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HomeMy WebLinkAbout121 E Burke Ave_BLD677_2026 • COMMERCIAL REMODEL PERMIT APPLICATION Department of Community & Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 Phone (360) 403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY THREE (3) SETS OF CONSTRUCTION PLANS, TWO (2) SETS OF STRUCTURAL CALCULATIONS, ONE (1) SET OF NREC ENERGY CODE APPLICATIONS AND ONE (1) OCCUPANTS STATEMENT OF INTENDED USE. Type of Permit: O Change of Use/Remodel O Commercial Addition * Tenant Improvement Project Address: 121 E Burke Ave Project Valuation: 150000 Project Description: Interior TI for Dollar Tree and new storefront and door per plan Owner: Dollar Tree Address: 12992 SE Where Else Lane City: Miwaukie State: OR ZIP: 97222 Contact Person: Andy Paroline Phone: 206.719.0339 Cell Phone: 206.719.0339 E-mail: andy@parolineassociates.com Address: 3617 sw charlestown st City: seattle State: wa ZIP: 98126 Contractor Information Contractor Same as O Yes No Applicant: Contractor: TBD Phone: TBD Address: TBD City: TBD State: WA ZIP: TBD License Number: TBD Expiration: TBD Project Name/Tenant: Dollar Tree Site Address: 121 E Burke Ave Bldg/Suite/Unit IBC Construction III-B IBC Occupancy Type: M Type: Description of Use: Mercantile Building Square 9000 Number of Stories: 1 Footage: Square Footage Per 9000 Floor: 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 ❑ Standpipe systems ❑ Temporary membrane structure, tents (>200sq ft) or canopies (>400 sq ft) Provide details on any of the above checked items: Installation, changes, modifications or removal of any of the above may require additional submittals,information, or permits during the plan review or construction process. 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: 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 permitcenter&arlingtonwa.gov. I have read and agree to comply with the terms and conditions of this agreement. 0 Please Attach Plans and Supporting Documents (PDF Only) DT Arlington Arch Struc Plans 050515.pdf STAFF USE ONLY: Permit Number: Accepted Receipt # By: Date Received: Amount Received: By submission of this form, 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. Z Q O z 0 0 0 z O W a 0 W J Q FORMER FOOD PAVILION Cn W ARLINGTON , WASHINGTON z Zi-, W � w Q U Z W O z DEAL # 8880 a: a 0 y H O U ' 11 ABBREVIATIONS SYMBOLS KEY PLAN INDEX OF DRAWINGS ACT ACOUSTICAL CEILING TILE MAX MAXIMUM y „!m"� i,S• >. A A A A ARCHITECTURAL ADA AMERICAN DISABILITIES ACT MFG,MANUF MANUFACTURE,MANUFACTURER e AFF ABOVE FINISHED FLOOR MIN MINIMUM,MINUTE `s ARCH ARCHITECT,ARCHITECTURAL MITI) MOUNTED ELEVATION MARKER ELEVATION DATUM CS1 NOTES,LEGEND AND KEY PLAN MTL METAL D1 DEMOLITION PLAN APPROX APPROXIMATE _� Al FLOOR PLAN AND WALL CONSTRUCTION TYPES BD BOARD NIC NOT IN CONTRACT A1.1 FIXTURE/EGRESS PLAN,DETAILS AND ELEVATIONS BLDG BUILDING OC ON CENTER BREAK LINE - _ - A1.2 ENLARGED PLAN,DETAILS AND ELEVATIONS CEM CEMENT PLASTER FINISH OPP OPPOSITE 1 ENLARGED DETAIL INDICATOR -=-� Al.3 ENLARGED PLAN DETAILS,SECTION AND ELEVATIONS CLG CEILING PEJ PREFORMED EXPANSION JOINT Al A2 REFLECTED CEILING PLAN,LEGEND AND DETAILS CLR CLEAR PLAM PLASTIC LAMINATE A3 ELEVATIONS CMU CONCRETE MASONRY UNIT PLYWD PLYWOOD 11 A4 SCHEDULES,NOTES,AND WALL SECTIONS COL COLUMN PR PAIR / EXISTING DOOR DF DRINKING FOUNTAIN PSI POUNDS PER SQUARE INCH DTL DETAIL PTD PAINTED DWG DRAWING RELO RELOCATE WALL SECTION MARKER REQD REQUIRED d EA FS EXTERIOR INSULATION FINISH SYSTEM SC SOLID CORE Ai NEW DOOR /1E Rl Sf, t STRUCTURAL ELEV ELEVATION SF SQUARE FEET • `o_ EQ EQUAL SHT SHEET S1.1 STANDARD NOTES AND DETAILS m EXIST EXISTING SIM SIMILAR * S1.2 STANDARD NOTES AND DETAILS E T STRUCT STRUCTURAL � 51.3 STANDARD NOTES AND DETAILS EXTING EXTINGUISHER x x INTERIOR ELEVATION MARKER GYPSUM WALL BOARD S2.1 FOUNDATION PLAN h m FIE FIRE EXTINGUISHER T THICK,THICKNESS r n� !fir t I _ y N TG TEMPERED GLASS 53.1 FRAMING NOTES c °° FIR FIRE RATING c � o FRP FIBERG FINISHED REINFORCED PANEL THRESH THRESHOLD ® I Jr, - MECHANICAL / PLUMBING FIN FINISH,FINISHED TYP TYPICAL O WOOD TRIM UL UNDERWRITERS LABORATORIES X DEMOLITION NOTE h . m MP1 HVAC PLAN FTG FOOTING FT FOOT, ET ION UNLESS OTHERWISE NOTED Jim F'ROJECL MP2 PLUMBING PLAN AND HVAC NOTES FV FIELD VERIFY VCT VINYL COMPOSITION TILE i = NORTH MP3 MECHANICAL SPECIFICATIONS _ $ VENT WR WIDE,WIDTH 0 WALL CONSTRUCTION TYPE THROUGH GENERAL SITE " GA GAGE NEW WALL CONSTRUCTION t GWB GYPSUM WALLBOARD WD WOOD H HIGH HDW HARDWARE W/ WITH ELECTRICAL HIM HOLLOW NOTES HOLLOW METAL WWF WELDED WIRE FABRIC CMU E1 ELECTRICAL POWER PLAN HGT HEIGHT & AND ANGLE AX REVISION MARKER 1. IN ACCORDANCE WITH CHAPTER 11,ACCESSIBILITY-SECTIONS 1104 AND 1106 E2 ELECTRICAL LIGHTING PLAN E3 ELECTRICAL SCHEDULES AND RISER DIAGRAM HOL HOLLOW AT OF THE INTERNATIONAL BUILDING CODE,2012 EDITION,THE EXTERIOR E4 ELECTRICAL SPECIFICATIONS HORIZ HORIZONTALLY @ CENTER LINE ROUTES OF TRAVEL AND ACCESSIBLE PARKING ARE EXISTING PRIOR TO THE HR HOUR HVAC HEATING,VENTILATION AND AIR CONDITIONING DEGREES DOOR NUMBER CONCRETE OCCUPANCY OF THE NEW TENANT.NO CHANGE OF OCCUPANCY OR FOR REFERENCE ONLY O O EXTERIOR SITE MODIFICATION SHALL OCCUR WITHOUT PRIOR PERMITTING JT JOINT 0,DIA DIAMETER DS1 REACH-IN UNITS DETAILS AND SPECIFICATIONS # NUMBER AND COMPLIANCE TO ABOVE MENTIONED CODE.REQUIRED SITE DS2 WALK-IN DETAILS AND SPECIFICATIONS L LENGTH,LONG PLUS OR MINUS DEVELOPMENT OR COMPLIANCE TO ABOVE MENTIONED CODE SHALL BE SOLE EM-1 ENERGY MANAGEMENT PLAN RRM M LAM LAMINATE RESPONSIBILITY OF LANDLORD AND/OR OWNER OF EXISTING BUILDING AND EM-2 ENERGY MANAGEMENT PLAN LVT LUXURY VINYL TILE SITE. EM-3 ENERGY MANAGEMENT PLAN ARCHITECTS, PC EM-4 ENERGY MANAGEMENT PLAN 1317 Executive Blvd,Suite 200 GENERAL NOTES NEW WORK NOTES ENVIRONMENTAL HEALTH NOTES DOLLAR TREE "STANDARD SECURITY" Chesa2828k1ax VA(757)623320 1. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE LOCAL,STATE,AND 1. PROVIDE TENANT IDENTIFICATION SIGN AT REAR DOOR PER LANDLORD'S 13.CONTRACTOR SHALL NOTIFY CONSTRUCTION PM OF ANY NECESSARY NO SECURITY MEASURE NECESSARY NATIONAL CODES AND REGULATIONS.CONSTRUCTION SHALL ALSO CRITERIA. REPAIRS TO ROOF PRIOR TO PERFORMING ANY OR ALL WORK. 1. THIS FACILITY CARRIES ONLY 100%PRE-PACKAGED FOOD TO COMPLY WITH LANDLORD'S CRITERIA(UNLESS PRECLUDED BY CODE). 2. (4)2A-10BC RATED FIRE EXTINGUISHERS TO BE TENANT SUPPLIED.SIMILAR 14.CONTRACTOR SHALL REMOVE AND DISPOSE OF ANY AND ALL PREVIOUS INCLUDE THE FREEZERICOOLER PRODUCT. w k o 2. ALL WOOD FRAMEWORK,WOOD BLOCKING AND PLYWOOD SHALL BE FIRE TO JL INDUSTRIES MODEL COSMIC 5E.LOCATE EXTINGUISHERS AS SHOWN. TENANTS EXTERIOR SIGNAGE LEFT BEHIND.ALL EXISTING MATERIALS TO 2. THIS FACILITY IS A NON DINING FACILITY.NO DINING SEATING WILL i RETARDANT TREATED PER CODE. PROVIDE WALL BRACKETS AND MOUNT CONTROLS AT 48"AFF MAX. REMAIN WHICH ARE DAMAGED OR OTHERWISED DISTURBED BY REMOVAL BE PROVIDED TO CUSTOMERS. w 3. ALL FINISH MATERIALS SHALL MEET FLAME SPREAD AND SMOKE PROVIDE"FIRE EXTINGUISHER"SIGNS ON WALL DIRECTLY ABOVE EACH OF PREVIOUS TENANT SIGNAGE SHALL BE PATCHED OR REPAIRED AND 3. THIS FACILITY DOES NOT PERFORM ANY TYPE OF FOOD BUILDING CODE SUMMARY PROJECT DIRECTORY 3 DEVELOPMENT RATING CLASS C(OR CLASS 3). UNIT.CONTRACTOR SHALL HAVE EXTINGUISHERS INSPECTED AND PAINTED TO MATCH EXISTING ADJACENT MATERIALS SO THAT THE REPAIR PREPARATION WITHIN THE STORE FOR CUSTOMER CONSUMPTION z 4. WALL CONSTRUCTION BY THE TENANT'S CONTRACTOR IS SHOWN HATCHED. TAGGED. IS IMPERCEPTIBLE.CONTRACTORS SHALL NOT INCLUDE THIS SCOPE OF AND/OR EMPLOYEE CONSUMPTION. APPLICABLE BUILDING CODE: 2012 INTERNATIONAL BUILDING CODE ARCHITECT SIGN CONTRACTOR 5. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING 3. THE CONTRACTOR SHALL VERIFY THAT TOILET ROOM(S),INCLUDING WORK IN THEIR BID AND WILL BE HANDLED VIA CHANGE ORDER AFTER SITE 4. THIS FACILITY HAS NO FOOD EQUIPMENT WITHIN THE STORE. (WITH WA STATE AMENDEMENTS) RRMM ARCHITECTS,PC UNITED SIGNS CONDITIONS PRIOR TO BID TO DETERMINE THE EXTENT OF WORK.THE FIXTURES AND ACCESSORIES(BOTH EXISTING AND NEW)MEET ALL EVALUATION IS DONE BY WINNING BIDDER.CONTRACTOR SHALL FORWARD 5. THIS FACILITY WILL HAVE 3 TO 4 EMPLOYEES PER SHIFT MAXIMUM. 1317 EXECUTIVE BLVD,SUITE 200 5201 PENTECOST DRIVE (WIT CONTRACTOR SHALL NOTIFY THE ARCHITECT AND THE TENANT OF ANY APPLICABLE LOCAL,STATE AND FEDERAL ACCESSIBILITY CODES AND THE EVALUATION AND PRICE QUOTE TO THE CONSTRUCTION PM FOR ONE STORE MANAGER,ONE TO TWO CASHIERS AND ONE STOCKER. APPLICABLE PLUMBING CODE: UNIFORM PLUMBING CODE CHESAPEAKE,VIRGINIA 23320 MODESTO,CA 95356 DISCREPANCIES PRIOR TO BIDDING. LAWS. APPROVAL PRIOR TO PERFORMING ANY AND ALL WORK. 6. EMPLOYEE LOCKERS-EASILY CLEANABLE LOCKERS WILL BE (WITH WA STATE AMENDMENTS) PHONE(757)622-2828 PHONE(916)359-0924 6. ALL MATERIALS INDICATED ARE NEW,UNLESS SPECIFICALLY NOTED AS 4. PROVIDE EXTERIOR LIGHT ABOVE REAR DOOR,AS APPROVED BY 15.CONTRACTOR SHALL INSTALL TENANT SUPPLIED INTERIOR GRAPHICS AND PROVIDED TO ALL EMPLOYEES,REFER TO FIXTURE PLAN FOR USE GROUP: M-MERCANTILE FAX(757)622-6883 FAX(209)543-1326 EXISTING,AND SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR. LANDLORD,IF ONE DOES NOT EXIST WITHIN 10 FEET OF REAR DOOR. SIGNS TO INCLUDE BUT NOT LIMITED TO PERIMETER WALL LOCATION. SHAUN BAZE,PM APRIL DEPEW ITEMS INDICATED AS TENANT SUPPLIED SHALL BE INSTALLED BY THE 5. PAINT ALL EXPOSED SURFACE MOUNTED CONDUIT TO MATCH ADJACENT GRAPHICSISIGNAGE,HANGING GRAPHICS/SIGNAGE AND STOREFRONT 7. MOP SINK-THIS FACILITY WILL BE SUPPLIED WITH A 24"06"FLOOR CONSTRUCTION TYPE: III B CONTRACTOR PER TENANTS REQUIREMENTS ANDIOR MANUFACTURER'S WALL COLOR(IE WHITE OR YELLOW). WINDOW DECALS.CONTACT THE CONSTRUCTION PM FOR MOUNTED MOP SINK WITH APPROVED VACUUM BREAKER FAUCET. PLUMB,MECH,ELEC ENGINEER LANDLORD PUBLISHED STANDARDS. 6. CONTRACTOR SHALL CAULK AROUND TOP AND BOTTOM EDGES OF GRAPHIC/SIGNAGE DRAWINGS. WALLS SURROUNDING MOP SINK WILL HAVE FRP TO 8'-0"ABOVE NUMBER OF STORIES: ONE DUNHAM LEARNED COMMERCIAL,INC. 7. ALL EXISTING MATERIALS TO REMAIN WHICH ARE DAMAGED OR OTHERWISE COLUMN SURROUNDS TO AVOID INJURY. 16.CONTRACTOR SHALL SEAL ALL EXTERIOR PENETRATIONS INCLUDING FINISH FLOOR FOR EASY CLEANABLE SURFACE. 50 6TH STREET SOUTH,SUITE 1100 108 GILKEY RD DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE PATCHED OR 7. REPAIR AND CLEAN ALL EXISTING MATERIALS(IE STOREFRONT FRAMING CRACKS,HOLES,GAPS,AND EXISTING PENETRATIONS.CONTRACTOR 8. NSF,ANSI AND UL APPROVED-ALL EQUIPMENT WITHIN THIS BUILDING HEIGHT: IT-9" MINNEAPOLIS,MINNESOTA 55402 BURLINGTON,WA 98233 REPAIRED TO MATCH THE EXISTING ADJACENT MATERIALS,SO THAT THE AND GLAZING,WALLS,CEILING,ETC)TO REMAIN TO A LIKE NEW CONDITION. SHALL SELECT MATERIAL APPROPRIATE FOR CONDITION TO PROVIDE FACILITY IS NSF,ANSI AND UL APPROVED,CUT SHEETS FOR PHONE(612)465-7676 PHONE(360)757-3888 REPAIR IS IMPERCEPTIBLE. 8. NOTIFY DOLLAR TREE'S CONSTRUCTION PM AS TO THE CONDITION OF PERMANENT RODENT-PROOF INFILL(INSULATION SPRAY FOAM IS NOT AN EQUIPMENT AVAILABLE UPON REQUEST. SPRINKLERED: YES FAX(612)465-7551 FAX(360)757-1850 8. DURING THE COURSE OF CONSTRUCTION,IF THE CONTRACTOR UNCOVERS EXPOSED CONCRETE BLOCK WALL TO REMAIN ON THE SALES FLOOR. ACCEPTABLE FINISHED MATERIAL.) 9. FINISH SCHEDULE-A FINISH SCHEDULE IS INCLUDED IN THIS SET OF TOTAL LEASE AREA: 9,000 SF ADAM PAULSON,PM CLAY LEARNED ANY CODE VIOLATION KNOWN TO HIM OR ANY DISCREPANCY WITH THE DOLLAR TREE WILL MAKE THE DETERMINATION AS TO WHETHER THE CONSTRUCTION DOCUMENTS AND LOCATED ON SHEET A4 FOR 17.CONTRACTOR SHALL HIRE THE LANDLORD'S ROOFER TO PROVIDE ROOF STRUCTURAL ENGINEER �� DESIGN,CONTRACTOR SHALL NOTIFY THE ARCHITECT OF SUCH WALL'S CONDITION IS SUITABLE FOR PAINTING OR NEEDS TO BE FURRED YOUR USE. OCCUPANCY LOAD: SALES AREA 7,170I 30 =239 I U Ll CD PENETRATION AS A POINT OF ENTRY FOR TENANT'S SATELLITE VENDOR. BRAD YOUNG&ASSOCIATES 00 IMMEDIATELY. OUT WITH METAL STUDS AND GWB. 10.QUESTIONS-EXAMINER PLEASE FEEL FREE TO CONTACT THE STOCKROOM 1,830I300 =7 C. POINT OF ENTRY SHALL BE LOCATED OVER TENANT'S OFFICE OR AS CLOSE 345 POLLASKY AVENUE 9. CONTRACTOR SHALL ASSEMBLE AND INSTALL MATERIALS/PRODUCTS IN 9. CONTRACTOR SHALL INSTALL TENANT SUPPLIED FIXTURES TO INCLUDE ARCHITECT AND ENGINEERS LISTED ON SHEET CS1 WITH ANY AS POSSIBLE.REFER TO FLOOR PLAN AND FIXTURE PLAN FOR EXACT OFFICE TOTAL =246 CLOVIS,CA 93612 � STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS BUT NOT LIMITED TO CART CORRAL,PERIMETER WALL GONDOLA,FLOOR LOCATION PRIOR TO PENETRATING ROOF. QUESTIONS OR ITEMS YOU NEED CLARIFICATION ON.ALSO YOU CAN PHONE(559)323-9600 J AND INDUSTRIAL/ASSOCIATION STANDARDS. GONDOLA,BALLOON CENTER,HANGING BALLOON CORRALS,HELIUM TANK CONTACT KEITH JOHNSON,DIRECTOR OF ARCHITECTURAL PROJECT ADDRESS: FORMER FOOD PAVILION Ill[ w 10.FIELD VERIFY AND/OR REPORT ASBESTOS-CONTAINING MATERIAL TO CABINET(SALES FLOOR),HELIUM TANK BRACKETS(STOCKROOM,SEE 18.CONTRACTOR SHALL POST ON BULLETIN BOARD IN OFFICE FINAL SERVICES FOR DOLLAR TREE STORES,INC AT 757-321-5435. 121 E.BURKE AVE FAX(559)323-9633 �� BRAD YOUNG,ENGINEER ARCHITECT AND TENANT UPON DISCOVERY. DETAIL),GRAVITY CONVEYOR SYSTEM,AND MOBILE FIXTURES PER INSPECTIONS&CERTIFICATE OF OCCUPANCY. ARLINGTON,WA 98223 Z 11.SMOKE AND FIRE PARTITIONS SHALL BE CONSTRUCTED PER THE TENANTS FIXTURE PLAN.CALIFORNIA PROJECTS ONLY,CONTRACTOR 19.WALK-IN FREEZER COOLER UNIT IS TO BE INSTALLED PER MANUFACTURER'S TENANT O DESIGNATED UL DESIGN AND SHALL BE EXTENDED VERTICALLY TO THE SHALL STRAP ALL FIXTURES AS PER THE SEISMIC DRAWINGS PROVIDED. SPECIFICATIONS.THE UNIT IS SELF-CONTAINED AND DOES NOT REQUIRE A BUILDING DEPARTMENT PHONE NO: (360)403-3551 DOLLAR TREE STORES I C J a BOTTOM OF THE STRUCTURE ABOVE.PROVIDE FIRE STOPS AND SEAL ALL CONTACT THE CONSTRUCTION PM IF FIXTURE/SEISMIC DRAWING WAS NOT FLOOR SINK DRAIN.THE INTERIOR CEILING AND WALL FINISH ARE A NSF 12992 SE WHERE ELSE LANE V Q Z a PIPE AND CONDUIT PENETRATIONS WITH SEALANT THAT COMPLIES WITH MADE AVAILABLE TO YOU DURING YOUR BIDDING PROCESS. APPROVED GALVANIZED FINISH.THE FREEZER FLOOR IS TO HAVE AN FIRE MONITORING REQUIRED: YES-GC TO CONFIRM a CL O r MILWAUKIE,OR 97222 � w THE MINIMUM FIRE RATED REQUIREMENTS FOR THE PARTITION.DUCT 10.DOORS AND FRAMES(OTHER THAN THOSE LISTED AS EXIST)ARE TENANT ALUMINUM DIAMOND TREAD FINISH. PHONE(503)653-1788 z o PENETRATIONS SHALL BE PROTECTED WITH SMOKE AND/OR FIRE DAMPERS. SUPPLIED FOR CONTRACTOR INSTALLATION.STOREFRONT DOORS(WHEN GENERAL FIRE PROTECTION NOTE p FAX(503)653-1784 12.ALL INTERIOR CONCRETE SHALL BE PORTLAND CEMENT BASED TO INCLUDE NOTED)SHALL BE SUPPLIED AND INSTALLED BY CONTRACTOR AS JOHN FOX < z PATCHING,FLOATINGILEVELING OF FLOORS AND INFILLING. REQUIRED.AUTOMATIC DOORS(WHEN NOTED)WILL BE SUPPLIED AND CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF LANDLORD'S AND O o w 13.FIRE WALLS,FIRE BARRIERS,FIRE PARTITIONS,SMOKE BARRIERS AND INSTALLED BY TENANT'S VENDOR(CONTRACTOR IS RESPONSIBLE FOR FIRE MARSHAL'S FIRE ALARM REQUIREMENTS,SYSTEM DESIGN/BUILD, w SMOKE PARTITIONS SHALL BE PERMANENTLY IDENTIFIED WITH SIGNS OR ELECTRICAL CONNECTION.) APPROVAL BY LANDLORD AND FIRE MARSHAL AND INSTALLATION USING ai STENCILING.LETTERING SHALL BE NOT LESS THAN 1/2"IN HEIGHT LOCATED 11.CONTRACTOR SHALL REMOVE ANY EXISTING SIGNAGE THAT HAS PREVIOUS FIRE ALARMS PANELS SPECIFIED BELOW.ARRANGE FOR CONNECTION Q p o ABOVE AN ACCESSIBLE CEILING AND REPEATED IN INTERVALS NEXCEEDING 30'HORIZO TALLY ALONG THE WALL OR PART T ON.OT REQUIRED SHALLTENANTS NAMEIBE REPLACED AND/NTERIOR W LIKE DOLLAR KIND WITH DOLLA RE SEXTERIOR.)ANY SIGNAGETNAME. ONE OFF THE ALARM PANELS SECURITYIS AND MONITORING BY VECTOLISTED BELOW SOT AT VECTOR SECURITY DEFERRED SUBMITTALS O L` ` z SUGGESTED WORDING SHALL BE"FIRE AND/OR SMOKE BARRIER-PROTECT 12.CONTRACTOR SHALL VERIFY IF THERE IS AN EXISTING ACCESS PANEL TO CAN MONITOR THE SYSTEM: 1. AUTOMATIC FIRE SPRINKLER SYSTEM ALL OPENINGS" TENANTS SIGNAGE.IF ACCESS PANEL DOES NOT EXIST,INSTALL 2'-0"X 24' A.SILENT KNIGHT 5700-TO BE USED WHEN AHJ REQUIRES AN 2. FIRE ALARM(IF REQUIRED) 14.ANY DETAIL WHICH MAY BE INCOMPLETE OR LACKING IN THE PLANS OR ACCESS PANEL EITHER INSIDE AT DOLLAR TREE'S SPACE ABOVE THE ADDRESSABLE PANEL. 3 SPECIFICATIONS SHALL NOT CONSTITUTE CLAIM FOR EXTRA CEILING(VERIFY FIRE RATINGS AND CODE REQUIREMENTS)OR IN THE B. DMP XR100-TO BE USED AS A BAIFA COMBO PANEL. COMPENSATION.SUCH DETAIL,IF REQUESTED BY THE CONTRACTOR, EXTERIOR SOFFIT TO MATCH CANOPY CONSTRUCTION AS ALLOWED BY C.BOSCH D7412GV2-TO BE USED AS A BATA COMBO PANEL. SHALL BE SUPPLIED BY THE ENGINEERIARCHITECT AND SUBMITTED TO THE LANDLORD.CONFIRM WITH SIGN VENDOR FOR LOCATION PRIOR TO D.MIRTONE FS100 4RD-TO BE USED AS A STANDARD FA PANEL CONTRACTOR IN ADVANCE OF ITS REQUIREMENT ON THE JOB.THE TRUE INSTALLING. CONTACT VECTOR SECURITY AT 703-468-6100.ASK FOR THE DOLLAR sheet INTENT OF THE PLANS AND SPECIFICATIONS IS TO PRODUCE A COMPLETE TREE SUPPORT TEAM AT LEAST 7 DAYS PRIOR TO THE DATE YOU NEED WORKING FACILITY AND INCOMPLETE DETAIL WILL NOT ABROGATE THIS THE PANEL DOWNLOADED SO WE CAN ASSIGN AN ACCOUNT MANAGER. INTENT. YOU WILL NEED TO PROVIDE ZONE INFORMATION AND VERIFY CORRECT 15.THE CONTRACTOR SHALL PROVIDE ALL SHOP DRAWINGS(WITH THEIR SIGNALS ARE BEING RECEIVED PRIOR TO INSPECTIONS BY THE FIRE STAMP OF APPROVAL)AS REQUIRED BY THE AUTHORITY HAVING MARSHAL.REFER TO NOTES IN SLM FOR ADDITIONAL IMPORTANT JURISDICTION FOR APPROVAL BY THE ARCHITECT/ENGINEER OF RECORD. INFORMATION. 108'-6z' o EXIST TRASH ENCLOSURE OM II Y o 1 (V EXIST RAILING NOTE: TO REMAIN y N m ALL OTHER DEMOLITION TO BE PERFORMED BY LL PRIOR TO TURNOVER. CONTRACTOR TO VERIFY PRIOR TO BID. I I 0 RRMM ARCHITECTS, PC 1317 Executive Blvd,Suite 200 Chesappeake,VA 23320 (757)622-28281 fax(757)622-6883 ko EXIST LEAVE-OUT w O3 IIIM 2 s rn III ^ z a DEMOLITION PLAN QIR SCALE:1l8"=1'-0" U DEMOLITION NOTES O PROJECT NORTH O REMOVE PORTION OF EXTERIOR WOOD STUD WALL AS INDICATED FOR INSTALLATION OF DOOR IN NEW WORK.REFER TO STRUCTURAL DRAWINGS, OREMOVE PORTION OF EXISTING WOOD STUD KNEE WALL COMPLETE FOR INSTALLATION OF STOREFRONT DOOR IN NEW WORK. R 00 CDREMOVE EXIST STOREFRONT FRAMING AND GLAZING COMPLETE. 00 at w z O � Qz � o O z O a J � a CL' z z gp W p O OlY z 0J O ¢ o 3 sheet D1 WALL CONSTRUCTION TYPES 1 EXTERIOR DEMISING WALL:EXISTING WALL.PATCH AND REPAIR 4 TENANT DEMISING WALL:EXISTING METAL STUDS AND FIRECODE 6 PARTITION WALL:6"(20 GA)METAL STUDS @ 16"OC WITH ONE 8 PARTITION WALL:3 5/8"(20 GA)METAL STUDS @ 16"OC WITH ONE 1 PARTITION WALL:3 518"(20 GA)METAL STUDS @ 16"OC WITH ONE 1 PARTITION WALL:3 5/8"(20 GAGE)METAL STUDS @ 16"OC WALL AS REQUIRED.FINISH PER FINISH SCHEDULE,SHEET A4. GWB.PATCH AND REPAIR AS REQUIRED TO MAINTAIN FIRE RATING LAYER 5/8"GWB EACH SIDE TO ROOF DECK ON SALES AREA SIDE LAYER 518"GWB EACH EXPOSED SIDE TO FINISHED CEILING. LAYER 5/8"GWB EACH SIDE TO ROOF DECK.FINISH PER FINISH WITH ONE LAYER 5/8"GWB EXPOSED SIDE TO 6"ABOVE PER CODE.SEE DETAIL 3/A4.FINISH PER FINISH SCHEDULE,SHEET AND TO 12'-0"AFF ON STOCKROOM SIDE.SEE DETAIL 51A4 FOR PLUMBING WALLS ON INTERIOR OF TOILETS SHALL HAVE WATER SCHEDULE,SHEET A4. FINISHED CEILING.FINISH PER FINISH SCHEDULE SHEET A4. TENANT DEMISING WALL:EXISTING MASONRY WALL WITH METAL A4. ADDITIONAL REQUIREMENTS AND BRACING.FINISH PER FINISH RESISTANT GWB.SEE DETAIL 51A1.3.FINISH PER FINISH SCHEDULE, 11 PARTITION WALL:3 518"(18 GAGE)METAL STUDS @ 12"OC FURRING AND GWB.PATCH AND REPAIRAS REQUIRED.SEE SCHEDULE,SHEET A4. SHEET A4. DETAIL 11A4.FINISH PER FINISH SCHEDULE,SHEET A4. PARTITION WALL:6"(20 GA)METAL STUDS @ 16"OC WITH ONE WITH ONE LAYER 518"GWB EACH SIDE TO ROOF DECK. LAYER 5/8"GWB EACH SIDE TO ROOF DECK ON SALES I 7 PLUMBING PARTITION:6"(20 GA)METAL STUDS @ 16"OC WITH 99 PARTITION WALL:3 5/8"(20 GAGE)METAL STUDS @ 16"OC WITH PROVIDE WATER RESISTANT GWB ON SINK SIDE.SEE �3 EXTERIOR DEMISING WALL:EXISTING WOOD STUD AND GWB: STOCKROOM SIDE AND TO FINISHED CEILING ON TOILET ROOM I ONE LAYER 518"GWB EACH EXPOSED SIDE TO FINISHED CEILING. ONE LAYER 518"GWB EACH SIDE TO 8'-0"AFF.SEE DETAIL 2/A1.2. SUPPORT DETAIL 2/A1.3.FINISH PER FINISH SCHEDULE SHEET PATCH AND REPAIR TO LIKE NEW CONDITION.SEE DETAIL 2/A4. HALLWAY SIDE.SEE DETAIL 4/A4 FOR ADDITIONAL PLUMBING WALLS ON INTERIOR OF TOILETS SHALL HAVE WATER FINISH PER FINISH SCHEDULE SHEET A4. A4. FINISH PER FINISH SCHEDULE,SHEET A4. REQUIREMENTS.FINISH PER FINISH SCHEDULE,SHEET A4. RESISTANT GWB.FINISH PER FINISH SCHEDULE,SHEET A4. 109'-9"t 20'-2"f 2T-1"+ I T-T± 21'-* 1 T-10y" CONTRACTOR SHALL REFER TO OFFICE 2 1 VERIFY GATE IN O / I ELEVATION FOR INSTALLATION OF OFFICE I 1 1 POWER AND DATA. 1 GOOD WORKING / 3 I ORDER AND MAKE / II A4 0 o AND NECESSARY / OFFICE I 0 0 REPAIRS. II L —1 100 1 WA7.2 EXIST TRASH b 9 m ENCLOSURE 3 _ 6 a CONTRACTOR SHALL PROVIDE 1 1/2"DIAMETER STEEL RAIL VERIFY THERE IS A 2 AT 2'-10"AFF WITH ADDITIONAL RAILS EXIST RAILING- FLOOR OR LANDING A4 AT 0'-6"AFF AND 1'-8"AFF.POSTS TO CLEAN AND AT THE SAME BE EMBEDDED 3"DEEP INTO TO HOLE REPAINT ELEVATION ON EACH 401 DOLLAR TREE PAINT ALL RAILING SAFETY YELLOW.AND FILLED WITH NON-SHRINK GROUT. 3-7" o SIDE OF THE DOOR. NOTIFYARCHITECT SALES AREA A _ _ _ _ _ q E d IF VARIES. M GENERAL INFORMATION: FIRE EXTINGUISHER-SEE m PROVIDE DETACHABLE ® NEW WORK NOTE 2. SHOPPING CENTER: FORMER FOOD PAVILLION n CHAIN LINK AT LOADING , '° 4 EXISTING OVERHEAD DOOR I I A -PROVIDE HASP FOR S DOCK. � T-0" CITY: ARLINGTON I e TENANTS LOCK. Q 0 STATE: WASHINGTON ° SHOPPING CART BUMPER SEE CEILING HEIGHT �d . 4 +-4'_1 DETAIL 1/A1.1. POWER POLE(TENANT (SALES AREA): 9'-0" •1'-0" 0'-0" , 0'-0" m m Y SUPPLIED) SPRINKLERED: YES 9 EXIST CHAIN LINK RAILING a a SQUARE FOOTAGES 200 400 TO REMAIN.CLEAN AND TENANT SUPPLIED.PRE-WIRED FIRE EXTINGUISHER-SEE ° REPAIR POSTS.REPLACE TOTAL SPACE LEASED: 9,000 SF CONTRACTOR SHALL VERIFY FLOOR IS LEVEL WITHIN CHAINS AS REQUIRED. CHECKOUT.(TYP) SALES FLOOR AREA: 7,170 SF 114"IN 10 LINEAR FEET UNDER FREEZER/COOLER NEW WORK NOTE 2. 3 NON-SALES AREA: 1,830 SF 20% REACH-INS AND STORAGE.CONTRACTOR SHALL ° 0 0 USABLE STOCKROOM: 975 SF 10.8% NOTIFY THE DOLLAR TREE CONSTRUCTION PM IF THIS PROVIDE CONCRETE LANDING AND ALARM SYSTEM.REFER TO REQUIREMENT IS NOT MET.CONTRACTOR SHALL RUN RAMP.LANDING SHALL BE LEVEL WITH ELEV B/A1.1. USABLE SALES FLOOR 6,861 ALL PIPING I CONDUIT FOR FREEZER/COOLER WITHIN EXTERIOR DOCK AND RAMP SHALL DECK HEIGHT: WALL(NOT EXPOSED ON SALES FLOOR) HAVE A MAX SLOPE OF 1:12.REFER TO w° d M 11'-10"-14'-7" STRUCTURAL DRAWINGS a PROVIDE Oro EXIST CONIC RRMM 4'-0"AFF WITH 0 STOCKROOM LOADING IRWITHDOCK AND ARCHITECTS, PC TRIM CAP AND STAIR WITH HAND 1317 Executive Blvd,Suite 200 0 0 EXISTING COLUMN-PAINT YELLOW RAIL. Chesappeake,VA 23320 CORNER AND PROVIDE STAINLESS STEEL °r (757)622-28281 fax(757)622-6883 A GUARDS AT ALL COVER TO 4'-0"AFF.(TYP OF 6) a ° EXPOSED WALL REFER TO NEW WORK NOTE 6. 3 7 A3 SURFACES. o a w ko o CI PROVIDE 1 1/2"DIAMETER WALL EXIST AWNING o B O D MOUNTED STEEL RAIL AT 2'-10"AFF. 3 ABOVE c 5 CV REFER TO DETAILS 5/A2 AND 6/A2. z oLL l E PAINT ALL RAILING SAFETY YELLOW. 500 \ q 1 EXISTING SOFFIT — — — — — — — — — ABOVE 12'-0" Y-0"X 12'-0"ENTRY"DECO RIB" 1 I SHEET VINYL ° O O CARPETTILE FLOORING TO EXTEND I ° @ A1.3 12"PAST SINK ON SIDE EXIST AUTOMATIC SLIDING DOOR-CONTRACTOR TO I AND 24"IN FRONT I O O VERIFY IF IN GOOD WORKING ORDER. I EMPLOYEE AREA 11 I 2'-0"X 4'-0"SHELVING-SEE ��� INSTALL DECALS ON GLASS 5 I DETAIL 21A1.1. I u U I PANELS.SEE NEW WORK NOTE 15. IN A4 00 — I 4 EXISTING ALUMINUM J w STOREFRONT SYSTEM POLISHED CONCRETE I — I Q ¢ a ALL CEMENT USED SHALL CONFORM TO THE I � � z LATEST ASTM SPECIFICATION C 150,TYPE 3. CONTRACTOR SHALL VERIFY ONLY ONE(1)BRAND OF PORTLAND CEMENT I ° ° I O THERE IS A FLOOR OR LANDING SHALL BE USED IN ANY ONE STRUCTURE. I ° 5 5 AT THE SAME ELEVATION ON CONCRETE MIXTURE SHALL BE DESIGNED TO I g 4 O aO ° I I 0 c z EACH SIDE OF THE DOOR. PROVIDE A MINIMUM COMPRESSIVE STRENGTH 7 ° 4 B 5 Q Z o NOTIFY ARCHITECT IF VARIES.— OF 3,000 PSI IN 3 DAYS. 4 I ° TOILET ° TOILET 4 I a Q J 4 ° o _ PROVIDE STOREFRONT DOORS, PROVIDE 4"THICK CONC SLAB(3000 psi) A4 4 ° I C2 p � z 501 TRANSOM AND THRESHOLD TO FIRE EXTINGUISHER-SEE WITH 6X6 WI A X WI A WWF ON 10 MIL I ° g° 8 4 ° I APPROX LOCATION OF MATCH EXISTING.INSTALL PER NEW WORK NOTE 2. POLYETHELENE VAPOR BARRIER ON EXIST 30 30< ELECTRICAL PANELS O w o S r COMPACTED FILL. PROVIDE 1/2"FLEXIBLE I I z MANUFACTURER'S PUBLISHEDof STANDARDS. 3 EXPANSION JOINT AT EDGES.PROVIDE 12"L 4 PAINT SOLID(YELLOW)42"IN O LLO a m #4 BARS AT 24"OC AT PERIMETER.EMBED I a ° 0 y - 4 5 FRONT OF AND TO THE SIDE PROVIDE STOREFRONT FRAMING AND GLAZING TO INTO EXISTING SLAB 6". I OF ELECT PANEL AS MATCH EXISTING.INSTALL PER MANUFACTURER'S I °° 5 HALLWAY DEDICATED CLEAR FLOOR PUBLISHED STANDARDS. 4 I 4 4 ° I 4 e a 4 SPACE. EP 12,41. — — — — — — — — — — ` ADJACENT TENANT-PROPOSED GROCERY OUTLET sheet FLOOR PLAN Q� A SCALE:114"=V-0" PROJECT NORTH 109'-9" 21'-5" • 750, • • Q II s / I • � • — II / I J 121" — ,-3„ 1 p o � I T 0" I • 3 — — — — — — — — — i I °° << I PICTOGRAM,U3/4"COPY,GRADE 11 i BRAILLE.MOUNT ON WALL @ 60"MAX OC L L SALES AREA AFF AND 9"OC MAX FROM THE STRIKE 239 SIDE DOOR JAMB.BRAILLE SHALL BE (a (a OCC.LOAD: �s 1 \ .ea,• I LOCATED MIN 40"AFF. I ®STOCKROOM I el` A SIGNAGE ELEVATIONS 122'-7" OCC.LOAD:7 I A1.1 SCALE:NITS o STAINLESS STEEL L_4js/3 I 1 N �J END CAPS. 6„ ❑ 4,-6„ 6,-0„ — — — — — — — — x a 1 (REFER TO PLAN FOR QUANTITY) 44" WALL I 2"DIAM.ALUM. STOREFRONT. RAIL WITH ROUND °o•°o• FLEXIBLE OR RIGID STAINLESS STEEL ■■ V I :°a°o• x COVER. SUPPORT yl 8 — — — — — — — — — d 6 „ 1 MSTAINLESS gl - o RECEPTACLE o II o — — — — — — I Y V5 F.F. 6'-0" a RUBBER ANCHOR. E;z L d w I DRILL HOLE INTO CONIC. ,scneEnxc cams REFER TO MANUF. I ELEVATION SECTION 4-T 5-2" -2 50" TOILET a8'0" N NOTE:TENANT SUPPLIED ICONTRACTOR INSTALLED16 o PEEi"G`""� — — — 1 SHOPPING CART BUMPER DETAIL A1.1 SCALE:11/2"=T-O„ HALLWAY ° 557 FIXTURE/ EGRESS PLAN Q� NOTES: 2X4 SHELVING UNITS BOLTED TOGETHER.(2 SHOWN-REFER TO PLAN FOR QUANTITY) ° 1. NO GONDOLA UNITS,FIXTURES,OR PALLETS SHALL BE OVER 8'-0"AFF. =-----------=-- —=---=-- SCALE:1/8"=V-0" 2. FIXTURE PLAN IS"FOR REFERENCE ONLY."CONTRACTOR SHALL SAFETY CHAIN- 8 I 5/8"WOOD SHELF(TYP) 8 PROJECT CONTACT DOLLAR TREE FOR FINAL APPROVED LAYOUT. SUPPLIED WITH NORTH 3. MAXIMUM TRAVEL DISTANCE SHALL BE 250'-0".ACTUAL TRAVEL STORAGE SYSTEM. DISTANCE AS SHOWN: 4. CHECKOUTS ARE NOT ATTACHED TO FLOOR. TANKS,REFER TO I WOOD BLOCKING RRMM BEYOND FOR 2X4 1 ARCHITECTS, PC FLOOR PLAN FOR :1 g SHELVING TO BE LOCATION B I I n nI o 8 SECURED TO WALL. n l n 8 1317 Executive Blvd,Suite 200 1 SCREW PLACEMENT AT I C57)622-2828k fax(757)6226833 ° 16"OC TYP. >° -11 ;I NOTE: ——— ——— — GC SHALL SCREW SHELVING w 1. CHECKOUTS ARE TENANT SUPPLIED. IT—T—I——I I——I— —T e UNITS TO 2x4 WOOD 8 1 1 i BLOCKING. 