas - UA and SHGC x A Skylight Proposed Area Target SKY Mult. Target Area All F X = Roof Proposed Area Target Net Roof Mult. Target Area Insulation Above Deck 16605.0 1.00 = 16605.0 Target areas e shaded X boxes are applied to target Metal Building X areas on ENV-UA Joist/Single Rafter X = Attic/All Others X = Sum of Proposed 16605.0 Sum of Target 16605.0 Sum of target roof and skylight areas are calculated to equal the y COMMERCIAL APPLICATION ��ljNG�p� PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 The following minimum information is required for your Commercial/Multi-Family Building Permit Application. Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents. Incomplete applications will delay the review. rJ One (1) City of Arlington Commercial/Multi-Family Permit Application (One (1) permit application per building or structure is required) One (1) City of Arlington Commercial/Multi-Family Submittal Requirements Form KI Two (2)Architectural Drawings Two (2) Structural Drawings �q Two (2) Structural Calculations ❑ One (1) Project Specification Manuals (if applicable) it One (1) NREC Code Compliance Forms Qr One (1) Special Inspection Requirements Forms qOne (1) Occupant's Statement of Intended Use Form Drawings shall be BOUND SEPARATELY BY TYPE, architectural, structural and landscape, and then ROLLED TOGETHER IN COMPLETE SETS> An intake appointment is required for all new Commercial or Multi-Family Building Permit Applications. To schedule an appointment please contact the City of Arlington Permit Center at(360) 403 3551 or by email to ced(aD_arlingtonwa.gov. I acknowledge that all items designated above are included as part of this application. REV 2015 Page 1 of 9 G1�Y Off' COMMERCIAL APPLICATION ��LjNG�p� PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 A. FEES DUE AT TIME OF PERMIT ISSUANCE B. CODES The City of Arlington currently enforces the following: International Codes 1. 2015 International Building Code(IBC) 2. 2015 International Residential Code(IRC) 3. 2015 International Mechanical Code (IMC) 4. 2015 International Fuel Gas Code(IFGC) 5. 2015 International Fire Code(IFC) 6. 2015 International Plumbing Code(IPC) 7. 2015 International Property Maintenance Code (IPMC) 8. 2015 International Existing Property Code(IEBC) 9. 2015 Washington State Energy Code(WESC) 10. 2009 Accessible& Usable Buildings and Facilities(ICC/ANSI 1417.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56&51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 296-46B Electrical Safety Standards,Administration, and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided. (IBC Table 1804.2 & IRC R401.4.1) D. PLANS AND DRAWINGS Submit two(2)complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24", or maximum 30"X 42" paper.All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible,with scaled dimensions, in indelible ink, blue line, or other professional media. Plans will not be accepted that are marked preliminary or not for construction,that have red lines, cut and paste details or those that have been altered after the design professional has signed the plans. Please Note:A separate submittal of plans is required for each building or structure. REV 2015 Page 2 of 9 G1�Y COMMERCIAL APPLICATION ��LjNG�p� PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. SITE PLAN — REQUIRED WITH ALL SUBMITTALS (May be included as part of the Architectural Drawing cover Sheet) 1. Drawing shall be prepared at scale not to exceed 1"=20 feet. 2. Show building outline and all exterior improvements. 3. Provide property legal description and show property lines. 4. Provide dimensions from the property lines to a minimum of two building corners(or two identifiable locations for irregular plan shapes). 5. Show building setbacks, easements and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation contour lines. 9. Show the location of all existing underground utilities, including water, sewer, gas and electrical. 10. Flood hazard areas,floodways, and design flood elevations as applicable. B. ARCHITECTURAL DRAWINGS 1. ❑ Cover Sheet a) Building Information 1. Specify model code information. 2. Construction Type. 3. Number of stories and total height in feet. 4. Building square footage(per floor and total) 5. IBC Occupancy Type (show all types by floor and total). 