1 1 S 2. CHECKOUT AISLES SHALL COMPLY WITH 2O12 INTERNATIONAL BUILDING CODE SECTION 1109.12.2(PROVIDE 2 when 5 or more) J 3 II HELIUM TANK 4\ao 3. PROVIDE SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IN BLUE AND WHITE ABOVE THE CHECKOUT STORAGE RACK z AISLE IN THE SAME LOCATION AS THE CHECKOUT NUMBER OR TYPE OF CHECKOUT IDENTIFICATION. o 17—T-1--I 1 —1—T—T to-" B II t GALVANIZED STEEL 11 9 POWER POLE o l lo PLATE II I I I I 1 11 11 CALIFORNIA g I. T T T 11 o ADA SIGNAGE CONTRACTOR SHALL PROVIDE AND ————————————— __— _—_ FINISHED FLOOR CLEAN OUT INSTALL FIRE RETARDANT 2X4 WD NOTE:TENANT SUPPLIED/CONTRACTOR INSTALLED. 2'-8" SLOT _ STUDS AS SHOWN AND ATTACH TO ELEVATION SECTION ADA CHECKWRITER FACE OF WALL AS REQUIRED. CHECKWRITER KEYBOARD I (DOUBLE STUDS IF REQUIRED) 2 2X4 STOCKROOM SHELVING AND HELIUM TANK STORAGE RACK DECK ° METAL OR WOOD STUDS-USE _ 1/4"X 4"ZINC COATED TEK SELF A1.1 SCALE:3/4"=V-0" DRILLING SCREWS AT EACH w TT STUD. a x a Y 5 m Y ❑ w a MASONRY-USE HILTI114"X4" KWIK-CON II FASTENERS AT 24" — "" I U U I CD vb = N I I OC. coo z r U ELECTRICAL OUTLET r T-10" MAGNETS ATTACHED TO DOOR AND _ BAG-RACK PAIR OF DOORS PAIR OF DOORS FACE OF WALL-SEE WALL r(IF APPLICABLE). FRAME.TENANT SUPPLIED, (IF APPLICABLE). O w ADAPTER 4'-0" II I� J CONSTRUCTION TYPES FOR CONTRACTOR INSTALLED. n p w o I I ADDITIONAL INFO. r-- ---- r-- ———— 7'-8' T-0" I ------ LOW VOLTAGE WIRE MTD —————— O d" KEYBOARD I SALES AREA \\ -� WITH WIRE CLIPS TIGHT TO ADJUSTABLE i \ i \ DECK I DOOR FRAME.TENANT SUPPLIED, I > w BAG-DECK I i \ SIGNAGE.TENANT SUPPLIED, Q z o BELT CLEAN- E 1 CONTRACTOR INSTALLED. z \ CONTRACTOR INSTALLED. a 0- o SCANNER OUT TRAY PRINTER PLATFORM I I� GONDOLA FIXTURE SUPPLIED BY i 6" DETACHED ALARM SYSTEM , p CHECKWRITER I I 1 ®°` o ®'" z a TENANT AND INSTALLED F \ (NON-DELAYED ALARM) _ PEEP HOLE.TENANT SUPPLIED, 0 N y CONTRACTOR PER MANUF i ° \ L1 TENANT SUPPLIED,CONTRACTOR o 3 \ CONTRACTOR INSTALLED. L- 3-: _ I I LJ PUBLISHED STANDARDS(TYP). i K/ 0 \ c3-� INSTALLED. = II K/ �' W zo w \ \ O Of w ELEC.EYES � _ � I I o I \ /� � I \ o � o / 21"X 54"EXP. 4 Y = NOTE:SEISMIC AREAS-SEE I \ \ ; 0 z � > °6 Y t z \ \ SIGNAGE.TENANT SUPPLIED, O O STRUCTURAL DRAWINGS FOR w O LL a w BELT AREA o w 0 —PANIC BAR DEVICE.TENANT i o - ATTACHMENT REQUIREMENTS. Uo 1 SUPPLIED,CONTRACTOR " I I \ � CONTRACTOR INSTALLED. KEYBOARD INSTALLED. w \ 0 / a \ / ACTIVE DOOR. 9--2q" DECK 16"x 16"REMOVABLE 2 o- ADJUSTABLE BAGWELL DECK \ ACTIVE DOOR. o \ 7"X 20" Ep PRINTER PANEL w/TWIST LOCKS SLIDE OUT TCU OPEN STORAGE 4It CHECKWRITER J PLATFORM 2-1/4"X 12-1/4"POWER SHELF HINGED PANELw/FASTENER SLAB AND TENANT FLOOR FINISH FIRE EXTINGUISHER.SEE - ADA CHECKWRITER POLE ACCESS HOLE CASH DRAWER FOR ELECTRICAL ACCESS TYPICAL FIXTURE NEW WORK NOTE 2. TYPICAL CHECKOUT ATTACHMENT DETAIL B FREIGHT DOOR ELEVATION Sheet SCALE NTS SCALE:1"=V-0" A1.1 SCALE:1/2"=V-0" A1 .1 14'-Od" BULLETIN BOARD (TENANT SUPPLIED)- MOUNT ABOVE CLIPBOARD RACK. I I 4 CLIPBOARD RACK- I I SEE ELEV A/A1.2. SHELVING ABOVE I I PROVIDE I I I I CORNER n z c l i BEAD 1X4 POPLAR WD TRIM- I I PAINT WHITE. I I PAINT OFFICE 2X FIRE TREATED WOOD BLOCKING OFFICE 5 INTERIOR �� A1.2 I I I WHITE. " PAINT YELLOW. SAFE(TENANT 2 U-II ONE LAYER 5l8"GWB EACH SIDE ON SUPPLIED)BOLT I 3 518"(20 GA)METAL STUDS AT 16" TO FLOOR A1.2 I N OC. I I OFFICE SALES AREA 2X FIRE TREATED WOOD BLOCKING 4'-5y" 4'-0" ` WOOD TRIM- 6'5" B A1.2 PAINT WHITE. 2112"DIA GROMMETED (MITER `s Al2 HOLE AT COUNTER AND 15" CORNERS) 1X4 POPLAR WD TRIM- SHELF ABOVE(TYP OF 2) PAINT WHITE. PROVIDE PREFORMED COUNTER ONE-WAYVISION rt 5" AND BACKSPLASHLA HIGH TEMPERED MIRROR GLASS LA } PRESSURE WHITE LAMINATE FINISH. PROVIDE 3/4"X 15"WHITE MOUNT TO WALL.SEE OFFICE ELEV MELAMINE SHELF ENLARGED OFFICE PLAN AND DETAIL4/A1.2. 2 HEAD/JAMB DETAIL - - - 2112"HOLE WITH GROMMENT. SEE ELEVATION FOR A1.2 SCALE:3/8"=V-0" A1.2 SCALE:1 112"=V-0" ADDITIONAL REQUIREMENTS CONT(FIRE TREATED)2X4 d WD FRAME ATTACHED TO o WALL PAINT FRAMING WHITE o 0 PROVIDE(FIRE Y PROVIDE CONT FIRE TREATED TREATED)2X4 5 PROVIDE PREFORMED E 2X4 WD LEDGER-ATTACH TO WD CENTER A1,2 WHITE LAMINATE ADJACENT WALL @ 8"OC MAX.--,,, SUPPORT COUNTER TOP WITH BACKSPLASH. g � o S 4 (FIRE TREATED)2X4 LINE OF ADJACENT WD SUPPORT FRAME ADJUST LENGTH TO PROVIDE FASTENING WALL(TYP) PAINT ALL " a 12 " —t7 TO EACH INTERMEDIATE STUD. o FRAMING WHITE. METAL FILE METAL FILE PROVIDE(FIRE a a U l i w CABINET CABINET TREATED)2X4 ATTACH FRAME TO - ENDCAP SUPPORT ADJACENT WALL— (EA I II II II II II I N SIDETYP)- ---J`-- --J`----`---- ATTACH @8"OC CLIP BOARD TYP PROVIDE VERT MAX. FIRE TREATED 3/4"SLATWALL ON GWB _ _________ _________ _ 2X4WDFRAME a LINE OF COUNTER ABOVE-HOLD (FIRE TREATED)2X4 NOTE: SUPPORT AT ' I N SHELF FRAMING CENTER OF R RMM BACK 2X4 FRAMING AS REQ'D WD.SUPPORT __ FOR INSTALLATION OF COUNTER ABOVE SHALL BE COUNTER. :II PROVIDE FRPOUTSIDE iX3 PINE TRIM-PAINT J SIMILAR-SEE ARCHITECTS, PC CORNER-WHITE. WHITE. ELEVATION. 1317 Executive Blvd,Suite 200 #8 ROUND HEAD SCREWS 1 EQ EQ ATTACH FRAME TO SLAB Chesappeake,VA 23320 (757)622-2828/fax(757)622-6883 5/8"GWB-PAINT YELLOW. 1/2"LONG TYP 10'-0" s DETAIL CLIP BOARD RACK ELEVATION 4 DETAIL 5 DETAIL A w ko A1.2 SCALE:1 112"=V-O" A1.2 SCALE:314"=T-O" A1.2 SCALE:1 1/2"=V-0" A1.2 SCALE:1 1/2"=V-0" � 3 z� m 1-GANG BOX WITH 1-112"CONDUIT TOP OF SLATWALL FOR STORE PAGING CABLES 1-GANG BOX WITH 2"CONDUIT FOR GROUNDING BUS BAR 1"FROM RIGHT EDGE OF PROVIDE 10"WIDE 3/4"WHITE SECURITY LAN CABLES 1'-10" BACKBOARD WITH#12 AWG(SOLID)COPPER MELAMINE SHELF.SUPPORT W/SHELF WIRE CONNECTED TO BUILDING GROUNDING T-6"(H)x 2'-6"(W)314"PLYWOOD BRACKETS. 1-GANG BOX WITH 2"CONDUIT V-6" SYSTEM.INSTALL IN ACCORDANCE WITH LOCAL, BACKBOARD INSTALLED BY FOR STORE LAN CABLES STATE&NATIONAL CODES AND STANDARDS CONTRACTOR.TOP OF BOARD PROVIDE 10"WIDE 3/4"WHITE 3'-6"(H)x 2'-6"(W)3/4"PLYWOOD DUPLEX RECEPTACLE(IG5362)WITH AT BA"AFF.PAINT WHITE MELAMINE SHELF.SUPPORT WI SHELF BACKBOARD INSTALLED BY CONTRACTOR. ISOLATED DEDICATED CIRCUIT BRACKETS.(CUT 30"OFF TOTAL& OFFSET SHELF TO RIGHT), TOP OF BOARD AT 8'-O"AFF. PAINT WHITE 1-GANG BOX WITH 3/4"CONDUIT FOR PROVIDE(1)15"DEEP 3/4"WHITE Y PAGING PHONE. MELAMINE SHELF SUPPORT WITH(FIRE NOTE:EQUIPMENT RACK, — TREATED)2X4 WOOD CONSTRUCTION. 1-GANG BOX WITH 3/4"CONDUIT FOR nnn o SUPPLIED&INSTALLED BY PROVIDE(2)21/2"DIA HOLES W/ u ap TENANT'S DATA CONTRACTOR OFFICE PAGING VOLUME CONTROL CC) FOR PRINTER&CCTV,(1) ap 1-GANG BOX WITH 1"CONDUIT FOR DIAL JUNCTION BOX FOR EMS OVERRIDE AT EACH END DIRECTLY ABOVE HOLES J &SALES FLOOR LIGHTING SWITCH N COUNTER.SEE ENLARGED OFFICE ¢ z BACK-UP&DSL CABLES — PLAN. W 6'-O"LONG PLUG MOLD WITH(2)DEDICATED ;o a 1-GANG BOX WITH 1"CONDUIT FOR — CIRCUITS(CENTERED&MIN OF 8 RECEPT) o (FIRE TREATED)2X4 SUPPORT Z w PAINT YELLOW. PC,PHONE&DATA CABLES --°P— FRAMING ATTACHED TO WALL. 1X4 POPLAR O LL NOTE:CONTRACTOR SHALL LABEL ALL PHONE _ p o C4 I IF JACKS/JUNCTIONS AS PER ELEVATION. ❑ ❑ > - 2-112"DIA HOLE WI GROMMET z0 J WOOD TRIM- DUPLEX RECEPTACLE(IG5362)WITH M ? NOTE:ALL LOW-VOLTAGE FACEPLATES AND — — (TYP OF 2) 0 ( F PAINT WHITE. ISOLATED GROUND,DEDICATED f ILOW-VOLTAGE WIRING WILL BE PROVIDED O = o I / PRE-FORMED WHITE LAMINATE 0 . ONE WAY CIRCUIT(TYP OF 3) AND INSTALLED BY TENANTS DATA COUNTER -SUPPORT WITH(FIRE LL 5 1'-2" 1'-10" CONTRACTOR. 4"VINYL COVE BASE TREATED 2X4 WOOD CONSTRUCTION. a / NOTE:ALL CONDUIT SHALL BE INSTALLED INSIDE ) z L-- -J VISION 1.1 I I O LLI 0 w MIRROR WALL TO EXTEND 6"ABOVE SALES FLOOR CEILING. g-1 FILE CABINETS(SUPPLIED g 0 ALL CONDUIT STUBS SHALL BE FINISHED WITH BY TENANT) (3-FIRE TREATED)2X4 WD SUPPORT LEGS AT FRONT, z 4'-0" 2'6" GLASS CONNECTOR/BUSHING AND HAVE PULL STRINGS 4'-3" CENTER AND WALL.REFER TO SECTION. O O o z (TEMPERED) INSTALLED.ALL CONDUIT SHALL BE 3/4"UNLESS PT 2X4 WD SILL SHOT TO FLOOR. LL a w ALMOND FRP OTHERWISE NOTED.ALL CONDUIT&BOXES ARE DIMENSIONED TO CENTERLINE.CONTRACTOR ELECTRICAL AND DATA FINISHES, SHELVING AND CONSTRUCTION VINYL BASE SHALL LABEL TOP OF CONDUIT TO MATCH LABELSEr ON JACKSIJUNCTIONS BELOW. s ti s OFFICE ELEVATION _E VFFICE ELEVATION A1.2 SCALE:318"=V-0" A1.2 SCALE:3/8"=V-0" sheet A1 .2 FREEZER/COOLER REFER TO PLAN WATER HEATER BULLETIN TABLE MOUNTED ABOVE BOARD MOP SINK.SEE DETAIL 2/A1.3. (TENANT E ass 2X6 FIRE TREATED WOOD BLOCKING IN WALL SUPPLIED)- PROVIDE(18 GA) 6'6"t AT EACH LOCATION FOR SUPPORT WITH 1/2"0 MOUNT AT EMPLOYEE AREA A METAL STUDS AND MTL STUD WALL.REFER TO WALL LAG SCREWS @ 16"OC,TYP. 4'-0"AFF. 4 FASTEN WATER HEATER TO WALL WITH TWO EMPLOYEE LOCKERS TENANT EXTEND GWB TO PREFORMED COUNTER CONSTRUCTION TYPES REFER TO ELEV AND A1,g ROOF DECK IN 1 1/2"GALVANIZED STRAPS POSITIONED 1/3 SINGLE GANG BOX W/3/4"CONDUIT SUPPLIED.GC TO SECURE AND THIS AREA. DOWN FROM TOP AND 113 UP FROM BOTTOM WATER HEATER-REFER TO STUB UP FOR DATA CABLE INSTALL LOCKERS TO(FIRE DETAIL 31A1.3. UTILITY CABINET.- OF WATER HEATER.ATTACH TO BLOCKING PLUMBING PLAN FOR ADDITIONAL RETARDANT)2X4 STUDS.SECURE 6 TENANT SUPPLIED WITH 1/4"0 X 1 1/2"WOOD SCREWS. INFORMATION.CONTRACTOR SHALL 2"HOLE,REFER TO SECTION 2X4 STUDS TO WALL PER INSTALL STRAPPING AND BLOCKING. MANUFACTURERS A1.3 T-18" _ (NSF APPROVED.) 2X6 FIRE TREATED WOOD BLOCKING IN WALL 30"LONG PLUG MOLD WITH(1)20 AMP CIRCUIT INSTRUCTIONS.REFER TO FLOOR COAT 4" 6'-6" WITH A34 FRAMING ANGLE TO STUD EACH SIDE DRAIN PAN-REFER TO PLUMBING (CENTERED&MIN OF 4 RECEPTICLE'S) PLAN FOR LOCKER LOCATION. RACK _ AT EACH LOCATION(TYP). PLANS — ^ DRAIN PAN SET ON 28"x 36"x 3/4"FIRE WALL LINE — �� REFER TO PLAN TREATED PLYWOOD PLATFORM.REFER TO LOCKER o I I TYP STEEL ANGLE FRAME-REFER TO _ o PLUMBING PLAN FOR ADDITIONAL — — �L---J INFORMATION. DETAIL 2/A1.3. OPP C HAND C 2 4 UTILITY CABINET-TENANT o 0 SUPPLIED(NSF APPROVED.) — — — — — — A1.3 a HAND 1 1l2'X 1 1l2"X 118'STEEL ANGLE FRAME OF T-6"CLEAR T-6"CLEAR ALL WELDED CONSTRUCTION.PRIME AND GRAPHIC-TENANT SUPPLIED. o o Z PAINT SAFETY YELLOW.SECURE TO WALL W I MOUNT AT 5'-0"MAX.AFF TO TOP — — q w l 5'-0" I. ( CLEAR 1/2"0 LAG SCREWS AT EACH SUPPORT. OF GRAPHIC. CLEAR q A1.3 I PAANT FORESTCAP BEYOND. ELECTRIC HAND - o o SCREW PLACEMENT- TOILET \DRYER-TENANT/ FRPT08'-0"AFF.REFER TO FINISH FRPT08'-0"AFF.REFER TO FINISH SCHEDULE AND MOP SINK ELEVATION. SCHEDULE. — — — — TYP OF(5). SUPPLIED(TYP -- Z —PAINT WALL FOREST o IS TOILET MOP BRACKET TENANT — GREEN TO 4'-0"AFF REFER TO WALL CONSTRUCTION TYPES.IF SUPPLIED.MOUNT AT T-0"AFF TO q WALL IS EXISTING CONSTRUCTION AND DOES CENTER OF BRACKET. — —PROVIDE(FIRE RETARDANT) — 0 0 - NOT MEET OR EXCEED THESE REQUIREMENTS, I I o 0 2X4 WD BLOCKING BEHIND NOTIFY THE PROFESSIONAL OF RECORD FAUCET-REFER TO PLUMBING PLAN / LOCKER AND SECURE TO x 5 1,3" IMMEDIATELY. FOR ADDITIONAL INFORMATION — — _� 4 ❑ N WALL.CUT 2X4 WD STUDS 4" x A1.3 MIN o o SHORT AT EACH SIDE. 4'-0"CLEAR MOP SINK-REFER TO FLOOR a 0 1'-0" 1'-6" MOP SINK-REFER TO FLOOR PLAN AND ro SCREW LOCKER TO MIN PLAN AND PLUMBING PLAN FOR c� PLUMBING PLAN FOR ADDITIONAL BLOCKING WITH A MINIMUM u HANDICAPPED _ INFORMATION. ADDITIONAL INFORMATION. OF(5)2"WOOD SCREWS. HALLWAY ACCESSIBLE HI-LO DF 77 A1.3 FRP ON WALLS ADJACENT TO DF FROM 4"TO 4'-0"AFF VINYL BASE-REFER TO FINISH 3'-0"CLEAR � � ELEVATION SIDE 2 0 SCHEDULE NOTE:REFER TO SECTION FOR ADDITIONAL INFORMATION E 1 ENLARGED EMPLOYEE AREA&TOILET PLAN r2 WATER HEATER MOUNTING DETAIL A LOCKER AND TRAINING DESK ELEVATION A1.3 SCALE:3/8"=l'-0" A1.3 SCALE:3/4"=V-0" \L,3j SCALE:3/4"=V-0" c a N g � o PROVIDE 1 X 6 CAP WITH ALL EDGES ROUNDED. d PAINT FOREST GREEN. a; s m 314"MDO PLYWOOD ATTACHED TO EACH SIDE OF STUD.ATTACH PROVIDE CONT(FIRE WITH LIQUID NAILS AND 4 RETARDANT)2X4 WD LEDGER FINISH NAILS ATTACH TO ADJACENT WALL A1.3 @ 8"OC MAX.PAINT WHITE 5" 2"HOLE PROVIDE 314"X 15"WHITE MELLAMINE SHELF ROOF STRUCTURE WOOD CORNER HANGER WIRES.INSTALL PER RRMM x GUARD. MANUF SPECS.6 a I ARCHITECTS, PC CONT 2X WD FRAME 2'X4'ACCOUSTICAL CEILING TILES 1317 Executive Blvd,Suite 200 0 A1.3 Y ATTACHED TO WALL AND GRID INSTALL PER MANUF SPECS. Chesappeake,VA 23320 z_ a I PAINT FRAMING WHITE REFER TO REFLECTED CEILING PLAN (757�22-28281 fax(757)622-6883 LINE OF EMPLOYEE °' FOR GRID LAYOUT,SHEET A2 AREA WALL PROVIDE PREFORMED o LL I WHITE LAMINATE 1 X 6 CAP WITH ALL PROVIDE(FIRE RETARDANT)2X4 a COUNTER TOP. MAX STUD SPAN WITH A DEFLECTION OF LI360 EDGES ROUNDED AND w k o SUPPORT(EA SIDE TYP)-ATTACH o WITH A MAX.LOAD OF 5 PSF. PAINTED FOREST GREEN VALVE.REFER TO ~ o @ 8"OC MAX.PAINT WHITE o , v 3/4"MDO PLYWOOD FIRE RETARDANT c� PLUMBING PLAN ( ) z = LINE OF(FIRE RETARDANT)2X4 0 ATTACHED TO EACH STUD WITH Z STUDWALL 8'-0"AFF ______________ ___ 8'-0"AFF LIQUID NAIL AND FINISH NAILS (FIRE RETARDANT)3/4"MOO eo�O MOP SINK. PLYWOOD ATTACHED TO 3 5/8"(20 GA)METAL STUDS AT 16"OC - ATTACHED WITH(2)#12 L TEK SCREWS AT EACH STUD. CONT. FIRE RETARDANT 2X WD. oREFER TO PLAN. EACH SIDE OF STUD WALL. WITH ONE LAYER 5l8"WATER RESISTANT I I ( )ATTACH WITH LIQUID NAILS ¢ GWB ON TOILET SIDE ONLY GWB ON METAL STUDS.REFER TO FRAMING ATTACHED TO WALL.PAINT F NTER-HOLD BACK 4 = zAND FINISH NAILS.PAINTED PAINT FOREST GREE N o SHEET Al FOR WALL TYPES. ALL FRAMING WHITE AS REQ'D FOR WATER RESISTANT GWB 4 FOREST GREEN. ? N OF COUNTER ON METAL STUDS.REFER TO (FIRE RETARDANT)2 X 4 WOOD PROVIDE FRP TO 8'-0".REFER TO SHEET Al FOR WALL TYPES. 3'-0"CLEAR HALLWAY o STUDS @ 16"OC 7z MOP SINK ELEVATION XXIXX a HILTI X-U(.157"0)SHOT PINS PAINT FOREST GREEN. GE OF FRAMING W/1 114"EMBED INTO THE SLAB TOILET BOTH SIDES @ 4'OC&4"OFF EACH END OF BASE.REFER TO FINISH WATER RESISTANT 5l8"GWB OVER INDIVIDUAL PIECE OF TRACK,TYP. I 0 SCHEDULE,SHEET A4(TYP.) (FINAILED AND SHOT)TO FLOOR 11 FINISHED FLOOR. METAL STUDS.SEE WALL TYPES, SHEET Al. 2'-0"TO EDGE OF FRAMING xlll NOTE: ^ :�>� REFER TO PLAN 1. REFER TO FINISH SCHEDULE FOR ALL FINISHES,SHEET A4 FINISH FLOOR M n C N Co Co Co 0 3 DETAIL a DETAIL r5 NICEILING DETAIL AT TOILET/ HALLWAY 6 EMPLOYEE AREA SECTION o Q J A1.3 SCALE:1 1/2"=V-0" A1.3 SCALE:1 1/2"=V-0" A1.3 SCALE:1 1/2"=T-0" A1.3 SCALE:3/4"=T-0" L z UUW�� z Z o_ s D J w FRP-SEE FINISH NOTES SHEET A4. Q Z U) 1,-4„ T-6„ T-6- 4,-0„CLEAR a d o 2'-0"X 4'-0"SLATWALL WITH(3)10"X NOTE: � CONTRACTOR SHALL OBTAIN A 2'-0"X 3/4"WHITE MELAMINE SHELF COPY OF THE WATER _ AND SUPPORT BRACKETS. FRP-SEE FINISH NOTES TOILET ACCESSORIES ARE TENANT SUPPLIED- FOUNTAIN SPEC SHEET PRIOR LL 5 MIRROR SHEET A4. INCLUDING GRAB BARS,TOILET PAPER DISPENSER, TO WATER COOLER w o 39"TO41" MIRROR MIRROR,HAND DRYER,AND SLATWALL. INSTALLATION.CONTRACTOR O 2 w 36"GRAB BAR(PROVIDE BLOCKING co 0 ELECTRIC SHALL ROUGH IN ALL Of Z HAND IN WALL AS REQ'D) THE ELECTRIC HAND DRYER WILL NOT EXTEND MORE HI-LO HANDICAP PLUMBING BASED ON THE EMPLOYEE COAT RACK-GC TO 1 VERTICAL MOUNTED GRAB O 0 E DRYER BAR(PROVIDE BLOCKING IN THAN 4"FROM THE WALL ON WHICH IT IS MOUNTED z ACCESSIBLE WATER FOUNTAIN SPEC SHEET. SECURE AND INSTALL COAT LL a w 18"VERTICAL MOUNTED GRAB BAR WALL AS REQ'D) UNLESS IT HAS A LEADING EDGE AT OR BELOW 27" DRINKING — RACK TO WALL PER jf6' (PROVIDE BLOCKING IN WALLAS 12" ABOVE FINISHED FLOOR. FOUNTAIN. MANUFACTURERS INSTRUCTIONS.INSTALL COAT REQ'D) 42"GRAB BAR(PROVIDE RACK AT 48"AFF TO CENTER OF Er v BLOCKING IN WALL AS REQ'D) FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN FRP-SEE FINISH LL = q 7 o Z ' 6" o TWO ROLL TOILET PAPER TO FLOO SIDE OF THE WATER CLOSET. NOTES SHEET A4. o V v PLOAN AT OR LOCKERR OCAT ONR — o _ p o" N DISPENSER.(TYP OF 2 PER M ~ TWO ROLL TOILET PAPER CONTRACTOR SHALL FIELD VERIFY ALL EXIST VINYL BASE M M� v WATER CLOSET).PROVIDE °' M DISPENSER.(TYP OF 2 PER PLUMBING FIXTURES AND EXIST ACCESSORIES sheet BLOCKING IN WALL AS REQ'D. WATER CLOSET).PROVIDE (INCLUDING LANDLORD INSTALLED PLUMBING 1'-3" V-3" Z WRAP PIPES BLOCKING IN WALL AS REQ'D. 15" 16"-18" FIXTURES AND ACCESSORIES)COMPLY WITH PLANS MIN MIN �� MIN AS REQUIRED AND HANDICAPPED CODES AND LAWS.CONTRACTOR BY ADA. VINYL BASE VINYL BASE SHALL VERIFY COMPLIANCE TO FLOOR PLAN, A1 .3 1 B TOILET ELEVATION c TOILET ELEVATION ENLARGED PLANS AND ELEVATIONS THIS SET.NOTIFY p DRINKING FOUNTAIN ELEVATION E EMPLOYEE COAT RACK ELEVATION CONSTRUCTION PM WITH ANY DISCREPANCIES. A 3 SCALE:3l8"=1%0" A1.3 SCALE:3/8"=V-0" A1.3 SCALE:318"=V-0" A1.3 SCALE:3/4"=V-0" SEISMIC SEPARATION JOINT(TYP)-SEE DETAIL THIS SHEET. 9'-0"AFF OFFICE NOTE:1. THE ELECTRICIAN SHALL INSTALL ADDITIONAL#12 WIRE TIE SUPPORTS FROM THE CEILING GRID TO THE WALL STRUCTURE ABOVE FOR SUPPORT OF THE LIGHT FIXTURES CLIPPED ON THE GRID. BELOW NOTE:2. LIGHT FIXTURES,SECURITY CAMERA DOMES,AND MIRROR PANELS(UON)ARE TENANT SUPPLIED. EM I SCD 0 NOTE:3. MOUNT LIGHTS 10'-0 AFF IN STOCKROOM. scD sc SEE FLOOR PLAN FOR WALL ° ° w ° w ° w I REFLECTED CEILING LEGEND I LJ I` CONSTRUCTION TYPE. PROVIDE DOUBLE FRAMING AT J 2'-0"X4'-0"ACOUSTICAL CEILING TILE AND HEAD&JAMB. O L"o #� O O O O O O —4 ® GRID-SEE FINISH NOTE 4. WOOD BLOCKING I I GWB-PAINT WHITE UNLESS OTHERWISE NOTED. ® EXIT LIGHT S DESCONTINUOUS SEALANT-BOTH 2'-0"X4'-0"LAY-IN FLUORESCENT LIGHT FIXTURE ON NIGHT O scD LIGHT CIRCUIT scD SECURITY CAMERA DOME O O O O � I w w w w SECURITY CAMERA DOME MTD ON HOLLOW METAL DOOR FRAME W/ Q 2'-0'X4'-0"LAY-IN FLUORESCENT LIGHT FIXTURE [DscD WALL @ 10'-0"AFF. JAMB ANCHOR-3 PER JAMB DOOR AS SCHEDULED CT scD O O O O O O COOLER FREEZER/ ® M EMERGENCY LIGHT CIRCUIT WITH2'-O"X4'-O"LAY-IN FLUORESCENT BATTERYGHT PACK.ACK.FOR RE ON ® VENTILATION FAN , HEAD/JAMB DETAIL BELOW FIXTURES WITH 4 LAMPS,THE EMERGENCY BATTERY PACK A2 SCALE:1 1/2"=1'=0" WILL ONLY OPERATE 2 LAMPS. ® � CEILING HEIGHT ABOVE sco FINISH FLOOR O scD O O O O O O 0 8'-0"STRIP FLUORESCENT LIGHT FIXTURE WITH LAMPS ON NIGHT $ r \�, NL LIGHT CIRCUIT.SURFACE MOUNT TO GWB AND ACT CEILING. MIRROR PANEL scD II II SEE FLOOR PLAN FOR WALL ® MO STRIP FLUORESCENT LIGHT FIXTURE.SURFACE MOUNT TO GWB AND ACT CEILING. ® DIFFUSER CONSTRUCTION TYPE. sw SCD EM _ o O O O O O 8'-0"STRIP FLUORESCENT LIGHT FIXTURE WITH LAMPS REFER TO STRUCTURAL Ell ON EMERGENCY LIGHT CIRCUIT WITH BATTERY PACK. RETURN AIR GRILLE DRAWINGS ` —J SURFACE MOUNT TO GWB AND ACT CEILING.FOR LIGHT FIXTURES WITH 4 LAMPS,THE BATTERY PACK SPRINKLER HEAD(SHOWN FOR INFORMATIONAL CONTINUOUS SEALANT-BOTH O O O O O O O O WILL ONLY OPERATE 2 OF THE LAMPS. PURPOSES ONLY.SPRINKLER CONTRACTOR SHALL SIDES O 4'-0"STRIP FLUORESCENT LIGHT FIXTURE WITH LAMPS ON PREPARE DRAWINGS AS REQUIRED BY CODE FOR ® NL NIGHT LIGHT CIRCUIT.SURFACE MOUNT TO TO GWB AND ACT RELOCATION OR ADDITION OF HEADS.) WALL CEILING. POWER POLE HOLLOW METAL DOOR FRAME W/ BELOW JAMB ANCHOR-3PER JAMB O O O O O O O O ® 4'-0"STRIP FLUORESCENT LIGHT FIXTURE.SURFACE DOOR AS SCHEDULED MOUNT TO ACT AND GWB CEILING. z HEAD/JAMB DETAIL O 4'-0"STRIP FLUORESCENT LIGHT FIXTURE WITH LAMPS ONll O O O O EM EMERGENCY LIGHT CIRCUIT WITH BATTERY PACK.SURFACE A2 SCALE:1 1/2"=1'=0" o MOUNT TO TO GWB AND ACT CEILING. Y w SCD SCD SCD CD y y 31'-3"-2,372 SF 29'-8"-2,394 SF 26'-11"-2,166 SF 8'-0"AFF REFLECTED CEILING PLAN Q A SCALE:118"=V-0" �� FACE OF WALL MATCH EXIST CAP AP END NORTH _ 3112"R PLAN LINE OF ALUM FRAME BEYOND HOLLOW METAL DOOR AND NOTE: HANDRAIL MUST BE RRMM ALUMINUM STOREFRONT 1-p CAPABLE OF SUPPORTING 2J ARCHITECTS, PC FRAME AS SCHEDULED DOOR AS SCHEDULED 0 250 POUNDS 1317 Executive Blvd,Suile 200 METAL THRESHOLD SET BOTTOM DOOR SWEEP EXIST CONIC TILT-UP WALL Chesapeake,VA 23320 IN BED OF SEALANT (757)622-p8281 fax(757)622-6883 H/C ACCESSIBLE ALUMINUM SALES AREA THRESHOLD ATTACHED WI 1 1/2"0 STEEL HANDRAIL FLOOR FINISH AS SCREWS AT 12"OC AND SET IN ¢ k o 2 BED OF SEALANT o CAST MTL BRACKET AT =i SCHEDULED I CAST MTL BRACKET @ 48"OC MAX FLOOR FINISH AS SCHEDULED 48"OC MAX EXPANSION BOLTS \\ Yo ELEVATION 1. CONTRACTOR SHALL VERIFY CEILING IS BRACED PER THE ABOVE s SILL AT EGRESS DOOR 4 SILL AT STOREFRONT DOOR 5 HANDRAIL TERMINATION DETAIL 6 HANDRAIL DETAIL El DETAIL AND NOTIFY ARCHITECT IF VARIES. A2 SCALE:1"=l'-0" A2 SCALE:3"=V-0" A2 SCALE:1 1/2"=l'-0" A2 SCALE:3"=V-0" 2. SUSPENDED CEILING SYSTEM SHALL BE IN CONFORMANCE WITH 2012 INTERNATIONAL BUILDING CODE SECTION 808 AND ASCE/SEI 7 SECTION 13.5.6.2.2,ASTM C 635,ASTM C 636:GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES IN SEISMIC ZONES D,E OR F. GENERAL NOTES: 1) CONTRACTOR SHALL VERIFY CEILING IS BRACED PER THE ABOVE DETAIL AND NOTIFY ARCHITECT IF VARIES. 12 GA BRACING WIRE SPLAYED IN FOUR 2) SUSPENDED CEILING SYSTEM SHALL BE IN CONFORMANCE WITH DIRECTIONS 90°APART @ 12'-0"OC *'(20 GAGE)METAL STUD STRUT STARTING ASTM STANDARD C635 AND C636,ASCE 7 SECTION 13.5.6,AND CISCA. EACH WAY W/MIN 4 TIGHT TURNS IN 1 NOT MORE THAN 6'-0"FROM TWO ADJACENT CEILING NOTES: o 1/2"BOTH ENDS OF WIRE(TYR OF 4) WALLS&6-0"FROM SEISMIC SEPARATION 00 JOINT&12'-0"OC IN ALL DIRECTION,TYP. 1) HANGERS SHALL BE SADDLE TIED AROUND MAIN RUNNERS TO DEVELOP THE ap WITHIN 6'-0"OF WALL FULL STRENGTH OF THE HANGERS.LOWER ENDS OF FLAT HANGERS SHALL BE NOTE: � 12 GA VERT WIRE HANGERS @ 4'-0"OC BOLTED WITH 3/8"BOLTS TO RUNNER CHANNELS OR BENT TIGHTLY AROUND 1. CONTRACTOR SHALL INSTALL SEISMIC BRACING AS SHOWN.ANY DEVIATION FROM DESIGN TO'EQUAL'SYSTEM SHALL REQUIRE PRIOR APPROVAL OF J 0 ¢ w EACH WAY W/MIN 3 RUNNERS AND BOLTED TO THE MAIN PART OF THE HANGER. DOLLAR TREE CONSTRUCTION PM,ARCHITECT,AND CODE COMPLIANCE JURISDICTION.REQUEST FOR DEVIATION SHALL BE SUBMITTED IN FORM OF W o TIGHT TURNS IN 1 1/2" 2) ALL 8'-0"LONG STRIP SURFACE MOUNTED FIXTURES:PROVIDE 3 EA(12 GA) SHOP DRAWINGS WITH ALL ACCOMPANYING SPECIFICATION SHEETS.CONTRACTOR SHALL DETERMINE AND COMPLY WITH ALL REQUIRED BOTH ENDS OF WIRE. SUPPORT WIRES W/3 FULL WRAPS MIN PER FIXTURE.PROVIDE ONE WIRE AT INSPECTIONS AND APPROVAL OF CEILING SYSTEM APPLICATION. Z o WALL EACH END AND ONE AT THE CENTER OF EACH FIXTURE. T-BAR T-BAR 0 w 0.5 MAIN RUNNER 3 ALL T BAR AND FIXTURE SUPPORT WIRES WILL BE FURNISHED AND INSTALLED its. ) PERIMETER HANGER PERIMETER HANGER STRUT STRUT J BY THE GENERAL CONTRACTOR.THE ELECTRICAL CONTRACTOR SHALL PROVIDE WIRE WIRE Q z FINAL FIXTURE TIE CONNECTIONS AND GRID ATTACHMENTS AS INDICATED. g 6'4„MAX 6-0"MAX74 8"MAX. 8"MAX. p = z 8" 4'4'MAX 8" t 10° t 10° 8 8" L U hof WALL WALL 60 6� RIVET O W o w l WIRE HANGER TYP THIS SIDE z w S ATTACH SCREW ATTACH SCREW ONLY OO LL LL a ^" THROUGH EITHER TOP THROUGH EITHER TOP 6"FACIA \ o FASTENEROPENING o FASTENER OPENING MOLDING /\ CROSS TEES o 0 (OPTIONAL) o (OPTIONAL) m PERIMETER WALL MOLDING SHALL HAVE 3 MIN 2"HORIZ LEG AND BE SECURED TO o 0 0 0 0 0 0 0 0 0 0 0 0 CEILING PANELS eeeeeeevo-eeeee eee a epee e e e�---e e eee eeeee-0eeeeeeee 90. TYR WALL-SEE NOTES. l8" ACM7 WALL /8" ACM7 WALL 4" WALL MOLDING AT OPPOSITE WALL ATTACHMENT CLIP ATTACHMENT CLIP A PROVIDE HEAVY DUTY T-BAR SHALL HAVE 3/4"GAP AND FREE TO MAIN RUNNER MAIN RUNNER sheet 1 ATTACH SCREW ATTACH SCREW GRID SYSTEM SIMILAR TO SLIDE-SEE NOTES. ARMSTRONG PRELUDE XL, THROUGH EITHER SIDE THROUGH EITHER CHANNEL MOLDING " 2"(MAX)FROM BRACING ITEM 7301. 4) PERIMETER CLOSURE ANGLES(WALL MOLDING)ARE REQUIRED TO HAVE A FLOATING WALL" (OPTIONAL) "TIGHT WALL" SIDE(OPTIONAL) ACSE/SEI7 SECTION 13.5.6.2.2-A SEISMIC JOINT IS REQUIRED FOR AREAS WIRES TO CROSS RUNNERS HORIZONTAL FLANGE 2"WIDE.ONE END OF THE CEILING GRID SHALL BE EXCEEDING 2,500 S.F.MULTIPLE JOINTS MAY BE REQUIRED. /� ATTACHED TO THE WALL MOLDING,THE OTHER END SHALL BE 3/4"CLR FROM THE A 7 SUSPENDED CEILING DETAIL WWALL FREE TOALLS WIDTH POP RIVETDSE(THE GRID OR EQUAL).HALLBE ATTACHED AT TWO ADJACENT TYPICAL PERIMETER WALL MOLDING DETAIL TYPICAL SEISMIC SEPARATION JOINT A2 SCALE:318"=T-0" SCALE:3"=V-0" SCALE:3"=V-0" AREA OF EXTERIOR SIGNAGE-REFER TO SIGN MANUFACTURER'S DRAWINGS FOR DETAILS. — — — — — — — — — — — — — — — — — — NOTE: r PAINT FACADE PER COLORS NOTED:CONTACT SIGNS,LOCATION,NUMBER AND SIZE ARE NOT APPROVED UNDER THIS BUILDING PERMIT.A DOLLAR TREE CONSTRUCTION PM.PRIOR TO SEPARATE SIGN LOCATION PERMIT IS REQUIRED FOR EACH SIGN. 1 PAINTING. 1 L - - - - - - - - - - - - - - - - - - - - J PAINT: 1 SHERWIN WILLIAMS NOTES:CONTRACTOR SHALL REMOVE AND DISPOSE OF ANY AND ALL PREVIOUS TENANT'S EXTERIOR "ENVY"LRV 18% — — — — — — — SIGNAGE LEFT BEHIND.ALL EXISTING MATERIALS TO REMAIN WHICH ARE DAMAGED OR OTHERWISED #2032.10 DISTURBED BY REMOVAL OF PREVIOUS TENANT SIGNAGE SHALL BE PATCHED OR REPAIRED AND PAINTED TO MATCH EXISTING ADJACENT MATERIALS SO THAT THE REPAIR IS IMPERCEPTIBLE.CONTRACTORS SHALL TG TG NOT INCLUDE THIS SCOPE OF WORK IN THEIR BID AND WILL BE HANDLED VIA CHANGE ORDER AFTER SITE EVALUATION IS DONE BY WINNING BIDDER.CONTRACTOR SHALL FORWARD THE EVALUATION AND PRICE TG QUOTE TO THE CONSTRUCTION PM FOR APPROVAL PRIOR TO PERFORMING ANY AND ALL WORK. I EXIST ALUMINUM EXIST BOLLARD- PROVIDE NEW STOREFRONT A. 5'-2q" PROVIDE STOREFRONT c STOREFRONT SYSTEM AND PAINT SAFETY DOOR,TRANSOM,AND FRAMING AND GLAZING TO - GLAZING TO REMAIN. YELLOW(TYP OF 2) F THRESHOLD.INSTizi- ALL PER MATCH EXIST. A EXTERIOR ELEVATION A3 MANUFACTURER'S PUBLISHED 5"x 5"ENTRANCE ACCESSIBILITY A3 SCALE:1/4"=1'-0" STANDARDS. DECAL TENANT SUPPLIED.DECAL SHALL BE MOUNTED TO THE RIGHT OF THE MAIN ENTRANCE y 18" y STOREFRONT DOOR(DO NOT MOUNT NEXT TO EXIT DOORS). PAINT YELLOW. BALLOON CORRAL \\ \\ \\ IL m \ \ \ \ \ NOTE:IF HARD SURFACE N EMERGENC! Y - Ex 0- EXIST NEXT TO E \ \ STOREFRONT ENTRANCE DOOR,CONTRACTOR SHALL SUPPLY AND a m \ \ \ \ \ INSTALL BACKER FOR e o DECAL TO ADHERE TO LAND ATTACH TO HARD BASE ON WALL ALMOND FRP TO 4'-0"AFF BALLOON SLATWAI L TO 8'-0"AFF.PROVIDE 1X4 WOOD RFACE A: REQUIRED. SURFACES NOT COVERED BY ON AREAS NOT COVERED CENTER TRIM AT EDGES PAINTED WHITE. B INTERIOR ELEVATION GONDOLA UNITS(TYP). BY GONDOLA UNITS(TYP.) A - � � A3 SCALE va°=r-o° F ACCESSIBILITY DECAL AT STOREFRONT ENTRANCE A3 SCALE:1/2"=V-0" PAINT YELLOW. 1 TOP OF PERIMETER WALL WALL SURFACE AREAS NOT SIGNAGE.TENANT SUPPLIED, GONDOLA(TYP). COVERED BY GONDOLA UNITS RRMM _ Bo SHALL BE PAINTED YELLOW. ARCHITECTS, PC CONTRACTOR INSTALLED. 1317 Executive Chesapeake, Blvd,VA 23320 BRUSHED ALUMINUM COVER PLATE (757)622-28281fax(757)622-6883 / \ ON SALES AREA SIDE ONLY. ALMOND FRP TO 4'4'AFF 2X4 HORIZONTAL WD BLOCKING EXTENDS TO PROVIDE VINYL BASE ON WALLL / \ / \ ON AREAS NOT COVERED FARTHEST OUTER EDGE OF LAST GONDOLA SURFACES NOT COVERED BY w 0 / \ WALL GONDOLA.TENANT S.. k BY GONDOLA UNITS(TYP.) (REFER TO TENANT'S FIXTURE PLAN.) GONDOLA UNITS(TYP). c INTERIOR ELEVATION 0 ONLY oNLW SUPPLIED,CONTRACTOR co) caw: / \ INSTALLED. 3 A3 SCALE:1/4"=V-0" G w = ^ a A3 LL a \� // FRP PANEL TO4'-0"AFF. F 4 / — — — — — PAINT YELLOW. �_ o of d \ / or- 4"VINYL BASE. Z. WALL SURFACES COVERED BY I Q I TOP OF PERIMETER WALL WALL SURFACE AREAS NOT J 4 FREEZERS AND COOLERS SHALL GONDOLA(TYP). COVERED BY GONDOLA UNITS L 0"MI NOT BE PAINTED SHALL BE PAINTED YELLOW. OPEU \ \ I I �SALES/STOCKROOM DOOR ELEVATION i i \ A3 SCALE:1/2"=V-0" PROTECTIVE COVER PLATE-SEE — — — — PROVIDE VINYL BASE ON WALL 2X4 HORIZONTAL WD BLOCKING EXTENDS TO ALMOND FRP TO 4'-0"AFF nn n o DOOR NOTE 2,SHEET A4. SURFACON AREAS NOT COVERED 00 GONDOLA UNITS NOT CUP) (REFER TO TENANT'S FIXTURE PLAN.)COVERED BY OUTER GONDOLA BY GONDOLA UNITS(TYP.) u 00 (E)INTERIOR ELEVATION A3 SCALE:1/4"=1'-0" w Z Z 0 PAINTYELLOW. Q Z a o 0 = Oa TOP OF PERIMETER WALL WALL SURFACE AREAS NOT Z z 4 GONDOLA(TYP). COVERED BY GONDOLA UNITS Q 0 co SHALL BE PAINTED YELLOW. Of 0 z O O a w I Id 2X4 HORIZONTAL WD BLOCKING EXTENDS TO - FARTHEST OUTER EDGE OF LAST GONDOLA o E INTERIOR ELEVATION (REFER TO TENANTS FIXTURE PLAN.) A3 SCALE:1/4"=1'-0" sheet A3 FINISH SCHEDULE DOOR SCHEDULE SPACES FLOORS BASES WALLS CEILING NOTES DOORS DETAILS FIRHDW DOOR SALES ENTRY CARPET TILE 4"VINYL GWB-PAINT YELLOW/ ACT 1,2,4,5,6,9,11,12,14 # W H T MATERIAL HEAD JAMB SILL NOTES NOTES POLISHED CONIC FRP STOCKROOM CONCRETE 4"VINYL EXISTING 2,8,11 100 T-0" 6-8" 1 3/4" SOLID CORE WD 11A2 1/A2 100A 5 EMPLOYEE AREA CONCRETE - GWB I PLYWOOD 6,8,13 200 PR T-0" 7'-0" 1 3/4" HOLLOW METAL 11A2 1/A2 200B 2,5,7,11 SUSPENDED ACOUSTICAL SUSPENDED ACOUSTICAL OFFICE POLISHED CONC 4"VINYL GWB-PAINT WHITE 2,5,6,9,10,12 300 T-0" 6'-8" 1 314" SOLID CORE WD 11A2 11A2 300C 5,6 CEILING TILE-REFER TO CEILING TILE-REFER TO TOILET SHEET VINYL 6"SHEET VINYL FRP GWB 3,5,6,7,9,11 400 T-0" 7'4' 13/4" EXIST HOL METAL 400C 3,4,5,8 REFLECTED CEILING PLAN REFLECTED CEILING PLAN HALLWAY POLISHED CONIC 4"VINYL I GWB-PAINT WHITE I FRP ACT 2A6,11,12 1401, T-0" T-0" 1 314" HOLLOW METAL 21A2 2/A2 31A2 400C 4,5,8,10 FOR HEIGHT FOR HEIGHT 500 PR 3'-0" 7'-0" 1 3/4" EXIST AUTO SLIDING - 500D 1,12 PAINT YELLOW. FINISH NOTES 501 T-0" 1 T-0" 1 1 3I4" ISTOREFRONT 4/A2 I I 50OF 8,9,10 I SALES AREA 1. CARPET TILE:MANUFACTURED BY INTERFACE FLOORING 7. PAINT TOILET ROOM EXTERIOR WALLS WHITE. SYSTEMS AND TENANT SUPPLIED.INSTALL TILES QUARTER 8. EXIST CONCRETE FLOOR TO REMAIN.PATCH AND REPAIR AS DOOR NOTES HARDWARE NOTES NOTE:ATTACH GONDOLA FIXTURE TURNED AND PER TENANT'S CRITERIA. REQUIRED TO PROVIDE SMOOTH SURFACE. 1. PROVIDE A SIGN POSTED ON THE EGRESS HDW#100A PAINT YELLOW. UNITS PER MANUFACTURER'S ENTRY TILE:DECO RIB,STYLE#678609900. 9. SLATWALL TENANT SUPPLIED SHALL BE INSTALLED BY THE SIDE,ON OR ADJACENT TO THE DOOR 1 1/2 PAIR HINGES:STANDARD WEIGHT INSTRUCTIONS. CONTRACTOR SHALL PREPARE FLOOR SURFACE AND CONTRACTOR.ALL OTHER FINISHES SHALL BE PROVIDED AND STATING:"THIS DOOR TO REMAIN UNLOCKED 1 MECHANICAL PUSH BUTTON LOCKSET COORDINATE CARPET INSTALLATION WI CARPET INSTALLER. INSTALLED BY CONTRACTOR. 2. VINYL COVE BASE:COLOR-BLACK.(VINYL BASE ONLY ON 10. PROVIDE PREFORMED COUNTER WITH WHITE HIGH WHEN BUILDING IS OCCUPIED."THE SIGN WITH LEVER HANDLE I SHALL BE IN LETTERS 1"HIGH ON A 1 CLOSER SALES AREA I EXPOSED WALLS NOT COVERED BY GONDOLAS IN SALES PRESSURE LAMINATE FINISH.MOUNT TO WALLS.FILING CONTRASTING BACKGROUND. 1 FLOOR STOP AREA.) CABINETS PROVIDED BY TENANT.SEE ENLARGED OFFICE 2. NEW DOORS-SUPPLIED BY TENANT W/ HDW#200B VINYL COVE BASE TO BE LOCATED IN STOCKROOM AT PLAN AND OFFICE ELEVATION. PRE-INSTALLED BRUSHED ALUM COVER PLATE ON 3 PAIR HINGES:41/2"HEAVY WEIGHT, MOP SINK AND CABINET ONLY UON. 11. F R P(FIBERGLASS REINFORCED PANEL):IN TOILET ROOM SALES AREA SIDE OF THE DOOR. BALL BEARING PINS EXIST MASONRY WALL 3. SHEET VINYL:CLASSIC CORLON SERIES FROM FLOOR TO 8'-0"AFF SHALL BE WHITE"COLOR(IN 2 CLOSERS WITH HOLD OPEN WOOD STUD AND GWB PARTITION- MANUFACTURED BY ARMSTRONG-CONNECTION STOCKROOM BEHIND MOP SINK ONLY,IN HALLWAY BEHIND 3. DOOR,FRAME AND HINGES ARE EXISTING. 2 PULL HANDLES(ON STOCKROOM SIDE) GWB ON METAL FURRING- WALL CONSTRUCTION TYPE: CORLON"PORCELAIN"#88724 OR EQUAL. DRINKING FOUNTAIN ONLY.)FRP ON SALES FLOOR(WHERE PROVIDE AND INSTALL ANY MISSING ITEMS OF 1 THRESHOLD(114"MAXIMUM HEIGHT) WALL CONSTRUCTION TYPES: SHEET VINYL BASE:BY INTREGAL,3/8"RADIUS,6"HIGH NOTED ON PLANS/ELEVATIONS)SHALL BE ALMOND COLOR HARDWARE PER HARDWARE NOTES. HDW#300C 3 EXTERIOR DEMISING WALL:EXISTING COVED BASE W/COVE STICK AND EXTRUDED ALUMINUM CAP WITH"J"CHANNEL TRIM CAP AND"H"CHANNEL PANEL 4 PROVIDE ONE PEEP HOLE TO VIEW OUT. 1 1/2 PAIR HINGES:STANDARD WEIGHT TENANT DEMISING WALL: WOOD STUD AND GWB: PATCH AND CONNECTORS. (ONE) EXISTING MASONRY WALL WITH TRIM. MOUNT @ 4'-3"AFF. 1 PRIVACY SET WITH LEVER HANDLE METAL FURRING AND GWB. REPAIR TO LIKE NEW CONDITION. 4. PROVIDE 2'-0"X 4'-0"CEILING TILE EQUAL TO ARMSTRONG 12. POLISHED CONCRETE FLOOR ON SALES FLOOR AND OFFICE. 5. PAINT DOOR AND FRAME W/WHITE 1 CLOSER c PATCH AND REPAIR AS CORTEGA"MINABOARD#769,WHITE,IN A WHITE METAL POLISHED CONCRETE FLOOR BY TENANTS VENDOR. SEMI-GLOSS ENAMEL PAINT. (FLOORIWALL STOP IF SHIPPED WITH - REQUIRED. GRID.(IN AREAS WITH SIGNIFICANT AIR PRESSURE COORDINATE WITH TENANT. 6 INSTALL TENANT SUPPLIED SIGNAGE PER HARDWARE) DIFFERENTIALS PROVIDE RETENTION CLIPS TO RETAIN 13. PAINT EMPLOYEE AREA WALLS TO 4'-0"AFF"FOREST DETAIL A/A1.1. HDW#400C PANELS IN PLACE.)SEE SEISMIC DETAIL 71A2. GREEN". 7. REINFORCE JAMBS WITH WOOD BLOCKING. 1 1/2 PAIR HINGES:STANDARD WEIGHT, 5. SLATWALL:314"SLATWALL WITH WHITE MELAMINE FINISH.SEE 14. SALES AREA TO RECEIVE LEVEL 5 FINISH.PROVIDE FINISH TO 8, CONTRACTOR TO PROVIDE AND INSTALL DOOR NOW REMOVABLE PINS MANUFACTURER'S DRAWINGS FOR INSTALLATION DETAILS. V-0"BEHIND FREEZER I COOLER AND GONDOLA.TO FF SWEEP ON ALL EXTERIOR DOORS TO PREVENT 1 NON-ALARMED,NON-KEYED PANIC BAR 6. PAINT COLORS ARE AS FOLLOWS: EVERYWHERE ELSE.CONTRACTOR SHALL ALLOW 72 HOUR WATER WIND AND DEBRIS INFILTRATION DEVICE:WITH STAND ALONE ALARM , . CURE TIME. REFER TO DOOR ALARM MOUNTING NOTE:REFER TO TYPICAL FIXTURE 9. PROVIDE STOREFRONT DOOR,TRANSOM AND a ATTACHMENT DETAIL WHITE- SHERWIN WILLIAMS PRO 200 LATEX THRESHOLD TO MATCH EXIST.PROVIDE SHOP DETAIL. SEMI-GLOSS WHITE W/B-1 PER GALLON. DRAWINGS TO LANDLORD FOR APPROVAL 1 CLOSER WITH STOP ARM YELLOW- BENJAMIN MOORS PRODUCT 274 PRIOR TO INSTALLATION. 1 PEEP HOLE 1 ALUM THRESHOLD(1/2"MAX HEIGHT) "LEMON SORBET'#2019-60 10.PROVIDE SIGNAGE THAT READS"EMERGENCY (EGGSHELL FINISH) 1 SWEEP TENANT'S FLOOR FINISH FOREST GREEN- BENJAMIN MOORE PRODUCT 274 EXIT ONLY." 1 WEATHER STRIP y TENANT'S FLOOR FINISH "FOREST GREEN"#2047-10(EGGSHELL 11.PROVIDE SIGNAGE THAT READS"EMPLOYEES 1 RAIN DRIP Y N FINISH) ONLY." HDW#500D to 12.EXISTING AUTOMATIC SLIDING DOORS-PROVIDE EXISTING AUTOMATIC SLIDING DOOR. ANY MISSING HARDWARE.CONTRACTOR TO CONTRACTOR TO VERIFY GOOD WORKING m N ti VERIFY DOOR IS IN GOOD WORKING ORDER. ORDER.NOTIFY TENANT PRIOR TO MAKING c EXISTING SLAB EXISTING SLAB ANY NECESSARY REPAIRS. e = A 2 X PT WOOD SILL NOTE:DOOR SHALL OPEN UPON GENERAL HARDWARE NOTES: APPROACH OF PERSON.IN EVENT OF WALL SECTION - WALL SECTION - 1. THRESHOLDS AT EGRESS DOORS SHALL BE NO POWER FAILURE,DOOR SHALL BE ENED MANUALLY CONSTRUCTION TYPE: 2 2 CONSTRUCTION TYPE: 3 MORE THAN 1/2"(MAX)HEIGHT AFF. CAPABLE OFOR EING POAFULLOPEN AND SWING OR SLIDE TO A FULL OPEN „ s A4 SCALE:1"=V-0" A4 SCALE:1"=V-0" 2. ALL DOOR HANDLES,PULLS,LATCHES,LOCKS POSITION WHEN LATCH SIDE OF DOOR IS EXIST DECK AND OTHER OPERATING DEVICES SHALL BE SUBJECTED TO 5 LBS(22.2 N)FORCE. EXIST DECK EXIST INSTALLED 34"(MIN)TO 48"(MAX)AFF AND SHALL DOOR SHALL ALSO COMPLY FULLY WITH E FRAMING @ 24"OC BE"SINGLE-HANDED"OPERABLE WITHOUT USE OF ANSI/BHMA A156.10. (WHERE APPLICABLE) HDW#50OF PROVIDE 2x BLOCKING @ 24"OC(OR KEY OR SPECIAL KNOWLEDGE. HINGES PER STOREFRONT MANUFACTURER EXIST 2x FRAMING @ 24"OC) PROVIDE 2x BLOCKING @ 24"OC(OR 3. WHERE EGRESS DOORS ARE USED IN PAIRS,THE (BY GENERAL CONTRACTOR) EXIST 2x FRAMING @ 24"OC EXIST 2x FRAMING @ 24"OC) 1 CLOSER WITH STOP ARM AND DROP PLATE o � I UNLATCHING OF THE LEAF SHALL NOT REQUIRE (WHERE APPLICABLE) v w PROVIDE 2x BLOCKING MORE THAN ONE(1)OPERATION AS MENTIONED 1 NON-ALARMED,NON-KEYED PANIC DEVICE WITH 2 ¢m IN GENERAL HARDWARE NOTE#2 ABOVE. DROP PLATES WITH STAND ALONE ALARM- c7 a¢ A (3)#10x2"SCREWS @ Z-O"OC(TYP) PROVIDE 2x BLOCKING w < REFER TO DOOR ALARM MOUNTING DETAIL RRMM w w PROVIDE#8 WAFERHEAD FRAMING (3)#10x2"SCREWS @ 2'-0"OC(TYP) �' 4. CONTROLS AND OPERATING MECHANISMS SHALL 1 SIGN THAT READS"EMERGENCY EXIT ONLY- qa_ SCREWS EA SIDE BE LEVER-TYPE(OR EQUAL)PROVIDING ALARM WILL SOUND WHEN OPENED." PROVIDE#8 WAFERHEAD FRAMING m PROVIDE(20 GAGE)21/2"LEG STANDARD ARCHITECTS, P C SCREWS EA SIDE OPERATION WITH ONE HAND AND NOT REQUIRE "$LP-TRK"(SLOTTED)TOP TRACK FOR 1" Ch Executive Blvd, 23 200 PROVIDE(20 GAGE)21/2"LEG STANDARD DEFLECTION. TIGHT GRASPING,PINCHING,OR TWISTING OF Chesappeake,VA 23320 "SLP-TRK"(SLOTTED)TOP TRACK FOR 1" z 1 3 5/8"(20 GAGE)CONT BRACING STUD WI THE WRIST. (757)622-28281 fax(757)622-6883 DEFLECTION. ¢m I I (2)#8 SMS @EACH STUD(SEE TABLE FOR 5. THE FORCE REQUIRED TO ACTIVATE CONTROLS 3 5/8"(20 GAGE)CONT BRACING STUD W/(2)#8 w W REQUIRED LOCATIONS) OF INTERIOR HINGED DOORS SHALL BE NO SMS @EACH STUD(SEE TABLE FOR v w GREATER THAN 5 POUNDS 22.2 N. k N 2 20 GA METAL STUD BLOCKS PER STUD STUD BRACE BRACING ( ) REQUIRED LOCATIONS) �- () � S} m INDIVIDUAL BRACING STUD(ONE @ EA END) SPAN GAGE SPACING LOCATION (2)20 GA METAL STUD BLOCKS PER WI(3)#8 SMS FROM STUD&(3)#8 SMS FROM SECTION 6. DOORS EQUIPPED WITH CLOSERS SHALL BE g INDIVIDUAL BRACING STUD(ONE @ EA END) GYPBOARD(6 TOTAL PER BLOCK)-LOCATE NO BRACING ADJUSTED SO THAT THE SWEEP PERIOD FROM z o SUSPENDED ACOUSTICAL WI 3#8 SMS FROM STUD&3#8 SMS FROM 1 1 18' 20(600S125.33) B AN OPEN POSITION OF 70 DEGREES WILL TAKE c () () BLOCKS AT EACH SIDE OF SPLICE. REQUIRED CEILING TILE-REFER TO GYPBOARD(6 TOTAL PER BLOCK)-LOCATE I O I AT LEAST 3 SECONDS TO MOVE TO A POINT 3" Q 11 REFLECTED CEILING PLAN BLOCKS AT EACH SIDE OF SPLICE. I I SUSPENDED ACOUSTICAL CEILING TILE- 22' 20(600S125-33) 5'OC(MAX) C FROM THE LATCH,MEASURED FROM THE FOR HEIGHT REFER TO REFLECTED CEILING PLAN FOR 24'-6" 20 600S125-33 4'-2"OC(MAX) D LEADING EDGE OF THE DOOR. SUSPENDED ACOUSTICAL CEILING TILE- STOCKROOM HEIGHT ( ) PAINT YELLOW. REFER TO REFLECTED CEILING PLAN 30'-0' 18(600S125-43) T-7"OC(MAX) E SALES AREA Q 1 FOR HEIGHT(SALES AREA SIDE ONLY) PAINT YELLOW. STUDS MUST MEET MINUMIM SSMA SPECIFICATIONS FOR ATTACHED WITH 2-#12 () SALES AREA 600S125 Fy-- 33 KSI STUDS OF THE SPECIFIED GAGE. TEK SCREWS AT EACH STUD. NOTE:ATTACH GONDOLA FIXTURE I 3 5/8"(20 GAGE)METAL STUD JOIST WITH UNITS PER MANUFACTURER'S I � I NOTE:ATTACH GONDOLA FIXTURE -- -- ---- INSTRUCTIONS. ONE LAYER 5/8"GWB WITH AND A UNITS PER MANUFACTURER'S 1 0 1 DEFLECTION OF U360 AND A MAX.LOAD OF 5 INSTRUCTIONS. c7 w PSF. o w TOP OF JOIST BEYOND(WHERE OCCURS) w PAINT Q 4 c `? YELLOW I I I o M o 8'0" 8'-0" o 00 N N d METAL STUD AND GWB PARTITION- AT HALLWAY METAL STUD AND GWB PARTITION-WALL z w w AT TOILET LOCATION a z z z WALL CONSTRUCTION TYPE: LOCATION �' CONSTRUCTION TYPE: o N w w o �u�' ®TENANT DEMISING WALL:EXISTING _7-V7 N o o METAL STUDS AND FIRECODE GWB. LU 2'X4'ACCOUSTICAL CEILING TILES 6 PARTITION WALL:6"(20 GA)METAL STUDS N z PATCH AND REPAIR AS REQUIRED TO AND GRID INSTALL PER MANUF SPECS. @ 16"OC WITH ONE LAYER 5/8"GWB EACH 4 4 Z MAINTAIN FIRE RATING PER CODE. SALES 1 REFER TO REFLECTED CEILING PLAN SIDE TO ROOF DECK ON SALES AREA SIDE O w AND T012-0 AFF ON STOCKROOM SIDE. 0 STOCKROOM B C D E 3 a w METAL STUD AND GWB PARTITION-WALL 0- 'o z CONSTRUCTION TYPE: BRACING LOCATION SECTION oD 0 1 � o = w o � � 5 SCALE:NITS LL ¢ o PARTITION WALL:6"(20 GA)METAL STUDS @ i6"OC WITH ONE z rY LAYER 5I8"GWB EACH SIDE TO ROOF DECK ON SALES/ 6"METAL STUDS @ 16"OC(SEE TABLE FOR 26 ui I � I 3 518"X 20 GAGE CONT BRACING STUD MORE INFORMATION � LJJ w STOCKROOM SIDE AND TO FINISHED CEILING ON TOILET ROOM/ I I ) O � � o I � I HALLWAY SIDE. W/2#8 SMS EA STUD SEE TABLE () @ ( (2)20 GAMETAL STUD BLOCKS PER 0 z w FOR REQUIRED BRACING STUD O O J = LOCATIONS) INDIVIDUAL BRACING STUD(ONE @ EA END) LL- (20 GA)SILL TRACK W/"HILTI"SHOT W/(3)#8 SMS FROM STUD&(3)#8 SMS FROM ¢ HILTI X-U(.157"0)SHOT PINS W/1 114" PIN"DN"SERIES#X-DNI EMBED 1 1/4" 2"STUD WEB GYPBOARD 6 TOTAL PER BLOCK)-LOCATE EMBED INTO THE SLAB @ 4'OC&4"OFF I � I X.145"DIA @ 16"OC(OR EQUAL) LAP,TYP BLOCKS AT EACH SIDE OF SPLICE. EACH END OF THE INDIVIDUAL PIECE OF 3 I � I TENANTS FLOOR FINISH TRACK,TYP. TENANT'S FLOOR FINISH TENANTS FLOOR FINISH I - -- - ------ -- ---- -- *-- --- _ r----------- _ .r---- ----- sheet - - - ------ - - ----- -- -- EXISTING SLAB EXISTING SLAB EXISTING SLAB (3)#12 SMS,TYP A4 WALL SECTION - WALL SECTION - WALL SECTION - INDIVIDUALMS,T351B"X20GAGEBRACINGSTUD 3 CONSTRUCTION TYPE: 4 4 CONSTRUCTION TYPE: 5 5 CONSTRUCTION TYPE: 6 DETAIL A A4 SCALE:V=V-0" A4 SCALE:1"=V-0" A4 SCALE:1"=V-0" SCALE:1"=V-0" SHOP DRAWINGS ARE REQUIRED FOR THE FOLLOWING ITEMS. SUBMIT AT LEAST 1. THIS BUILDING HAS BEEN DESIGNED TO SUSTAIN,WITHIN THE UMITATIONS SPECIFIED 1. THIS SECTION APPLIES TO THE STRUCTURAL PORTIONS OF THE PROJECT REQUIRING C) CONCRETE CONSTRUCTION PER IBC 1705.3 1.DETAILS AND DIMENSIONS OF CONSTRUCTION SHALL BE VERIFIED AT THE SITE BY THE STANDARD NOTES AND DETAILS 1 (1)SET OF PRINTS FOR ENGINEERS RECORDS(1)SET OF PRINTS TO BE CHECKED IN THE 2009 INTERNATIONAL BUILDING CODE(IBC),ALL DEAD LOADS AND OTHER SPECIAL INSPECTION.THE SPECIAL INSPECTOR'S DUTIES ARE AS DESCRIBED IN (NOT APPLICABLE TO ISOLATED SPREAD FOOTINGS YES N/A CONTRACTOR AND ANY DISCREPANCY BETWEEN THE PLANS AND THE INTENT OF THE S1.1 -STANDARD NOTES AND DETAILS BY ENGINEER&THEN REPRODUCED BY THE CONTRACTOR AND CALCULATIONS APPUCABLE LOADS SPECIFIED IN CHAPTER 16 OR ELSEWHERE IN THE IBC. IBC 1704 OR NON-STRUCTURAL SLABS ON GROUND)......................... .- ■ ❑ PROJECT SHALL BE PROMPTLY REPORTED TO THE ENGINEER BEFORE CONSTRUCTION OR ' (IF APPLICABLE)FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 2.ALL ALLOWABLE STRESSES AND SOIL-BEARING VALUES SPECIFIED IN THE IBC FOR DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: S1.3 1-.STANDARD NOTES AND DETAILS FABRICATION BEGINS. DO NOT SCALE DRAWINGS. V y WORKING STRESS DESIGN HAVE BEEN INCREASED ONE THIRD WHEN CONSIDERING 51.3 STANDARD NOTES AND DETAILS Z a)CONCRETE REINFORCING BARS a) THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL REFERENCED 2.ALL IDEAS,DESIGNS,ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS - b)CONCRETE MIX DESIGN WIND OR EARTHQUAKE FORCES EITHER ACTING ALONE OR WHEN COMBINED WITH VERIFICATION AND INSPECTION colNnrvuous PERIODIC � DEMONSTRATE COMPETENCE,TO THE SATISFACTION OF THE BUILDING OFFICIAL STANDARD' ■ VERTICAL LOADS.NO INCREASE HAS BEEN TAKEN FOR VERTICAL LOADS ACTING AND THE ENGINEER OF RECORD FOR INSPECTION OF THE PARTICULAR TYPE DRAWING ARE OWNED BY AND THE PROPERTY OF BRAD YOUNG&ASSOCIATES,INC.(BYA), PLANS I,y c)STRUCTURAL STEEL ALONE. OF CONSTRUCTION OR OPERATIONS REQUIRING SPECIAL INSPECTIONS. 1.INSPECTION OF REINFORCING AND WERE CREATED,EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH S2.1 FOUNDATION PLAN y �/ d GROUT MIX DESIGN 3. EACH COMPONENT HAS BEEN DESIGNED TO RESIST THE MOST CRITICAL EFFECT STEEL,wau0wc THE SPECIFIED PROJECT ONLY.NONE OF SUCH IDEAS,DESIGNS,ARRANGEMENTS OR PLANS S2.2 .... ROOF PLAN b)THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR X ACI 318:3.5,7.1-7.7 ❑ ■ SHALL BE USED BY OR DISCLOSED TO ANY PERSON,FIRM OR CORPORATION FOR ANY II W RESULTING FROM ALL APPLICABLE LOAD COMBINATIONS REQUIRED BY THE IBC PRESTRESSING TENDONS, CONFORMANCE WITH THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. AND PLACEMENT. PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BYA,FILING THESE FRAMING DETAILS a I 4. GRAVITY LOADS: (THESE ARE THE GENERAL DESIGN LOADS.THEY MAY BE c) COPIES OF TEST RESULTS AND FINAL REPORTS SHALL BE FURNISHED TO DIFFERENT IN LOCALIZED AREAS.) THIS ENGINEER IN ADDITION TO OTHER NORMAL DISTRIBUTIONS WITHIN 2.INSPECTION OF REINFORCING DRAWINGS WITH ANY PUBLIC AGENCY IS NOT PUBLICATION OF SAME.REUSE, 53.1 FRAMING DETAILS STEEL WELDING w AWS 01.4 REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. n, a)DEAD LOADS: ONE WEEK OF THE TEST OR INSPECTION. ACCORDANCE WITH TABLE ACI 318:3.5.2 ❑ ■ TITLE TO THESE PLANS REMAINS WITH THE BRAD YOUNG&ASSOCIATES,INC.AND VISUAL V . ROOF DEAD LOAD =20 PSF d) ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF 170a.3.ITEM 51 CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF 0 j T ROOF POPUP/ THE CONTRACTOR FOR CORRECTION.THEN IF UNCORRECTED TO THE THESE RESTRICTIONS. MANSARD DEAD LOAD: =N/A ENGINEER OF RECORD AND TO THE BUILDING OFFICIAL. 3.INSTALLEDry BOLTS To BE 0) m FLOOR DEAD LOAD =N/A INSTALLED w CONCRETE 3.ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF LOCAL,COUNTY,STATE,OR METAL STUD WALL D.L =N/A e)THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING PRIOR TO AND DURING X ❑ ■ FEDERAL AGENCIES HAVING JURISDICTION. BRAD YOUNG&ASSOCIATES,INC.ASSUMES NO W ,o WOOD STUD WALL =N/A WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS TO THE BEST PLACEMENT OF CONCRETE RESPONSIBILITY FOR SUPERVISION OF CONSTRUCTION OR PROPER EXECUTION SS THE a F. 2. ALLOW TEN(10)WORKING DAYS FOR SHOP DRAWINGS REVIEW COMMENCING THE OF THE INSPECTOR'S KNOWLEDGE,IN CONFORMANCE WITH THE APPROVED WHERE ALLOWABLE LOADS c°° HAVE BEEN INCREASED. WORK SHOWN ON THESE DRAWINGS.SAFETY METHODS AND TECHNIQUES ARE THE SOLE 4 NEXT WORKING DAY AFTER RECEIPT. PLEASE PLAN YOUR SCHEDULE ACCORDINGLY. b)LINE LOADS: PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS RESPONSIBILITY OF THE CONTRACTOR.ANY DEVIATIONS OR UNAUTHORIZED CHANGES TO .w ROOF LIVE LOAD =20 PSF(REDUCIBLE) OF THE I.B.C. a.VERIFY USE of REQUIRED ACI 318: THESE DRAWINGS ARE NOT THE RESPONSIBILITY OF BRAD YOUNG&ASSOCIATES,INC. 3 THENO SHOP OPART ODRAWINGS.F THE N3 SHOP DRAWINGS CT DOCUMENTSONTAIN NG DETAILS,S CE TO BE E ONS ORD AS RPLANS T OFRMANSARDOOF PLIVE UP LOAD: =N/A 2.ALL TEST AND INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT TESTING AND DESIGN MIX. X cH.as.z-s.4 ■ ❑ DEVIATIONS FROM THE ORIGINAL DRAWINGS MUST BE APPROVED IN WRITING PRIOR TO 0 4 <'o PHOTO COPIED FROM THE CONTRACT DOCUMENTS WILL BE REJECTED. INSPECTION AGENCY EMPLOYED BY THE OWNER OR ARCHITECT AND NOT THE CONSTRUCTION.IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER Z W Z FLOOR OFFICE =N/A CONTRACTOR PER IBC SECTION 109,APPENDIX GAP CHAPTER,JOB SITE VISITS BY 5.AT THE TIME FRESH ] >% PARTITION LOAD =N/A CONCRETE IS SAMPLED To OF THE PROGRESS OF THE PROJECT TO FACILITATE OUR ON-SITE VISITS TO ANSWER 0 d C n 4. BEFORE SUBMITTING A SHOP DRAWING OR ANY RELATED MATERIAL TO THIS ENGINEER. THE ENGINEER OF RECORD DOES NOT CONSTITUTE A SPECIAL INSPECTION. QUESTIONS AND VIEW THE PROGRESS AND QUALITY OF WORK IF REQUIRED. 0 " m THE CONTRACTOR SHALL; REVIEW EACH SUCH SUBMISSION FOR CONFORMANCE WITH FLOOR LIGHT = 100 PSF FABRIcgTE SPECIMENS FOR ASTM C 172 STRUCTURAL DRAWINGS INDEX a m THE MEANS, METHODS,TECHNIQUES,SEQUENCES.AND OPERATIONS OF CONSTRUCTION, 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE TEST AND INSPECTION STRENGTH TESTS,PERFORM ASTM c 3t FLOOR LIEN STORAGE =N/A X ❑ ■ 4.THE CONTRACTOR SHALL NOTIFY OUR OFFICE 48 HOURS PRIOR TO THE FOLLOWING FLOOR HEAVY STORAGE =N/A FIRM WITH A SCHEDULE TO FACILITATE THE PROPER COORDINATION OF WORK. SLUMP AND AIR CONTENT ACI 318:5.6,5.8 PHASES OF CONSTRUCTION +ONLY IF THESE PLANS OR ANY OTHER AUTHORITY U! AND SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO,ALL OF WHICH ARE TESTS,AND DETERMINE THE ] �U 6i THE SOLE RESPONSIBILITY OF THE CONTRACTOR;AND APPROVE EACH SUCH FLOOR RESIDENTIAL BASIC 4. PORTIONS OF WORK REQUIRING SPECIAL INSPECTION: TEMPERATURE of THE SPECIFICALLY REQUIRES THE ENGINEER OF RECORD TO MAKE A JOB INSPECTION. a a vi ai DECKS, &STORAGE =N/A CONCRETE. A.B. ANCHOR BOLT ELEV. ELEVATION N0.or NUMBER 0 SUBMISSION BEFORE SUBMITTING IT.THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY A) SOIL AND FOUNDATION: a)FOUNDATION POURS • rj',Z; CHANGES OR DELAYS CAUSED BY PREMATURELY SUBMITTING SHOP DRAWINGS.THIS FLOOR RESIDENTIAL a) SOIL CONDITIONS, FILL PLACEMENT AND LOAD-BEARING YES N/A 6.INSPECTION OF corvcRETE b AFTER THE ERECTION OF THE SUPERSTRUCTURE AND PRIOR F' 00 ENGINEERS SHOP DRAWINGS REVIEW AND STAMP DOES NOT ALLEVIATE THE CONTRACTORS EXTERIOR BALCONIES =N/A ) ADJ. ADJUSTABLE FOR ENGINEER OF RECORD O.C. ON CENTER `a d Z' REQUIREMENTS PER IBC 1705.E......................................■ ❑ AND PROPEREAP PLACEMENT ACI 318:5.9,5.10 TO CLOSING-IN OF ANY PHASE. ' ABV. ABOVE m N m U P, RESPONSIBILITY TO RENEW THE SAME SHOP DRAWINGS.THIS ENGINEER SHALL c)SNOW LOADS: FOR PROPER APPLICATION X ❑ ■ ENGR. ENGINEER OPNG. OPENING ASSUME THAT NO SHOP DRAWING OR RELATED SUBMITTAL COMPRISES AN INTENTIONAL GROUND SNOW LOAD,Pg =25 PSF CONTINUOUS PERIODICALLY TECHNIQUES. 5.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF A.C.I. AMERICAN EQ. EQUAL OPP. OPPOSITE VARIATION UNLESS CONTRACTOR ADVISES THIS ENGINEER OTHERWISE IN WRITING ROOF SNOW LOAD,Ps =25 PSF VERIFICATION AND INSPECTION TASK DURING TASK DURING ALL DIMENSIONS,GRADES,AND OTHER CONDITIONS,AND SHALL CORRELATE AT CONCRETE EQUIP. EQUIPMENT O.D. OUTSIDE DIA. WHICH IS THEN ACKNOWLEDGED BY THIS ENGINEER IN WRITING. LISTED TA SK LISTED 7.INSPECTION FOR THE JOB SITE ALL SUCH ITEMS.GENERAL CONTRACTOR SHALL REPORT ANY INSTITUTE ES EDGE SCREW OR PL PLATE 5.WIND LOADS: MAINTENANCE OF SPECIFIED X ACI 318:5.11.5.13 AI.S.C. AMERICAN EACH SIDE PENNY(d) NAILS g SHOP DRAWINGS a)BASIC WIND SPEED(3-SECOND ULTIMATE GUST),V=85 mph 1 AD RIFY EQUATE MATERIAL I L BELOW THE TINGNRBHARwG X ■ ❑ TECHNIQUES.URITMERATURE AND ■ ❑ DISCREPANCIES TO THE ENGINEER FOR CLARIFICATION AND CORRECTION PRIOR TO INSTITUTE OF EXIST(E) EXISTING PLYWD. PLYWOOD b)RISK CATEGORY II CAPACITY BEGINNING ANY WORK. STEEL CONSTR. EXP. EXPANSION P.S.F. POUNDS PER - c)EXPOSURE C S.INSPECTION OF PRESTRESSED 6.ALL STRUCTURAL MEMBERS SHOWN ON THE PLANS ARE DESIGNED AS IN THEIR FINAL A.S.T.M. AMERICAN SOCIETY FlN. FINISH SQUARE FOCI GN005 2.VERIFY EXCAVATIONS ARE EXTENDED TO CONCRETE: LOCATION.BRAD YOUNG&ASSOCIATES,INC.HAS NOT PERFORMED CONSTRUCTION P.S.I. POUNDS PER d)INTERNAL PRESSURE COEFFICIENT,GC PL.= t 0.18 PROPER DEPTH AND HAVE REACHED PROPER X ■ ❑ a gppLICATION of ENGINEERING SHORING CALCULATIONS OR ENGINEERING NECESSARY TO PLACE ANY FOR TESTING F.N. FIELD NAILING 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SITE SAFETY.THE FOLLOWING MATERIAL ) X ( ) SQUARE INCH REQUIREMENTS ARE NOT INTENDED TO BE A COMPLETE LIST,BUT ARE ADDITIONAL PRESTRESSED FORCES. &MATERIALS FM FACE MOUNT ACI 318: 18.20 STRUCTURAL MEMBERS IN THEIR FINAL LOCATION(ERECTION CALCULATIONS). PRESS. PRESSURE SAFETY REQUIREMENTS FOR THE CONTRACTOR.OBSERVATION VISITS TO THE SITE BY 6. SEISMIC LOAD: 3.PERFORM CLASSIFICATION AND TESTING OF b)GROUTING OF BONDED ACI 318: 18.18.a ❑ ■ APA AMERICAN PLYWOOD FLIT. FLOOR R. RADIUS THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE FOLLOWING ITEMS a IMPORTANT FACTOR, I= 1.0 CONTROLLED FILLED MATERIALS. PRESTRESSED TENDONS IN X 7.DETAILS AND NOTES ON TYPICAL SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN ASSOCIATION FTF FLOOR TO FLOOR X ❑ ■ THE OTHERWISE.DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME ARCH. ARCHITECT URAL FTG. FOOTING REINF. REINFORCING b)SPECTRAL RESPONSE ACCELERATIONS, Ss= 1.044 SEISMIC-FORCE-RESISTING NATURE AS SHOWN FOR SIMILAR CONDITIONS.TYPICAL DETAILS ARE AT NO SCALE. ( ) FIN. FOUNDATION READ. REQUIRED 2. THE STRUCTURE SHOWN IN THESE DRAWINGS IS STRUCTURALLY SOUND ONLY IN ITS SI =0.355 a.VERIFY EXCAVATIONS ARE EXTENDED To SYSTEM AWS AMERICAN WELDING FRMG. FRAMING RM. ROOM COMPLETE FORM,.THE DESIGN ADEQUACY AND SAFETY OR ERECTION BRACING,SHORING PROPER DEPTH AND HAVE REACHED PROPER X ❑ ■ SOCIETY SCHED. SCHEDULE MgrERIAL 9.ERECTION OF PRECAST 8.DO NOT SCALE STRUCTURAL DRAWINGS.IF DIMENSIONS OR DETAIL ARE NOT CLEAR,OR GA GAUGE TEMPORARY SUPPORTS,ETC.IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR,AND c)SITE CLASS D CONCRETE MEMBERS X ACI 318:CH. 16 ❑ ■ DISCREPANCIES EXIST ON THE DRAWINGS OR SPECIFICATIONS,CONTACT THE ENGINEER. BD. BOARD GALV. GALVANIZED SHTG. SHEATHING HAS NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER.THE CONTRACTOR IS d SPECTRAL RESPONSE COEFFICIENTS, S =0.753 5.PRIOR TO PLACEMENT OF CONTROLLED FILLED, BF. BRACED FRAME SHT. SHEET GF GOOD FOR RESPONSIBLE FOR THE STABILITY H THE STRUCTURE PRIOR TO THE APPLICATION OF Sal =0.400 OBSERVE SPREPARE AND VERIFY THAT SITE X ❑ ■ 10.VERIFICATION ON IN-SITU 9.SEE MECHANICAL,ELECTRICAL,AND/OR ARCHITECTURAL DRAWINGS FOR LOCATION AND BILK. BLOCK G.L.B. GLUE LAM BEAM SLV SIMILAR ALL WALLS AND ROOF&FLOOR SHEATHING.HE SHALL PROVIDE THE NECESSARY HAS BEEN PREPARED PROPERLY. SIZE OF PIPES,CONDUITS,FLOOR DRAINS,VENTS,DUCTS,DRAIN LEADERS AND BLKG. BLOCKING SLV SHORT LEG 0 BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE AFORE- e)SEISMIC DESIGN CATEGORY D CONCRETE STRENGTH PRIOR GRD. GRADE MENTIONED MATERIALS. f) SEISMIC-FORCE-RESISTING SYSTEM, R =N/A YES N A TO STRESSING OF TENDONS OTHER SIMILAR OPENINGS NOT INDICATED ON THE STRUCTURAL DRAWINGS. BOT. BOTTOM H.D. HOEDOWN VERTICAL b) INSTALLATION AND TESTING O..PILE FOUNDATIONS / IN PRIOR TO CONCRETE X ACI 318:6.2 BM. * BUILDING SPEC. SPECIFICATION .°- n° =N/A PER IBC 1705.7 ...❑ ■ AND PRIOR TO REMOVAL OF ❑ ■ 10.SEE MECHANICAL,ELECTRICAL ANDELL ARCHITECTURAL DRAWINGS FOR EMBEDMENT OF HGR. HANGER STGR. STAGGER 3. AN ERECTION PLAN IS REQUIRED FOR MOST CONSTRUCTION PHASES.CONTRACTOR Cd =N/A SHORES AND FORMS FROM BOLTS,ANCHORS AND OTHER MISCELLANEOUS EMBEDDED ITEMS NOT SHOWN ON BM. BEAM HIDR. HEADER STD. STANDARD 0 10 SHALL DETERMINE ALL CONSTRUCTION PHASES WHICH REQUIRE ERECTION PLANS BEAMS AND STRUCTURAL B.N. BOUNDARY NAILING m ACCORDING TO ALL APPLICABLE SAFETY REGULATIONS.A CERTIFIED COPY OF SUCH corvnrvuous PERIODICALLY STRUCTURAL DRAWINGS. C CHANNEL HT. HEIGHT STL. STEEL 0 g)DESIGN BASE SHEAR, V =N/A VERIFICATION AND INSPECTION rgsK DURING D DURING SUBS, CLG. CEILING HORIZ. HORIZONTAL STIFF. STIFFENER TO ERECTION PLANS SHALL REMAIN ON THE CONSTRUCTION SITE AT ALL TIMES. LISTED TASK LISTED 11.SEE PLUMBING&ARCHITECTURAL PLANS FOR REQUIRED SLAB WORK FOR FLOOR DRAINS h)SEISMIC RESPONSE COEFFICIENT, Cs =N/A n.INSPECT FORMWORK FOR CLR. CLEAR HSB. HIGH STRENGTH STRUCT. STRUCTURAL 4. TEMPORARY LOADING DURING CONSTRUCTION SHALL NOT OVERLOAD DESIGN VALUES. i) EQUIVALENT LATERAL FORCE ANALYSIS PROCEDURE USED 1.VERIFY PILE MATERIALS,SIZES AND LENGTHS SHAPE,LOCATION AND 12.THE DESIGN,FABRICATION AND CONSTRUCTION SHALL COMPLY WITH All ACCEPTED LOCAL COL. COLUMN BOLT SQ. SQUARE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING ALL TRADES OF SUCH DESIGN VALUES. COMPLY WITH THE REQUIREMENTS. X ❑ ■ DIMENSIONS OF THE X ACI 318:6.1.1 ❑ ■ GOVERNING CODES OF THE PARTICULAR AREA UNDER CONSTRUCTION. C.M.U. CONCRETE MASONRY H.S. HIGH SIDE SYM. SYMMETRICAL THE USE OF AN TYPE MATERIAL HANDLING EQUIPMENT IS PROHIBITED FROM USE 7. FROST LINE DEPTH = 1'-6" CONCRETE MEMBER BEING UryIT N. INCH IF TOP FLANGE ON WOOD ROOFS AND ELEVATED FLOORS. FORMED. 13.THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S 8.THE GOVERNING BUILDING CODE IS THE 2009 INTERNATIONAL BUILDING CODE(IBC) 2.DETERMINE CAPACITIES OF TEST PILES ANo C.J. CONSTRUCTION I.D. INSIDE DIAMETER THK. THICK 5. THE CONTRACTOR SHALL PROVIDE ATTACHED VISIBLE PLATES INDICATING THE DESIGN 9,BY ISSUING A BUILDING PERMIT,THE GOVERNING BUILDING DEPARTMENT CONDUCT ADDITIONAL LOAD TESTS,AS X YES N/A PERFORMANCE,IF REQUIRED,IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY JOINT INT. INTERIOR TS TUBE STEEL ❑ ■ OF THE CONTRACTOR'S SAFETY MEASURES IN,ON,OR NEAR THE CONSTRUCTION SITE. LOADS IN ALL SPACES AS REQUIRED BY APPLICABLE SAFETY REGULATIONS.THE FOR THIS PROJECT IS APPROVING ALL LOADS AND LOAD FACTORS REQUIRED D) MASONRY CONSTRUCTION PER IBC 1705.4... ❑ ■ CONC. CONCRETE JST. JOIST U.B.C. UNIFORM -0 OCCUPANT OF THE BUILDING SHALL BE RESPONSIBLE FOR KEEPING THE ACTUAL LISTED IN ITEMS 4b, 4c, 5, 6, & 7. 