6. Mixed-use ratio(if applicable) 7. Occupant load calculation (show by occupancy type and total) 8. List work to be performed under this permit b) Design Team Information 1. Design Professional in Responsible Charge 2. Architects 3. Structural Engineers 4. Owner 5. Developer 6. Any other Design Team Members 2. Floor Plan a) Plan view 1/8"minimum scale. Details a minimum '/4-inch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan. (on every floor, in all rooms and spaces) e) Show ALL exits on the plans; include new, existing or eliminated. f) Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms,walls and shafts. h) Note the uses in the adjacent tenant spaces, if applicable. i) Provide a door and door hardware schedule. REV 2015 Page 3 of 9 G1�Y Off' COMMERCIAL APPLICATION ��LjNG�p� PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 j) Show the location of all new walls, doors,windows, etc. k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls, doors,windows and penetrations. m) Provide a legend that distinguishes existing walls, walls to be removed and new walls. 3. Reflected Ceiling Plan a) Plan view 1/8"minimum scale. Details a minimum '/4-inch scale. b) Provide ceiling construction details. c) Provide suspended ceiling details complying with IBC 803.9.1.1. Show seismic bracing details. d) Show the location of all emergency lighting and exit signage. e) Detail the seismic bracing of the fixtures. f) Include a lighting fixture schedule. 4. Framing Plan a) Specify the size, spacing, span and wood species or metal gage for all stud walls. b) Indicate all wall, beam and floor connections. c) Detail the seismic bracing for all walls. d) Include a stair section showing rise, run, landings, headroom, handrail and guardrail dimensions. 5. ❑ Storage Racks (if applicable) a) Structural calculations are required for seismic bracing of storage racks eight feet or greater in height. b) Eight feet or less, show a positive connection to floor or walls. NOTE: High pile storage shall meet the requirements of current International Building and Fire Codes. C. SPECIAL INSPECTION 1. Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1. D. Q WASHINGTON STATE ENERGY CODE 1. One(1)completed Washington State Non-Residential Energy Code Envelope Summary forms. E. OCCUPANT'S STATEMENT OF INTENDED USE 1. The Occupant's Statement of Intended Use form shall be completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIS). Contact the Arlington The occupant (Bartell Drugs) does not have anything in the store that requires an HMIS. Everything is packaged for sale to the consumer. Products are daily convenience items. Store will have convenience items, snacks, cold beverages and a pharmacy. REV 2015 Page 4 of 9 G1�Y COMMERCIAL APPLICATION ��LjNG�p� PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 The building permit does not include any mechanical, electrical, plumbing or fire sprinkler/alarm work. These permits are issued separately. Mechanical, electrical, plumbing, or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be issued. You must provide the Permit Center a copy of the approval letter or the approved plans. Contact the Snohomish County Health District at (425) 339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications. To determine if your project requires an intake appointment, to schedule an appointment or to ensure that you have the most current information, please contact the City of Arlington Permit Center at(360)403-3551 or by email to ced@arlingtonwa.gov. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. REV 2015 Page 5 of 9 G1�Y COMMERCIAL APPLICATION ��LjNG�p� PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS NOT REGULATED UNDER THE IRC. THIS APPLICATION MUST BE ACCOMPANIED BY A COMMERCIAL APPLICATION SUBMITTAL CHECKLIST AND AN OCCUPANT'S STATEMENT OF INTENDED USE. Name of Project: Bartell Drugs,Arlington Valuation: $2,800,000.00 Project Address: 7423 204th Street N.E.,Arlington,WA 98223 Parcel ID#: 31051100304100 Legal Description See attached. Owner: RPI Arlington. LLC Phone Number: 206-321-7239 Address: 2618 2nd Ave. City: Seattle State: WA Zip Code: 98121 Engineer: Engineers Northwest Phone Number: 206-525-7560 Cell Phone: E-mail: markn@engineersnw.com Address: 9725 3rd Ave. N.E., Suite 207 City: Seattle State: WA Zip Code: 98115 General Contractor: BCl Phone Number: 801-486-1888 Cell Phone: 801-231-7711 E-mail: KPalmer@bcinational.com Address: 3158 Main Street City: Salt Lake City State: UT Zip Code: 84115 Contractor's License Number: 602819363 Expiration: 8/31/2017 Contact Person: Harold Christensen Phone Number: 206-325-2553 Cell Phone: E-mail: haroldc@lmueller.com Address: 130 Lakeside City: Seattle State: WA Zip Code: 98122 Proposed Scope of Work: Construct new Bartell Drug store and associated site work. REV 2015 Page 6 of 9 G1�Y COMMERCIAL APPLICATION ��LjNG�p� PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 Project Name/Tenant Bartell Drugs,Arlington Site Address 7423 204th Street N.E.,Arlington,WA 98223 Bldg/Unit/Suite IBC Construction Type V-B IBC Occupancy Type M (B &S-1 accessory) Description of Use Drug store Building Square Footage 