14.ANY SUPPORT SERVICES PERFORMED BY THE ENGINEER FIELD REPRESENTATIVES DURING CONN. CONNECTION K or KIPS 1000 Ibs BUILDING COD LOAD BELOW THE ALLOWABLE UMITS. 3.OBSERVE DRIVING OPERATIONS AND MAINTAIN CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION CONSTR. CONSTRUCTION LAM. LAMINATED U.N.O. UNLESS NOTE 10.N/A INDICATES THAT THIS ITEM IS NOT APPLICABLE TO THIS PROJECT. COMPLETE AND ACCURATE RECORDS FOR EACH X ❑ ■ LEVEL 1 SERVICES WHICH ARE FURNISHED BY OTHERS.THESE SUPPORT SERVICES PERFORMED CONT. CONTINUOUS LB a LBS. POUNDS OTHERWISE 6. CONTRACTOR SHALL DETERMINE IF A CALOSHA PERMIT IS REQUIRED,IF SO,IT SHALL PILE. FREQUENCY of REFERENCE FOR BY THE ENGINEER WHETHER PERFORMED PRIOR T0,DURING,OR AFTER COMPLETION OF DA DOUBLE ANGLEERT. VERTICAL BE THE CONTRACTORS RESPONSIBILITY TO OBTAIN SUCH PERMIT. DESIGN CRITERIA L.S.LT. LOW SIDE ,N WIDTH a.vERIFr PLACEMENT Locgnorvs AND INSPEcnoN CRITERIA CONSTRUCTION ER PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN COMPLETION DEMO. DEMOLISH LT.WT. LIGHT WEIGHT 7. THE LACK OF A HIGH GUARDRAIL AT BUILDING PARAPETS FLOOR OPENING&ROOF PLUMPNESS CONFIRM TYPE AND SIZE OF INSPECTION TASK CONTINUOUS PERIODIC,JLY ACI 530/ASCE ACI 530.1/ACSE CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIRCA- DET. DETAIL LLV LONG LEG VERTICAL WT. WEIGH 0 OPENINGS DOES NOT MEET CURRENT LABOR CODE FOR AN OCCUPIED SPACE. GN004-2012 IBC HAMMER,RECORD NUMBER OF BLOWS PER DURING TASK DURING 5/TMS 40z° 6/TMS 602° TIONS,BUT THEY DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT DIAL DIAGONAL M.B. MACHINE BOLT W.W.F. WELDED WIRE THIS ENGINEER RECOMMENDS THE USE OF GUARDRAILS AT STATED LOCATIONS. Fool of PENETRATION,DETERMINE REQUIRED X ❑ ■ LISTED TASK LISTED 0 N IF GUARDRAILS ARE NOT USED THE OWNERS SHALL ACCEPT FULL RESPONSIBILITY. I. THE SOILS REPORT(SEE NOTE a&b BELOW WHERE APPLICABLE) IN ITS ENTIRELY PENETRATIONS TO ACHIEVE DESIGN CAPACITY, BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. DIA.(0) DIAMETER MAT. MASONRY FABRIC -0 C RECORD TIP AND BUTT ELEVATIONS AND L AS MASONRY DIM. DIMENSION MAX. MAXIMUM W.W.M. WELDED WIRE 0 IN ADDITION,THE CONTRACTOR SHALL PROVIDE CLEARLY LEGIBLE SIGNS AT THESE SHALL BE INCLUDED AS PART OF THE CONTRACT DOCUMENTS.THE CONTRACTOR DOCUMENT ANY PILE DAMAGE. CONSTRUCTION BEGINS, 5.ALL WORK SHALL CONFORM TO THE LATEST APPLICABLE CONSTRUCTION SAFETY REQUIRE- DBL. DOUBLE MF. MOMENT FRAME MESH - 0 LOCATIONS STATING"CATION:NO GUARDRAIL". IS RESPONSIBLE FOR READING AND UNDERSTANDING ALL OF THE SOILS REPORTS THE FOLLOWING SHALL ❑ ■ MENTS OF O.S.H.A.AND ANY OTHER GOVERNMENTAL ENTITY HAVING JURISDICTION. DWG. DRAWING MTL. METAL W.F. WIDE FLANGE `o > RECOMMENDATIONS.ALL OF THE SOILS REPORTS RECOMMENDATIONS MUST BE BE VERIFIED TO ENSURE EA. EACH MIN. MINIMUM W WITH E N B. ALL TEMPORARY FLOOR AND ROOF OPENINGS LACKING GUARDRAILS SHALL BE FOLLOWED. FOR RECOMMENDED SOIL BEARING PRESSURE, FOUNDATION MATERIAL c) INSTALLATION AND TESTING OF PIER FOUNDATIONS YES N/A COMPLIANCE: 6.THESE DRAWINGS SHALL BE CONSIDERED SUBSTANTIALLY COMPLETE. HOWEVER,IT IS THE / ADEQUATELY COVERED AND DESIGNED TO RESIST CONSTRUCTION TRAFFIC LOADS. AND SITE FOR SEE SOILS AND GEOLOGICAL REPORT BY: PER IBC 1705.8.......................................................❑ ■ RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE ALL LABOR AND MATERIALS E.N. EDGE NAILING N.T.S. NOT TO SCALE WS WOOD SCREW 9. CONTRACTOR SHALL VERIFY THAT ALL SKYLIGHTS ARE DESIGNED TO WITH STAND NO SOILS REPORT HAS BEEN PROVIDED BY THE OWNER a)PROPORTIONS OF El ■ NECESSARY TO RENDER THE WORK COMPLETE,AS IS THE INTENT OF THESE DRAWINGS, ABBREVIATIONS In LOADS SPECIFIED IN THE INTERNATIONAL BUILDING CODE. corvnrvuous PERIODICALLY MORTAR SITE-PREPARED X ART 2.6q EITHER SHOWN OR INFERRED HEREIN,THROUGH PROPER ESTABLISHED CONSTRUCTION n 13 `D VERIFICATION AND INSPECTION TASK DURING TASK DURING PRACTICES. L Q R 10.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES LISTED TASK LISTED b)CONSTRUCTION OF X. ART 3,3B El GN003 1 150D MORTAR JOINTS WHETHER SHOWN HEREON L NOT,AND TO PROTECT THEM FROM DAMAGE.THE DESIGN SOIL BEARING VALUE= PSF. IBC TABLE 1804.2 7.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE WORK AND THE 1.OBSERVE DRILLING OPERATIONS RAID MAINTAIN c)LOCATION OF COORDINATION OF ALL TRADES AND GOVERNING AGENCIES,AND SHALL PROVIDE p CONTRACTOR SHALL BEAR ALL ION OF OF REPAIR OR REPLACEMENT IN 2. EXISTING FOOTING OR FOUNDATIONS WHICH MAY BE AFFECTED BY ANY COMPLETE AND ACCURATE REcopos FOR EACH X ❑ ■ _ _ >, CONJUNCTION WITH THE EXECUTION OF THIS WORK. EXCAVATION SHALL BE UNDERPINNED ADEQUATELY OR OTHERWISE PROTECTED PIER. REINFORCEMENT, ALL MATERIAL AND LABOR SHOWN OR INFERRED ON THESE PLANS. _ CONNECTORS,RPRESTRESSING ART 3.4 -STEEL -NATIVE SOIL a a 11.CONTRACTOR USED IN THIS DESIGN MAY BE HAZARDOUS SI ONES HEALTH.THE AGAINST SETTLEMENT AND SHALL BE PROTECTED AGAINST LATERAL MOVEMENT. 2.VERIFY PLACEMENT LOCATIONS AND PRESTRESSING X ART 3.6q ❑ ■ 8.ALL MATERAL AND WORK PERFORMED SHAI.L CONFORM WITH THE REQUIREMENTS OF _ -0 CONTRACTOR AND OWNER SHALL ACCEPT ALL RESPONSIBILITY AND SHALL POST 3. FILLS USED TO SUPPORT THE FOUNDATIONS OF ANY BUILDING OR STRUCTURE PLUMPNESS,CONFIRM PIER DIAMETERS,BELL TENDONS AND THE INTERNATIONAL BUILDING CODE OR OTHER GOVERNING CODES AND BUILDING 0 SUCH WARNING DURING CONSTRUCTION. SHALL BE PLACED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE.A DIAMETER(IF APPLICABLE),LENGTHS, ANCHORAGES ORDINANCES.ALL REFERENCE TO THE INTERNATIONAL BUILDING CODE SHALL BE THE ® C Y 12.THE CONTRACTOR,DURING CONSTRUCTION,AND THE OWNER,DURING OCCUPANCY, SOIL INVESTIGATION REPORT AND A REPORT OF SATISFACTORY PLACEMENT EMBEDMENT INTO BEDROCK(IF APPLICABLE) X ❑ ■ d)PRESTRESSING X qRT 3.68 ❑ ■ uTEsr ADOPTED EDITION. -MASONRY -ENGINEERED FILL a; O o Q SHALL ASSUME ALL RESPONSIBILITY FOR PROPER ROOF MAINTENANCE TO INSURE OF FILL BOTH ACCEPTABLE TO THE BUILDING OFFICIAL AND THE ENGINEER AND ADEQUATE END BEARING STRATA TECHNIQUE 0 L PROPER ROOF DRAINAGE. OF RECORD SHALL BE SUBMITTED.A SOILS REPORT PROVIDES THE BUILDING CAPACITY. e)GRADE AND SIZE OF 9.THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND U a -0 U DESIGN ENGINEER WITH SITE PREPARATION AND FOUNDATION DESIGN PRESTRESSING ART 2.aB DO NOT INDICATE THE METHODS OF CONSTRUCTION.THE CONTRACTOR SHALL SUPERVISE -AGGREGATE 0 -GROUT 13.THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION INCLUDING BUILDING ERECTION RECOMMENDATIONS. IF THE BUILDING OWNER OR TENNANT AUTHORIZING THE B) STEEL CONSTRUCTION PER IBC 1705.2 TENDONS AND X ART 2.4H ❑ ■ AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS SAFETY.THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING ALL ERECTION LAWS AND CURRENT CONSTRUCTION DOES NOT PROVIDE A SOILS REPORT TO THE ANCHORAGES METHODS,TECHNIQUES,SEQUENCES,AND PROCEDURES,INCLUDING,BUT NOT LIMITED GUIDELINES.IF THE CONTRACTOR FEELS THAT THE ERECTION OF THE STRUCTURE ENGINEER OF RECORD,THE OWNER OR TENNANT AUTHORIZING THE CURRENT 2.THE INSPECTION PROGRAM SHALL VERIFY: TO BRACING AND SHORING.OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES -WOOD BLOCK a ° -CONCRETE REPRESENTED IN THESE PLANS WILL NOT MEET THOSE LAWS&GUIDELINES.THE CONSTRUCTION BY PROCEEDING WITH CONSTRUCTION, IS PROCEEDING AT VERIFICATION AND INSPECTION CONTNuous PERIODIC REFERENCED OF THE ARCHITECT OR ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVECONTRACTOR MUST NOTIFY THE ENGINEER BEFORE CONSTRUCTION AND FABRICATION BEGINS. THEIR OWN RISK AND THIS ENGINEER ASSUMES NO RESPONSIBILITY FOR THE STANDARD° a)SIZE AND LOCATION POSSIBLE MOVEMENT°OF THE SOILS SUPPORTING THE BUILDING FOUNDATION. OF STRUCTURAL X ART 3.3G ❑ ■ MEASURES OR THE CONSTRUCTION PROCEDURES.ANY SUPPORT SERVICES PERFORMED g ADDITIONAL SAFETY NOTES 4. FOUNDATIONS SUPPORTING WOOD SHALL EXTEND AT LEAST 8"ABOVE THE 1.MATERIAL VERIFICATION OF ELEMENTS BY THE ARCHITECT OR ENGINEER DURING THE CONSTRUCTION SHALL BE DISTINGUISHED -CONTINUOUS WOOD MEMBER HIGH-STRENGTH BOLTS, b)TYPE,SIZE AND FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY ADJACENT FINISH GRADE. NUTS AND WASHERS: LOCATION OF OTHERS.THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER, GN015 ANCHORS,INCLUDING WHETHER OF MATERIAL OR WORK,AND FOR THE PURPOSE OF ASSISTING IN QUALITY 5. VAPOR BARRIER SHOULD CONFORM WITH ASTM®775-85 STANDARD a)INDENTIFICATION MARKINGS APPLICABLE ASTM YES N A OTHER DETAILS OF CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DOCUMENTS,DO NOT DETAIL I. THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. PRACTICE FOR SELECTION OF VAPOR RETARDER FOR THERMAL INSULATION. To CONFORM To ASTM MATERIAL / ANCHORAGE OF X SEC 1.z.z(e) ❑ ■ GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 6. SITE PREPARATION SHOULD BE DONE ACCORDING TO THE SITE SOILS-- STANDARDS SPECIFIED IN X SPECIFICATIONS; ❑ ■ MASONRY TO -DETAIL 2. STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH ARCHITECTURAL, REPORT. GENERAL SITE CLEARING SHOULD INCLUDE REMOVAL OF THE APPROVED ABC 350,SECTION STRUCTURAL SUPERVISION OF CONSTRUCTION. � RRMM CONSTRUCTION DOCUMENTS. A3.3 MEMBERS,FRAMES 20.WHERE A SECTION OR TYPICAL DETAIL IS SHOWN FOR ONE CONDITION,IT SHALL APPLY PLUMBING, ELECTRICAL, CIVIL AND MECHANICAL DRAWINGS. THE CONTRACTOR VEGETATION; EXISTING UTILITIES;STRUCTURES INCLUDING FOUNDATION; OR OTHER SHEET DRAWN ON IS RESPONSIBLE FOR COORDINATING SUCH REQUIREMENTS INTO THEIR SHOP BASEMENT WALLS AND FLOORS; EXISTING STOCKPILE SOIL;TREES AND b)MANUFACTURER'S CONTSRUCTION FOR ALL LIKE OR SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. ARCHITECTS, PC DRAWINGS AND WORK. ASSOCIATED ROOT SYSTEMS; RUBBLE; RUBBISH;AND ANY LOOSE AND/OR CERTIFICATE OF X El X DETAIL CUT SATURATED MATERIAL. SITE STRIPPING SHOULD EXTEND TO A MINIMUM DEPTH COMPLIANCE REQUIRED. c)SPECIFIED SIZE. ART z 4 21.IT SHALL BE THE GENERAL CONTRACTORS RESPONSIBILITY FOR THE SUPERVISION OF 1317 Executive Blvd,Suite 200 GRADE AND TYPE of X sec 1.13 ❑ ■ THE WORK OR POSSIBLE OMISSIONS SHOWN OR INFERRED ON THESE PLANS. X REFERENCE 3. WR OPENING SHALL BE MADE IN ANY STRUCTURAL MEMBER WITHOUT THE OF 2 E 4 INCHES, OR UNTIL ALL ORGANICS IN EXCESS OF 3 PERCENT BY 2.INSPECTION OF REINFORCEMENT ^ITT 3.4 Chesappeake,VA 23320 WRITTEN APPROVAL OF THE ENGINEER OF RECORD. VOLUME ARE REMOVED. DEEPER STRIPPING MAY BE REQUIRED IN LOCALIZED HIGH-STRENGTH BOLTING: 22.CONNECTIONS OF ALL ITEMS SUPPORTED BY THE STRUCTURAL ARE THE RESPONSIBILITY (757)622-28281 fax(757)622-6863 AREAS.THESE MATERIALS WILL NOT BE SUITABLE FOR USE AS ENGINEERED d)WELDING OF SEC 2.1.10.7.2 ART 2.4 4. NO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL MEMBERS SHALL BE FILL a)BEARING-TYPE wsc 3so,secnoN REINFORCING BARS X SEC 3.3.3.4(b) ART 3.4 ❑ ■ OF THE DISCIPLINES WHO ARE MAKING THESE ATTACHMENTS.THESE ATTACHMENTS X ------j -SECTION CUT MADE WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD. CONNECTIONS. X M2.s ❑ ■ SHALL BE DESIGNED TO RESIST ALL GRAVITY,WIND,SEISMIC,THERMAL LOADS,ETC 7. DEVELOP AND MAINTAIN SITE GRADES WHICH WILL RAPIDLY DRAIN SURFACE .)PROTECTION OF X REFERENCE MASONRY DURING AND ROOF RUNOFF AWAY FROM FOUNDATIONS AND FLOOR SLABS- BOTH b)CONNECTIONS AL X X asc 3s0,sEcnaN ❑ ■ ART 1.8C 23.GENERAL CONTRACTOR SHALL NOTIFY ENGINEER AND DOCUMENTS. IMMEDIATELY OF ANY 5. OPENINGS 1'-4"AND LESS ON A SIDE ARE GENERALLY NOT SHOWN COLD WEATHER DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS. XX FOOTING & COLUMN DURING AND AFTER CONSTRUCTION.ADJACENT OF AT LEAST 5'AWAY FROM M2.5 ON THE STRUCTURAL DRAWINGS. REFER TO ARCHITECTURAL AND (TEMPERATURE BELOW X ART 1.8D ❑ ■ STRUCTURES TO PRECLUDE POUNDING OF WATER ADJACENT TO FOUNDATIONS. MECHANICAL DRAWINGS FOR SUCH OPENINGS. 3.MATERIAL vERIFlcgnoN OF ao°F)OR HOT 24.CONCRETE SLAB-ON-GRADE HAS NOT BEEN DESIGNED FOR CONSTRUCTION LOADS OR SCHEDULE ITEM VEY Pp 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING NECESSARY TO STRUCTURAL STEEL: WEATHER SPECIFIC OCCUPANT SERVICE LOADS BY THIS ENGINEER. 9 01 H2 OG 6. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF (TEMPERATURE ABOVE WID"', 3 N CONSTRUCTION LOAD IMPOSED UPON STRUCTURAL FRAMING. SUPPORT CUT AND/OR FILL BANKS DURING EXCAVATION,AND FOR a)INDENTIFICATION MARKING 90'F) 25.VIBRATIONAL EFFECTS OF MECHANICAI.EQUIPMENT HAVE NOT BEEN CONSIDERED BY THIS Q -SHEARWALL FORMING AND PLACEMENT OF CONCRETE. GENERAL CONTRACTOR AND TO CONFORM TO ASTM YES NO N/A ENGINEER. 1 SCHEDULE ITEM CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN CAPACITY OF CONCRETE SUB-CONTRACTOR SHALL REVIEW AND FAMILIARIZE THEMSELVES STANDARD SPECIFIED IN A 568A6 OR ASTM ■ ❑ ❑ O APPLICATION AND THE FRAMING AT THE TIME THE LOADS ARE IMPOSED. WITH THE SOILS REPORT.a THE APPROVED MEASUREMENT OF X ART 3.6B ❑ ■ 26.NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES CONSTRUCTION DOCUMENTS. PRESTRESSING FORCE 7. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. 9° VERIFY BUILDING ORIENTATION&PLACEMENT ON THE SITE WITH THE 27.CONSTRUCTION AND MATERIAL SHALL COMPLY WITH AND BE INSTALLED IN ACCORDANCE -ELEVATION THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY APPROVED PROJECT SITE PLAN.THE PROJECT SITE PLAN SUPERSEDES NORTH b)MILL resruREPORrsTIFIED A Beans OR ASTM ❑ ❑ ■ a.EN o RE OOMPugrvce:THE FOLLOWING SHALL BE VERIFIED To WITH ALL THE REQUIREMENTS OF ALL LEGALLY CONSTIMED PUBLIC AUTHORITIES T.O. (SECTIONS & PLANS) BRACING AND /OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF ARROW SHOWN ON THE STRUCTURAL PLANS. HAVING JURISDICTION,INCLUDING ALL COUNTY AND LOCAL ORDINANCES,AND THE SAFETY a.MATERIAL VERIFICATION OF .)GROUT SPACE I5 ORDERS OF THE STATE INDUSTRIAL ACCIDENT COMMISSION,OSHA. THE CONTRACTORS CONSTRUCTION METHODS AND/OR SEQUENCE. 10.A LETTER FROM SOIL ENGINEER SHALL BE PROVIDED CONFIRMING THAT THE WELD FILLER MATERIALS: CLEAN X ART 3.2D ❑ ■ E%PIRFS II-7-loll FOUNDATIONS PLAN,GRADING PLAN,AND SPECIFICATIONS HAVE BEEN 28.BE REFERENCE TO THE WORDS APPROVED,OR APPROVAL E THESE DOCUMENTS SHALL 8. DO NOT SCALE THESE DRAWINGS, USE DIMENSIONS. b)PLACEMENTFORCE EN BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE X INDICATES NEW BUILDING REVIEWED AND THAT IT HAS BEEN DETERMINED THAT THE RECOMMENDATIONS a)TSO C INFORM N MARKING REINFORCEMENT AND IN THE SOILS REPORT ARE PROPERLY INCORPORATION INTO THE PLANS. To CONFORM To AWS THE CONTRACTOR AND L OR HIS SUBCONTRACTORS OF ANY LIABILITY IN FURNISHING GRID LINE. 9• CONTRACTOR'S CONSTRUCTION AND T OR ERECTION SEQUENCES APPROVED IN THE A39 360,SECTION ❑ ❑ ■ PRESTRESSINGAND X sec 1.13 ART 3.4 ❑ ■ THE REQUIRED MATERIALS OR LABOR SPECIFIED. SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL 11.CONTINUOUS AND PAD FOOTINGS SHOULD HAVE A MINIMUM EMBEDMENT DOCUMENTS. coINSTRucrloN TENDONS AND 29.CONSTRUCT THOSE FEATURES OF THE PROJECT,WHICH MAY NOT BE FULLY SHOWN,IN & MOISTURE CHANGES THAT WILL RESULT IN MOVEMENTS OF DEPTH AS SPECIFIED IN THE FOOTING SCHEDULE("T")OR NOTED IN THE MANUFACTURES ANCHORAGES A MANNER SIMILAR TO THAT USED FOR SIMILAR FEATURES. X INDICATES EXISTING BUILDING STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. PLANS BELOW ROUGH PAD GRADE OR ADJACENT EXTERIOR GRADE,WHICHEVER b)OF COMPLIANCE CERTIFIED 10. THE CONTRACTOR SHALL INFORM THE ENGINEER OF RECORD IN WRITING IS LOWER.THE ENGINEER RT" Q NOTIFIED IF THERE IS A DISCREPANCY OF COMPLIANCE REQUIRED. ❑ ❑ ■ c)PRO OPTIONS OF SITEU-PREPARED 30.SEE ALSO SPECIFICATIONS.WHERE AVAILABLE. GRID LINE. BETWEEN THE SOILS REPORT REQUIREMENTS AND THE STRUCTURAL PLANS. GROUT AND OF ANY DEVIATION FROM THE CONTRACT DOCUMENTS.THE CONTRACTOR 12 THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE CIVIL& 5.INSPECTION OF WELD: PRESTRESSING GROUT X ART 2.6B ❑ ■ 31.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE SUPERVISION OF THE WORK OR 1� INDICATES A MOMENT . SHALL NOT BE RELIEVED OF THE RESPONSIBILITY OF SUCH DEVIATION ARCHITECTURAL PLANS,WITH RESPECT TO GRADE,WITH THE FOUNDATION FOR BONDED THE PROPER EXECUTION OF SAME. CONNECTION BY THE ENGINEER OF RECORD, REVIEW OF SHOP DRAWINGS, PRODUCT PLAN.THIS INCLUDES, BUT IS NOT LIMITED TO,COORDINATING ALL REQUIRED TENDONS 32.CONRACTOR IS TO VERIFY ALL DIMENSIONS PRIOR TO BEGINNING OF CONSTRUCTION. DATA, ETC., UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE STEP FOOTING LOCATIONS BASED ON THE GUIDE LINES IN THE STEPPED a)STRUCTURAL STEEL: ANY DISCREPANCIES MUST BE REPORTED TO THE ENGINEER BEFORE PROCEEDING WITH SYMBOLS ENGINEER OF RECORD OF SUCH DEVIATION AT THE TIME OF d)corvsreucnoN of CONCRETE FOOTING DETAIL BETWEEN THE REQUIRED FINAL GRADING/CIVIL 1 COMPLETE AND PARTIAL MORTAR JOINTS X ART 3.38 ❑ ■ WORK.COORDINATE STRUCTURAL DIMENSIONS WITH ARCHITECTURAL FLOOR PLANS, SUBMISSION, AND THE ENGINEER OF RECORD HAS GIVEN WRITTEN PLANS&ARCHITECTURAL PLANS AND FOOTING/FOUNDATION LAYOUT.ANY )PENETRATION GROOVE X AWS Dt.t ELEVATIONS,SECTIONS,DETAILS ETC. GN002 T� O APPROVAL TO THE SPECIFIC DEVIATION. DISCREPANCIES MUST BE BROUGHT TO THE ENGINEERS ATTENTION BEFORE WELDS. ❑ ■ a.GROUT PLACEMENT SHALL I till� BE VERIFIED TO ENSURE 33.THE STRUCTURAL SYSTEMS HAVE BEEN DESIGNED TO CARRY THE SUPERIMPOSED LIVE V 11. THE CONTRACTOR MUST ENSURE THAT MANUFACTURED ENGINEERED ANY CONSTRUCTION BEGINS. nws 01 1 c0MP IA WITH cooE X ART 35 ❑ ■ LOADS AS PRESCRIBED BY THE BUILDING CODE AND IN ACCORDANCE WITH STANDARD ( 2)MULTIPASS FILLET WELDS. X ❑ ■ CSJ BY OTHERS) ROOF& FLOOR FRAMING IS DESIGNED TO RESIST UPLIFT 13. THE EXTERIOR FLATWORK SHOULD BE POURED SEPARATELY IN ORDER TO ACT AND CONSTRUCTION ENGINEERING PRACTICES,WITH NO SPECIAL PROVISIONS FOR CARRYING CONCENTRATED I�1I1 y$ DOCUMENT PROVISIONS V LOADS DURING &AFTER CONSTRUCTION. INDEPENDENTLY H.THE WALLS AND FOUNDATION SYSTEM. LOADS FROM STORAGE AND HANDLING OF CONSTRUCTION MATERIALS OR FROM OPERATION -A SEE CIVIL/ARCH. PLANS FOR EXTERIOR FLATWORK INFO. 3)SINGLE PASS FILLET X AWS D1.1 ❑ ■ .)GROUTING of OF CONSTRUCTION EQUIPMENT.THE CONTRACTOR SHALL PROVIDE ALL SCAFFOLDING, EXISTING CONSTRICTION NOTES: WEEPS>5/1 s" )PRESTRESSING X ART 3.6C BRACING,AND SHORING SYSTEMS AS REQUIRED FOR INSTALLATION,STABILITY,AND SAFETY Q 14.THE DIRECTLY TO ENGINEER SHALL SUBMIT R WRITTEN STATEMENT WITH A BONDED TENDONS ❑ ■ OF NEW WORK AND PROVIDE PROTECTION AS REQUIRED FOR THE SAFETY OF PEDESTRIANS LLJ 12. WORK SHOWN IS NEW UNLESS INDICATED AS EXISTING. COPY DIRECTLY TO THE STRUCTURAL ENGINEER AT THE COMPLETION OF THE q)SINGLE PASS FILLET 13. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING JOB CONDITIONS, PART OF THE PROJECT SUMMARIZING THE TEST RESULTS/ITEMS WELDS<5/16" X AWS D1.1 ❑ ■ 5.PREPARATION OF ANY AND JOB SITE PERSONNEL. O ALL TIMES,THE CONTRACTOR SHALL BE SOLELY AND R Q REVIEW ALL DRAWINGS AND VERIFY DIMENSIONS, ELEVATION, AND MEMBER MONITORED WITH THE SPECIFIC REQUIREMENTS. REQUIRED GROUT COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE INCLUDING SAFETY IU1� SIZES PRIOR TO CONSTRUCTION OR MATERIAL PURCHASE. THE CONTRACTOR s FLOOR AND ROOF DECK SPECIMENS,MORTAR X ART 1.4 ❑ ■ OF PERSONS AND PROPERTY.AND EXISTING CONSTRUCTION AND MATERIALS FROM ADVERSE Z NOTE: ) SPECIMENS AND/OR CONDITIONS AND THE CONTRACTOR SHALL PROJECT NEW DAMAGE. O Ul SHALL NOTIFY THE ENGINEER OF RECORD IN WRITING OF ALL WELDS X AWS 01.3 ❑ ■ PRISMS SHALL BE -J DISCREPANCIES AND EXCEPTIONS BEFORE PROCEEDING WITH THE WORK. o.IF NO SOILS REPORT HAS BEEN PROVIDED BY THE OWNER OR TENNANT OBSERVED 343T IS THE RESPONSIBILITY OF THE CONTRACTOR,ARCHITECT,MECHANICAL ENGINEER,AND ---I AUT14.THE REMOVAL, CUTTING DRILLING, ETC. OF EXISTING CONSTRUCTION SHALL THEHORIZING THE CURRENT CONSTRUCTION OWNER OR TENNANT AUTHORIZING THE CURRENT INDICATED CONSTRUO ION BY b)REINFORCING STEEL: 6.COMPLIANCE WITH OTHERS DESIGNERS OF THE BUILDINGS HEATING COOLING,&V NOT BE EX SYSTEM TO Q ', w ENSURE THAT THE STRUCTURE DETAILS IN THESE PLANS WILL NOT BE EXPOSED TO BE PERFORMED WITH GREAT CARE IN ORDER NOT TO JEOPARDIZE THE PROCEEDING WITH CONSTRUCTION, R PROCEEDING AT THEIR OWN RISK PROVISIONS INSPECTION Q Z 0 STRUCTURAL INTEGRITY OF THE BUILDING STRUCTURAL SYSTEM. IF AND THIS ENGINEER ASSUMES NO RESPONSIBILITY FOR THE POSSIBLE t)VERIFICATION OF AWS Di 4 PROVISIONS OF THE ART 1.5 HARMFUL(TO THE STRUCTURE AND/OR ITS OCCUPANTS)ACCUMULATION OF MOISTURE MOVEMENT OF THE SOILS SUPPORTING THE BUILDING FOUNDATION. IF NO WELDABILITY OF CONSTRUCTION X ❑ ■ &OTHER HARMFUL SUBSTANCES THAT COULD LEAD TO HARMFUL/DESTRUCTIVE MOLD, a Q 'D FEATURES STRUCTURAL NOMEMBERS INDICATEDRFOR MECHANICAL, REMOVAL ELECTRICAL, WIDTH THE ARCHITECTURAL NEW WORK, R INF RHIAN STEEL A 706. X ACI 31sa.5.z ❑ ■ naRRoveD SUBMITTUMENTS AND ALS MILDEW,CORROSION,ETC. BUILD UP ON STRUCTURAL MEMBERS. Q z SOILS REPORT HAS BEEN PROVIDED IGNORE THE SOILS REPORT THE ENGINEER RECORD SHALL BE IMMEDIATELY NOTIFIED AND PRIOR REFERENCE IN NOTES 3,6,8,10& 11. SHALL BE VERIFIED 35.IN THESE PLANS THERE IS NO DISTINCTION BETWEEN POSTS&COLUMNS BASED ON O 2 N WRITTEN APPROVAL SHALL BE OBTAINED BEFORE REMOVAL OR MODIFICATION b.THE BUILDING CODE REQUIRES THAT A SOILS REPORT BE PROVIDED FOR 2)REINFORCIrvc OSHA DEFINITIONS.THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE O N OF MEMBERS. ALL PROJECTS IN SEISMIC DESIGN CATAGORIES C-F. BY PROCEEDING STEEL-RESISTING YES NO N/A CLASSIFICATION OF EACH "VERTICAL"MEMBER AND FOLLOWING THE REQUIRED OSHA _ n LL� 9 WITH CONSTRUCTION THE OWNER OR TENANT AUTHORIZING THE CURRENT FLEXURAL AND AXIAL E)WOOD CONSTRUCTION PER IBC 1705.10.1................. ... ....❑ ■ ❑ ERECTION GUIDELINES.SEE NOTE 13 ON ADDITIONAL SAFETY NOTES FOR MORE INFO. V 15.THE CONTRACTOR SHALL PROMPTLY REPAIR DAMAGE TO EXISTING FRAMING CONSTRUCTION MUST OBTAIN WRITTEN PERMISSION FROM THE GOVERNING FORCES IN INTERMEDIATE Z CAUSED DURING CONSTRUCTION WITH SIMILAR MATERIALS AND WORKMANSHIP. BUILDING DEPARTMENT TO PROCEED W/CONSTRUCTION W/O A SOILS AND SPECIAL MOMENT X AWS 318:3.5.2 ❑ ■ o)ASCERTAIN DIAPHRAGIT,INSPECT TH GRADE ANDTHICKNESS PANEL SHEATHING TO APPROVED 36 STRUCTURAL OFDSPECIFIC D NDETAILS MOST CASES,DRAWINGS INDICATE N I ATE THE INTENT VERY THE Q LLJ OF Q FRAMES,AND BOUNDARY CONTACT THE ENGINEER OF RECORD TO VERIFY THE PROPOSED REPAIR REPORT&TO USE THE BUILDING CODE TABLE 1804.2 FOR SOIL DESIGNy- = SOLUTION. VALUES. REINFORCED OF BUILDING PLANS AND VERIFY THE NOMINAL SIZE OF FRAMING MEMBERS AT SIMILAR TO OTHER DETAILS.TYPICAL CONDITIONS NOT NECESSARILY NOTED AS (Y Z P 16.THE CONTRACTOR MUST NOTIFY THE ENGINEER PRIOR TO BEGINNING SHEAR WALLS AND SHEAR ADJOINTING PANEL EDGES,THE NAIL OR STAPLE DIAMETER AND LENGTH,THE TYPICAL SHALL BE CONSIDERED AS TYPICAL FOR OTHER CONDITIONS. O O d Q FOUNDATION NOTES REINFORCEMENT. NUMBER OF FASTENER LINES AND THAT THE SPACING BETWEEN FASTENERS IN 37.DUTY OF COOPERATION: ISSUANCE OF THESE STRUCTURAL DOCUMENTS (DRAWING Q CONSTRUCTION OR FABRICATION REGARDING ANY EXISTING MECHANICAL UNITS LL Q N EACH LINE AND AT EDGE MARGINS AGREES WITH THE APPROVED BUILDING PLANS. AND SPECIFICATIONS) CONTEMPLATES FURTHER COOPERATION AMONG ALL PARTIES OR OTHER HEAVY ITEMS BUT LBS) ON EXISTING ROOF/FLOOR FRAMING NO 3)SHEAR REINFORCEMENT X AWS D83 ❑ ■ INVOLVED. DESIGN AND CONSTRUCTION ARE COMPLEX,AND ALTHOUGH THE DESIGN SHOWN IN THESE PLANS BUT LOCATED ON STRUCTURAL MEMBERS THAT ARE CN006-2012 IBC ACI 318 F)EXPANSION/ADHESIVE ANCHORS IN CONCRETE OR MASONRY................■ ❑ ❑ SERVICES HAVE BEEN PERFORMED WITH DUE CARE AND DILIGENCE, PERFECTION BEING MODIFIED OR RECEIVING NEW LOADS FROM THESE PLANS. a)OTHER REINFORCEMENT AWS D1.a (IF THEY ARE REQUIRED BY THESE PLANS OR REQUIRED DURING CONSTRUCTION) CANNOT BE GUARANTEED. COMMUNICATION IS NECESSARY AND ANY STRUCTURAL 0) DEMOLITION SHORING NOTES: X ACI 318:3.5.2 El ■ DISCREPANCY SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER WHOSE 0 C 5.APPROVED FABRICATORS:(MUST SUBMIT CERTIFICATE OF COMPLIANCE TO 0 17. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS AND METHODS 6.INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE THE BUILDING OFFICAL PER IBC 1704.2.5.2 INTERPRETATION SHALL BE FINAL DISCREPANCIES NOT BROUGHT TO THE 3 OF ALL DEMOLITION WORK AND FOR PROVIDING ALL NECESSARY TEMPORARY WITH APPROVED CONSTRUCTION DOCUMENTS: FOR ALL OFFSITE FABRICATION SUCH AS STRUCTURAL STEEL, ENGINEER'S ATTENTION DURING THE BIDDING OF THE PROJECT WILL BE DEEMED 0 O SHORING, BRACING AND PROTECTION AS NECESSARY FOR SAFETY, STABILITY YES NO N/A GLU-LAMS,PRECAST CONCRETE, ETC..........................................■ ❑ ❑ TO HAVE BEEN BID IN THE MORE COSTLY MANNER. 0- v AND PROTECTION OF ALL EXISTING ELEMENTS AND STRUCTURE TO REMAIN. a)DETAILS SUCH AS BRACING 4 GENERAL NOTES . ❑ ❑ ■ 6• STRUCTURAL OBSERVATION REQUIRED .. .. .. El11■ grvD STIFFENING TEMPORARY SHORING AND BRACING SHALL BE ADEQUATE TO RESIST ALL WHEN REQUIRED BY THIS ENGINEER OR THE BUILDING OFFICAL,THE OWNER APPLIED LOADS INCLUDING DEAD LOAD, LIVE LOADS, SNOW LOADS AND SHALL EMPLOY THE ENGINEER OF RECORD (EOR) BRAD YOUNG AND ASSOCIATES, CONSTRUCTION LOADS, TO PROVIDE STABILITY, AND TO PROVIDE FOR b)MEMBER LOCATIONS. ❑ ❑ ■ INC. TO PERFORM STRUCTURAL OBSERVATION AS DEFINED IN IBC 1704.5,AND GN001 sheet RESISTANCE TO WIND AND SEISMIC FORCES UNTIL ANY REQUIRED AT THE INSTANCES LISTED BELOW (a). PLEASE PROVIDE 2 WEEKS NOTICE IN MODIFICATIONS TO THE STRUCTURE ARE COMPLETED. c)D oN of JOINT WRITING PRIOR TO NEEDING ALL INSPECTIONS. DETAILSAT 11 ❑ ■ 10 MISCELLANEOUS GN008 CONNECTION�CH 0) S1.1 5 SPECIAL INSPECTION NOTES GN012-2012 IBC 01 1. ALL CONCRETE MATERIAL AND WORKMANSHIP SHALL CONFORM AT ACI 318-11 CONCRETE SUB AND TO ALL REQUIREMENTS OF ACI 301-10,SPECIFICATIONS FOR STRUCTURAL DETAILING HOOK DETAILING 1. REINFORCEMENT,SHALL BE DEFORMED REINFORCEMENT, EXCEPT THAT PLAIN 1. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO CHAPTER 19 OF CONCRETE FOR BUILDINGS,EXCEPT AS MODIFIED BY THE SUPPLEMENT SEE FOUNDATION REINFORCEMENT MAY BE USED FOR SPIRALS. THE 2012 INTERNATIONAL BUILDING CODE TO ALL REQUIREMENTS OF ACI 318-11, REQUIREMENTS BELOW. DIMENSION A OR G DIMENSION PUN FOR REINF. 400 LAP SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, EXCEPT AS MODIFIED NOTE: -_-_-_, (TYP-) 2. REINFORCEMENT SHALL CONFORM TO ASTM A 615, REINFORCING BARS 2. SEE CONCRETE NOTES ON SHEET S1.2 FOR ADDITIONAL INFORMATION. REINFORCING IS ONLY REQUIRED ' � (2)/5 BOTT. FOR CONCRETE. BY THE SUPPLEMENT REQUIRED BELOW. V U 3. IF MOISTURE BARRIER IS REQUIRED BY SOILS ENGINEER OR ARCHITECT,PROVIDE TERMINATE REINFORCING IF THERE IS REINFORCING Db D D BAR DIAMETER Ob ¢ D` _ BARS OVER PIPE 40P_7 2. MIX DESIGN REQUIREMENTS: Z �i �IN THE SLAB b= u�i (IYP.) 3. REINFORCING BARS SHALL HAVE THE FOLLOWING SPECIFIED YIELD STRENGTHS: 4. 2"MINIMUM COMPACTABLE GRANULAR FILL OVER BARRIER UNLESS OTHERWISE WITH IN 12" D = FINISHED INSIDE BEND DNA. O a) CONCRETE MIX SHALL BE PLACED WITH THE FOLLOWING CEMENT H NOTED IN SOIL REPORT. OF CONTROL JOINT ¢ a NO. 3 AND SMALLER - 40.000 PSI GRADE 40 TYPES. MAXIMUM WATER CEMENT RATIOS, COMPRESSIVE STRENGTHS 4. MIX DESIGN REQUIREMENTS: SAW-CUT CONTROL JOINT. 1 " � D = 6Db FOR #3 THROUGH #8 b NO. 4 AND LARGER - 60.000 PSI GRADE 60 / H CG 1/8" (Cc), AND MAXIMUM SIZE AGGREGATE. SULFATE EXPOSURE SHALL BE W W a)THE CONCRETE SUPPLIER MUST BEAR THE TOTAL RESPONSIBILITY THAT FILL JOINT W/ELASTOMERIC D = BID FOR #9, #10, AND #11 r= NOTE:A706 GRADE 60 MAY BE SUBSTITUTED FOR a)& b) REINFORCING. OBTAINED DIRECTLY BY THE CONTRACTOR FROM THE PROJECT'S MIX DESIGNS WILL ATTAIN THE REQUIRED STRENGTH AND ACCEPTABLE FILLER. 1�[-(�` -�(a` a SOILS ENGINEER AT THE TIME OF THE BUILDING PADS 1- THE w a D = 1ODb FOR #14 AND #18 4. WELDED SMOOTH WIRE FABRIC FOR CONCRETE REINFORCEMENT SHALL 4i SHRINKAGE CHARACTERISTICS.ACCEPTANCE OF MIX DESIGN BY THE ENGINEER v W CONFORM TO ASTM 185. GRADE 65 FOR PLAIN WIRE AND ASTM A497 GRADE CONSTRUCTION �i WILL BE BASED ONLY ON CONFORMANCE of SPECIFIED DESIGN STRENGTH, F" m DIMENSION OF STANDARD 180-DEG DIMENSION OF STANDARD 90-DEG 75 FOR DEFORMED WIRE ALL LAPS TO BE AT LEAST TWO CROSS WIRES. DESIGN SLUMP,AND AGGREGATE SIZE. SLAB-SEE FOUNDATION BAR HOOKS,ALL GRADES HOOKS,ALL GRADES f'c (PSI) MIN 0 28 DAYS U.N.O. 0 PLAN FOR MORE INFO. 5. ALL WELDED REBAR SHALL BE ASTM A706. U.N.O. MAXIMUM b)SEE TABLE UNDER CONCRETE NOTES ON THIS SHEET FOR CONCRETE SIZE A OR G J D A OR G D - - SULFATE CEMENT WATER/ WALLS PLYWOOD STRENGTH REQUIREMENTS. 3 I' PREHEAT THE REBAR IF REQUIRED BY AWS U) EXPOSURE TYPE CEMENT S.O.G FOUND. COLUMN ABV GRD TOPPING �r r6 5. HOT WEATHER CONCRENNG:COMPLY WITH THE RECOMMENDATIONS OF "W #3 5" 3" 2 1/4" 6" 2 1/4" (BASED ON THE CARBON CONTENT OF THE REBAR) BEAMS FLOOR DECK SLAB y rn SECTION 7.6 ACI 301 REGARDING PLACING OF CONCRETE DURING HOT WEATHER. W in 12"MAX'TYP. 5/8"SMOOTH ROD x 16"LONG W/SAW CUT #4 6" 4" 3" 8" 3" 1'CLEAR BETWEEN BO FOOTING 6. AT THE TIME CONCRETE IS PLACED, REINFORCEMENT SHALL BE FREE FROM NEGLIGIBLE II 0.45 3000 3000 N/A N/A N/A Q a)WHEN AIR TEMPERATURE IS ABOVE 80'F,THE GUIDELINES FOR PROTECTING PIPE AND SLEEVE MUD,OIL OR OTHER NONMETALLIC COATING THAT DECREASE BOND. EPDXY 0 150 PPM �l 3°MIN.TYP. ENDS FULLY GREASED 0 24°O.C.IN PRE- (- ) X THE CONCRETE FROM PLASTIC SHRINKAGE CRACKING AND CRAZE CRACKING, ( NS 7" 5" 3 3/4" 10" 3 3/4" (TYPICAL) COATING OF BARS IN ACCORDANCE WITH ACI 318-11 SECTION 7.4 SHALL BE MANUFACTURED DOWEL BASKET ASSEMBLY.SEE m d BY PROVIDING A TEMPERATURE CONTROLLED MIX AND PROTECTING THE FOR STEPPED ro071NG PERMITTED. MODERATE I\E rn w SLAB CONTROL JOINT-OPTION 1 NOTE ABOVE FOR ADDITIONAL INFORMATION #6 $" 6" 4 1/2" 1'-0" 4 1/2" SEE FOUNDATION PLAN _ �I CONCRETE SURFACE FROM RAPID WATER EVAPORATION AS DESCRIBED SEE STANDARD DETAIL IN ACI 305R,SHALL APPLY. RECOMMENDED METHOD ONLY IN SLABS W/REINFORCING 84R5 FOR REINF.,(REINF.TO 7. REINFORCEMENT, PRESTRESSING TENDONS AND DUCTS SHALL BE ACCURATELY #7 10" 7" 5 1/4" 1'-2" 5 1/4" MATCH BOTTOM FIG. PLACED AND ADEQUATELY SUPPORTED BEFORE CONCRETE IS PLACED,AND Z w z b)WHEN THE RATE OF EVAPORATION EXCEEDS 0.2 POUNDS PER SQUARE SAW-CUT CONTROL JOINT. REINF.) D C4 M INCH PER HOUR,THE CONTRACTOR SHALL TAKE THE NECESSARY 1 8" FILL JOINT W/ELASTOMERIC #8 11" 8' 6" V-4" 6" SHALL BE SECURED AGAINST DISPLACEMENT WITHIN TOLERANCES. 1 -1 4 0 N PRECAUTIONS AGAINST PLASTIC SHRINKAGE CRACKING AS DESCRIBED FILLER. G (•" r w m IN ACI 305R. v o #9 1'-3" 11 3/4" 9 1/2" 1'-7" 9 ,/2" PIPE PENETRATION AT FOOTING 8 MEMBERS, WALLS ANDdC COMPRESSION MEMBERS S ALL IN AS FLEXURAL OVER l0000 ppM V+ (J vxv1a� SLAB-SEE FOUNDATION #10 V-5" 1' 1 1/4" 10 3/4" V-10" 10 3/4" 5 r ¢U� NO SCALE CD001 Q .J DIFFERENCE THICKNESS PLAN FOR MORE INFO. #11 V-7" 1' 2 3/4" 12" 2'-0" 12" TOLERANCE ON TOLERANCE ON MAXIMUM SIZE AGGREGATE 1 1/2° 1 1/2" 1" 3/8 3/8 ,J vi pj OF SLAB IF APPUCABLE CONTROL d MINIMUM O j',Z JOINT #14 2'-3" 1' 9 3/4" 18 1/4" 2'-7" 18 1/4" 3" SEE REINFORCING CONCRETE COVER *SEE PANEL ELEVATIONS(WHERE APPLICABLE) FOR SPECIAL MINIMUM Pc, [-i P. CUT EVERY OTHER REINFORCING BAR(BARS #18 3'-0" 2'-4 1/2" 24" 3'-5" 24" SCHEDULE FOR SPLICE WHERE SULFATES ARE PRESENT,THE ABOVE TABLE SHALL GOVERN IF THE m N m V P. RUNNING PERPENDICULAR TO THE SAW CUT LENGTH AND INFO. d < 8" t 3/8" - 3/8" TABLE VALUES ARE HIGHER. WALLS f'c ALSO IS APPLICABLE FOR RETAINING WALLS. G CONTROL JOINT)1"E.S.OF CONTROL JOINT #3 70 #5 CONCRETE SLUMP SHALL BE DESIGNED TO 4".ALL CONCRETE WITH SLUMPS D SLAB CONTROL JOINT-OPTION 2 (2"TOTAL) ,- - SEE NOTE 10 6Db OR io ° IN EXCESS OF 5"SHALL BE REJECTED AND NOT USED. OWNER MY CHOOSE THIS D = BEND DIAMETER 2 1/2" MIN. EXTEND REINFORCEMENT OF EXCEPT THAT TOLERANCE FOR THE CLEAR DISTANCE TO FORMED SOFFITS c) THE CONCRETE SUPPLIER MUST BEAR THE TOTAL RESPONSIBILITY THAT THE OPTION OVER OPTION 1 SMALL GRADE BEAM INTO ° - * 6 TO 8 LARGER GRADE BEAM AS ° SHALL BE MINUS E T RD E M AND TOLERANCE FOR COVER SHALL NOT MIX DESIGNS WILL ATTAIN THE REQUIRED STRENGTH AND SHRINKAGE - 2"MIN. BAR LAP # # l0 4 x EXCEED MINUS ONE THIRD THE MINIMUM CONCRETE COVER REQUIRED BY THE CHARACTERISTICS.ACCEPTANCE OF MIX DESIGN WILL BE BASED ONLY ON EXISTING SEE NOTE 8 p11 12• 12Db ^ O SHOWN - q°° z m APPROVED PLANS OR SPECIFICATIONS. CONFORMANCE OF SPECIFIED DESIGN STRENGTH AND DESIGN SLUMP. SLAB OR o B HOOK ii HOOK u FOOTING(IF - - D15 14• A OR G II A OR G II in 9. TOLERANCE FOR LONGITUDINAL LOCATION OF BENDS AND ENDS OF REINFORCEMENT 3. PIPE MAY PASS THROUGH STRUCTURAL CONCRETE IN SLEEVES,BUT SHALL NOT BE APPLICABLE) MIN. LAP PER TABLE ALAI ALTERNATING TS D20 16° 6Db OR i ° - SHALL BE f2"(f51 mm) EXCEPT AT DISCONTINUOUS ENDS OF MEMBERS EMBEDDED THEREIN. SLEEVES SHALL BE WRAPPED WITH EXPANSION JOINT FILLER a° WHERE TOLERANCE SHALL BE d:1/2"(f12.7 mm). MATERIAL TO ALLOW CONCRETE TO CURE WITHOUT RESTRAINT. PIPES OR CONDUITS o *SEE REINFORCING DETAIL -�D 2 1/2 - EXCEEDING ONE-THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE IN -MIN. 10. ALL DIMENSIONS SHOWN FOR LOCATION OF REINFORCING STEEL ARE TO FACE OF FOR REBAR LAPS D A p `h STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILS SEE MECHANICAL AND/OR REBAR IS REQUIRED As z z o z z z ° °a BAR AND DENOTE CLEAR COVERAGE. UNLESS SPECIFICALLY NOTED, CONCRETE W Z o Z o Z o p ¢ ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES,ACCESSORIES, ETC. SLAB REINFORCEMENT �w G rn o - 4 q COVERAGE SHALL BE AS FOLLOWS: z-. <w <w o 4. ALL REINFORCING STEEL,WIRE MESH,ANCHOR BOLTS, HOEDOWN ANCHORS,AND CONTROL JOINT n CONTROL JOINT _ Db �- D w Db r _ CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" OTHER INSERTS SHALL BE SECURED IN POSITION AND INSPECTED BY THE BUILDING AT CORNERS �J a o D o o D b o o D I _ CONCRETE EXPOSED TO EARTH OR WEATHER: (N0. 6 THROUGH N0.18) 2" OFFICIAL PRIOR TO PLACING CONCRETE. 6. SAW CUT JOINTS IN CONCRETE SLAB AT LOCATIONS SHOWN ON FOUNDATION `„1 (NO. 5 AND SMALLER) 1 1/2" CO PLAN.SAW CUT JOINTS AS SOON AS THE SLAB WILL SUPPORT THE WEIGHT 5. LOCATION OF CONSTRUCTION OR POUR JOINTS NOT SPECIFIED IN THESE DRAWINGS OF THE SAW AND OPERATOR WITHOUT DISTURBING THE FINAL FINISH. NOTE: CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: MUST BE REVIEWED BY THE ENGINEER. a THE DISTANCE BETWEEN SAW CUT JOINTS SHALL BE 24(8'-O"MIN.)TO REINFORCING IS ONLY REQUIRED IF THERE BEAM BEAM BEAM SLABS,WALLS AND JOISTS: (NO. 14 AND N0.18) 1 1/2" 6. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS,GROOVES,ORNAMENTS, OR 30(16'-0"MAX.)TIMES THE SLAB THICKNESS,UNLESS OTHERWISE NOTED. IS REINFORCING IN THE SLAB(DOWELS CL CL CL GRADE BEAM (SEE FOUNDATION GRADE BEAM (SEE FOUNDATION O THE CONTROL JOINT SYSTEM SHOULD DIVIDE THE SLAB INTO SECTIONS OF ARE ALWAYS REQUIRED) PLAN FOR MORE INFO.) PLAN FOR MORE INFO.) (NO. 11 AND SMALLER) 3/4" ACCESSORIES REQUIRED TO BE CAST IN CONCRETE,AND FOR LOCATIONS OF FLOOR m NOT MORE THAN 250 SQUARE FEET OF SURFACE AREA,U.N.O. 90-DEG 135-DEG 135-DEG BEAMS AND COLUMNS: 1 1/2" FINISHES AND SLAB DEPRESSIONS. (SMALLER OF THE TWO GRADE BEAMS (LARGER OF THE TWO GRADE BEAMS 7. IF JOINTS NEED SUPPORT AT EDGES TO WITHSTAND THE ACTION OF SMALL 5 8"SMOOTH ROD z16" IN THE PLAN DIMENSION IN THE PLAN DIMENSION) SHELLS AND FOLDED PLATE MEMBERS: (NO. 6 THROUGH NO. _3/4" 7. HORIZONTAL CONSTRUCTION JOINTS SHALL HAVE ENTIRE SURFACE REMOVED TO HARD-WHEEL TRAFFIC.THIS ENGINEER RECOMMENDS FILLING THE JOINTS LONG 0 12°O.C..DOWELS STIRRUP HOOKS SEISMIC STIRRUP/TIE ) (N0. 5 AND SMALLER) 1/2" EXPOSED CLEAN AGGREGATE SOLIDLY EMBEDDED. WITH AN EPDXY JOINT FILLER IF SUCH USAGE IS ANTICIPATED. SHALL BE INSTALLED DI SLAB PROVIDE MAXIMUM 1E J RADIUS (TIE BENDS SIMILAR) ,�PLAN VIEW CONCRETE TILT-UP PANELS CAST AGAINST A 8. THE CONTRACTOR SHALL FURNISH AND INSTALL 1/2"PRE-MOLDED EXPANSION 8. MAXIMUM RATIO U LONG SIDE TO SHORT SIDE SHALL TE 1 ACE :1 CENTERLINE,PERPENDICULAR TOOLED EDGE WHERE JOINTS TO JOINT,CENTERED ON THE ARE TO BE FILLED,SAW CUT RIGID HORIZONTAL SURFACE, SUCH AS A JOINTS IN ALL EXTERIOR WALKS AND SLABS AS INDICATED ON DRAWINGS, BUT IN 9. PROVIDE CONSTRUCTION JOINT AT THE END OF CONCRETE PLACEMENT FOR JOINT,AND LEVEL. THE TOOLED JOINT. BAR 90" 135" 135'SEISMIC HOOK CONCRETE SLAB, EXPOSED TO THE WEATHER: (N0.8 AND SMALLER) 1 NO CASE MORE THAN 24'-0"O.C. THE DAY. SEE REINFORCING 3" SEE REINFORCING NO.9 THROUGH NO. 18 2 >, 10. PROVIDE 2-#4 X 4'-0"LONG AT 4"O.C.AT MID-DEPTH OF SLAB AT SIZE D q OR G A OR G APPROX. H SIZE D A OR G APPROX. H ( )- 9. FOUNDATION PLATES OR SILLS SHALL BE BOLTED TO THE FOUNDATION OR CORNERS OF BLOCK-OUTS AND AT RE-ENTRANT CORNERS WHERE " ° SCHEDULE FOR SPLICE CL SCHEDULE FOR SPLICE NOTES: FOUNDATION WALL WITH NOT LESS THAN 5 8 NOMINAL DIAMETER STEEL ANCHOR CONTROL JOINTS DO NOT OCCUR AND WHEN RE-ENTRANT ' #3 1 1/2" 4" 4" 2 1/2" #3 1 1/2" 5" 3 1/2" LENGTH AND INFO. LENGTH AND INFO. 1. PLACE REINF.AT MID-THICKNESS FOR SLABS ON GROUND BUT MAINTAIN BOLTS EMBEDED AT LEAST 7"INTO THE CONCRETE OR MASONRY AND SPACED NOT #4 2" 4 1/2" 4 1/2" 3" #4 2" 6 1/2" 4 1/2" -- -- ---- - CORNERS OR BLOCKOUTS EXCEED 15%OF THE PIECE OF SLAB ABOVE CLEARANCES. MORE THAN 4'APART.THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE WITH 11. SEE FOUNDATION PLAN FOR ADDITIONAL INFORMATION. WRAP W/F AM OR COAT 4 n ONE BOLT LOCATED WITHIN 12"OF EACH END OF EACH PIECE NOT CLOSER THAN 7 12. CONTRACTOR MUST FAMILIARIZE THEMSELVES WITH THE SOILS REPORT FOR TERMINATE REINFORCING W/GREASE ONE END OF #5 2 1/2" 6" 5 1/2" 3 3/4" #5 2 1/2" $" 5 1/2" O 2.THE CONTRACTOR IS RESPONSIBLE FOR ADDING ADDITIONAL CONCRETE TO BOLT DNA. FROM THE END OF EACH PIECE.A NUT AND 3x3x1 4 PLATE WASHER WITHIN 12"OF CONSTRUCTION DOWEL TO ASSURE SLIPPAGE ° q. MEET THE ABOVE CLEARANCES&ALL OTHER CLEARANCES REQUIRED BY / SUBGRAD RSUB SLAB PREPARATION AND FOLLOW ALL RECOMMENDATIONS. JOINT #6 4 1/2" 1'-O" 8" 4 1/2" #6 4 1/2" 11" 6 1/2'• SHALL BE TIGHTENED ON EACH BOLT TO THE PLATE. 13. ANY FLOOR SLAB HOLES FROM THE ATTACHMENT OF PANEL CHAMFER AND APPLY BOND BRAKER TO � THESE PLANS AND ACI.TYP. ®ALL CONCRETE. CONTACT THE ENGINEER IF o rn REVEAL STRIPES SHALL BE PROPERLY PATCHED PRIOR TO SEALING 12"MAX.TYP. JOINT PRIOR TO SECOND #7 5 1/4" 1'-2" 9" 5 1/4" #7 5 1/4"1'-0 1/2" 7 3/4" '"1 1 4 THERE ARE ANY QUESTIONS BEFORE BEGINING CONSTRUCTION&/OR 10. WATER USED IN MIXING CONCRETE SHALL BE CLEAN AND FREE FROM v FLOOR SLABS. SLAB S 3"MIN.TYP. POUR $ °- \-y �° - FABRICATION. INJURIOUS AMOUNTS OF OILS,ACIDS,ALKALIS,SALTS,ORGANIC MATERIALS O 14. BUILDING SLAB IS NOT DESIGNED TO SUPPORT CRANE LOADS,CONCRETE MIXING # 6" 1'-4" 10 1/2" 6" N$ 6" 1'-2 1/2" 9" `X Q- - OR OTHER SUBSTANCES THAT MAY BE DELETERIOUS TO CONCRETE OR - w TRUCKS,OR OTHER SPECIFIC CONSTRUCTION LOADINGS.IF SUCH LOADS OCCUR SAME SIZE REBAR AS THE LARGEST �' 11.ALL SPLICES IN CONTINUOUS REINFORCEMENT OR REINFORCING AS USED IN WALLS, REINFORCEMENT. NONPOTABLE WATER SHALL NOT BE USED IN CONCRETE. N DURING CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE TO UPGRADE _ �+ NOTE: REBAR REQUIRED IN EITHER OF THE _ FOOTINGS, ETC. SHALL BE AS SPECIFIED IN NOTE 14.VERIFY WALL BARS E THE SLAB THICKNESS AND PROVIDE ADDED REINFORCING AS REQUIRED.ANY 6"LONG KEY "N TWO FOOTINGS,SAME NUMBER OF n n q- SHALL BE SPLICED AT OR NEAR FLOOR LINES. BARS MAY BE WIRED TOGETHER AT 1. ALL REINFORCEMENT SHALL BE BENT COLD,UNLESS OTHERWISE PERMITTED BY - y__ _, 11. CONCRETE SHALL BE DEPOSITED AS NEARLY AS PRACTICABLE IN ITS FINAL POSITION DAMAGE CAUSED TO THE SLAB SHALL BE REPAIRED AT THE CONTRACTOR'S 018.O.C. 112- LIJ THE BUILDING OFFICIAL. BARS AS IN THE SMALLER FOOTING SPLICES OR LAPS EXCEPT FOR TOP REINF. OF BEAM AND SLABS,OR WHERE TO AVOID SEGREGATION DUE TO REHANDLING OR FLOWING. CONCRETE SHALL BE EXPENSE PER THE OWNERS REQUEST. _ LINED UP WITH THE BARS IN THE SPECIFICALLY DETAILED TO BE SEPARATED.ALL REINF. SPUCES OR LAP SPLICES 0SMALLER FOOTING 3" SEE REINFORCING CARRIED ON AT SUCH A RATE THAT CONCRETE IS AT ALL TIMES PLASTIC AND 15. WHERE DEPRESSIONS OCCUR IN THE SLAB BELOW THE NORMAL T.o.SLAB ELEVATION 2. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT, CL SCHEDULE FOR SPLICE SHALL BE LOCATED AS INDICATED ON THE PLANS IF SPUCE OR LAP"LOCATIONS FLOWS READILY INTO SPACES BETWEEN REINFORCEMENT CONCRETE THAT HASTO ACCOMMODATE THE REQUIREMENTS OF THE ARCHITECTS OR PLUMBING PLANS,THE - EXCEPT AS SHOWN ON THE DESIGN DRAWINGS OR PERMITTED BY THE LENGTH AND INFO. ARE NOT INDICATED ALL LAP&SPLICES SHALL BE STAGGERED 2-0 O.C. PARTIALLY HARDENED OR BEEN CONTAMINATED BY FOREIGN MATERIAL SHALL NOT SLAB SHALL BE THICKENED TO MEET THE REQUIRED SLAB THICKNESS REQUIRED ° BUILDING OFFICIAL. GRADE BEAM (SEE FOUNDATION GRADE BEAM (SEE FOUNDATION 12. CONCRETE SHALL NOT BE DROPPED THROUGH REINF. STEEL(AS IN WALL)SO AS BE DEPOSITED IN THE STRUCTURE.BY THE FOUNDATION PLAN.SEE THIS DETAL FOR OTHER REQUIREMENTS16. THE MINIMUM SLAB THICKNESS IS 4' -CONT.KLYPLAN FOR MORE INFO. PLAN FOR MORE INFO. TO CAUSE SEGREGATION OF AGGREGATES. IN SUCH CASES, HOPPERS AND VERTICAL >, 17. THE MINIMUM SLAB REINFORCEMENT FOR SLA65 UP TO 5"THICK IS 1 1/2"lbs. 3 4" 12. ADDITIVES AND ADMIXTURES TO CONCRETE SHALL NOT BE USED UNLESS APPROVEDg STANDARD HOOK DETAILS ISM HLER OF THE TWOOS�E BEAMS (ARGER OF THE TWO GRADE BEAMS CHUTES OR TRUNKS SHALL BE USED. CHUTES OR TRUNKS SHALL BE OF VARIABLE BY THE ENGINEER OF RECORD. OF FlBERMESH PER CUBIC YARD OF CONCRETE U.N.O. WALLS AND FOUNDATIONS IN THE DEPTH DIMENSION) LENGTHS SO THAT FREE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED FIVE(5) FEET AND SUFFICIENT NUMBER SHALL BE USED TO INSURE THE 13. THE EXTERIOR FLATNORK SHOULD BE POURED SEPARATELY IN ORDER TO ACT N18. THE MINIMUM SLAB REINFORCEMENT FOR SLABS 5°THICK&UP IS#4 018"O.C. OE.W.CENTERED IN THE SLAB NO SCALE CD005 aCONCRETE BEING LEVEL AT ALL TIMES. INDEPENDENTLY OF THE WALLS AND FOUNDATION SYSTEM. SEE CIVIL/ARCH. � N 319. AN IMPERVIOUS MEMBRANE(VAPOR BARRIER) SHOULD BE PLACED UNDER ALL �SECTION 13. REINFORCING RARS SHALL NOT BE RE-BENT WITHOUT APPROVAL OF ENGINEER. PLANS FOR EXTERIOR FLATWORK INFO. ooSLABS(THE ONLY EXCEPTIONS IS A SLABS WHERE MOISTURE TRANSMISSIONS CONSTRUCTION JOINT 2d1�2^ BENDS SHALL BE MADE COLD. 14. FOOTINGS SHALL BE LOCATED ON CENTER UNE OF WALL, PILASTER,OR COLUMN v a v O THROUGH THE SLAB WILL NOT DAMAGE,ALTER,OR HARM ANY PART OF THE E MIN' SPLICE AT DIFFERENT SIZE GRADE BEAMS UNLESS OTHERWISE NOTED. STRUCTURE, INTERIOR,AND OCCUPANTS).A 10 MIL. (MINM MEMBRANE SHOULD 14.BE USED THAT MEETS THE REQUIREMENTS OF ASTM E1745,THE MEMBRANE 6 TYPICAL REINFORCEMENT SPLICES & EMBEDMENT LENGTH 15. AGGREGATES SHALL CONFORM TO ASTM C33. JOINTSSHOULD BE SPLICED&TAPED TYP. 1/8"RADIUS(TYP.) APPROVED CAULKING 180' HOOK (µHIRE APPLICABLE) NO SCALE CD022 16. CONCRETE MIXES SHALL BE DESIGNED BY A TESTING LABORATORY APPROVED BY THE 20.2"OF MOIST CONCRETE SAND (ASTMC-33) MUST BE PLACED UNDER ALL AFTER CONCRETE ° REBAR EMBEDMENT EMBEDMENTSLABS BETWEEN THE BOTTOM OF SLAB&TOP OF VAPOR BARRIER OR(NEXT 1/2"PREFORMED FIBER ISINPLACE -q SIZE SPLICE LENGTH, INCHES W/ HOOK W/O HOOK ENGINEER. MIXES SHALL E OTHR MONFORMUM TO PPUCABLMENTS BUII DINIED HCODE E OREMENTS, LAYER DOWN AS REQUIRED BY THE SOILS REPORT. EXPANSION JOINT,HOLD q1/2"DOWN FROM TOP BUILDING WALL ABOVE DRAWINGS. MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL N THE ELEVATION OF COMPACTED 3 24" 9" 21"21.THE VAPOR BARRIER SHOULD REST ON 4"OF 3/4°CLEAN CRUSHED ROCK OF SLAB .- ° - # BEFORE USE. DESIGNS SHALL SHOW PROPORTIONS OF CEMENT, FINE AND COARSE R UNDISTURBEDU.N.O. (THIS RECOMMENDATION IS ONLY REQUIRED®SITES WITHOUT A SOILS VERTICAL DJACENT SOIL #4 32" 12" 27" AGGREGATES AND WATER,AND GRADATION OF COMBINED AGGREGATES. REPORT RECOMMENDATION FOR SUB SLAB PREPARATION) ° SINGLE BARS 0 SLAB ABOVE 17. PROVIDE 3/4"CHAMFER AT EXPOSED EDGES OF CONCRETE, UNLESS OTHERWISE 22.ALL REFERENCE TO FlBERMESH IN THESE PLANS REFERS TO THE PRODUCT CONCRETE SLAB 4db OR WALL 5'SLOPE #5 40" 15" 33" SHOWN. BY SI CONCRETE SYSTEMS "FlBERMESH 300"TYP. U.N.O. 1 q• 2 1/2" LOCATIONSMIN. #6 48" 18" 38" 18. SECURE REINFORCING,ANCHOR BOLTS, INSERTS, ETC. RIGIDLY IN PLACE PRIORRRMM DETAIL ADDITIONAL FOOTING DEPTH TO POURING CONCRE E. 180' HOOK MAY BE REQUIRED TO MEET I-III- _ #7 69" 21" 53"EXPANSION ISOLATION JOINT THE ADJACENT GRADE - _ Q 5'MIN. 19. SUPPORT HORIZONTAL REINFORCING ON GALVANIZED CHAIRS EXCEPT MORTAR BLOCKS ARCHITECTS, PC ° a REQUIREMENTS. CONTRACTOR - 45' MAX. 8 78" 24" 59" OR OTHER APPROVED METHOD OF SUPPORT AT FOOTINGS,AND SLABS ON GRADE. 1317 Executive BIVd,Suite 200 sEE NOTE#10 - &CIVIL ENGNEER MUST - -I # NOTE THAT BRACING AND LIFT INSERTS,AND CHAIRS AT TILT-UP PANELS, NEED Chesa eake,VA 23320 (PROVIDE WHERE - COORDINATE THE REQUIRED I�6" CLR. MIN., NOT BE GALVANIZED BUT SHALL HAVE PLASTIC TIPS. ppCONTROL JOINT #5 BARS x16°LONG 012"O.C.(0 SLABS:W/3/4" #9 88" 27" 65" (757�22-28281fax(757�22-6883 DOES NOT OCCUR) 8 CUSHION ON SIDES OF DOWELS.NOTE:THE OWNER MAY a ° ° ° ° VERTICAL DEPTH OF FOOTING IF =III III= TYP. & 12 20. REMOVE FORMS AT FOLLOWING MINIMUM TIMES AFTER POURING:AT SLAB EDGES - CLR. MAX.00 EMBED CHOOSE . USE T REBAR DOWELS z 16°LONG - ° aq - ° - BARS 0 APPLICABLE #10 98" 31" 73" 24 HOURS;AT WALLS LESS THAN 4' HIGH - 36 HOURS. MAY O.C.W/OUT THE 3/4"CUSHION.THIS OPTION -III " II U.N.O. MAY RESULT IN MORE SLAB CRACKING. q a WALL FOOTING DEPTH ASS - 21. CONSTRUCT FORMWORK TO MAINTAIN TOLERANCE AS OUTLINED IN ACI 347. CONTROL J TNT ) • °q- REQUIRED B`I THE PLANS #11 108" 35" 81"LOCATIONS - MWORK SHALL BE REUSED IN ACCORDANCE WITH ACI 347. CONTROL JOINT -4 (THE FOOTING DEPTH �I III=1 I I SPLICEU.N.O. NEW CONCRETE MUST BE AT LEAST AS WW LENGTH EMBEDMENT 22. TRENCHING OF GRADE BEAMS SHALL BE EXCAVATED IN ORDER TO PROVIDE THECONTROL < a SLAB THICKNESS DEEP AS REQUIRED BY LENGTH INTO BEAM CROSS SECTION INDICATED. BEAM AND SLAB DEPTHS AND WIDTHS ASJOINTS DOUBLE THE PROJECT SOILS CONCRETE INDICATED ARE MINUMUM ACCEPTABLE SIZES. LARGER SIZE BEAMS AND SLABS4"MIN. , 4"MIN. REPORT CONTACT THE FOOTING WIDTH AS REQUIRED FORMED BY LESS ACCURATE TRENCHING MAY REQUIRE ADDITIONAL REINFORCING ISOLATION JOINT NOTE: ENGINEER IF THERE ARE BY THE PLANS NOT SHOWN WHICH SHALL BE DETERMINED BY THE ENGINEER DURING USE SIMPSON THIS DETAIL DOES NOT APPLY TO PAD FOOTINGS PROVIDE BOND ANY DISCREPANCIES w ( SET-XP EPDXY 12" REBAR TO BE STANDARD CONSTRUCTION REVIEW.ALL LOOSE DIRT FROM SIDES AND BOTTOMS N TRENCHES T9aoS ♦�'�� n DETAIL BREAKER) NOTE: SPLICED HOOK SHALL BE REMOVED. HAUCHES SHALL BE CUT ON EACH SIED OF TRENCHS OF 7eo�tiz EXISTING CONCRETE NEW CONCRETE ADEQUATE SIZE TO MAINTAIN THE VERTICAL SIDES OF THE TRENCH. TONAL 6N TERMINATION OF CONCRETE THIS DETAIL ADDRESSES ADJACENT GRADE LOCATIONS R NE INFO. . SHE THINNER SLAB SIDE THICKER SLAB SIDE 10 FOUNDATION. SEE THE FOUNDATION & CIVIL PLANS FOR MORE INFO.ALSO 1 BAR DIAMETER CONCRETE SURFACE OR 23. WHERE HILT] EPDXIES ARE SPECIFIED IN THESE PLANS THE CONTRACTOR 3/4"SQ.CUSHION DOWELS zt 6°LONG SEE "FOUNDATION NOTES"DETAIL FOR MORE INFO. MAX JOINT IN CONCRETE MAY SUBSTITUTE AN APPROVED EQUAL(ie SIMPSON STRONG TIE, ETC.) EXPIRES 1I-7-2015 \a, 012"O.C.CUSHIONING TO OCCUR AT SIDES JOINING(E)CONCRETE W/(N)CONCRETE °"'/"'"'-'- coot, CONCRETE NOTES It� OF DOWELS ONLY NOTE:THE OWNER MAY IF APPLICABLE) 7 ADJACENT GRADES TO FTG 15.ALL REINFORCING SHALL BE DETAILED, FABRICATED AND PLACED, IN 1 CHOOSE TO USE#5 REBAR DOWELS x A. LONG 012"O.C.OR 3/4"0 x 16"LONG NO SCALE CDO30 ACCORDANCE WITH THE LATEST ACI DETAILING MANUAL CN001-2012 IBC SMOOTH DOWELS 012"O.C.THIS OPTION NORMAL FINISHED ELEVATION OF 0 OL JOINT MAY RESULT IN MORE SLAB CRACKING. BUILDING SLAB TH NIECES DEPRESSED SLAB 16 ACCESSORIES ICIAND SHALLNG HALL BE SUPPORTED SEC RRE Y WIRED FORMS, SPACED N ACCORDANCE RDANCEA WITH PIPES IS ARETED A THINNER THICKER ° d-(SEE ARCH'L PLANS N THE LATEST EDITION OF THE CRSI "MANUAL OF STANDARD PRACTICE" IN THI_\�AREA SLAB SEE FOUNDATION FOR FOR DEPRESSION DEPTH THICKNESS SLAB THICKNESS NORMAL BOT.OF FIG. \\\ _ ° SLAB ) /� N N THICKNESS 2 z d .° SEE FOUNDATION FOR _< REINFORCING"G �P a SLAB THICKNESS V ^J� d UNLESS°NOT NOTED CN002-2012 IBC 1°CLEAR BETWEEN a_ III 18°MIN. /\///•T \ PIPE AND SLEEVE. \%\\ a OTHERWISE 32 DNA's 32 DIA's , (TYP.) III � (4"MIN.) d d (4°MIN.) "'� CONCRETE FILL TO BE ;Y�\ cz d+4" d+4" 2- 5 32 DNA's 16 DNA's a PLACED BEFORE BE y\ nI�T�� TYPICAL IS POURED-MAKE JOINING OF SLABS OF DIFFERENT THICKNESSES �I SLAB DEPRESSIONS SAME WIDTH AS FOOTING AND FULL WIDTH OF III L..Its (1) #4x48"LONG PIPE TRENCH.(TYP.) 1 Q (IF APPLICABLE) (IF APPLICABLE-SEE ARCH'L.PLANS FOR LOCATIONS,DEPTH,&DIMENSIONS) _ LLI 11 TYPICAL SLAB ON GRADE NG UNDER TYP AT CORNERS o FOOTING NG 36'ORPIPES ILESS BELOW PIPES N BACKFILLED TRENCHES Q NO SCALE coo08-2012 IBC M �1NORMAL BOTTOM OF FOOTING, , B PARALLEL TO FOOTINGS NOTE: � J SEE"TYPICAL REINFORCEMENT AT PANEL OPENINGS (AND KNOCKOUTS)" FOR .. Q TYPICAL CONCRETE WALL PANEL REINFORCING. " 2 NOTE: Z A DOUBLE CURTAIN 1 ISEE TYPICAL FOOT NO DETAILEPPED O Z m FOR REINFORCING. Q Z Q 8 OPENING IN CONC FLOOR SLAB OR WALL 32 DNA's 32 CIA'S 6 DNA's NO SCALE CIO(. 12"MIN. o �� � m O� Zp �g Q Z FOR PIPES PASSING UNDER FOOTING OVER 36"BELOW O p o V NORMAL BOTTOM OF FOOTING,STEPPED FOOTING IS REO'D. LL Q N 2 RELATIONSHIP OF PIPES SINGLE CURTAIN TFE3wch�TO FOOTIRW NO SCALE 3 0 0 a v 4 REINFORCING LAPS AT CONC. WALL W F007M M6BECTION NO SCALE FGD006 Sheet S1.2 of 1. ALL BUTT WELDS SHALL BE COMPLETE PENETRATION WELDS. 1. UNLESS SPECIFICALLY NOTED OTHERWISE NAILING SHALL BE DONE IN ACCORDANCE FOR CONDTTIONB NOT Lll REFER TO TABLE 2304.9,1 WITH THE FOLLOWING SCHEDULE USING ONLY COMMON WIRE NAILS NAILING NOT 1. UNLESS SPECIFICALLY SHOWN OTHERWISE,BOLTS WHERE CALLED FOR ON THE , . 2. ALL WELDING OF STRUCTURAL STEEL MEMBERS SHALL BE DONE BY CURRENTLY OF THE 2012 BC DRAWINGS SHALL BE MACHINE MADE A307 TYPE. NOTED BELOW OR ON THE PLANS SHALL HAVE A MINIMUM OF 2 NAILS AT EACH CERTIFIED WELDERS AND DONE IN CONFORMANCE WITH THE A.I.S.C.AND A.W.S. 2. ALL BOLTS AND LAG SCREWS SHALL BE POODW WITH STANDARD STEEL WASHERS SPECIFICATIONS.ALL WELDING SHALL BE ACCOMPLISHED USING THE SHIELD CONTACT,8d FOR iz MATERIAL AND i6d FOR 2x MATERIAL. 15. BRIDGING TO JOIST,TOENAIL EACH END. 2-Sd UNDER HEAD AND NUTS WHICH BEPR ON WOOD ACCORDING 70 THE WASHER V METAL ARC WELDING PROCESS(SMAW WITH E7-XX ELECTRODES OF THE 2. NAILS SHALL NOT BE DRIVEN CLOSER TOGETHER THAN 1/2 THEIR LENGTH NOR 16. SOLE PLATE TO JOIST OR BLOCKING, SCHEDULE ON THIS SHEET,UNLESS SPECIFICALLY NOTED OTHERWISE Z SUBMERGED ARC WELDING PROCESS (SAW)WITH E7X-EXXX ELECTRODES OR THE CLOSER TO EDGE OF MEMBER THAN 1/4 THEIR LENGTH.HOLES SHALL BE BORED BLOCKING,FACE NAIL. . . . . . . . . . . . . . 16d 0 16"O.C. 3. BOLTS AND SCREWS SHALL BE TIGHTENED AT TIME OF ERECTION AND RE- �r FLUX-CORED ARC WELDING PROCESS(FCAW WITH E7IT-8 ELECTRODES(E70T-4 WHERE NECESSARY TO PREVENT SPLITTING.PENETRATION INTO THE PIECE 17. TOP PLATE TO STUD,END NAIL. 2-16d FOR 2x4 TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. RECEIVING THE POINT SHALL NOT BE LESS THAN 1/2 THE LENGTH OF THE NAIL. NOT REQUIRED WHERE A35 3-16d FOR 2x6 4. SILL PLATES OF INTERIOR WALLS THAT ARE COVERED WITH STRUCTURAL N ELECTRODES ALLOWED FOR SHOP WELDING ONLY) LOW HYDROGEN ELECTRODES ( PLYWOOD(SHEAR PANEL)AND EXTERIOR WALLS,SHALL BE FOUNDATION GRADE SHALL BE USED AND KEPT DRY,AND PARENT METALS SHALL BE PREHEATED IN 3. WHERE POSSIBLE NAILS DRIVEN PERPENDICULAR TO GRAIN SHALL BE USED INSTEAD ANCHORS ARE USED) 4-16d FOR 2x8 REASSURE TREATED D.F.2x OR 3x(SEE SHEARWALL SCHEDULE)THICK AND OF LU LTJ ACCORDANCE WITH AWS STANDARDS. NO WELDING PERMITTED ON MEMBERS OF TOE NAILS. 18. STUD TO SOLE PLATE . 4-8d TOENAILS SANE WIDTH AS SUDS. ALL OTHER WALLS THE SAME EXCEPT PLATES SHALL BE F LT] SUPPORTING LOADS. (USE ONE HALF OF REQUIRED TOE NAILS OR 2-16d ENDNAILS 2x THICK PRESSURE TREATED FR. PRESSURE TREATED D.F.SHALL BEAR Q 4. BUILT UP BEAMS,JOIST,AND RAFTERS: ON ONE SIDE WHERE A35 ANCHORS W/2z SILL THE AWPB QUALITY MARK AND ALL CUTS OR HOLES SHALL BE RE-TREATED PRIOR TO INSTALLATION. m 3. WHERE THE CONTRACTOR REQUESTS WELDING O BE USED IN LIEU IN BOLTED ARE USED). N m TYPICAL 12"12" 2x6. 6-Bd TOENAILS 5. NO SILL PLATE PIECE SHALL END D ON THE LENGTH OF SHEAR PANEL UNLESS V ,o CONNECTIONS SUCH WELDING SHALL BE DONE ONLY WITH THE ENGINEERS PRIOR 16d SPACED SPECIFICALLY SHOWN AND DETAILED ON THE PLANS. m APPROVAL. IS SHOWN OR 2x SILL ENDNAILS O (� W/2x SILL 6. BEARING WADS AND PARTITIONS SHALL HAVE DOUBLE TOP PLATES,PROVIDE N N 4. HOLES PUNCHED OR DRILLED IN BEAMS SHALL BE AS FOLLOWS UNLESS NOTED 10"IN DEPTH OR LESS €_ METAL FRAMING ANCHOR AT EACH SIDE OF TOP PLATE AT INTERSECTING OTHERWISE ON THE DRAWING: HOLES FOR BOLTS SHALL BE 1/16"LARGER THAN 2x8. . . . . . . . . . . . . 8-8d TOENAILS WALL PARTITIONS. N W N THE NOMINAL DIAMETER OF THE BOLT WHERE CONNECTION IS OF SHEAR TYPE,AND OR 4-16d ENDNAILS 7. PLYWOOD NOTES: Q TYPICAL 24" 24" W/2x SILL 3/16"LARGER WHERE CONNECTION IS OF BEARING TYPE ON CONCRETE OR 1/2CE BOLTS A IN HORIZONTAL PLYWOOD DIAPHRAGMS,NO PANEL LESS THAN 24'WIDE �-] N • MASONRY. SPACED AS 19. DOUBLE STUDS,FACE NAILS. 16d O 12°O.C.STAGGERED SHALL BE USED.IN VERTICAL PLYWOOD DIAPHRAGMS,NO PANEL LESS ^ SHOWN THAN 12"WIDE SHALL BE USED. IIL^A Q, 5. ALL STRUCTURAL STEEL AND MISCELLANEOUS STEEL SHALL RECEIVE ONE SHOP MORE THAN 10'IN DEPTH €_ 20. DOUBLE TOP PLATES,FACE NAILS, 16d 0 16"O.C. B.ANY PIECE OF PLYWOOD SPANNING ACROSS FEWER THAN 3 SUPPORTS SHALL COAT OF RED OXIDE OR ZINC CHROMATE OR APPROVED EQUAL BASE. BE BLOCKED ON ALL EDGES. Z 2"TYP.T.&B. 21. TOP PLATES,LAPS AT INTERSECTIONS, C.SHEAR WALL PLYWOOD SHALL BE BLOCKED ALL EDGES. ' 6. ALL STRUCTURAL& MISCELLANEOUS STEEL SHALL CONFORM TO THE FOLLOWING FACE NAILS. . . . . . . . . . . . . 2-16d STANDARDS: 5. FOR PLYWOOD SHEATHING,SEE DIAPHRAGM DETAILS AND SCHEDULES.VERTICAL 8. ANCHOR AND/OR SILL WETS BE UPSET THREADS ARE NOT PERMITTED. U w m 22. CEILING JOIST TO PLATE,TOENAIL 3-16d 9. BOLT HOLES IN WOOD SHALL BE OVERSIZED BY 1/32'.STANDARD WASHERS SHALL O PANELS OF EXTERIOR GRADE PLYWOOD NOT INCLUDED IN THE PLYWOOD SHEATHING U 0)WIDE FLANGE MEMBERS(W, S,AND HP SHAPES)ARE TO BE ASTM A992 SCHEDULE SHALL BE NAILED WITH 8d AT 6"O.C.AT PERIMETER OF PANELS AND 23. STUD TO CONTINUOUS HEADER,TOENAIL. 