14,667 s.f. Number of Stories 1 Square Footage Per Floor 14,667 s.f. Will there be any installation, modification or removal of the following? (Check all that apply) Automatic fire extinguishing systems ❑ Compressed gas systems Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids (tanks, piping etc...) ❑ Hazardous materials High piled/rack storage ❑ Industrial ovens/furnace ❑ Private fire hydrants ❑ Spraying or dipping operations VStandpipe systems ❑ Temporary membrane structure,tents (>200sq ft)or canopies(>400 sq ft) Provide details on any of the above checked items: A fire sprinkler and fire alarm system will be installed. Storage racking in the stockroom will be under separate permit. A fire sprinkler room is located in the corner of the building. Installation, changes, modifications or removal of any of the above may require additional submittals, information, or permits during the plan review or construction process. Statement of Special Inspection REV 2015 Page 7 of 9 G1�Y COMMERCIAL APPLICATION ��LjNG�p� PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 Name of Project: Bartell Drugs,Arlington Project Address: 7423 204th Street N.E.,Arlington,WA Special Inspection Firm: Krazan Address: 4303 198th Street SW, Lynnwood, WA 98036 Contact Person: Jeff Mercer Phone: 425 485-5519 Email: jeffmercer@krazan.com Special Inspection Firm Special Inspectors: The Special inspection Firm of Krazan will perform special inspection for the following types of work(separate forms must be submitted if more than one firm is to be employed). Reinforced Concrete Bolting in Concrete ( ) Pre-stressed Concrete ( ) Shotcrete {� Structural Masonry Structural Steel and Welding High-Strength Bolting ( ) Spray-Applied Fireproofing ( ) Smoke-Control Systems {� Other Specify: Weldhead studs All individual inspectors to be employed on this project will be WABO certified for the type of inspection they are to perform. If inspection is for work that is not covered by the WABO categories, a detailed resume of the inspector and firm must be submitted. The resume must show the inspector and firm are qualified to perform the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions and addenda sheets will not be used for inspection unless approved by the City.The special inspector shall report to the City revisions that are not approved. A daily record will be maintained on site itemizing the inspections performed,for the review of all parties.Any nonconforming items shall be brought to the immediate attention of the contractor for resolution.A weekly shall be submitted to the City; detailing the inspections and testing performed, listing any nonconforming items and resolution of nonconforming items. Unresolved nonconforming items will be detailed on a discrepancy report and presented to the building department. A final report shall be submitted to the Building Division prior to the Certificate of Occupancy being issued. This report will indicate that inspection and testing was completed in conformance with the approved plans, specifications and approved revisions and addenda. Any unresolved discrepancies must be detailed in the final report. The special inspector and special inspection firm serve in the role as"deputy"City of Arlington inspectors and as such are responsible to the City of Arlington Building Division in the performance of the required work. Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plans and specifications must be made available,at the job site for the use of the special inspector and the City Inspector. The contractor shall maintain all daily inspections reports, on site, for review. REV 2015 Page 8 of 9 v COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community&Economic Development City of Arlington • 18204 59th Ave NE•Arlington, WA 98223 • Phone (360) 403-3551 The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections. No concrete shall be poured or other work covered until approved by the City Inspector. Building Division: The Building Division shall review any revisions and addenda.Approved copies will be given to the contractor to maintain as part of the approved plan set. The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed. Design Professionals: The architect and engineer will clearly indicate on the plans and specifications for the specific types of special inspection required, and shall include a schedule for inspection and testing. The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals are obtained, prior to work shown on the revisions being performed. Owner: The project owner, or the architect or engineer acting as the owners agent, shall employ the special inspector or agency. ENFORCEMENT: A failure of the special inspector or firm