4-Sd BE USED UNDER ALL HEADS AND NUTS BEARING ON w00D (Fy=50ksi) IN ACCORDANCE WITH AISC. 8d AT 12"O.C.AT INTERMEDIATE BEARINGS. d' 24. CEILING JOIST,LAPS OVER PARTITIONS, 10. ALL BOLTS IN WOOD SHALL BE SPACED FOUR DIAMETERS MINIMUM AND SEVEN 0 � a U" b)CHANNELS, ANGLES, TEES, AND MISCELLANEOUS AISC STEEL SHAPES ARE (c)WHERE THE DIAPHRAGM IS CURVED"OUT OF PLANE' FACE NAILS. . . . . . . . . . . . . . . . . . . 3-16d DIAMETERS MINIMUM END DISTANCE,UNLESS OTHERWISE NOTED. TO BE ASTM A36. F=36 KSI MIN. UNO (CURVE RADIUS = 6'OR GREATER USE THREADED 11. PREDRILL HOLES WHERE WOOD TENDS TO SPLIT. Q C j 0 25. CEILING JOIST TO PARALLEL RAFTERS, F. y NAILS W/THE SAME MIN DIA. &LENGTH FACE NAILS. 3-16d 12. LUMBER SHALL BE GRADED IN ACCORDANCE WITH PNSI/AF&PA NDS-2005 E" m c)HIGH STRENGTH BOLTS:ASTM A325N 1/2"TO 1"DIAMETER CHARACTERISTICS SPECIFIED&WHEN THE CURVE CLASSIFICATION.DEFINITION AND METHODS OF GRADING FOR ALL SPECIES OF Calv) 'U E INCLUSIVE FY=92 KSI. 1 1/8"TO 1 1/2"DIAMETER INCLUSIVE RADIUS IS LESS THAN 6' (2 1/2' MIN) USE WOOD 26. 1"BRACE TO EACH STUD AND PLATE, LUMBER.SOLID SAWN LUMBER SHALL BE GRADE MARKED DOUGLAS FIR 19% FY=81 KSI SCREWS W/SIM OR GREATER DOA.AS NAIL FACE NAILS . . . . . . . . . . . . . . . 2-8d MOISTER CONTENT MAXIMUM AS FOLLOWS: 27. DOUBLE RAFTERS,FACE NAIL . 16d 0 12"O.C. '- d)ASTM A-307 BOLTS SHALL BE USED UNLESS OTHERWISE NOTED. REQUIREMENT&3"LONG MIN. a)HORIZONTAL FRAMING MEMBERS(JOIST,RAFTERS,&BEAMS):D.F.#2 U.N.O. e)STRUCTURAL PIPE SHALL CONFORM TO A.S.T.M.A-53 GRADE "B"Fy=35 KSI. MIN. 6. STUDS TO BEARINGS USE TOE NAILS EACH SIDE:2x4-(2)10d,2x6-(3) 10d, 28. BUILT UP STUDS. 16d O 24°O.C. b)VERTICAL FRAMING MEMBERS(POST,4x AND LARGER):D.F.#1(SUDS 2x . 2x8-(4)10d.STUDS OVER 14'-0"HIGH AT EXTERIOR WALLS,PROVIDE A FRAMING 29. BLOCKING BETWEEN JOISTS OR RAFTERS AND 3x):D.F.12 pq f)STRUCTURAL TUBING SHALL CONFORM TO A.S.T.M.A-500 CUP ON ONE SIDE AT EACH END OF STUD IN LIEU OF TOE NAILS ON THAT SIDE. TO JOIST OR RAFTERS - GRADE"C"Fy=50 KSI. TOENAILS,EACH SIDE,EACH END. . 2-10d c)PLANKING,2"OR MORE IN DEPTH:D.F.#2 7. BLOCKING BETWEEN STUDS,EACH END: (2) 10d TOE NAILS TOP&BOTTOM. 13. STRUCTURALAND GLUED-LAMINATED TIMBER SHALL CONFORM R ANSI/N A STANDARD (J)ANCHOR BOLTS: F1554 GR36 TYPICAL. TO NAILSJOIST OR RAFTER BEARINGS FA190.1ABRIC AND ASTM D3737.THE FABRICATION SHALL BE PERFORMED IN OF APPROVED 8. DOUBLE TOP PLATE NAILING LEGEND: TOENAILS EACH END. 2-10d FABRICATIONS SHOP IN ACCORDANCE WITH COG 1701 DESIGN AND MANUFACTURE h)HEADED STUDS:ASTM A108.70X (A)LOWER PLATES(TO STUD): 2x4-(2) 16d,2x6-(3)16d,2x8-(4) 16d. OF STRUCTURAL GLUED-LAMINATED TIMBER.GLUED LAMINATED TIMBER SHALL (SEE NOTE N0.7 FOR STUDS OVER 14'HIGH.) 30. BLOCKING BETWEEN STUDS. 2-16d OR i)WELDING ELECTRODES: E70XX � � � � � � � � � � 2-10d TOENAILS HAVE THE FOLLOWING MATERIAL PROPERTIES:SIMPLE SPANS:COMBINATION 24F-V4 j) ALL PLATES, MISC. SHAPES, AND STRUCTURAL SHAPES (AISC, etc.) USED (6)UPPER PLATE TO LOWER PLATE,16d NAILS: 31. tz8,OR LESS,SHEATHING EACH BEARING 2-8d DF/DF,CANTILEVERED SPANS:COMBINATION 24F-v8 or/OF,FB=2400,PSI FV=165 AS PART OF A CONNECTION, DOUBLER PLATES, CONTINUITY PLATES, ETC. TYPICAL 16" i6" PSI,E=1,800,00 PSI,Fc=650 PSI,U.N.O. MATERIAL 32. BLOCKING BETWEEN JOISTS OR RAFTERS 14. PLYWOOD SHALL CONFORM TO 2013 CBC STANDARDS CONSTRUCTION AND INDUSTRIAL IN THESE PLANS SHALL BE MADE OF EQUAL MATERIAL ( TO TOP PLATE . 3-8d TOENAILS PLYWOOD(5 PLY MIN.)PLYWOOD SHALL BE MANUFACTURED USING EXTERIOR PROPERTIES, GRADE, YIELD STRENGTH, ETC.) AS THE MAIN STRUCTURAL GLUE.PLYWOOD DIAPHRAGMS AND SHEAR WALLS SHALL BE CONSTRUCTED WITH MEMEBERS BEING CONNECTED, TYP. 33. CEILING JOISTS TO TOP PLATE. . . . . . . . . . 3-8d TOENAILS PLYWOOD SHEETS NOT LESS THAN 4'BY 8'.EXCEPT AT BOUNDARIES AND CHANGES IN FRAMING WHERE MINIMUM SHEET DIMENSION SHALL BE 24"UNLESS 7. LIGHT GAUGE COLD-FORMED STRUCTURAL STEEL SHALL CONFORM TO THE (C)UPPER PLATE TO LOWER PLATE AT SPLICE: (8) 16d STAGGERED 34. JOIST TO SILL OR GIRDER,TOE NAIL . . 3-8d ALL EDGES OF THE UNDERSIZED SHEETS ARE SUPPORTED BY FRAMING MEMBERS c SPECIFICATIONS OF THE AISI -GENERAL- 07 AND AISI - NAS - 07 OR BLOCKING.FRAMING MEMBERS OR BLOCKING SHALL BE PROVIDED AT THE EDGES O 9.MULTIPLE MEMBERS(KING,TRIMMER,POSTS)STICHED NAIL TOGETHER, OF ALL SHEETS IN SHEAR WALLS.DIAPHRAGM SHEATHING NAILS OR OTHER APPROVED 8. LIGHT GAUGE STRUCTURAL STEEL SHALL BE SHAPED AS SHOWN IN THE A.I.S.I. STAGGER NAILS FOR STUD WIDTHS OVER 4": 16d 06"O.C. 35. INS*SUBFLOOR OR LESS TO EACH SHEATHING CONNECTORS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE CL DESIGN MANUAL, UNLESS SPECIFICALLY OTHERWISE CALLED FOR. 10.MULTIPLE STUDS AT CORNERS AND INTERSECTIONS(AT CONTACTS): 16d 012"O.C. JOIST,FACE NAIL 2-8d SURFACE OF THE SHEATHING.SPAN RATING MUST MEEF OF EXCEED SUPPORT .>- 2 STAPLES 1 3/4° SPACING FOR THE GIVEN APPLICATION. O 9. ALL ENDS OF EXPOSED STRUCTURAL SHAPES AND TUBE STEEL MEMBERS SHALL 11.DOUBLE JOIST UNDER PARTITIONS: 36. 2°SUBFLOOR TO JOIST OR GIRDER, 15. LUMBER SHALL NOT BE CUT OR NOTCHED UNLESS APPROVED,IN WRITING,BY N HAVE 1/4"CAP PLATE WITH WELDS GRIND SMOOTH. WWHERE HERE NOT BLOCKEDKED �,EACHL BE SAME ECK DAS(2) 16d.U BEAMS NOTE NO.5. BLIND AND FACE NAIL 2-16d THE ENGINEER OF RECORD. 10 ( ) 37. BUILT-UP HEADER,TWO PIECES 16. ENDS OF WOOD GIRDERS ENTERING MASONRY OR CONCRETE WALLS SHALL BE 10.THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL TEMPORARY SUPPORTS 12. TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF APPROXIMATELY 30'WITH THE PROVIDED WITH A 1/2°AIR SPACE ON TOPS SIDES AND ENDS. MEMBER AND STARTED APPROXIMATELY 1 3 THE LENGTH OF THE NAIL FROM WITH 1/2"SPACER 16d 016"O.C.ALONG REQUIRED FOR ERECTION. IF ERECTION BRACING IS REQUIRED IT IS TO BE THE MEMBER END / EACH END 17. THE NUMBER AND SIZE OF NAILS CONNECTING WOOD MEMBERS SHALL NOT BE PREPARED BY A LICENSED ENGINEER. 30. 38. CONTINUED HEADER,TWO PIECES 16d 016"O.C.ALONG 18 LECOW NS.N THAT SET FORTH IN UBC FOR STANDARD CONSTRUCTION. EACH END SEE SPECIFICATIONS FOR GRADE REQUIRED.EXPOSED COLUMNS SHALL BE SET 11.ALL MATERIAL AND WORKMANSHIP SHALL BE E ACCORDANCE WITH THE LATEST 39. 1"BRACE E EACH STUD AND PLUMB WITHIN 4 1/8' REVISED EDITION OF THE AISC MANUAL OF STEEL CONSTRUCTION,WHICH INCLUDES PLATE,FACE NAIL. 2-8d 19.THE CONTRACTOR SHALL USE CONVENTIONAL FRAMING TECHNIQUES WHEN FRAMING THE SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS,THE CODE OF STANDARD L 40. BUILT-UP GIRDERS AND BEAMS, THIS STRUCTURE.WHEN THE DETAILS OR PLANS DON'T SHOW OTHERWISE, PRACTICE AND THE AWS STRUCTURAL WELDING CODE. 2"LUMBER LAYERS 10d NAIL EACH LAYER AS CONTACT THE ENGINEER WITH ANY FRAMING QUESTIONS BEFORE BEGINNING 12.GROUTING OF COLUMN BASE PLATES: BASE PLATES SHALL BE DRYPACKED OR L/3 FOLLOW:32"O.C.AT TOP CONSTRUCTION. AND BOTTOM AND STAGGERED. 20.ALL METAL CONNECTORS IN THESE PLANS ARE MANUFACTURED BY SIMPSON STRONG GROUTED WITH 1 1/2"NON-SHRINK GROUT OR EQUAL. MINIMUM COMPRESSIVE TWO NAILS AT ENDS AND AT 41. ROOF RAFTERS T: RIDGE,VALLEY TIE.THE CONTRACTOR MAY USE A SIMILAR PRODUCT BY A DIFFERENT MANUFACTURE STRENGTH SHALL BE 4000 PSI AT 28 DAYS.ALL SURFACES SHALL BE PROPERLY OR HIP RAFTERS: EACH SPLICE. IF THE STRUCTURAL VALUES FOR THAT PRODUCT ARE EQUAL TO OR GREATER THAN 13. NAILS SHALL ACHIEVE THE MINIMUM PENETRATION SPECIFIED IN THE TABLE BELOW. N CLEANED OF FOREIGN MATERIAL PRIOR TO THE GROUTING OPERATION. FOR THE PRODUCT SPECIFIED.THE CONTRACTOR MUST PROVIDE DOR A GENE THAT NAILS SHALL NOT BE DRIVEN CLOSER TOGETHER THAN THE MINIMUM SPACING TOE NAIL 4-16d PROVIDES A SIDE BY SIDE COMPARISON OF THE TWO PRODUCTS FOR A GENERAL O N 13.FULL S,AND WELDED CONNECTIONS D WE)AT MOMENT FRAMES, BONGED NOR CLOSER TO THE MEMBERS END ES EDGE TITAN 1 NT THE MINIMUM SPACING. FACE NAIL .3-16d REVIEW FROM THE ENGINEER OF RECORD. c FRAMES,AND ALL FULL PENETRATIONS FIELD WELDS SHALL HAVE ULTRASONIC HOLES SHALL BE BORED WHERE NECESSARY'TO PREVENT SPLf7TING. O 42. RAFTERS TIES TO RAFTERS,FACE. 3-8d 21.ALL NEW FRAMING LUMBER SHALL HAVE MAX.MOISTURE CONTENT WHEN THE 1 'y TESTING FOR COMPLIANCE WITH AISC 13tN EDITION ULTRASONIC TESTING COMLM WIRE RAL PROPERTIES ROUGH FRAMING PACKAGE IS FINISHED ANDD BEFORE ANY ADDITIONAL INTERIOR o •g SHALL BE PERFORMED BY AN INDEPENDENT TESTING AGENCY THAT HAS 43. ALL NAILS EXPOSED TO THE WEATHER SHALL BE GALVANIZED. FRAMING BEGINS. E BEEN INSPECTED BY THE NATIONAL STANDARDS.TESTING INSPECTIONS SHALL MINIMUM 44. JOIST TO LEDGER 3-16d(ONLY 0 JOISTS W/TOTAL LENGTH OF 4'OR LESS 22.WHEN COUNTERSINKING IS REWIRED BY A DETAIL IN THESE PUNS.THE DEPTH OF PENNY WEIGHT NAIL 45. JOISTS/TRUSSES OR RAFTERS AT BEARING, BE QUALIFIED BY ASNT BUREAU OF RECOMMENDED PRACTICE SNT-TC-Al. PROVIDE PENETRATION* THE COUNTERSINK CAN ONLY BE 1/4"GREATER THAN THE THICKNESS OF THE PROPER SURFACE PREP.AND BACKUP PLATES AS REQUIRED PER AISC AND AWS. (SIZE) DIAMETER AND SPACING TOENAIL EACH SIDE. . .2-10d BOLT HEAD OR NUT&WASHER. 14.ALL EXPOSED WELDS SHALL BE FILLED AND GROUND SMOOTH WHERE METAL COULD 6d .113 1.36" 46. CEILING/ o SOFFIT JOISTS TO PERPENDICULAR 23.PROVIDE A DOUBLE ROW OF ON 70 ALL FRAMING ON IDENTIFIED STRUT MID/OR N u N > C1 m LEDGER/BEAM .3-16d OR FM HANGER 02z4 COLLECTOR LIN6(ie:IF PLYWOOD EDGES ARE ON A STRUT MID/OR � 10 COME IN CONTACT WITH THE PUBLIC. UNLESS WELDS ARE PERMITTED BY THE 8d .131 1.57" 4-16d OR FM HANGER 0 2z6 COLLECTOR UNE THERE WILL BE 4 ROWS OF BN STAGGERED IF THE STRUT v PROJECT ARCHITECT. 5-16d OR FM HANGER 0 2z8 AND/OR COLLECTOR IS AT THE EDGE OF A DIAPHRAGM OR IN THE MIDDLE OF L'T 15.NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL BE ALLOWED THRU tOd .148 1.78 6-16d OR FM HANGER 0 200 A SHEET OF PLYWOOD(NOT 0 EDGE OF PLYWOOD)THERE WILL BE 2 ROWS $ T STRUCTURAL STEEL MEMBERS. BOLT HOLES SHALL CONFORM TO AISC SPECIFICATION, 16d .162 1.94" 7-16d OR FM HANGER 0 202 ON ON STAGGERED TYP.) AND SHALL BE STANDARD HOLES UNLESS OTHERWISE NOTED. NO CUTTING e FM HANGER 0 WOOD I-JOIST 24.ALL LAG SCREWS SHALL HAVE LEAD HOLES AS FOLLOWS T 20d .192 2.30" )THE CLEARANCE HOLE FOR THE SHANK SHALL HAVE THE SAME DIAMETER -O OR BURNING OF STRUCTURAL STEEL WILL BE PERMITTED WITHOUT PRIOR CONSENT A PENETRATION INTO THE PIECE AS THE SHANK,AND THE SAME DEPTH OF PENETRATION AS THE LENGTH 0)c OF THIS ENGINEER. OF UNTHREADED SHANK. O N 3 O RECEIVING THE POINT b)THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A DIAMETER O O O L 16.HIGH STRENGTH BOLTS WHERE INDICATED IN THE PLANS OR DETAILED SHALL EQUAL TO BOX TO 75X OF THE SHANK DIAMETER IN THE WOOD AND CONFORM TO A.S.T.M.A325 OR A490,AND BE PROVIDED WITH HARDENED WASHERS 14. NAILS USED IN PRESSURE TREATED LUMBER SHALL BE HOT DIPPED GALVANIZED. A LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED v a 1D o CONFORMING TO A.S.T.M. F436. SLIP-CRITICAL TYPE BOLTS (A325-SC OR A490-SC) PORTION. THE LARGER PERCENTILE SHALL APPLY TO LAG SCREWS OF GREATER TERS. OF THE SHALL BE TWIST-OFF-TYPE TENSION-CONTROL BOLT ASSEMBLY.AT CONTRACTORS /� NAILING SCHEDULE SHALL BEDINSERRTED INH ITS LEAD HOLE BYTHREADEDO TURNING WITHGASCR WRENCH OPTION,THE COMBINATION OF HIGH STRENGTH BOLTS AND DIRECT TENSION LOAD -/ NOT BY DRIVING WITH A HAMMER.SOAP OR OTHE LUBRICANT SHALL INDICATING WASHERS CONFORMING TO ASTM F-959 ARE ACCEPTABLE SUBSTITUTIONS. L WN002-2012 IBC INSERTION ON THE LAG SCREWS OR IN THE PREVENT DAMAGE TO THE LEAD HOLES TO FACILITATE CONTACT SURFACES SHALL BE CLEAN MILL SCALE OR CLASS A QUALIFIED COATINGS. 17.ALL SHOP AND FIELD BOLTED CONNECTIONS SHALL BE IN ACCORDANCE WITH 1 GENERAL WOOD NOTES ASTM A-307 USING UNFINISHED AMERICAN STANDARD REGULAR BOLTS, UNLESS OTHERWISE NOTED. WNIOD-2012 IBC 18.WHERE STEEL MEMBERS BEAR IN CONCRETE OR MASONRY WALLS,OPENINGS SHALL BE DRY-PACKED AFTER STEEL IS IN PLACE. <2x2z3/16 W/(2) 1/2"0 z 3" SILL PLATE LAG BOLTS TO SILL PLATE,TYP.ING AND TION PLATES 48"AT 19 GIRDERS, CONNECTIONS,.PROVIDE SHOP SBRIDGINGINRESNFORCNGACANCHORAGES,ACAMBEORSJAND S EEIFR-USE 12-16d AMING DETAILS MAR. RRMM TOP PLATE SPLICESCE LOADS. INDICATE WELDING CONNECTIONS USING STANDARD AWS WELDING SYMBOLS. MUST BE CENTERED EACH SIDE OF SPUCE 3/16 HSS 3x3x3/16 STANTON BRACE 0 10'O.0 ON A STUD ( )&AT ENDS OF SILL PLATE ARCHITECTS, PC INDICATE NET WELD LENGTHS. INDICATE RECOMMENDED PROCEDURES FOR JOIST FOR ADDITIONAL SPLICE TOP OF FOOTING THAT DO NOT STOP 0 A FULL HEIGHT POST. SEATS WITH UNSUFFICENT BEARING. REQUIREMENTS IF GIVEN 1317 Executive Blvd,Suite 200 4 STEEL NOTES TOP PLATE SPLICE DOUBLE TOP PLATE (2)FOOTING BARS OR 2 Chesappeake,VA 23320 FRAMING STUDS ADDITIONAL FOOTING BARS. (757)622-28281 fax(757)622-6883 ONE EA SIDE OF TUBE SN001-2012 IBC 1{OIES: 1.HOLDOWN BOLTS SHALL NOT REPLACE SILL ANCHOR BOLTS. 2.ANCHOR BOLTS WITH UPSET THREADS SHALL NOT BE USED. 3.SILL PL.W/HOLE OR NOTCH URGER THAN THE SILL WIDTH SHALL REQUIRE EXTRA ANCHOR BOLTS, SAME AS AT END OF SILL PIECE. Q Q UNLESS LARGER SIZES ARE SHOWN,THE MINIMUM SIZE OF FILLET WELDS SHALL 4. HEADER/BEAM SIZES ARE TYR.U.N.O.OR DETAILED OTHERWISE5. SEE NAILING SCHEDULE FOR TYR.NAILING U.N.O. m4ew oe H7T,Tp2c BE SHOWN IN THE TABLE J2.4 MINIMUM WELD SIZE IS DEPENDENT UPON THE 6.A WALL STUD MUST BE PLACED UNDER ALL ROOF TRUSSES BEARING ON A WALL THAT ARE OVER 20'IN LENGTH OR IN BUILDINGS SUPPORTING SNOW LOADS(SEE DESIGN CRITERIA ON 51.1 2 THICKER OF TWO PARTS JOINED EXCEPT THAT THE WELD SIZE NEED NOT EXCEED To SEE IF SNOW LOADS ARE APPLICABLE TO THE PROJECT)TYP.UNO.SUDS MAY BE PLACED 0 12'O.C.0 CONTRACTOR OPTION. THE THICKNESS OF THE THINNER PARTS, FOR THIS EXCEPTION, PARTICULAR CARE 7.A WALL STUD MUST BE PLACED UNDER ALL FLOOR TRUSSES BEARING ON A WALL THAT ARE OVER 18' IN LENGTH OR IN BUILDINGS SUPPORTING SNOW LOADS(SEE DESIGN CRITERIA ON S1.1 p SHALL BE TAKEN TO PROVIDE SUFFICIENT PREHEAT FOR SOUNDNESS OF THE WELD. To SEE IF SNOW LOADS ARE APPUCABLE TO THE PROJECT)TYP.U.N.D. �� 19008 WELD SIZES LARGER THAN THE THINNER PART JOINED ARE PERMITTED IF REQUIRED 8.A DOUBLE WALL STUD(TRIPLE 0 4"WALLS)MUST BE PLACED UNDER ALL BEAMS&MULTIPPLE TRUSSES BEARING ON THE WALL,(TRIPLE(OUADDRUPLE 0 4"WALLS)0 MEMBERS >U1Lti'W°G\� BY CALCULATED STRENGTH.IN THE AS-WELD CONDITION,THE DISTANCE BETWEEN OVER 18'IN LENGTH OR IN BUILDINGS SUPPORTING SNOW LOADS. SEE DESIGN CRITERIA ON S1.1 TO SEE IF SNOW LOADS ARE APPLICABLE TO THE PROJECT)TYP.U.N.O. AONAT,ON THE EDGE OF THE BASE METAL AND THE TOE OF THE WELD MAY BE LESS THAN 9. GLULAM BEAMS SHOULD GET STANDARD CAMBER"UP"U.N.O. 1/16"(IN) PROVIDE THE WELD SIZE CLEARLY VERIFIABLE. 10.WHERE A DIMENSION LUMBER BEAM IS SPECIFIED THE CONTRACTOR MAY CHOOSE TO USE A GLULAM BEAM OF EQUAL OR GREATER NOMINAL WIDTH&DEPTH. EXPIRES 11-7-2015 11.ALL GLULAM BEAMS SHALL BE SUPPORTED BY A(WALL WIDTH x WALL WIDTH)POST(ie:2.6 STUD WALL-USE 6.6 DF#2 POST) TABLE J2.4 12.THE SUDS IN A MULTI STORY WALL MUST LINE UP FROM THE ROOF TO THE FOUNDATION ADD ADDITIONAL STUDS IF NECCASSARY. 13.WHEN A BUILDING SUPPORTS SNOW LOADS USE THE HEADER OR BEAM SIZE THAT CORRESPONDS TO A MEMBER TWICE THE LENGTH AS THE ACTUAL AISC MINIMUM OF FILLET WELDS SPAN(ie:A 6"WALL WITH A 6' OPENING/HEADER USE A 5 1/8"x12 GLULAM W/(2)TRIMMER STUDS(REQUIRED FOR A 12'OPENIG) 14,INTERIOR WOOD FRAMED WALLS THAT ARE NON-BEARING&NON SHEARWALLS MAY HAVE A 2x SILL PLATE W/HILTI X-DNI(.145 0)x 1"EMBED SHOT PINS 0 18'O.C.&EA END OF INDINDUM PIECES OF SILL INPLACE OF EMBEDED ANCHOR BOLTS. MATERIAL THICKNESS OF THICKER MINIMUM SIZE OF FILLET 15.THE CONTRACTOR MUST COORDINATE&IF NECESSARY DECREASE THE SILL BOLT SPACING SO THAT THE TOTAL NUMBER OF SILL BOLTS REQ'D.ARE INSTALLED IN ALL PART JOINED(IN) WELD t (IN) SHEARWALL SILL PLATES(IE:IN A 4'SHEARWALL W/SILL BOLTS SPACED 0 16"O/C&9"OFF EA.END THERE SHOULD BE 48/16+1-4 SILL BOLT ANCHORS) 16.AT FULL HEIGHT/SHEARWALLS SUPPORTING JOISTS/TRUSS SPANS GREATER THAN 30',34',&38'(COMBINDED SPANS OF 30',34',&38'EACH SIDE OF THE WALL)USE 2.DF#1 STUDS 016"O.C.,2.SELECT STRUCT STUDS 016"O.C.,&3.DF#2 STUDS 016"O.C.RESPECTIVELY,TYP.(STUDS OVER HEADERS CAN BE 2.DF#2 0 16"O.C.U.N.O.) TO 1/4 INCLUSIVE 1/8 17.ALL BEARING/SHEARWALLS MUST HAVE SHEATHING(PLYWOOD,OSB,OR GYPSUM BOARD)ON BOTH SIDES OF THE STUD WITH CODE MINIMUM ATTACHMENT OR BETTER,TYR. OVER 1/4 TO 1/2 3/16 HEADER OR BEAM SPAN DOUBLE TOP PLATE O OVER 1/2 TO 3/4 1/4 SLOPE WHERE REQ'D. UP TO 3'-0"OPENING USE 1-2x STUD 00 (USE 3z SHAPED PL. 3'-0"-8'-0"OPENING USE 2-2x SUDS W/ 1 1/2°MIN.DIM. 8'-12'OPENING USE 3-2x KING SUDS n CQ OVER 3/4 5/16 WHERE SLOPE IS REQ'D.) 11�111#k HEADER OPENING USE 3-2x KING STUDS& V (4) 16d NAILS OR BEAM REQ HEADER BRA12'CE HEADER BACK TO ROOF FRAMING. J *LEG DIMENSION OF FILLET WELDS.SINGLE- PASS WELDS MUST BE USED. EACH END OR BEAM NUMBUIREDER OF Q SPAN SIZE13 TRIMMER STUDS UP TO 4'-0" STUD W.x6 1 2z SUDS 0 16"o.c. LLJ 5 FILLET WELDS SOF KIN AST T&B 4'-0 TO 8'-0" STUD W.x8 1 (1)2x TRIMMER STUDS 0 0'-12' Q OF KING STUD& 8'-0°TO 10'-0" STUD W.xIO 2 HEADERS SNO05 HDR.FOR OPN'GS 4x OR(2-2x)012'-16'HEADERS LARGER THAN 6'-0° 10'-O"TO 14'-0" STUD W.x12 2EINFO.. USE 6z POST UNDER ALL OTHER O J I 2-0 TO 14'-0" GLULAM STUD x12 2HEADERS,U.N.O. J WASHER SCHEDU E d-0 TO 16'-0" STUD W.x13.5 20 HEATH BLOCKING Q 5 W GLULAMO SHEATHING EDGES, GREATER THAN STUD W.x(1"OF W.x6 POSTTYP.8'-0"MAX. <Z Ca BOLT STEEL PLATE M IMMO dRiRONEEL 6'-0" DEPTH PER FOOTHEN THIS DIMENSION IS GREATER THAN a iZ 43 SIZE SQUARE ROUROULAR OF HEADER SPAN) USE(4)2x SILL PLATE MEMEBERS (� Q 1/2"0 3"x 1/4" 2 1/P"1)l1bJ4x 7/64" II BOTTOM OF OPENINGS WIDER THAN 4' C) N 5/8"0 3"x 1/4" 2 3/#"5)15'18"9/64" HOLDOWN IF REQUIRED- (2)2x DFJ2 SILL PLATE.SEE STANTON BRACE2x BLOCKING WHEREANCHOR BOLT ��_ O3/4"0 3"x 5/i6° 3 x13Y10"/32"x 5/32" SEE FOUNDATION PLAN LL 5/8"0 x 7"EMBED ANCHOR BOLTSOCCURS AT SUD ENDS U.N.O. SEE NOTESSILL PLATE,SEE GENERAL WOOD 7/8"0 3 1/2"z 5/8" 3 1/P"3)/47/A6i1/64" ( ) NOTES&FOUNDATION PLANS O O 1"0 3 3/4"x 7/16" 4 x 2l'/2"11/64" 7"MIN.SILL BOLT EMBED REQUIRED NUMBER OF TRIMMER SUDS Z 1 1/8"0 4"x 7/16" 4 1/2"1)(48/A 63/16" BREAK IN SILL PLATE CANNOT BE COUNTER SUNK FOR HOEDOWNS A35,TIP. 1 1/2"0 4 1/4"x 1/2" 5 x35/0"3/16" 4" 9" 9 BOLTS.AN ADDITIONAL PIECE OF FRAMING LL Q UP, SEE NOTE 15 FOR MORE TYP. TYP. TYP. MUST BE USED AT THE FACE OF TRIMMER 4" SEE PLAN FOR SIZE& INFO ON SILL BOLTS STUD THAT CAN BE COUNTER SUNK TYP. SPACING,48°O.C.MAX. 6 SCHEDULE (ie:ADDITIONAL TRIMMER STUD OR PLYWOOD,etc.) 3 TYP. WOOD WALL FRAMING PLUS TYP. HEADER AND BEAM SIZES o 0 a v sheet S1.3 of zz y � Hw aw o � M yz m Q w IR d aw z O G auY�. � a�w m A dx FOOTING,TYP. 0 GMU WALL I/2" /-------- ————————————————————————— ------------------------------- -------------------------- -- � i II I (E)FOOTING,rrp.-- T 8 (N)5"CONCRETE RAMP O (E)WOOD WALL $ VI/#4 BARS®16"O.G.EACH WAY -LENTERED IN SLAB OVER COMPACTED SUB&RAVE y (115%RELATIVE COMPACTION) (N)OPENING � I I vaa, (F�CONCRETE DOCK I x (N)6xb DF#2 HEADER J r,` S3.1 831 C N OT G�ti I O°TG'li O°lG'�i la E tic _ F-----J LIi J i I I L L J L J �1 I a lam N t O�G I I I I I 3Vo C2S3.111%coll/pl-IN, J (I FoorlN&, L J I_ IL J J ,8 0 (E)CONCRETE E I t ° IVVV I I F I I III OOOiG�')' O O RRMM rF F O 3117 Executive Blvd,Suite 0 pOT�G,If,), L (757�22 28281 fax(757�2 VA 2320 6 833 I -------- ---------- ----------------------------------------------------------- EY E �4g9 of xi,I,�G�O W 4 ��T 39008 `ZQ'�W IL 11 NOTES' IONAL U�� I. THE CONTRACTOR MUST VERIFY ALL EXISTING STRUCTURE IN LOCATIONS THAT ARE REIN&EFFECTED EUMS 11-7-2015 BY THE TENANT IMPROVEMENT AND REPORT ANY DIFFERENCE FROM THESE PLANS TO THE EN&ENEER BEFORE CONSTRUCTION OR FABRICATION BEGINS 2.VERIFY NEW OPENING LOCATIONS W/ARCHITECTURAL PLANS 6 REPORT ANY CONFLICTS TO THE EN5INEER BEFORE CONSTRUCTION OR FABRICATION BE6EN5 3.THESE PLANS AND ANALYSIS ONLY ADDRESS THE LOCALIZED AREAS REIN&EFFECTED BY THE CURRENT REMODEL AS SHOWN IN THESE PLANS.ALL OTHER ANALY515(IF REQUIRED)ARE TO BE PERFORMED BY OTHERS. 4.SEE THE STANDARD DETAILS FOR MORE INFILL INFORMATION,TYP. O 5.THERE WAS LIMITED ACCESSIBILITY TO THIS SPACES ROOF STRUCTURE,WALL FRAMING,AND BUILDING COLUMNS DURING BYA'S SITE VISIT. 50 �^ STRUCTURE/FRAMIN&SIZES V♦ERE DETERMINED TO THE I,Vu I BEST OF OUR ABILITY FROM WHAT WAS VISIBLE. IF J THE CONTRACTOR CANNOT VERIFY BY SIZE AND DESI&NATION ALL EXI5TIN&FRAMING SPECIFICALLY IN LU LOCATIONS THAT ARE BEING EFFECTED BY THE (] TENANT IMPROVEMENT THE EN&INEER MUST BE NOTIFIED IMMEDIATELY BEFORE CONSTRUCTION OR Z FABRICATION BE&INS. Q b.DURIN&THE DEMOLITION OF ALL INTERIOR/EXTERIOR _J FRAMING(AS SHOWN ON THE DEMO PLAN)THE CONTRACTOR MUST VERIFY THAT ALL FRAMIN& < COMIN&OUT(IE:BEEN&DEMO'D)15 NOT LOAD BEARIN& Z OR IF IT IS LOAD BEARIN&SHORIN&PROVIDED BY l c r O THE CONTRACTOR MUST BE INSTALLED UNTIL Q Z Z PERMANENT STRUCTURE(AS SPECIFICALLY DETAILED IN THESE PLANS)15 COMPLETELY GONETRUGTED.THE Q a CONTRACTOR MUST CONTACT THE ENGINEER BEFORE LL CONTINUIN6 WITH CONSTRUCTION(IN THAT AREA)IF THERE ARE AREAS OF THE EXISTING STRUCTURE THAT Z APPEAR TO BE OR ARE LOAD BEARING 6I .:ALL O LU STRUCTURAL ELEMENTS SUCH AS BEAMS,WALL5, O y COLUMNS,FLOOR/ROOF FRAMING,ETC)AND ARE ON W THE DEMO PLAN TO BE REMOVED BUT ARE NOT Q c) ADDRESSED WITH ADDITIONAL FRAMING IN THE LL Q STRUCTURAL PLANS BEFORE CONTINUIN&WITH CONSTRUCTION IN THAT AREA. U C EPDXY OPTIONS: o D a v` FOR EPDXY DOWELS TO GMU OK TO USE; SIMPSON SET-XP(IAPMO ER-265,LARR 25965) HILTI HY-TO(ICG E5R-2652,IGG E5R3342, LARR 25460,LARR 2594-1) sheet FOR EPDXY DOWELS TO CONCRETE OK TO USE; SIMPSON SET-XP(ICC E5R-2508,LARR 25T44) HILTI RE 500-5D(ICC E5R-2522,LARR 25"100) ^.� HILTI HY-200(IC—ESR-518T,LARRL 25%4) FOUNDATION PLAN 1 of SCALE.I/6"=I'-0' ci c� a a Z z (N)SLAB E REINF.SEE FOUNDATION PLAN FOR MORE INFO. F W 04 DOWELS 0 12"O.G.DRILL d a W EPDXY TO(E)SLAB W/HILTI RE 500-5D EPDXY (E)SLAB 4" rn Ea. (Pa STUDS y z Ea. a W N COMPACTED 5UB&RADE a �- (COMPACT TO 95%) d'o #4 CONT. 3'GLR (E)STUDS ] '>am 1,0„ (N)2-2xb STUD5 (W 2 2 6 KIN&STUDS G E" yy 0 m W/Ibd 5TI NAILS W/16 TITGH NAILS (� A4't m 06"O.G.t 961,O.G. 061,ac 1.4 061,O.G. Q U• TO 6 b POST oz 5 H o0 m n Mum (N)L5TAI5 A35 A55 � N L5TA15 2 DETAIL SCALE: 1/2"=1'-O" (N)2X BLOCK (N)2X BLOCK - 71 (N)E Err, (N)6x6 DP#2 SEE ARGH'L.PLANS FOR RAILING INFO. b"CONCRETE SLAB W/#4 lFa bxb #2(VERIFY) BARS 0 12"0.0.E.W.CENTERED IN THE SLAB,TYP.AS SHOWN c #4 VERTICAL 8 HORIZONTAL 0 REBAR 0 12"o-CENTERED IN THE 0 WALL AND SLAB A5 SHOWN,TYP. NIN& U V RETE STEM WALL � THE PERIMETER OF USE MOST CONCRETE SAND(ASTM C-55)AS ;VAROUND RAMP LANDING,TYP. (W 6x6 DP#2 FILL(COMPACT TO-15%IF NECESSARY)DOWN )GRADE/PAVEMENT TO COMPACTED 015%)EXISTING SOIL(OPTION: USE SOLID GONGRETE IN PLACE OF THE MOIST THE CONTRACTOR MAY CONCRETE SAND),TYP. CHOOSE TO MAKE THIST.O.COMPACTED EXISTING SOLID CONCRETE 0 A55O POST (N)BGO OST 5SOIL(95%GOMPAGTIOWTHEIR OPTION. SE B (2)#4 CONT.,TYP. (E)SILL PLATE (FJ SILL PLATE o N o c 0 3 DETAIL (W 51MP50N A55 W/#6 x 1/2" WL11:2'7'*75 E SCALE: 1/2"=1'-0" SHEATHING E IOd NAILS INTO THE BLOC (E)ROOF SHEATHING CONTRACTOR MUST VERIFY THAT THE WS DONT PENETRATE THE TOP SIDE 5HEATHIN&,TYP.0 EA. a (N)CONCRETE LANDING (El LANDING TOP OF(Ty)KING STUD a a T (N)4x BLOCK Al (N)4-I6d PER BLOCK c Y ASS EA.END 5"CONCRETE SLAB W/#4 -0 a -o u BARS 0 12"o.a.E.W.CENTERED EPDXY W/51MP50N SET-XP EPDXY (N)2x BLOCK ALIGN SIMPSON LT516 IN THE SLAB,TYP.AS SHOWN W/(N)KING STUD #4 DOWELS 0 I6"O.G.DRILL AND EPDXY TO(E)CONCRETE W/51MFWN SET-XP EPDXY. 5"EMBEDMENT MIN. USE MOIST CONCRETE SAND �J (ASTM G-BB)AS FILL(COMPACT (E)FOOTING TO 95%IF NECESSARY)DOWN RRMM TO COMPACTED(95%)EXISTING SOIL(OPTION:USE SOLID DETAIL CONCRETE IN PLACE OF THE ARCHITECTS, PC MOIST CONCRETE SAND),TYP. 1317 Executive Blvd,Suite 200 SCALE: 1"=1'-0" Chesappeake,VA 23320 T.O.COMPACTED EXISTING (757)622-2828/fax(757)622-6883 501L(45%COMPACTION) 4 DETAILy�Y SCALE: 1/2"-1b" i �4 390080Y��0q� RALEN 1� r�i'AL LNG #4 Voml-5 a Ib"O.G.DRILL E EPDXY YV Exemes a-moi5 51MP50N 5ET-XP EPDXY.4"EMBEDMENT MIN. (N)SLAB PER PLAN 4„ D (E)CONC.WALL I InVn Yk Q �n0 W U�Q Z O 5 DETAIL o -A SCALE. 1"=1'-0" Q<zO Q L.L N rV z OQ O< LL rn V � O O a as sheet SW of Z Q O z 0 0 0 z O W a 0 W J Q FORMER FOOD PAVILION Cn W ARLINGTON , WASHINGTON z Zi-, W � w Q U Z W O z DEAL # 8880 a: a 0 y H O U ' 11 ABBREVIATIONS SYMBOLS KEY PLAN INDEX OF DRAWINGS ACT ACOUSTICAL CEILING TILE MAX MAXIMUM y „!m"� i,S• >. A A A A ARCHITECTURAL ADA AMERICAN DISABILITIES ACT MFG,MANUF MANUFACTURE,MANUFACTURER e AFF ABOVE FINISHED FLOOR MIN MINIMUM,MINUTE `s ARCH ARCHITECT,ARCHITECTURAL MITI) MOUNTED ELEVATION MARKER ELEVATION DATUM CS1 NOTES,LEGEND AND KEY PLAN MTL METAL D1 DEMOLITION PLAN APPROX APPROXIMATE _� Al FLOOR PLAN AND WALL CONSTRUCTION TYPES BD BOARD NIC NOT IN CONTRACT A1.1 FIXTURE/EGRESS PLAN,DETAILS AND ELEVATIONS BLDG BUILDING OC ON CENTER BREAK LINE - _ - A1.2 ENLARGED PLAN,DETAILS AND ELEVATIONS CEM CEMENT PLASTER FINISH OPP OPPOSITE 1 ENLARGED DETAIL INDICATOR -=-� Al.3 ENLARGED PLAN DETAILS,SECTION AND ELEVATIONS CLG CEILING PEJ PREFORMED EXPANSION JOINT Al A2 REFLECTED CEILING PLAN,LEGEND AND DETAILS CLR CLEAR PLAM PLASTIC LAMINATE A3 ELEVATIONS CMU CONCRETE MASONRY UNIT PLYWD PLYWOOD 11 A4 SCHEDULES,NOTES,AND WALL SECTIONS COL COLUMN PR PAIR / EXISTING DOOR DF DRINKING FOUNTAIN PSI POUNDS PER SQUARE INCH DTL DETAIL PTD PAINTED DWG DRAWING RELO RELOCATE WALL SECTION MARKER REQD REQUIRED d EA FS EXTERIOR INSULATION FINISH SYSTEM SC SOLID CORE Ai NEW DOOR /1E Rl Sf, t STRUCTURAL ELEV ELEVATION SF SQUARE FEET • `o_ EQ EQUAL SHT SHEET S1.1 STANDARD NOTES AND DETAILS m EXIST EXISTING SIM SIMILAR * S1.2 STANDARD NOTES AND DETAILS E T STRUCT STRUCTURAL � 51.3 STANDARD NOTES AND DETAILS EXTING EXTINGUISHER x x INTERIOR ELEVATION MARKER GYPSUM WALL BOARD S2.1 FOUNDATION PLAN h m FIE FIRE EXTINGUISHER T THICK,THICKNESS r n� !fir t I _ y N TG TEMPERED GLASS 53.1 FRAMING NOTES c °° FIR FIRE RATING c � o FRP FIBERG FINISHED REINFORCED PANEL THRESH THRESHOLD ® I Jr, - MECHANICAL / PLUMBING FIN FINISH,FINISHED TYP TYPICAL O WOOD TRIM UL UNDERWRITERS LABORATORIES X DEMOLITION NOTE h . m MP1 HVAC PLAN FTG FOOTING FT FOOT, ET ION UNLESS OTHERWISE NOTED Jim F'ROJECL MP2 PLUMBING PLAN AND HVAC NOTES FV FIELD VERIFY VCT VINYL COMPOSITION TILE i = NORTH MP3 MECHANICAL SPECIFICATIONS _ $ VENT WR WIDE,WIDTH 0 WALL CONSTRUCTION TYPE THROUGH GENERAL SITE " GA GAGE NEW WALL CONSTRUCTION t GWB GYPSUM WALLBOARD WD WOOD H HIGH HDW HARDWARE W/ WITH ELECTRICAL HIM HOLLOW NOTES HOLLOW METAL WWF WELDED WIRE FABRIC CMU E1 ELECTRICAL POWER PLAN HGT HEIGHT & AND ANGLE AX REVISION MARKER 1. IN ACCORDANCE WITH CHAPTER 11,ACCESSIBILITY-SECTIONS 1104 AND 1106 E2 ELECTRICAL LIGHTING PLAN E3 ELECTRICAL SCHEDULES AND RISER DIAGRAM HOL HOLLOW AT OF THE INTERNATIONAL BUILDING CODE,2012 EDITION,THE EXTERIOR E4 ELECTRICAL SPECIFICATIONS HORIZ HORIZONTALLY @ CENTER LINE ROUTES OF TRAVEL AND ACCESSIBLE PARKING ARE EXISTING PRIOR TO THE HR HOUR HVAC HEATING,VENTILATION AND AIR CONDITIONING DEGREES DOOR NUMBER CONCRETE OCCUPANCY OF THE NEW TENANT.NO CHANGE OF OCCUPANCY OR FOR REFERENCE ONLY O O EXTERIOR SITE MODIFICATION SHALL OCCUR WITHOUT PRIOR PERMITTING JT JOINT 0,DIA DIAMETER DS1 REACH-IN UNITS DETAILS AND SPECIFICATIONS # NUMBER AND COMPLIANCE TO ABOVE MENTIONED CODE.REQUIRED SITE DS2 WALK-IN DETAILS AND SPECIFICATIONS L LENGTH,LONG PLUS OR MINUS DEVELOPMENT OR COMPLIANCE TO ABOVE MENTIONED CODE SHALL BE SOLE EM-1 ENERGY MANAGEMENT PLAN RRM M LAM LAMINATE RESPONSIBILITY OF LANDLORD AND/OR OWNER OF EXISTING BUILDING AND EM-2 ENERGY MANAGEMENT PLAN LVT LUXURY VINYL TILE SITE. EM-3 ENERGY MANAGEMENT PLAN ARCHITECTS, PC EM-4 ENERGY MANAGEMENT PLAN 1317 Executive Blvd,Suite 200 GENERAL NOTES NEW WORK NOTES ENVIRONMENTAL HEALTH NOTES DOLLAR TREE "STANDARD SECURITY" Chesa2828k1ax VA(757)623320 1. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE LOCAL,STATE,AND 1. PROVIDE TENANT IDENTIFICATION SIGN AT REAR DOOR PER LANDLORD'S 13.CONTRACTOR SHALL NOTIFY CONSTRUCTION PM OF ANY NECESSARY NO SECURITY MEASURE NECESSARY NATIONAL CODES AND REGULATIONS.CONSTRUCTION SHALL ALSO CRITERIA. REPAIRS TO ROOF PRIOR TO PERFORMING ANY OR ALL WORK. 1. THIS FACILITY CARRIES ONLY 100%PRE-PACKAGED FOOD TO COMPLY WITH LANDLORD'S CRITERIA(UNLESS PRECLUDED BY CODE). 2. (4)2A-10BC RATED FIRE EXTINGUISHERS TO BE TENANT SUPPLIED.SIMILAR 14.CONTRACTOR SHALL REMOVE AND DISPOSE OF ANY AND ALL PREVIOUS INCLUDE THE FREEZERICOOLER PRODUCT. w k o 2. ALL WOOD FRAMEWORK,WOOD BLOCKING AND PLYWOOD SHALL BE FIRE TO JL INDUSTRIES MODEL COSMIC 5E.LOCATE EXTINGUISHERS AS SHOWN. TENANTS EXTERIOR SIGNAGE LEFT BEHIND.ALL EXISTING MATERIALS TO 2. THIS FACILITY IS A NON DINING FACILITY.NO DINING SEATING WILL i RETARDANT TREATED PER CODE. PROVIDE WALL BRACKETS AND MOUNT CONTROLS AT 48"AFF MAX. REMAIN WHICH ARE DAMAGED OR OTHERWISED DISTURBED BY REMOVAL BE PROVIDED TO CUSTOMERS. w 3. ALL FINISH MATERIALS SHALL MEET FLAME SPREAD AND SMOKE PROVIDE"FIRE EXTINGUISHER"SIGNS ON WALL DIRECTLY ABOVE EACH OF PREVIOUS TENANT SIGNAGE SHALL BE PATCHED OR REPAIRED AND 3. THIS FACILITY DOES NOT PERFORM ANY TYPE OF FOOD BUILDING CODE SUMMARY PROJECT DIRECTORY 3 DEVELOPMENT RATING CLASS C(OR CLASS 3). UNIT.CONTRACTOR SHALL HAVE EXTINGUISHERS INSPECTED AND PAINTED TO MATCH EXISTING ADJACENT MATERIALS SO THAT THE REPAIR PREPARATION WITHIN THE STORE FOR CUSTOMER CONSUMPTION z 4. WALL CONSTRUCTION BY THE TENANT'S CONTRACTOR IS SHOWN HATCHED. TAGGED. IS IMPERCEPTIBLE.CONTRACTORS SHALL NOT INCLUDE THIS SCOPE OF AND/OR EMPLOYEE CONSUMPTION. APPLICABLE BUILDING CODE: 2012 INTERNATIONAL BUILDING CODE ARCHITECT SIGN CONTRACTOR 5. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING 3. THE CONTRACTOR SHALL VERIFY THAT TOILET ROOM(S),INCLUDING WORK IN THEIR BID AND WILL BE HANDLED VIA CHANGE ORDER AFTER SITE 4. THIS FACILITY HAS NO FOOD EQUIPMENT WITHIN THE STORE. (WITH WA STATE AMENDEMENTS) RRMM ARCHITECTS,PC UNITED SIGNS CONDITIONS PRIOR TO BID TO DETERMINE THE EXTENT OF WORK.THE FIXTURES AND ACCESSORIES(BOTH EXISTING AND NEW)MEET ALL EVALUATION IS DONE BY WINNING BIDDER.CONTRACTOR SHALL FORWARD 5. THIS FACILITY WILL HAVE 3 TO 4 EMPLOYEES PER SHIFT MAXIMUM. 1317 EXECUTIVE BLVD,SUITE 200 5201 PENTECOST DRIVE (WIT CONTRACTOR SHALL NOTIFY THE ARCHITECT AND THE TENANT OF ANY APPLICABLE LOCAL,STATE AND FEDERAL ACCESSIBILITY CODES AND THE EVALUATION AND PRICE QUOTE TO THE CONSTRUCTION PM FOR ONE STORE MANAGER,ONE TO TWO CASHIERS AND ONE STOCKER. APPLICABLE PLUMBING CODE: UNIFORM PLUMBING CODE CHESAPEAKE,VIRGINIA 23320 MODESTO,CA 95356 DISCREPANCIES PRIOR TO BIDDING. LAWS. APPROVAL PRIOR TO PERFORMING ANY AND ALL WORK. 6. EMPLOYEE LOCKERS-EASILY CLEANABLE LOCKERS WILL BE (WITH WA STATE AMENDMENTS) PHONE(757)622-2828 PHONE(916)359-0924 6. ALL MATERIALS INDICATED ARE NEW,UNLESS SPECIFICALLY NOTED AS 4. PROVIDE EXTERIOR LIGHT ABOVE REAR DOOR,AS APPROVED BY 15.CONTRACTOR SHALL INSTALL TENANT SUPPLIED INTERIOR GRAPHICS AND PROVIDED TO ALL EMPLOYEES,REFER TO FIXTURE PLAN FOR USE GROUP: M-MERCANTILE FAX(757)622-6883 FAX(209)543-1326 EXISTING,AND SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR. LANDLORD,IF ONE DOES NOT EXIST WITHIN 10 FEET OF REAR DOOR. SIGNS TO INCLUDE BUT NOT LIMITED TO PERIMETER WALL LOCATION. SHAUN BAZE,PM APRIL DEPEW ITEMS INDICATED AS TENANT SUPPLIED SHALL BE INSTALLED BY THE 5. PAINT ALL EXPOSED SURFACE MOUNTED CONDUIT TO MATCH ADJACENT GRAPHICSISIGNAGE,HANGING GRAPHICS/SIGNAGE AND STOREFRONT 7. MOP SINK-THIS FACILITY WILL BE SUPPLIED WITH A 24"06"FLOOR CONSTRUCTION TYPE: III B CONTRACTOR PER TENANTS REQUIREMENTS ANDIOR MANUFACTURER'S WALL COLOR(IE WHITE OR YELLOW). WINDOW DECALS.CONTACT THE CONSTRUCTION PM FOR MOUNTED MOP SINK WITH APPROVED VACUUM BREAKER FAUCET. PLUMB,MECH,ELEC ENGINEER LANDLORD PUBLISHED STANDARDS. 6. CONTRACTOR SHALL CAULK AROUND TOP AND BOTTOM EDGES OF GRAPHIC/SIGNAGE DRAWINGS. WALLS SURROUNDING MOP SINK WILL HAVE FRP TO 8'-0"ABOVE NUMBER OF STORIES: ONE DUNHAM LEARNED COMMERCIAL,INC. 7. ALL EXISTING MATERIALS TO REMAIN WHICH ARE DAMAGED OR OTHERWISE COLUMN SURROUNDS TO AVOID INJURY. 16.CONTRACTOR SHALL SEAL ALL EXTERIOR PENETRATIONS INCLUDING FINISH FLOOR FOR EASY CLEANABLE SURFACE. 50 6TH STREET SOUTH,SUITE 1100 108 GILKEY RD DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE PATCHED OR 7. REPAIR AND CLEAN ALL EXISTING MATERIALS(IE STOREFRONT FRAMING CRACKS,HOLES,GAPS,AND EXISTING PENETRATIONS.CONTRACTOR 8. NSF,ANSI AND UL APPROVED-ALL EQUIPMENT WITHIN THIS BUILDING HEIGHT: IT-9" MINNEAPOLIS,MINNESOTA 55402 BURLINGTON,WA 98233 REPAIRED TO MATCH THE EXISTING ADJACENT MATERIALS,SO THAT THE AND GLAZING,WALLS,CEILING,ETC)TO REMAIN TO A LIKE NEW CONDITION. SHALL SELECT MATERIAL APPROPRIATE FOR CONDITION TO PROVIDE FACILITY IS NSF,ANSI AND UL APPROVED,CUT SHEETS FOR PHONE(612)465-7676 PHONE(360)757-3888 REPAIR IS IMPERCEPTIBLE. 8. NOTIFY DOLLAR TREE'S CONSTRUCTION PM AS TO THE CONDITION OF PERMANENT RODENT-PROOF INFILL(INSULATION SPRAY FOAM IS NOT AN EQUIPMENT AVAILABLE UPON REQUEST. SPRINKLERED: YES FAX(612)465-7551 FAX(360)757-1850 8. DURING THE COURSE OF CONSTRUCTION,IF THE CONTRACTOR UNCOVERS EXPOSED CONCRETE BLOCK WALL TO REMAIN ON THE SALES FLOOR. ACCEPTABLE FINISHED MATERIAL.) 9. FINISH SCHEDULE-A FINISH SCHEDULE IS INCLUDED IN THIS SET OF TOTAL LEASE AREA: 9,000 SF ADAM PAULSON,PM CLAY LEARNED ANY CODE VIOLATION KNOWN TO HIM OR ANY DISCREPANCY WITH THE DOLLAR TREE WILL MAKE THE DETERMINATION AS TO WHETHER THE CONSTRUCTION DOCUMENTS AND LOCATED ON SHEET A4 FOR 17.CONTRACTOR SHALL HIRE THE LANDLORD'S ROOFER TO PROVIDE ROOF STRUCTURAL ENGINEER �� DESIGN,CONTRACTOR SHALL NOTIFY THE ARCHITECT OF SUCH WALL'S CONDITION IS SUITABLE FOR PAINTING OR NEEDS TO BE FURRED YOUR USE. OCCUPANCY LOAD: SALES AREA 7,170I 30 =239 I U Ll CD PENETRATION AS A POINT OF ENTRY FOR TENANT'S SATELLITE VENDOR. BRAD YOUNG&ASSOCIATES 00 IMMEDIATELY. OUT WITH METAL STUDS AND GWB. 10.QUESTIONS-EXAMINER PLEASE FEEL FREE TO CONTACT THE STOCKROOM 1,830I300 =7 C. POINT OF ENTRY SHALL BE LOCATED OVER TENANT'S OFFICE OR AS CLOSE 345 POLLASKY AVENUE 9. CONTRACTOR SHALL ASSEMBLE AND INSTALL MATERIALS/PRODUCTS IN 9. CONTRACTOR SHALL INSTALL TENANT SUPPLIED FIXTURES TO INCLUDE ARCHITECT AND ENGINEERS LISTED ON SHEET CS1 WITH ANY AS POSSIBLE.REFER TO FLOOR PLAN AND FIXTURE PLAN FOR EXACT OFFICE TOTAL =246 CLOVIS,CA 93612 � STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS BUT NOT LIMITED TO CART CORRAL,PERIMETER WALL GONDOLA,FLOOR LOCATION PRIOR TO PENETRATING ROOF. QUESTIONS OR ITEMS YOU NEED CLARIFICATION ON.ALSO YOU CAN PHONE(559)323-9600 J AND INDUSTRIAL/ASSOCIATION STANDARDS. GONDOLA,BALLOON CENTER,HANGING BALLOON CORRALS,HELIUM TANK CONTACT KEITH JOHNSON,DIRECTOR OF ARCHITECTURAL PROJECT ADDRESS: FORMER FOOD PAVILION Ill[ w 10.FIELD VERIFY AND/OR REPORT ASBESTOS-CONTAINING MATERIAL TO CABINET(SALES FLOOR),HELIUM TANK BRACKETS(STOCKROOM,SEE 18.CONTRACTOR SHALL POST ON BULLETIN BOARD IN OFFICE FINAL SERVICES FOR DOLLAR TREE STORES,INC AT 757-321-5435. 121 E.BURKE AVE FAX(559)323-9633 �� BRAD YOUNG,ENGINEER ARCHITECT AND TENANT UPON DISCOVERY. DETAIL),GRAVITY CONVEYOR SYSTEM,AND MOBILE FIXTURES PER INSPECTIONS&CERTIFICATE OF OCCUPANCY. ARLINGTON,WA 98223 Z 11.SMOKE AND FIRE PARTITIONS SHALL BE CONSTRUCTED PER THE TENANTS FIXTURE PLAN.CALIFORNIA PROJECTS ONLY,CONTRACTOR 19.WALK-IN FREEZER COOLER UNIT IS TO BE INSTALLED PER MANUFACTURER'S TENANT O DESIGNATED UL DESIGN AND SHALL BE EXTENDED VERTICALLY TO THE SHALL STRAP ALL FIXTURES AS PER THE SEISMIC DRAWINGS PROVIDED. SPECIFICATIONS.THE UNIT IS SELF-CONTAINED AND DOES NOT REQUIRE A BUILDING DEPARTMENT PHONE NO: (360)403-3551 DOLLAR TREE STORES I C J a BOTTOM OF THE STRUCTURE ABOVE.PROVIDE FIRE STOPS AND SEAL ALL CONTACT THE CONSTRUCTION PM IF FIXTURE/SEISMIC DRAWING WAS NOT FLOOR SINK DRAIN.THE INTERIOR CEILING AND WALL FINISH ARE A NSF 12992 SE WHERE ELSE LANE V Q Z a PIPE AND CONDUIT PENETRATIONS WITH SEALANT THAT COMPLIES WITH MADE AVAILABLE TO YOU DURING YOUR BIDDING PROCESS. APPROVED GALVANIZED FINISH.THE FREEZER FLOOR IS TO HAVE AN FIRE MONITORING REQUIRED: YES-GC TO CONFIRM a CL O r MILWAUKIE,OR 97222 � w THE MINIMUM FIRE RATED REQUIREMENTS FOR THE PARTITION.DUCT 10.DOORS AND FRAMES(OTHER THAN THOSE LISTED AS EXIST)ARE TENANT ALUMINUM DIAMOND TREAD FINISH. PHONE(503)653-1788 z o PENETRATIONS SHALL BE PROTECTED WITH SMOKE AND/OR FIRE DAMPERS. SUPPLIED FOR CONTRACTOR INSTALLATION.STOREFRONT DOORS(WHEN GENERAL FIRE PROTECTION NOTE p FAX(503)653-1784 12.ALL INTERIOR CONCRETE SHALL BE PORTLAND CEMENT BASED TO INCLUDE NOTED)SHALL BE SUPPLIED AND INSTALLED BY CONTRACTOR AS JOHN FOX < z PATCHING,FLOATINGILEVELING OF FLOORS AND INFILLING. REQUIRED.AUTOMATIC DOORS(WHEN NOTED)WILL BE SUPPLIED AND CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF LANDLORD'S AND O o w 13.FIRE WALLS,FIRE BARRIERS,FIRE PARTITIONS,SMOKE BARRIERS AND INSTALLED BY TENANT'S VENDOR(CONTRACTOR IS RESPONSIBLE FOR FIRE MARSHAL'S FIRE ALARM REQUIREMENTS,SYSTEM DESIGN/BUILD, w SMOKE PARTITIONS SHALL BE PERMANENTLY IDENTIFIED WITH SIGNS OR ELECTRICAL CONNECTION.) APPROVAL BY LANDLORD AND FIRE MARSHAL AND INSTALLATION USING ai STENCILING.LETTERING SHALL BE NOT LESS THAN 1/2"IN HEIGHT LOCATED 11.CONTRACTOR SHALL REMOVE ANY EXISTING SIGNAGE THAT HAS PREVIOUS FIRE ALARMS PANELS SPECIFIED BELOW.ARRANGE FOR CONNECTION Q p o ABOVE AN ACCESSIBLE CEILING AND REPEATED IN INTERVALS NEXCEEDING 30'HORIZO TALLY ALONG THE WALL OR PART T ON.OT REQUIRED SHALLTENANTS NAMEIBE REPLACED AND/NTERIOR W LIKE DOLLAR KIND WITH DOLLA RE SEXTERIOR.)ANY SIGNAGETNAME. ONE OFF THE ALARM PANELS SECURITYIS AND MONITORING BY VECTOLISTED BELOW SOT AT VECTOR SECURITY DEFERRED SUBMITTALS O L` ` z SUGGESTED WORDING SHALL BE"FIRE AND/OR SMOKE BARRIER-PROTECT 12.CONTRACTOR SHALL VERIFY IF THERE IS AN EXISTING ACCESS PANEL TO CAN MONITOR THE SYSTEM: 1. AUTOMATIC FIRE SPRINKLER SYSTEM ALL OPENINGS" TENANTS SIGNAGE.IF ACCESS PANEL DOES NOT EXIST,INSTALL 2'-0"X 24' A.SILENT KNIGHT 5700-TO BE USED WHEN AHJ REQUIRES AN 2. FIRE ALARM(IF REQUIRED) 14.ANY DETAIL WHICH MAY BE INCOMPLETE OR LACKING IN THE PLANS OR ACCESS PANEL EITHER INSIDE AT DOLLAR TREE'S SPACE ABOVE THE ADDRESSABLE PANEL. 3 SPECIFICATIONS SHALL NOT CONSTITUTE CLAIM FOR EXTRA CEILING(VERIFY FIRE RATINGS AND CODE REQUIREMENTS)OR IN THE B. DMP XR100-TO BE USED AS A BAIFA COMBO PANEL. COMPENSATION.SUCH DETAIL,IF REQUESTED BY THE CONTRACTOR, EXTERIOR SOFFIT TO MATCH CANOPY CONSTRUCTION AS ALLOWED BY C.BOSCH D7412GV2-TO BE USED AS A BATA COMBO PANEL. SHALL BE SUPPLIED BY THE ENGINEERIARCHITECT AND SUBMITTED TO THE LANDLORD.CONFIRM WITH SIGN VENDOR FOR LOCATION PRIOR TO D.MIRTONE FS100 4RD-TO BE USED AS A STANDARD FA PANEL CONTRACTOR IN ADVANCE OF ITS REQUIREMENT ON THE JOB.THE TRUE INSTALLING. CONTACT VECTOR SECURITY AT 703-468-6100.ASK FOR THE DOLLAR sheet INTENT OF THE PLANS AND SPECIFICATIONS IS TO PRODUCE A COMPLETE TREE SUPPORT TEAM AT LEAST 7 DAYS PRIOR TO THE DATE YOU NEED WORKING FACILITY AND INCOMPLETE DETAIL WILL NOT ABROGATE THIS THE PANEL DOWNLOADED SO WE CAN ASSIGN AN ACCOUNT MANAGER. INTENT. YOU WILL NEED TO PROVIDE ZONE INFORMATION AND VERIFY CORRECT 15.THE CONTRACTOR SHALL PROVIDE ALL SHOP DRAWINGS(WITH THEIR SIGNALS ARE BEING RECEIVED PRIOR TO INSPECTIONS BY THE FIRE STAMP OF APPROVAL)AS REQUIRED BY THE AUTHORITY HAVING MARSHAL.REFER TO NOTES IN SLM FOR ADDITIONAL IMPORTANT JURISDICTION FOR APPROVAL BY THE ARCHITECT/ENGINEER OF RECORD. INFORMATION. 108'-6z' o EXIST TRASH ENCLOSURE OM II Y o 1 (V EXIST RAILING NOTE: TO REMAIN y N m ALL OTHER DEMOLITION TO BE PERFORMED BY LL PRIOR TO TURNOVER. CONTRACTOR TO VERIFY PRIOR TO BID. I I 0 RRMM ARCHITECTS, PC 1317 Executive Blvd,Suite 200 Chesappeake,VA 23320 (757)622-28281 fax(757)622-6883 ko EXIST LEAVE-OUT w O3 IIIM 2 s rn III ^ z a DEMOLITION PLAN QIR SCALE:1l8"=1'-0" U DEMOLITION NOTES O PROJECT NORTH O REMOVE PORTION OF EXTERIOR WOOD STUD WALL AS INDICATED FOR INSTALLATION OF DOOR IN NEW WORK.REFER TO STRUCTURAL DRAWINGS, OREMOVE PORTION OF EXISTING WOOD STUD KNEE WALL COMPLETE FOR INSTALLATION OF STOREFRONT DOOR IN NEW WORK. R 00 CDREMOVE EXIST STOREFRONT FRAMING AND GLAZING COMPLETE. 00 at w z O � Qz � o O z O a J � a CL' z z gp W p O OlY z 0J O ¢ o 3 sheet D1 WALL CONSTRUCTION TYPES 1 EXTERIOR DEMISING WALL:EXISTING WALL.PATCH AND REPAIR 4 TENANT DEMISING WALL:EXISTING METAL STUDS AND FIRECODE 6 PARTITION WALL:6"(20 GA)METAL STUDS @ 16"OC WITH ONE 8 PARTITION WALL:3 5/8"(20 GA)METAL STUDS @ 16"OC WITH ONE 1 PARTITION WALL:3 518"(20 GA)METAL STUDS @ 16"OC WITH ONE 1 PARTITION WALL:3 5/8"(20 GAGE)METAL STUDS @ 16"OC WALL AS REQUIRED.FINISH PER FINISH SCHEDULE,SHEET A4. GWB.PATCH AND REPAIR AS REQUIRED TO MAINTAIN FIRE RATING LAYER 5/8"GWB EACH SIDE TO ROOF DECK ON SALES AREA SIDE LAYER 518"GWB EACH EXPOSED SIDE TO FINISHED CEILING. LAYER 5/8"GWB EACH SIDE TO ROOF DECK.FINISH PER FINISH WITH ONE LAYER 5/8"GWB EXPOSED SIDE TO 6"ABOVE PER CODE.SEE DETAIL 3/A4.FINISH PER FINISH SCHEDULE,SHEET AND TO 12'-0"AFF ON STOCKROOM SIDE.SEE DETAIL 51A4 FOR PLUMBING WALLS ON INTERIOR OF TOILETS SHALL HAVE WATER SCHEDULE,SHEET A4. FINISHED CEILING.FINISH PER FINISH SCHEDULE SHEET A4. TENANT DEMISING WALL:EXISTING MASONRY WALL WITH METAL A4. ADDITIONAL REQUIREMENTS AND BRACING.FINISH PER FINISH RESISTANT GWB.SEE DETAIL 51A1.3.FINISH PER FINISH SCHEDULE, 11 PARTITION WALL:3 518"(18 GAGE)METAL STUDS @ 12"OC FURRING AND GWB.PATCH AND REPAIRAS REQUIRED.SEE SCHEDULE,SHEET A4. SHEET A4. DETAIL 11A4.FINISH PER FINISH SCHEDULE,SHEET A4. PARTITION WALL:6"(20 GA)METAL STUDS @ 16"OC WITH ONE WITH ONE LAYER 518"GWB EACH SIDE TO ROOF DECK. LAYER 5/8"GWB EACH SIDE TO ROOF DECK ON SALES I 7 PLUMBING PARTITION:6"(20 GA)METAL STUDS @ 16"OC WITH 99 PARTITION WALL:3 5/8"(20 GAGE)METAL STUDS @ 16"OC WITH PROVIDE WATER RESISTANT GWB ON SINK SIDE.SEE �3 EXTERIOR DEMISING WALL:EXISTING WOOD STUD AND GWB: STOCKROOM SIDE AND TO FINISHED CEILING ON TOILET ROOM I ONE LAYER 518"GWB EACH EXPOSED SIDE TO FINISHED CEILING. ONE LAYER 518"GWB EACH SIDE TO 8'-0"AFF.SEE DETAIL 2/A1.2. SUPPORT DETAIL 2/A1.3.FINISH PER FINISH SCHEDULE SHEET PATCH AND REPAIR TO LIKE NEW CONDITION.SEE DETAIL 2/A4. HALLWAY SIDE.SEE DETAIL 4/A4 FOR ADDITIONAL PLUMBING WALLS ON INTERIOR OF TOILETS SHALL HAVE WATER FINISH PER FINISH SCHEDULE SHEET A4. A4. FINISH PER FINISH SCHEDULE,SHEET A4. REQUIREMENTS.FINISH PER FINISH SCHEDULE,SHEET A4. RESISTANT GWB.FINISH PER FINISH SCHEDULE,SHEET A4. 109'-9"t 20'-2"f 2T-1"+ I T-T± 21'-* 1 T-10y" CONTRACTOR SHALL REFER TO OFFICE 2 1 VERIFY GATE IN O / I ELEVATION FOR INSTALLATION OF OFFICE I 1 1 POWER AND DATA. 1 GOOD WORKING / 3 I ORDER AND MAKE / II A4 0 o AND NECESSARY / OFFICE I 0 0 REPAIRS. II L —1 100 1 WA7.2 EXIST TRASH b 9 m ENCLOSURE 3 _ 6 a CONTRACTOR SHALL PROVIDE 1 1/2"DIAMETER STEEL RAIL VERIFY THERE IS A 2 AT 2'-10"AFF WITH ADDITIONAL RAILS EXIST RAILING- FLOOR OR LANDING A4 AT 0'-6"AFF AND 1'-8"AFF.POSTS TO CLEAN AND AT THE SAME BE EMBEDDED 3"DEEP INTO TO HOLE REPAINT ELEVATION ON EACH 401 DOLLAR TREE PAINT ALL RAILING SAFETY YELLOW.AND FILLED WITH NON-SHRINK GROUT. 3-7" o SIDE OF THE DOOR. NOTIFYARCHITECT SALES AREA A _ _ _ _ _ q E d IF VARIES. M GENERAL INFORMATION: FIRE EXTINGUISHER-SEE m PROVIDE DETACHABLE ® NEW WORK NOTE 2. SHOPPING CENTER: FORMER FOOD PAVILLION n CHAIN LINK AT LOADING , '° 4 EXISTING OVERHEAD DOOR I I A -PROVIDE HASP FOR S DOCK. � T-0" CITY: ARLINGTON I e TENANTS LOCK. Q 0 STATE: WASHINGTON ° SHOPPING CART BUMPER SEE CEILING HEIGHT �d . 4 +-4'_1 DETAIL 1/A1.1. POWER POLE(TENANT (SALES AREA): 9'-0" •1'-0" 0'-0" , 0'-0" m m Y SUPPLIED) SPRINKLERED: YES 9 EXIST CHAIN LINK RAILING a a SQUARE FOOTAGES 200 400 TO REMAIN.CLEAN AND TENANT SUPPLIED.PRE-WIRED FIRE EXTINGUISHER-SEE ° REPAIR POSTS.REPLACE TOTAL SPACE LEASED: 9,000 SF CONTRACTOR SHALL VERIFY FLOOR IS LEVEL WITHIN CHAINS AS REQUIRED. CHECKOUT.(TYP) SALES FLOOR AREA: 7,170 SF 114"IN 10 LINEAR FEET UNDER FREEZER/COOLER NEW WORK NOTE 2. 3 NON-SALES AREA: 1,830 SF 20% REACH-INS AND STORAGE.CONTRACTOR SHALL ° 0 0 USABLE STOCKROOM: 975 SF 10.8% NOTIFY THE DOLLAR TREE CONSTRUCTION PM IF THIS PROVIDE CONCRETE LANDING AND ALARM SYSTEM.REFER TO REQUIREMENT IS NOT MET.CONTRACTOR SHALL RUN RAMP.LANDING SHALL BE LEVEL WITH ELEV B/A1.1. USABLE SALES FLOOR 6,861 ALL PIPING I CONDUIT FOR FREEZER/COOLER WITHIN EXTERIOR DOCK AND RAMP SHALL DECK HEIGHT: WALL(NOT EXPOSED ON SALES FLOOR) HAVE A MAX SLOPE OF 1:12.REFER TO w° d M 11'-10"-14'-7" STRUCTURAL DRAWINGS a PROVIDE Oro EXIST CONIC RRMM 4'-0"AFF WITH 0 STOCKROOM LOADING IRWITHDOCK AND ARCHITECTS, PC TRIM CAP AND STAIR WITH HAND 1317 Executive Blvd,Suite 200 0 0 EXISTING COLUMN-PAINT YELLOW RAIL. Chesappeake,VA 23320 CORNER AND PROVIDE STAINLESS STEEL °r (757)622-28281 fax(757)622-6883 A GUARDS AT ALL COVER TO 4'-0"AFF.(TYP OF 6) a ° EXPOSED WALL REFER TO NEW WORK NOTE 6. 3 7 A3 SURFACES. o a w ko o CI PROVIDE 1 1/2"DIAMETER WALL EXIST AWNING o B O D MOUNTED STEEL RAIL AT 2'-10"AFF. 3 ABOVE c 5 CV REFER TO DETAILS 5/A2 AND 6/A2. z oLL l E PAINT ALL RAILING SAFETY YELLOW. 500 \ q 1 EXISTING SOFFIT — — — — — — — — — ABOVE 12'-0" Y-0"X 12'-0"ENTRY"DECO RIB" 1 I SHEET VINYL ° O O CARPETTILE FLOORING TO EXTEND I ° @ A1.3 12"PAST SINK ON SIDE EXIST AUTOMATIC SLIDING DOOR-CONTRACTOR TO I AND 24"IN FRONT I O O VERIFY IF IN GOOD WORKING ORDER. I EMPLOYEE AREA 11 I 2'-0"X 4'-0"SHELVING-SEE ��� INSTALL DECALS ON GLASS 5 I DETAIL 21A1.1. I u U I PANELS.SEE NEW WORK NOTE 15. IN A4 00 — I 4 EXISTING ALUMINUM J w STOREFRONT SYSTEM POLISHED CONCRETE I — I Q ¢ a ALL CEMENT USED SHALL CONFORM TO THE I � � z LATEST ASTM SPECIFICATION C 150,TYPE 3. CONTRACTOR SHALL VERIFY ONLY ONE(1)BRAND OF PORTLAND CEMENT I ° ° I O THERE IS A FLOOR OR LANDING SHALL BE USED IN ANY ONE STRUCTURE. I ° 5 5 AT THE SAME ELEVATION ON CONCRETE MIXTURE SHALL BE DESIGNED TO I g 4 O aO ° I I 0 c z EACH SIDE OF THE DOOR. PROVIDE A MINIMUM COMPRESSIVE STRENGTH 7 ° 4 B 5 Q Z o NOTIFY ARCHITECT IF VARIES.— OF 3,000 PSI IN 3 DAYS. 4 I ° TOILET ° TOILET 4 I a Q J 4 ° o _ PROVIDE STOREFRONT DOORS, PROVIDE 4"THICK CONC SLAB(3000 psi) A4 4 ° I C2 p � z 501 TRANSOM AND THRESHOLD TO FIRE EXTINGUISHER-SEE WITH 6X6 WI A X WI A WWF ON 10 MIL I ° g° 8 4 ° I APPROX LOCATION OF MATCH EXISTING.INSTALL PER NEW WORK NOTE 2. POLYETHELENE VAPOR BARRIER ON EXIST 30 30< ELECTRICAL PANELS O w o S r COMPACTED FILL. PROVIDE 1/2"FLEXIBLE I I z MANUFACTURER'S PUBLISHEDof STANDARDS. 3 EXPANSION JOINT AT EDGES.PROVIDE 12"L 4 PAINT SOLID(YELLOW)42"IN O LLO a m #4 BARS AT 24"OC AT PERIMETER.EMBED I a ° 0 y - 4 5 FRONT OF AND TO THE SIDE PROVIDE STOREFRONT FRAMING AND GLAZING TO INTO EXISTING SLAB 6". I OF ELECT PANEL AS MATCH EXISTING.INSTALL PER MANUFACTURER'S I °° 5 HALLWAY DEDICATED CLEAR FLOOR PUBLISHED STANDARDS. 4 I 4 4 ° I 4 e a 4 SPACE. EP 12,41. — — — — — — — — — — ` ADJACENT TENANT-PROPOSED GROCERY OUTLET sheet FLOOR PLAN Q� A SCALE:114"=V-0" PROJECT NORTH 109'-9" 21'-5" • 750, • • Q II s / I • � • — II / I J 121" — ,-3„ 1 p o � I T 0" I • 3 — — — — — — — — — i I °° << I PICTOGRAM,U3/4"COPY,GRADE 11 i BRAILLE.MOUNT ON WALL @ 60"MAX OC L L SALES AREA AFF AND 9"OC MAX FROM THE STRIKE 239 SIDE DOOR JAMB.BRAILLE SHALL BE (a (a OCC.LOAD: �s 1 \ .ea,• I LOCATED MIN 40"AFF. I ®STOCKROOM I el` A SIGNAGE ELEVATIONS 122'-7" OCC.LOAD:7 I A1.1 SCALE:NITS o STAINLESS STEEL L_4js/3 I 1 N �J END CAPS. 6„ ❑ 4,-6„ 6,-0„ — — — — — — — — x a 1 (REFER TO PLAN FOR QUANTITY) 44" WALL I 2"DIAM.ALUM. STOREFRONT. RAIL WITH ROUND °o•°o• FLEXIBLE OR RIGID STAINLESS STEEL ■■ V I :°a°o• x COVER. SUPPORT yl 8 — — — — — — — — — d 6 „ 1 MSTAINLESS gl - o RECEPTACLE o II o — — — — — — I Y V5 F.F. 6'-0" a RUBBER ANCHOR. E;z L d w I DRILL HOLE INTO CONIC. ,scneEnxc cams REFER TO MANUF. I ELEVATION SECTION 4-T 5-2" -2 50" TOILET a8'0" N NOTE:TENANT SUPPLIED ICONTRACTOR INSTALLED16 o PEEi"G`""� — — — 1 SHOPPING CART BUMPER DETAIL A1.1 SCALE:11/2"=T-O„ HALLWAY ° 557 FIXTURE/ EGRESS PLAN Q� NOTES: 2X4 SHELVING UNITS BOLTED TOGETHER.(2 SHOWN-REFER TO PLAN FOR QUANTITY) ° 1. NO GONDOLA UNITS,FIXTURES,OR PALLETS SHALL BE OVER 8'-0"AFF. =-----------=-- —=---=-- SCALE:1/8"=V-0" 2. FIXTURE PLAN IS"FOR REFERENCE ONLY."CONTRACTOR SHALL SAFETY CHAIN- 8 I 5/8"WOOD SHELF(TYP) 8 PROJECT CONTACT DOLLAR TREE FOR FINAL APPROVED LAYOUT. SUPPLIED WITH NORTH 3. MAXIMUM TRAVEL DISTANCE SHALL BE 250'-0".ACTUAL TRAVEL STORAGE SYSTEM. DISTANCE AS SHOWN: 4. CHECKOUTS ARE NOT ATTACHED TO FLOOR. TANKS,REFER TO I WOOD BLOCKING RRMM BEYOND FOR 2X4 1 ARCHITECTS, PC FLOOR PLAN FOR :1 g SHELVING TO BE LOCATION B I I n nI o 8 SECURED TO WALL. n l n 8 1317 Executive Blvd,Suite 200 1 SCREW PLACEMENT AT I C57)622-2828k fax(757)6226833 ° 16"OC TYP. >° -11 ;I NOTE: ——— ——— — GC SHALL SCREW SHELVING w 1. CHECKOUTS ARE TENANT SUPPLIED. IT—T—I——I I——I— —T e UNITS TO 2x4 WOOD 8 1 1 i BLOCKING. 1 1 S 2. CHECKOUT AISLES SHALL COMPLY WITH 2O12 INTERNATIONAL BUILDING CODE SECTION 1109.12.2(PROVIDE 2 when 5 or more) J 3 II HELIUM TANK 4\ao 3. PROVIDE SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IN BLUE AND WHITE ABOVE THE CHECKOUT STORAGE RACK z AISLE IN THE SAME LOCATION AS THE CHECKOUT NUMBER OR TYPE OF CHECKOUT IDENTIFICATION. o 17—T-1--I 1 —1—T—T to-" B II t GALVANIZED STEEL 11 9 POWER POLE o l lo PLATE II I I I I 1 11 11 CALIFORNIA g I. T T T 11 o ADA SIGNAGE CONTRACTOR SHALL PROVIDE AND ————————————— __— _—_ FINISHED FLOOR CLEAN OUT INSTALL FIRE RETARDANT 2X4 WD NOTE:TENANT SUPPLIED/CONTRACTOR INSTALLED. 2'-8" SLOT _ STUDS AS SHOWN AND ATTACH TO ELEVATION SECTION ADA CHECKWRITER FACE OF WALL AS REQUIRED. CHECKWRITER KEYBOARD I (DOUBLE STUDS IF REQUIRED) 2 2X4 STOCKROOM SHELVING AND HELIUM TANK STORAGE RACK DECK ° METAL OR WOOD STUDS-USE _ 1/4"X 4"ZINC COATED TEK SELF A1.1 SCALE:3/4"=V-0" DRILLING SCREWS AT EACH w TT STUD. a x a Y 5 m Y ❑ w a MASONRY-USE HILTI114"X4" KWIK-CON II FASTENERS AT 24" — "" I U U I CD vb = N I I OC. coo z r U ELECTRICAL OUTLET r T-10" MAGNETS ATTACHED TO DOOR AND _ BAG-RACK PAIR OF DOORS PAIR OF DOORS FACE OF WALL-SEE WALL r(IF APPLICABLE). FRAME.TENANT SUPPLIED, (IF APPLICABLE). O w ADAPTER 4'-0" II I� J CONSTRUCTION TYPES FOR CONTRACTOR INSTALLED. n p w o I I ADDITIONAL INFO. r-- ---- r-- ———— 7'-8' T-0" I ------ LOW VOLTAGE WIRE MTD —————— O d" KEYBOARD I SALES AREA \\ -� WITH WIRE CLIPS TIGHT TO ADJUSTABLE i \ i \ DECK I DOOR FRAME.TENANT SUPPLIED, I > w BAG-DECK I i \ SIGNAGE.TENANT SUPPLIED, Q z o BELT CLEAN- E 1 CONTRACTOR INSTALLED. z \ CONTRACTOR INSTALLED. a 0- o SCANNER OUT TRAY PRINTER PLATFORM I I� GONDOLA FIXTURE SUPPLIED BY i 6" DETACHED ALARM SYSTEM , p CHECKWRITER I I 1 ®°` o ®'" z a TENANT AND INSTALLED F \ (NON-DELAYED ALARM) _ PEEP HOLE.TENANT SUPPLIED, 0 N y CONTRACTOR PER MANUF i ° \ L1 TENANT SUPPLIED,CONTRACTOR o 3 \ CONTRACTOR INSTALLED. L- 3-: _ I I LJ PUBLISHED STANDARDS(TYP). i K/ 0 \ c3-� INSTALLED. = II K/ �' W zo w \ \ O Of w ELEC.EYES � _ � I I o I \ /� � I \ o � o / 21"X 54"EXP. 4 Y = NOTE:SEISMIC AREAS-SEE I \ \ ; 0 z � > °6 Y t z \ \ SIGNAGE.TENANT SUPPLIED, O O STRUCTURAL DRAWINGS FOR w O LL a w BELT AREA o w 0 —PANIC BAR DEVICE.TENANT i o - ATTACHMENT REQUIREMENTS. Uo 1 SUPPLIED,CONTRACTOR " I I \ � CONTRACTOR INSTALLED. KEYBOARD INSTALLED. w \ 0 / a \ / ACTIVE DOOR. 9--2q" DECK 16"x 16"REMOVABLE 2 o- ADJUSTABLE BAGWELL DECK \ ACTIVE DOOR. o \ 7"X 20" Ep PRINTER PANEL w/TWIST LOCKS SLIDE OUT TCU OPEN STORAGE 4It CHECKWRITER J PLATFORM 2-1/4"X 12-1/4"POWER SHELF HINGED PANELw/FASTENER SLAB AND TENANT FLOOR FINISH FIRE EXTINGUISHER.SEE - ADA CHECKWRITER POLE ACCESS HOLE CASH DRAWER FOR ELECTRICAL ACCESS TYPICAL FIXTURE NEW WORK NOTE 2. TYPICAL CHECKOUT ATTACHMENT DETAIL B FREIGHT DOOR ELEVATION Sheet SCALE NTS SCALE:1"=V-0" A1.1 SCALE:1/2"=V-0" A1 .1 14'-Od" BULLETIN BOARD (TENANT SUPPLIED)- MOUNT ABOVE CLIPBOARD RACK. I I 4 CLIPBOARD RACK- I I SEE ELEV A/A1.2. SHELVING ABOVE I I PROVIDE I I I I CORNER n z c l i BEAD 1X4 POPLAR WD TRIM- I I PAINT WHITE. I I PAINT OFFICE 2X FIRE TREATED WOOD BLOCKING OFFICE 5 INTERIOR �� A1.2 I I I WHITE. " PAINT YELLOW. SAFE(TENANT 2 U-II ONE LAYER 5l8"GWB EACH SIDE ON SUPPLIED)BOLT I 3 518"(20 GA)METAL STUDS AT 16" TO FLOOR A1.2 I N OC. I I OFFICE SALES AREA 2X FIRE TREATED WOOD BLOCKING 4'-5y" 4'-0" ` WOOD TRIM- 6'5" B A1.2 PAINT WHITE. 2112"DIA GROMMETED (MITER `s Al2 HOLE AT COUNTER AND 15" CORNERS) 1X4 POPLAR WD TRIM- SHELF ABOVE(TYP OF 2) PAINT WHITE. PROVIDE PREFORMED COUNTER ONE-WAYVISION rt 5" AND BACKSPLASHLA HIGH TEMPERED MIRROR GLASS LA } PRESSURE WHITE LAMINATE FINISH. PROVIDE 3/4"X 15"WHITE MOUNT TO WALL.SEE OFFICE ELEV MELAMINE SHELF ENLARGED OFFICE PLAN AND DETAIL4/A1.2. 2 HEAD/JAMB DETAIL - - - 2112"HOLE WITH GROMMENT. SEE ELEVATION FOR A1.2 SCALE:3/8"=V-0" A1.2 SCALE:1 112"=V-0" ADDITIONAL REQUIREMENTS CONT(FIRE TREATED)2X4 d WD FRAME ATTACHED TO o WALL PAINT FRAMING WHITE o 0 PROVIDE(FIRE Y PROVIDE CONT FIRE TREATED TREATED)2X4 5 PROVIDE PREFORMED E 2X4 WD LEDGER-ATTACH TO WD CENTER A1,2 WHITE LAMINATE ADJACENT WALL @ 8"OC MAX.--,,, SUPPORT COUNTER TOP WITH BACKSPLASH. g � o S 4 (FIRE TREATED)2X4 LINE OF ADJACENT WD SUPPORT FRAME ADJUST LENGTH TO PROVIDE FASTENING WALL(TYP) PAINT ALL " a 12 " —t7 TO EACH INTERMEDIATE STUD. o FRAMING WHITE. METAL FILE METAL FILE PROVIDE(FIRE 6 a U l i w CABINET CABINET TREATED)2X4 ATTACH FRAME TO - ENDCAP SUPPORT ADJACENT WALL— (EA I II II II II II I N SIDETYP)- ---J`-- --J`----`---- ATTACH @8"OC CLIP BOARD TYP PROVIDE VERT MAX. FIRE TREATED 3/4"SLATWALL ON GWB _ _________ _________ _ 2X4WDFRAME a LINE OF COUNTER ABOVE-HOLD (FIRE TREATED)2X4 NOTE: SUPPORT AT ' I N SHELF FRAMING CENTER OF R RMM BACK 2X4 FRAMING AS REQ'D WD.SUPPORT __ FOR INSTALLATION OF COUNTER ABOVE SHALL BE COUNTER. :II PROVIDE FRPOUTSIDE iX3 PINE TRIM-PAINT J SIMILAR-SEE ARCHITECTS, PC CORNER-WHITE. WHITE. ELEVATION. 1317 Executive Blvd,Suite 200 #8 ROUND HEAD SCREWS 1 EQ EQ ATTACH FRAME TO SLAB Chesappeake,VA 23320 (757)622-2828/fax(757)622-6883 5/8"GWB-PAINT YELLOW. 1/2"LONG TYP 10'-0" s DETAIL CLIP BOARD RACK ELEVATION 4 DETAIL 5 DETAIL A w ko A1.2 SCALE:1 112"=V-O" A1.2 SCALE:314"=T-O" A1.2 SCALE:1 1/2"=V-0" A1.2 SCALE:1 1/2"=V-0" � 3 z� m 1-GANG BOX WITH 1-112"CONDUIT TOP OF SLATWALL FOR STORE PAGING CABLES 1-GANG BOX WITH 2"CONDUIT FOR GROUNDING BUS BAR 1"FROM RIGHT EDGE OF PROVIDE 10"WIDE 3/4"WHITE SECURITY LAN CABLES 1'-10" BACKBOARD WITH#12 AWG(SOLID)COPPER MELAMINE SHELF.SUPPORT W/SHELF WIRE CONNECTED TO BUILDING GROUNDING T-6"(H)x 2'-6"(W)314"PLYWOOD BRACKETS. 