to perform in keeping the requirements of the IBC,the approved plans and this document may void this agreement and the Building Officials approval of the special inspector. In such case a new special inspector and/or firm would need to be proposed for approval.A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project, until nonconforming items have been resolved. ACKNOWLEDGEMENTS I have read and agree to c mply with the terms and conditions of this agreement. Owner. Date:._ I hereby certify that the above information is correct and that the construction on,and the occupancy and the use of the above-described property will be in accordance/with the laws, rules and regulation of the State of Washington. Applicants Signature Harold Christensen 6-5-17 Print Applicants Name Date FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received REV 2015 Page 9 of 9 LEGAL DESCRIPTION NEW TRACT C, CITY OF ARLINGTON BOUNDARY LINE ADJUSTMENT FOR RODNEY MAYO FILE NO. PLN 2013-58, RECORDED FEBRUARY 21, 2014 UNDER RECORDING NO. 201402215006 AND AFFIDAVIT OF CORRECTION OF BOUNDARY LINE ADJUSTMENT RECORDED APRIL 15, 2014 AND NOVEMBER 05, 2014 UNDER RECORDING NOS. 201404150636 AND 201411050281, BEING A PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER AND THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M. RECORDS OF SNOHOMISH COUNTY, WASHINGTON. TAX PARCEL NUMBER: 31051100304100 Permit#: 1538 Permit Date: 07/07/17 Permit Type: COMM HZCIAL BUILDING Project Nam e Bartell Drugs Arlington Applicant Nam a Harold Christensen Applicant Address: 130 Lakeside Applicant, City, State, Zip: Seattle, WA98122 Contact: Harold Christensen Phone: 206-325-2553 Em al: haroldc@hn Ieller.com Scope of Work: New Com m ecial Retail Building Valuation: 2800000.00 Square Feet: 14671 Num ber of Stories: 1 Construction Type: O xupancy G ioup: ID Code: Permit Issued: 09/06/2017 Permit Expires: Form Permit Type: Status: LASERFICHE Assigned To: Kristin Foster Property Parcel# Address L egal Description O wner Nam e Ovner Phone Zoning RPI ARLINGTON 399 Other 31051100304100 7 423 204TH ST NE LLC Miscellaneous Manufacturing NEC Contractors Contractor P rim ay Contact P hone A ddress C ontractor Type L icense License# Buehner Construction, Jason Fritz 8 01-879-6227 3158 South Main CONSTRUCTION UBI 602819363 Inc Street CONTRACTOR Buchner Construction, Jason Fritz 8 01-879-6227 3158 South Main CONSTRUCTION Labor and BUEHNCI914MB Inc Street CONTRACTOR Industries Inspections Date I nspection Type D escription S cheduled Date C om Octed Date I nspector S tatus 10/30/2017 C20.BUILDING 04/03/2018 B UILDING C om Iieted FINAL 10/30/2017 FS07.FIRE Approved SPRINKLER FINAL Plan Reviews Date Review Type D escription A ssigned To R eview Status 07/10/2017 COM M IRCIAL z.Rick Karns BUILDING Fees Fee D escription N otes A m omt Building Plan Review T able 4-2 $6,214.30 Traffic M itigation-SF S ingle Fam iy $199,723.15 Building Perm i T able 4-1 $17,279.28 State Surcharge- 1st DU R esidential- 1st Unit $4.50 Total $223,221.23 Attached Letters Date Letter D escription 08/30/2017 Building Perm i Paym arts Date Paid By D escription P aym art Type A ccepted By A m amt 07/07/2017 Lance Mueller and Check#1683 K ristin Foster $6,214.30 Associates 09/06/2017 RPI Arlington c heck#1017 L auna Black $217,006.93 O ttstanding Balance $0.00 Notes Date Note C reated By: 02/01/2018 Do not issue C of O until sewer and storm easem arts are in place and city approved. K ristin Foster Uploaded Files Date File Nam e 04/05/2018 3223708-7423 204th Street C of O.pdf 03/21/2018 3176387-1538 Health District Approval Letter.pdf 03/09/2018 3144476-1538 Tem Cn of O.pdf 07/25/2017 2473073-P.R.#1538.docx 07/10/2017 2432526-16032 Arch perm i set 7-5-17 Part2.pdf 07/10/2017 2432527-16032 Arch perm i set 7-5-17 Part3.pdf 07/10/2017 2432529-16032 Arch perm i set 7-5-17 Partl.pdf 07/10/2017 2432521-Bartells Arling envsum pdf 07/10/2017 2432522-Corn m rcial Application Packet.pdf 07/10/2017 2432523-legal.pdf 07/10/2017 2432517-7-5-17 Bartell New Building Calcs.pdf 07/10/2017 2432519-Arlington Drugstore-L-1.0 170630.pdf 07/10/2017 2432520-Bartell Drugs Ridge Plaza-STRUCTRUAL CURRENT SET.PDF :0 �;o N N D z z m o c o o z o m D C) * D � jp ' p =_ moDmz ; r D (n 70 z -q D m p m O - ZOO < - r Cn z p 0< � W C7 Z 0 0 = co � 0CnC_) r C- _ � mmW --iO° � o = zm C7 Z = m n p > VI W O MM;u0Z� mr n C) z Cn � 0 � OZp0 0 cr < m ,oZcomo O DCOZ � mz ; mmcoCcc) o ( � ODO _ gy m = c x c O ;;7m ;;uz -< z O C) o (n C) C) p D N D Z 1 m000 �_ Z � o N mmz - - - D G-) Z � Z V � m m O DDzD gTJ (f) ppp = C ' C m C mDN (f) U) > ;u � m � mmm :Ox 0ZooZ CO � � � � � momz0 m = CC,d0G) ;;7 ;ama' 70z ;;o ooZmoo c p p N m M = D - -< 0 ::�E -U � � m Z) oK: ZZ r N -< (�^ (�^ o o -71 V 0 1 0) m