1-GANG BOX WITH 2"CONDUIT V-6" SYSTEM.INSTALL IN ACCORDANCE WITH LOCAL, BACKBOARD INSTALLED BY FOR STORE LAN CABLES STATE&NATIONAL CODES AND STANDARDS CONTRACTOR.TOP OF BOARD PROVIDE 10"WIDE 3/4"WHITE 3'-6"(H)x 2'-6"(W)3/4"PLYWOOD DUPLEX RECEPTACLE(IG5362)WITH AT BA"AFF.PAINT WHITE MELAMINE SHELF.SUPPORT WI SHELF BACKBOARD INSTALLED BY CONTRACTOR. ISOLATED DEDICATED CIRCUIT BRACKETS.(CUT 30"OFF TOTAL& OFFSET SHELF TO RIGHT), TOP OF BOARD AT 8'-O"AFF. PAINT WHITE 1-GANG BOX WITH 3/4"CONDUIT FOR PROVIDE(1)15"DEEP 3/4"WHITE Y PAGING PHONE. MELAMINE SHELF SUPPORT WITH(FIRE NOTE:EQUIPMENT RACK, — TREATED)2X4 WOOD CONSTRUCTION. 1-GANG BOX WITH 3/4"CONDUIT FOR nnn o SUPPLIED&INSTALLED BY PROVIDE(2)21/2"DIA HOLES W/ u ap TENANT'S DATA CONTRACTOR OFFICE PAGING VOLUME CONTROL CC) FOR PRINTER&CCTV,(1) ap 1-GANG BOX WITH 1"CONDUIT FOR DIAL JUNCTION BOX FOR EMS OVERRIDE AT EACH END DIRECTLY ABOVE HOLES J &SALES FLOOR LIGHTING SWITCH N COUNTER.SEE ENLARGED OFFICE ¢ z BACK-UP&DSL CABLES — PLAN. W 6'-O"LONG PLUG MOLD WITH(2)DEDICATED ;o a 1-GANG BOX WITH 1"CONDUIT FOR — CIRCUITS(CENTERED&MIN OF 8 RECEPT) o (FIRE TREATED)2X4 SUPPORT Z w PAINT YELLOW. PC,PHONE&DATA CABLES --°P— FRAMING ATTACHED TO WALL. 1X4 POPLAR O LL NOTE:CONTRACTOR SHALL LABEL ALL PHONE _ p o C4 I IF JACKS/JUNCTIONS AS PER ELEVATION. ❑ ❑ > - 2-112"DIA HOLE WI GROMMET z0 J WOOD TRIM- DUPLEX RECEPTACLE(IG5362)WITH M ? NOTE:ALL LOW-VOLTAGE FACEPLATES AND — — (TYP OF 2) 0 ( F PAINT WHITE. ISOLATED GROUND,DEDICATED f ILOW-VOLTAGE WIRING WILL BE PROVIDED O = o I / PRE-FORMED WHITE LAMINATE 0 . ONE WAY CIRCUIT(TYP OF 3) AND INSTALLED BY TENANTS DATA COUNTER -SUPPORT WITH(FIRE LL 5 1'-2" 1'-10" CONTRACTOR. 4"VINYL COVE BASE TREATED 2X4 WOOD CONSTRUCTION. a / NOTE:ALL CONDUIT SHALL BE INSTALLED INSIDE ) z L-- -J VISION 1.1 I I O LLI 0 w MIRROR WALL TO EXTEND 6"ABOVE SALES FLOOR CEILING. g-1 FILE CABINETS(SUPPLIED g 0 ALL CONDUIT STUBS SHALL BE FINISHED WITH BY TENANT) (3-FIRE TREATED)2X4 WD SUPPORT LEGS AT FRONT, z 4'-0" 2'6" GLASS CONNECTOR/BUSHING AND HAVE PULL STRINGS 4'-3" CENTER AND WALL.REFER TO SECTION. O O o z (TEMPERED) INSTALLED.ALL CONDUIT SHALL BE 3/4"UNLESS PT 2X4 WD SILL SHOT TO FLOOR. LL a w ALMOND FRP OTHERWISE NOTED.ALL CONDUIT&BOXES ARE DIMENSIONED TO CENTERLINE.CONTRACTOR ELECTRICAL AND DATA FINISHES, SHELVING AND CONSTRUCTION VINYL BASE SHALL LABEL TOP OF CONDUIT TO MATCH LABELSEr ON JACKSIJUNCTIONS BELOW. s ti s OFFICE ELEVATION _E VFFICE ELEVATION A1.2 SCALE:318"=V-0" A1.2 SCALE:3/8"=V-0" sheet A1 .2 FREEZER/COOLER REFER TO PLAN WATER HEATER BULLETIN TABLE MOUNTED ABOVE BOARD MOP SINK.SEE DETAIL 2/A1.3. (TENANT E ass 2X6 FIRE TREATED WOOD BLOCKING IN WALL SUPPLIED)- PROVIDE(18 GA) 6'6"t AT EACH LOCATION FOR SUPPORT WITH 1/2"0 MOUNT AT EMPLOYEE AREA A METAL STUDS AND MTL STUD WALL.REFER TO WALL LAG SCREWS @ 16"OC,TYP. 4'-0"AFF. 4 FASTEN WATER HEATER TO WALL WITH TWO EMPLOYEE LOCKERS TENANT EXTEND GWB TO PREFORMED COUNTER CONSTRUCTION TYPES REFER TO ELEV AND A1,g ROOF DECK IN 1 1/2"GALVANIZED STRAPS POSITIONED 1/3 SINGLE GANG BOX W/3/4"CONDUIT SUPPLIED.GC TO SECURE AND THIS AREA. DOWN FROM TOP AND 113 UP FROM BOTTOM WATER HEATER-REFER TO STUB UP FOR DATA CABLE INSTALL LOCKERS TO(FIRE DETAIL 31A1.3. UTILITY CABINET.- OF WATER HEATER.ATTACH TO BLOCKING PLUMBING PLAN FOR ADDITIONAL RETARDANT)2X4 STUDS.SECURE 6 TENANT SUPPLIED WITH 1/4"0 X 1 1/2"WOOD SCREWS. INFORMATION.CONTRACTOR SHALL 2"HOLE,REFER TO SECTION 2X4 STUDS TO WALL PER INSTALL STRAPPING AND BLOCKING. MANUFACTURERS A1.3 T-18" _ (NSF APPROVED.) 2X6 FIRE TREATED WOOD BLOCKING IN WALL 30"LONG PLUG MOLD WITH(1)20 AMP CIRCUIT INSTRUCTIONS.REFER TO FLOOR COAT 4" 6'-6" WITH A34 FRAMING ANGLE TO STUD EACH SIDE DRAIN PAN-REFER TO PLUMBING (CENTERED&MIN OF 4 RECEPTICLE'S) PLAN FOR LOCKER LOCATION. RACK _ AT EACH LOCATION(TYP). PLANS — ^ DRAIN PAN SET ON 28"x 36"x 3/4"FIRE WALL LINE — �� REFER TO PLAN TREATED PLYWOOD PLATFORM.REFER TO LOCKER o I I TYP STEEL ANGLE FRAME-REFER TO _ o PLUMBING PLAN FOR ADDITIONAL — — �L---J INFORMATION. DETAIL 2/A1.3. OPP C HAND C 2 4 UTILITY CABINET-TENANT o 0 SUPPLIED(NSF APPROVED.) — — — — — — A1.3 a HAND 1 1l2'X 1 1l2"X 118'STEEL ANGLE FRAME OF T-6"CLEAR T-6"CLEAR ALL WELDED CONSTRUCTION.PRIME AND GRAPHIC-TENANT SUPPLIED. o o Z PAINT SAFETY YELLOW.SECURE TO WALL W I MOUNT AT 5'-0"MAX.AFF TO TOP — — q w l 5'-0" I. ( CLEAR 1/2"0 LAG SCREWS AT EACH SUPPORT. OF GRAPHIC. CLEAR q A1.3 I PAANT FORESTCAP BEYOND. ELECTRIC HAND - o o SCREW PLACEMENT- TOILET \DRYER-TENANT/ FRPT08'-0"AFF.REFER TO FINISH FRPT08'-0"AFF.REFER TO FINISH SCHEDULE AND MOP SINK ELEVATION. SCHEDULE. — — — — TYP OF(5). SUPPLIED(TYP -- Z —PAINT WALL FOREST o IS TOILET MOP BRACKET TENANT — GREEN TO 4'-0"AFF REFER TO WALL CONSTRUCTION TYPES.IF SUPPLIED.MOUNT AT T-0"AFF TO q WALL IS EXISTING CONSTRUCTION AND DOES CENTER OF BRACKET. — —PROVIDE(FIRE RETARDANT) — 0 0 - NOT MEET OR EXCEED THESE REQUIREMENTS, I I o 0 2X4 WD BLOCKING BEHIND NOTIFY THE PROFESSIONAL OF RECORD FAUCET-REFER TO PLUMBING PLAN / LOCKER AND SECURE TO x 5 1,3" IMMEDIATELY. FOR ADDITIONAL INFORMATION — — _� 4 ❑ N WALL.CUT 2X4 WD STUDS 4" x A1.3 MIN o o SHORT AT EACH SIDE. 4'-0"CLEAR MOP SINK-REFER TO FLOOR a 0 1'-0" 1'-6" MOP SINK-REFER TO FLOOR PLAN AND ro SCREW LOCKER TO MIN PLAN AND PLUMBING PLAN FOR c� PLUMBING PLAN FOR ADDITIONAL BLOCKING WITH A MINIMUM u HANDICAPPED _ INFORMATION. ADDITIONAL INFORMATION. OF(5)2"WOOD SCREWS. HALLWAY ACCESSIBLE HI-LO DF 77 A1.3 FRP ON WALLS ADJACENT TO DF FROM 4"TO 4'-0"AFF VINYL BASE-REFER TO FINISH 3'-0"CLEAR � � ELEVATION SIDE 2 0 SCHEDULE NOTE:REFER TO SECTION FOR ADDITIONAL INFORMATION E 1 ENLARGED EMPLOYEE AREA&TOILET PLAN r2 WATER HEATER MOUNTING DETAIL A LOCKER AND TRAINING DESK ELEVATION A1.3 SCALE:3/8"=l'-0" A1.3 SCALE:3/4"=V-0" \L,3j SCALE:3/4"=V-0" c a N g � o PROVIDE 1 X 6 CAP WITH ALL EDGES ROUNDED. d PAINT FOREST GREEN. a; s m 314"MDO PLYWOOD ATTACHED TO EACH SIDE OF STUD.ATTACH PROVIDE CONT(FIRE WITH LIQUID NAILS AND 4 RETARDANT)2X4 WD LEDGER FINISH NAILS ATTACH TO ADJACENT WALL A1.3 @ 8"OC MAX.PAINT WHITE 5" 2"HOLE PROVIDE 314"X 15"WHITE MELLAMINE SHELF ROOF STRUCTURE WOOD CORNER HANGER WIRES.INSTALL PER RRMM x GUARD. MANUF SPECS.6 a I ARCHITECTS, PC CONT 2X WD FRAME 2'X4'ACCOUSTICAL CEILING TILES 1317 Executive Blvd,Suite 200 0 A1.3 Y ATTACHED TO WALL AND GRID INSTALL PER MANUF SPECS. Chesappeake,VA 23320 z_ a I PAINT FRAMING WHITE REFER TO REFLECTED CEILING PLAN (757�22-28281 fax(757)622-6883 LINE OF EMPLOYEE °' FOR GRID LAYOUT,SHEET A2 AREA WALL PROVIDE PREFORMED o LL I WHITE LAMINATE 1 X 6 CAP WITH ALL PROVIDE(FIRE RETARDANT)2X4 a COUNTER TOP. MAX STUD SPAN WITH A DEFLECTION OF LI360 EDGES ROUNDED AND w k o SUPPORT(EA SIDE TYP)-ATTACH o WITH A MAX.LOAD OF 5 PSF. PAINTED FOREST GREEN VALVE.REFER TO ~ o @ 8"OC MAX.PAINT WHITE o , v 3/4"MDO PLYWOOD FIRE RETARDANT c� PLUMBING PLAN ( ) z = LINE OF(FIRE RETARDANT)2X4 0 ATTACHED TO EACH STUD WITH Z STUDWALL 8'-0"AFF ______________ ___ 8'-0"AFF LIQUID NAIL AND FINISH NAILS (FIRE RETARDANT)3/4"MOO eo�O MOP SINK. PLYWOOD ATTACHED TO 3 5/8"(20 GA)METAL STUDS AT 16"OC - ATTACHED WITH(2)#12 L TEK SCREWS AT EACH STUD. CONT. FIRE RETARDANT 2X WD. oREFER TO PLAN. EACH SIDE OF STUD WALL. WITH ONE LAYER 5l8"WATER RESISTANT I I ( )ATTACH WITH LIQUID NAILS ¢ GWB ON TOILET SIDE ONLY GWB ON METAL STUDS.REFER TO FRAMING ATTACHED TO WALL.PAINT F NTER-HOLD BACK 4 = zAND FINISH NAILS.PAINTED PAINT FOREST GREE N o SHEET Al FOR WALL TYPES. ALL FRAMING WHITE AS REQ'D FOR WATER RESISTANT GWB 4 FOREST GREEN. ? N OF COUNTER ON METAL STUDS.REFER TO (FIRE RETARDANT)2 X 4 WOOD PROVIDE FRP TO 8'-0".REFER TO SHEET Al FOR WALL TYPES. 3'-0"CLEAR HALLWAY o STUDS @ 16"OC 7z MOP SINK ELEVATION XXIXX a HILTI X-U(.157"0)SHOT PINS PAINT FOREST GREEN. GE OF FRAMING W/1 114"EMBED INTO THE SLAB TOILET BOTH SIDES @ 4'OC&4"OFF EACH END OF BASE.REFER TO FINISH WATER RESISTANT 5l8"GWB OVER INDIVIDUAL PIECE OF TRACK,TYP. I 0 SCHEDULE,SHEET A4(TYP.) (FINAILED AND SHOT)TO FLOOR 11 FINISHED FLOOR. METAL STUDS.SEE WALL TYPES, SHEET Al. 2'-0"TO EDGE OF FRAMING xlll NOTE: ^ :�>� REFER TO PLAN 1. REFER TO FINISH SCHEDULE FOR ALL FINISHES,SHEET A4 FINISH FLOOR M n C N Co Co Co 0 3 DETAIL a DETAIL r5 NICEILING DETAIL AT TOILET/ HALLWAY 6 EMPLOYEE AREA SECTION o Q J A1.3 SCALE:1 1/2"=V-0" A1.3 SCALE:1 1/2"=V-0" A1.3 SCALE:1 1/2"=T-0" A1.3 SCALE:3/4"=T-0" L z UUW�� z Z o_ s D J w FRP-SEE FINISH NOTES SHEET A4. Q Z U) 1,-4„ T-6„ T-6- 4,-0„CLEAR a d o 2'-0"X 4'-0"SLATWALL WITH(3)10"X NOTE: � CONTRACTOR SHALL OBTAIN A 2'-0"X 3/4"WHITE MELAMINE SHELF COPY OF THE WATER _ AND SUPPORT BRACKETS. FRP-SEE FINISH NOTES TOILET ACCESSORIES ARE TENANT SUPPLIED- FOUNTAIN SPEC SHEET PRIOR LL 5 MIRROR SHEET A4. INCLUDING GRAB BARS,TOILET PAPER DISPENSER, TO WATER COOLER w o 39"TO41" MIRROR MIRROR,HAND DRYER,AND SLATWALL. INSTALLATION.CONTRACTOR O 2 w 36"GRAB BAR(PROVIDE BLOCKING co 0 ELECTRIC SHALL ROUGH IN ALL Of Z HAND IN WALL AS REQ'D) THE ELECTRIC HAND DRYER WILL NOT EXTEND MORE HI-LO HANDICAP PLUMBING BASED ON THE EMPLOYEE COAT RACK-GC TO 1 VERTICAL MOUNTED GRAB O 0 E DRYER BAR(PROVIDE BLOCKING IN THAN 4"FROM THE WALL ON WHICH IT IS MOUNTED z ACCESSIBLE WATER FOUNTAIN SPEC SHEET. SECURE AND INSTALL COAT LL a w 18"VERTICAL MOUNTED GRAB BAR WALL AS REQ'D) UNLESS IT HAS A LEADING EDGE AT OR BELOW 27" DRINKING — RACK TO WALL PER jf6' (PROVIDE BLOCKING IN WALLAS 12" ABOVE FINISHED FLOOR. FOUNTAIN. MANUFACTURERS INSTRUCTIONS.INSTALL COAT REQ'D) 42"GRAB BAR(PROVIDE RACK AT 48"AFF TO CENTER OF Er v BLOCKING IN WALL AS REQ'D) FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN FRP-SEE FINISH LL = q 7 o Z ' 6" o TWO ROLL TOILET PAPER TO FLOO SIDE OF THE WATER CLOSET. NOTES SHEET A4. o V v PLOAN AT OR LOCKERR OCAT ONR — o _ p o" N DISPENSER.(TYP OF 2 PER M ~ TWO ROLL TOILET PAPER CONTRACTOR SHALL FIELD VERIFY ALL EXIST VINYL BASE M M� v WATER CLOSET).PROVIDE °' M DISPENSER.(TYP OF 2 PER PLUMBING FIXTURES AND EXIST ACCESSORIES sheet BLOCKING IN WALL AS REQ'D. WATER CLOSET).PROVIDE (INCLUDING LANDLORD INSTALLED PLUMBING 1'-3" V-3" Z WRAP PIPES BLOCKING IN WALL AS REQ'D. 15" 16"-18" FIXTURES AND ACCESSORIES)COMPLY WITH PLANS MIN MIN �� MIN AS REQUIRED AND HANDICAPPED CODES AND LAWS.CONTRACTOR BY ADA. VINYL BASE VINYL BASE SHALL VERIFY COMPLIANCE TO FLOOR PLAN, A1 .3 1 B TOILET ELEVATION c TOILET ELEVATION ENLARGED PLANS AND ELEVATIONS THIS SET.NOTIFY p DRINKING FOUNTAIN ELEVATION E EMPLOYEE COAT RACK ELEVATION CONSTRUCTION PM WITH ANY DISCREPANCIES. A 3 SCALE:3l8"=1%0" A1.3 SCALE:3/8"=V-0" A1.3 SCALE:318"=V-0" A1.3 SCALE:3/4"=V-0" SEISMIC SEPARATION JOINT(TYP)-SEE DETAIL THIS SHEET. 9'-0"AFF OFFICE NOTE:1. THE ELECTRICIAN SHALL INSTALL ADDITIONAL#12 WIRE TIE SUPPORTS FROM THE CEILING GRID TO THE WALL STRUCTURE ABOVE FOR SUPPORT OF THE LIGHT FIXTURES CLIPPED ON THE GRID. BELOW NOTE:2. LIGHT FIXTURES,SECURITY CAMERA DOMES,AND MIRROR PANELS(UON)ARE TENANT SUPPLIED. EM I SCD 0 NOTE:3. MOUNT LIGHTS 10'-0 AFF IN STOCKROOM. scD sc SEE FLOOR PLAN FOR WALL ° ° w ° w ° w I REFLECTED CEILING LEGEND I LJ I` CONSTRUCTION TYPE. PROVIDE DOUBLE FRAMING AT J 2'-0"X4'-0"ACOUSTICAL CEILING TILE AND HEAD&JAMB. O L"o #� O O O O O O —4 ® GRID-SEE FINISH NOTE 4. WOOD BLOCKING I I GWB-PAINT WHITE UNLESS OTHERWISE NOTED. ® EXIT LIGHT S DESCONTINUOUS SEALANT-BOTH 2'-0"X4'-0"LAY-IN FLUORESCENT LIGHT FIXTURE ON NIGHT O scD LIGHT CIRCUIT scD SECURITY CAMERA DOME O O O O � I w w w w SECURITY CAMERA DOME MTD ON HOLLOW METAL DOOR FRAME W/ Q 2'-0'X4'-0"LAY-IN FLUORESCENT LIGHT FIXTURE [DscD WALL @ 10'-0"AFF. JAMB ANCHOR-3 PER JAMB DOOR AS SCHEDULED CT scD O O O O O O COOLER FREEZER/ ® M EMERGENCY LIGHT CIRCUIT WITH2'-O"X4'-O"LAY-IN FLUORESCENT BATTERYGHT PACK.ACK.FOR RE ON ® VENTILATION FAN , HEAD/JAMB DETAIL BELOW FIXTURES WITH 4 LAMPS,THE EMERGENCY BATTERY PACK A2 SCALE:1 1/2"=1'=0" WILL ONLY OPERATE 2 LAMPS. ® � CEILING HEIGHT ABOVE sco FINISH FLOOR O scD O O O O O O 0 8'-0"STRIP FLUORESCENT LIGHT FIXTURE WITH LAMPS ON NIGHT $ r \�, NL LIGHT CIRCUIT.SURFACE MOUNT TO GWB AND ACT CEILING. MIRROR PANEL scD II II SEE FLOOR PLAN FOR WALL ® MO STRIP FLUORESCENT LIGHT FIXTURE.SURFACE MOUNT TO GWB AND ACT CEILING. ® DIFFUSER CONSTRUCTION TYPE. sw SCD EM _ o O O O O O 8'-0"STRIP FLUORESCENT LIGHT FIXTURE WITH LAMPS REFER TO STRUCTURAL Ell ON EMERGENCY LIGHT CIRCUIT WITH BATTERY PACK. RETURN AIR GRILLE DRAWINGS ` —J SURFACE MOUNT TO GWB AND ACT CEILING.FOR LIGHT FIXTURES WITH 4 LAMPS,THE BATTERY PACK SPRINKLER HEAD(SHOWN FOR INFORMATIONAL CONTINUOUS SEALANT-BOTH O O O O O O O O WILL ONLY OPERATE 2 OF THE LAMPS. PURPOSES ONLY.SPRINKLER CONTRACTOR SHALL SIDES O 4'-0"STRIP FLUORESCENT LIGHT FIXTURE WITH LAMPS ON PREPARE DRAWINGS AS REQUIRED BY CODE FOR ® NL NIGHT LIGHT CIRCUIT.SURFACE MOUNT TO TO GWB AND ACT RELOCATION OR ADDITION OF HEADS.) WALL CEILING. POWER POLE HOLLOW METAL DOOR FRAME W/ BELOW JAMB ANCHOR-3PER JAMB O O O O O O O O ® 4'-0"STRIP FLUORESCENT LIGHT FIXTURE.SURFACE DOOR AS SCHEDULED MOUNT TO ACT AND GWB CEILING. z HEAD/JAMB DETAIL O 4'-0"STRIP FLUORESCENT LIGHT FIXTURE WITH LAMPS ONll O O O O EM EMERGENCY LIGHT CIRCUIT WITH BATTERY PACK.SURFACE A2 SCALE:1 1/2"=1'=0" o MOUNT TO TO GWB AND ACT CEILING. Y w SCD SCD SCD CD y y 31'-3"-2,372 SF 29'-8"-2,394 SF 26'-11"-2,166 SF 8'-0"AFF REFLECTED CEILING PLAN Q A SCALE:118"=V-0" �� FACE OF WALL MATCH EXIST CAP AP END NORTH _ 3112"R PLAN LINE OF ALUM FRAME BEYOND HOLLOW METAL DOOR AND NOTE: HANDRAIL MUST BE RRMM ALUMINUM STOREFRONT 1-p CAPABLE OF SUPPORTING 2J ARCHITECTS, PC FRAME AS SCHEDULED DOOR AS SCHEDULED 0 250 POUNDS 1317 Executive Blvd,Suile 200 METAL THRESHOLD SET BOTTOM DOOR SWEEP EXIST CONIC TILT-UP WALL Chesapeake,VA 23320 IN BED OF SEALANT (757)622-p8281 fax(757)622-6883 H/C ACCESSIBLE ALUMINUM SALES AREA THRESHOLD ATTACHED WI 1 1/2"0 STEEL HANDRAIL FLOOR FINISH AS SCREWS AT 12"OC AND SET IN ¢ k o 2 BED OF SEALANT o CAST MTL BRACKET AT =i SCHEDULED I CAST MTL BRACKET @ 48"OC MAX FLOOR FINISH AS SCHEDULED 48"OC MAX EXPANSION BOLTS \\ Yo ELEVATION 1. CONTRACTOR SHALL VERIFY CEILING IS BRACED PER THE ABOVE s SILL AT EGRESS DOOR 4 SILL AT STOREFRONT DOOR 5 HANDRAIL TERMINATION DETAIL 6 HANDRAIL DETAIL El DETAIL AND NOTIFY ARCHITECT IF VARIES. A2 SCALE:1"=l'-0" A2 SCALE:3"=V-0" A2 SCALE:1 1/2"=l'-0" A2 SCALE:3"=V-0" 2. SUSPENDED CEILING SYSTEM SHALL BE IN CONFORMANCE WITH 2012 INTERNATIONAL BUILDING CODE SECTION 808 AND ASCE/SEI 7 SECTION 13.5.6.2.2,ASTM C 635,ASTM C 636:GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES IN SEISMIC ZONES D,E OR F. GENERAL NOTES: 1) CONTRACTOR SHALL VERIFY CEILING IS BRACED PER THE ABOVE DETAIL AND NOTIFY ARCHITECT IF VARIES. 12 GA BRACING WIRE SPLAYED IN FOUR 2) SUSPENDED CEILING SYSTEM SHALL BE IN CONFORMANCE WITH DIRECTIONS 90°APART @ 12'-0"OC *'(20 GAGE)METAL STUD STRUT STARTING ASTM STANDARD C635 AND C636,ASCE 7 SECTION 13.5.6,AND CISCA. EACH WAY W/MIN 4 TIGHT TURNS IN 1 NOT MORE THAN 6'-0"FROM TWO ADJACENT CEILING NOTES: o 1/2"BOTH ENDS OF WIRE(TYR OF 4) WALLS&6-0"FROM SEISMIC SEPARATION 00 JOINT&12'-0"OC IN ALL DIRECTION,TYP. 1) HANGERS SHALL BE SADDLE TIED AROUND MAIN RUNNERS TO DEVELOP THE ap WITHIN 6'-0"OF WALL FULL STRENGTH OF THE HANGERS.LOWER ENDS OF FLAT HANGERS SHALL BE NOTE: � 12 GA VERT WIRE HANGERS @ 4'-0"OC BOLTED WITH 3/8"BOLTS TO RUNNER CHANNELS OR BENT TIGHTLY AROUND 1. CONTRACTOR SHALL INSTALL SEISMIC BRACING AS SHOWN.ANY DEVIATION FROM DESIGN TO'EQUAL'SYSTEM SHALL REQUIRE PRIOR APPROVAL OF J 0 ¢ w EACH WAY W/MIN 3 RUNNERS AND BOLTED TO THE MAIN PART OF THE HANGER. DOLLAR TREE CONSTRUCTION PM,ARCHITECT,AND CODE COMPLIANCE JURISDICTION.REQUEST FOR DEVIATION SHALL BE SUBMITTED IN FORM OF W o TIGHT TURNS IN 1 1/2" 2) ALL 8'-0"LONG STRIP SURFACE MOUNTED FIXTURES:PROVIDE 3 EA(12 GA) SHOP DRAWINGS WITH ALL ACCOMPANYING SPECIFICATION SHEETS.CONTRACTOR SHALL DETERMINE AND COMPLY WITH ALL REQUIRED BOTH ENDS OF WIRE. SUPPORT WIRES W/3 FULL WRAPS MIN PER FIXTURE.PROVIDE ONE WIRE AT INSPECTIONS AND APPROVAL OF CEILING SYSTEM APPLICATION. Z o WALL EACH END AND ONE AT THE CENTER OF EACH FIXTURE. T-BAR T-BAR 0 w 0.5 MAIN RUNNER 3 ALL T BAR AND FIXTURE SUPPORT WIRES WILL BE FURNISHED AND INSTALLED its. ) PERIMETER HANGER PERIMETER HANGER STRUT STRUT J BY THE GENERAL CONTRACTOR.THE ELECTRICAL CONTRACTOR SHALL PROVIDE WIRE WIRE Q z FINAL FIXTURE TIE CONNECTIONS AND GRID ATTACHMENTS AS INDICATED. g 6'4„MAX 6-0"MAX74 8"MAX. 8"MAX. p = z 8" 4'4'MAX 8" t 10° t 10° 8 8" L U hof WALL WALL 60 6� RIVET O W o w l WIRE HANGER TYP THIS SIDE z w S ATTACH SCREW ATTACH SCREW ONLY OO LL LL a ^" THROUGH EITHER TOP THROUGH EITHER TOP 6"FACIA \ o FASTENEROPENING o FASTENER OPENING MOLDING /\ CROSS TEES o 0 (OPTIONAL) o (OPTIONAL) m PERIMETER WALL MOLDING SHALL HAVE 3 MIN 2"HORIZ LEG AND BE SECURED TO o 0 0 0 0 0 0 0 0 0 0 0 0 CEILING PANELS eeeeeeevo-eeeee eee a epee e e e�---e e eee eeeee-0eeeeeeee 90. TYR WALL-SEE NOTES. l8" ACM7 WALL /8" ACM7 WALL 4" WALL MOLDING AT OPPOSITE WALL ATTACHMENT CLIP ATTACHMENT CLIP A PROVIDE HEAVY DUTY T-BAR SHALL HAVE 3/4"GAP AND FREE TO MAIN RUNNER MAIN RUNNER sheet 1 ATTACH SCREW ATTACH SCREW GRID SYSTEM SIMILAR TO SLIDE-SEE NOTES. ARMSTRONG PRELUDE XL, THROUGH EITHER SIDE THROUGH EITHER CHANNEL MOLDING " 2"(MAX)FROM BRACING ITEM 7301. 4) PERIMETER CLOSURE ANGLES(WALL MOLDING)ARE REQUIRED TO HAVE A FLOATING WALL" (OPTIONAL) "TIGHT WALL" SIDE(OPTIONAL) ACSE/SEI7 SECTION 13.5.6.2.2-A SEISMIC JOINT IS REQUIRED FOR AREAS WIRES TO CROSS RUNNERS HORIZONTAL FLANGE 2"WIDE.ONE END OF THE CEILING GRID SHALL BE EXCEEDING 2,500 S.F.MULTIPLE JOINTS MAY BE REQUIRED. /� ATTACHED TO THE WALL MOLDING,THE OTHER END SHALL BE 3/4"CLR FROM THE A 7 SUSPENDED CEILING DETAIL WWALL FREE TOALLS WIDTH POP RIVETDSE(THE GRID OR EQUAL).HALLBE ATTACHED AT TWO ADJACENT TYPICAL PERIMETER WALL MOLDING DETAIL TYPICAL SEISMIC SEPARATION JOINT A2 SCALE:318"=T-0" SCALE:3"=V-0" SCALE:3"=V-0" AREA OF EXTERIOR SIGNAGE-REFER TO SIGN MANUFACTURER'S DRAWINGS FOR DETAILS. — — — — — — — — — — — — — — — — — — NOTE: r PAINT FACADE PER COLORS NOTED:CONTACT SIGNS,LOCATION,NUMBER AND SIZE ARE NOT APPROVED UNDER THIS BUILDING PERMIT.A DOLLAR TREE CONSTRUCTION PM.PRIOR TO SEPARATE SIGN LOCATION PERMIT IS REQUIRED FOR EACH SIGN. 1 PAINTING. 1 L - - - - - - - - - - - - - - - - - - - - J PAINT: 1 SHERWIN WILLIAMS NOTES:CONTRACTOR SHALL REMOVE AND DISPOSE OF ANY AND ALL PREVIOUS TENANT'S EXTERIOR "ENVY"LRV 18% — — — — — — — SIGNAGE LEFT BEHIND.ALL EXISTING MATERIALS TO REMAIN WHICH ARE DAMAGED OR OTHERWISED #2032.10 DISTURBED BY REMOVAL OF PREVIOUS TENANT SIGNAGE SHALL BE PATCHED OR REPAIRED AND PAINTED TO MATCH EXISTING ADJACENT MATERIALS SO THAT THE REPAIR IS IMPERCEPTIBLE.CONTRACTORS SHALL TG TG NOT INCLUDE THIS SCOPE OF WORK IN THEIR BID AND WILL BE HANDLED VIA CHANGE ORDER AFTER SITE EVALUATION IS DONE BY WINNING BIDDER.CONTRACTOR SHALL FORWARD THE EVALUATION AND PRICE TG QUOTE TO THE CONSTRUCTION PM FOR APPROVAL PRIOR TO PERFORMING ANY AND ALL WORK. I EXIST ALUMINUM EXIST BOLLARD- PROVIDE NEW STOREFRONT A. 5'-2q" PROVIDE STOREFRONT c STOREFRONT SYSTEM AND PAINT SAFETY DOOR,TRANSOM,AND FRAMING AND GLAZING TO - GLAZING TO REMAIN. YELLOW(TYP OF 2) F THRESHOLD.INSTizi- ALL PER MATCH EXIST. A EXTERIOR ELEVATION A3 MANUFACTURER'S PUBLISHED 5"x 5"ENTRANCE ACCESSIBILITY A3 SCALE:1/4"=1'-0" STANDARDS. DECAL TENANT SUPPLIED.DECAL SHALL BE MOUNTED TO THE RIGHT OF THE MAIN ENTRANCE y 18" y STOREFRONT DOOR(DO NOT MOUNT NEXT TO EXIT DOORS). PAINT YELLOW. BALLOON CORRAL \\ \\ \\ IL m \ \ \ \ \ NOTE:IF HARD SURFACE N EMERGENC! Y - Ex 0- EXIST NEXT TO E \ \ STOREFRONT ENTRANCE DOOR,CONTRACTOR SHALL SUPPLY AND a m \ \ \ \ \ INSTALL BACKER FOR e o DECAL TO ADHERE TO LAND ATTACH TO HARD BASE ON WALL ALMOND FRP TO 4'-0"AFF BALLOON SLATWAI L TO 8'-0"AFF.PROVIDE 1X4 WOOD RFACE A: REQUIRED. SURFACES NOT COVERED BY ON AREAS NOT COVERED CENTER TRIM AT EDGES PAINTED WHITE. B INTERIOR ELEVATION GONDOLA UNITS(TYP). BY GONDOLA UNITS(TYP.) A - � � A3 SCALE va°=r-o° F ACCESSIBILITY DECAL AT STOREFRONT ENTRANCE A3 SCALE:1/2"=V-0" PAINT YELLOW. 1 TOP OF PERIMETER WALL WALL SURFACE AREAS NOT SIGNAGE.TENANT SUPPLIED, GONDOLA(TYP). COVERED BY GONDOLA UNITS RRMM _ Bo SHALL BE PAINTED YELLOW. ARCHITECTS, PC CONTRACTOR INSTALLED. 1317 Executive Chesapeake, Blvd,VA 23320 BRUSHED ALUMINUM COVER PLATE (757)622-28281fax(757)622-6883 / \ ON SALES AREA SIDE ONLY. ALMOND FRP TO 4'4'AFF 2X4 HORIZONTAL WD BLOCKING EXTENDS TO PROVIDE VINYL BASE ON WALLL / \ / \ ON AREAS NOT COVERED FARTHEST OUTER EDGE OF LAST GONDOLA SURFACES NOT COVERED BY w 0 / \ WALL GONDOLA.TENANT S.. k BY GONDOLA UNITS(TYP.) (REFER TO TENANT'S FIXTURE PLAN.) GONDOLA UNITS(TYP). c INTERIOR ELEVATION 0 ONLY oNLW SUPPLIED,CONTRACTOR co) caw: / \ INSTALLED. 3 A3 SCALE:1/4"=V-0" G w = ^ a A3 LL a \� // FRP PANEL TO4'-0"AFF. F 4 / — — — — — PAINT YELLOW. �_ o of d \ / or- 4"VINYL BASE. Z. WALL SURFACES COVERED BY I Q I TOP OF PERIMETER WALL WALL SURFACE AREAS NOT J 4 FREEZERS AND COOLERS SHALL GONDOLA(TYP). COVERED BY GONDOLA UNITS L 0"MI NOT BE PAINTED SHALL BE PAINTED YELLOW. OPEU \ \ I I �SALES/STOCKROOM DOOR ELEVATION i i \ A3 SCALE:1/2"=V-0" PROTECTIVE COVER PLATE-SEE — — — — PROVIDE VINYL BASE ON WALL 2X4 HORIZONTAL WD BLOCKING EXTENDS TO ALMOND FRP TO 4'-0"AFF nn n o DOOR NOTE 2,SHEET A4. SURFACON AREAS NOT COVERED 00 GONDOLA UNITS NOT CUP) (REFER TO TENANT'S FIXTURE PLAN.)COVERED BY OUTER GONDOLA BY GONDOLA UNITS(TYP.) u 00 (E)INTERIOR ELEVATION A3 SCALE:1/4"=1'-0" w Z Z 0 PAINTYELLOW. Q Z a o 0 = Oa TOP OF PERIMETER WALL WALL SURFACE AREAS NOT Z z 4 GONDOLA(TYP). COVERED BY GONDOLA UNITS Q 0 co SHALL BE PAINTED YELLOW. Of 0 z O O a w I Id 2X4 HORIZONTAL WD BLOCKING EXTENDS TO - FARTHEST OUTER EDGE OF LAST GONDOLA o E INTERIOR ELEVATION (REFER TO TENANTS FIXTURE PLAN.) A3 SCALE:1/4"=1'-0" sheet A3 FINISH SCHEDULE DOOR SCHEDULE SPACES FLOORS BASES WALLS CEILING NOTES DOORS DETAILS FIRHDW DOOR SALES ENTRY CARPET TILE 4"VINYL GWB-PAINT YELLOW/ ACT 1,2,4,5,6,9,11,12,14 # W H T MATERIAL HEAD JAMB SILL NOTES NOTES POLISHED CONIC FRP STOCKROOM CONCRETE 4"VINYL EXISTING 2,8,11 100 T-0" 6-8" 1 3/4" SOLID CORE WD 11A2 1/A2 100A 5 EMPLOYEE AREA CONCRETE - GWB I PLYWOOD 6,8,13 200 PR T-0" 7'-0" 1 3/4" HOLLOW METAL 11A2 1/A2 200B 2,5,7,11 SUSPENDED ACOUSTICAL SUSPENDED ACOUSTICAL OFFICE POLISHED CONC 4"VINYL GWB-PAINT WHITE 2,5,6,9,10,12 300 T-0" 6'-8" 1 314" SOLID CORE WD 11A2 11A2 300C 5,6 CEILING TILE-REFER TO CEILING TILE-REFER TO TOILET SHEET VINYL 6"SHEET VINYL FRP GWB 3,5,6,7,9,11 400 T-0" 7'4' 13/4" EXIST HOL METAL 400C 3,4,5,8 REFLECTED CEILING PLAN REFLECTED CEILING PLAN HALLWAY POLISHED CONIC 4"VINYL I GWB-PAINT WHITE I FRP ACT 2A6,11,12 1401, T-0" T-0" 1 314" HOLLOW METAL 21A2 2/A2 31A2 400C 4,5,8,10 FOR HEIGHT FOR HEIGHT 500 PR 3'-0" 7'-0" 1 3/4" EXIST AUTO SLIDING - 500D 1,12 PAINT YELLOW. FINISH NOTES 501 T-0" 1 T-0" 1 1 3I4" ISTOREFRONT 4/A2 I I 50OF 8,9,10 I SALES AREA 1. CARPET TILE:MANUFACTURED BY INTERFACE FLOORING 7. PAINT TOILET ROOM EXTERIOR WALLS WHITE. SYSTEMS AND TENANT SUPPLIED.INSTALL TILES QUARTER 8. EXIST CONCRETE FLOOR TO REMAIN.PATCH AND REPAIR AS DOOR NOTES HARDWARE NOTES NOTE:ATTACH GONDOLA FIXTURE TURNED AND PER TENANT'S CRITERIA. REQUIRED TO PROVIDE SMOOTH SURFACE. 1. PROVIDE A SIGN POSTED ON THE EGRESS HDW#100A PAINT YELLOW. UNITS PER MANUFACTURER'S ENTRY TILE:DECO RIB,STYLE#678609900. 9. SLATWALL TENANT SUPPLIED SHALL BE INSTALLED BY THE SIDE,ON OR ADJACENT TO THE DOOR 1 1/2 PAIR HINGES:STANDARD WEIGHT INSTRUCTIONS. CONTRACTOR SHALL PREPARE FLOOR SURFACE AND CONTRACTOR.ALL OTHER FINISHES SHALL BE PROVIDED AND STATING:"THIS DOOR TO REMAIN UNLOCKED 1 MECHANICAL PUSH BUTTON LOCKSET COORDINATE CARPET INSTALLATION WI CARPET INSTALLER. INSTALLED BY CONTRACTOR. 2. VINYL COVE BASE:COLOR-BLACK.(VINYL BASE ONLY ON 10. PROVIDE PREFORMED COUNTER WITH WHITE HIGH WHEN BUILDING IS OCCUPIED."THE SIGN WITH LEVER HANDLE I SHALL BE IN LETTERS 1"HIGH ON A 1 CLOSER SALES AREA I EXPOSED WALLS NOT COVERED BY GONDOLAS IN SALES PRESSURE LAMINATE FINISH.MOUNT TO WALLS.FILING CONTRASTING BACKGROUND. 1 FLOOR STOP AREA.) CABINETS PROVIDED BY TENANT.SEE ENLARGED OFFICE 2. NEW DOORS-SUPPLIED BY TENANT W/ HDW#200B VINYL COVE BASE TO BE LOCATED IN STOCKROOM AT PLAN AND OFFICE ELEVATION. PRE-INSTALLED BRUSHED ALUM COVER PLATE ON 3 PAIR HINGES:41/2"HEAVY WEIGHT, MOP SINK AND CABINET ONLY UON. 11. F R P(FIBERGLASS REINFORCED PANEL):IN TOILET ROOM SALES AREA SIDE OF THE DOOR. BALL BEARING PINS EXIST MASONRY WALL 3. SHEET VINYL:CLASSIC CORLON SERIES FROM FLOOR TO 8'-0"AFF SHALL BE WHITE"COLOR(IN 2 CLOSERS WITH HOLD OPEN WOOD STUD AND GWB PARTITION- MANUFACTURED BY ARMSTRONG-CONNECTION STOCKROOM BEHIND MOP SINK ONLY,IN HALLWAY BEHIND 3. DOOR,FRAME AND HINGES ARE EXISTING. 2 PULL HANDLES(ON STOCKROOM SIDE) GWB ON METAL FURRING- WALL CONSTRUCTION TYPE: CORLON"PORCELAIN"#88724 OR EQUAL. DRINKING FOUNTAIN ONLY.)FRP ON SALES FLOOR(WHERE PROVIDE AND INSTALL ANY MISSING ITEMS OF 1 THRESHOLD(114"MAXIMUM HEIGHT) WALL CONSTRUCTION TYPES: SHEET VINYL BASE:BY INTREGAL,3/8"RADIUS,6"HIGH NOTED ON PLANS/ELEVATIONS)SHALL BE ALMOND COLOR HARDWARE PER HARDWARE NOTES. HDW#300C 3 EXTERIOR DEMISING WALL:EXISTING COVED BASE W/COVE STICK AND EXTRUDED ALUMINUM CAP WITH"J"CHANNEL TRIM CAP AND"H"CHANNEL PANEL 4 PROVIDE ONE PEEP HOLE TO VIEW OUT. 1 1/2 PAIR HINGES:STANDARD WEIGHT TENANT DEMISING WALL: WOOD STUD AND GWB: PATCH AND CONNECTORS. (ONE) EXISTING MASONRY WALL WITH TRIM. MOUNT @ 4'-3"AFF. 1 PRIVACY SET WITH LEVER HANDLE METAL FURRING AND GWB. REPAIR TO LIKE NEW CONDITION. 4. PROVIDE 2'-0"X 4'-0"CEILING TILE EQUAL TO ARMSTRONG 12. POLISHED CONCRETE FLOOR ON SALES FLOOR AND OFFICE. 5. PAINT DOOR AND FRAME W/WHITE 1 CLOSER c PATCH AND REPAIR AS CORTEGA"MINABOARD#769,WHITE,IN A WHITE METAL POLISHED CONCRETE FLOOR BY TENANTS VENDOR. SEMI-GLOSS ENAMEL PAINT. (FLOORIWALL STOP IF SHIPPED WITH - REQUIRED. GRID.(IN AREAS WITH SIGNIFICANT AIR PRESSURE COORDINATE WITH TENANT. 6 INSTALL TENANT SUPPLIED SIGNAGE PER HARDWARE) DIFFERENTIALS PROVIDE RETENTION CLIPS TO RETAIN 13. PAINT EMPLOYEE AREA WALLS TO 4'-0"AFF"FOREST DETAIL A/A1.1. HDW#400C PANELS IN PLACE.)SEE SEISMIC DETAIL 71A2. GREEN". 7. REINFORCE JAMBS WITH WOOD BLOCKING. 1 1/2 PAIR HINGES:STANDARD WEIGHT, 5. SLATWALL:314"SLATWALL WITH WHITE MELAMINE FINISH.SEE 14. SALES AREA TO RECEIVE LEVEL 5 FINISH.PROVIDE FINISH TO 8, CONTRACTOR TO PROVIDE AND INSTALL DOOR NOW REMOVABLE PINS MANUFACTURER'S DRAWINGS FOR INSTALLATION DETAILS. V-0"BEHIND FREEZER I COOLER AND GONDOLA.TO FF SWEEP ON ALL EXTERIOR DOORS TO PREVENT 1 NON-ALARMED,NON-KEYED PANIC BAR 6. PAINT COLORS ARE AS FOLLOWS: EVERYWHERE ELSE.CONTRACTOR SHALL ALLOW 72 HOUR WATER WIND AND DEBRIS INFILTRATION DEVICE:WITH STAND ALONE ALARM , . CURE TIME. REFER TO DOOR ALARM MOUNTING NOTE:REFER TO TYPICAL FIXTURE 9. PROVIDE STOREFRONT DOOR,TRANSOM AND a ATTACHMENT DETAIL WHITE- SHERWIN WILLIAMS PRO 200 LATEX THRESHOLD TO MATCH EXIST.PROVIDE SHOP DETAIL. SEMI-GLOSS WHITE W/B-1 PER GALLON. DRAWINGS TO LANDLORD FOR APPROVAL 1 CLOSER WITH STOP ARM YELLOW- BENJAMIN MOORS PRODUCT 274 PRIOR TO INSTALLATION. 1 PEEP HOLE 1 ALUM THRESHOLD(1/2"MAX HEIGHT) "LEMON SORBET'#2019-60 10.PROVIDE SIGNAGE THAT READS"EMERGENCY (EGGSHELL FINISH) 1 SWEEP TENANT'S FLOOR FINISH FOREST GREEN- BENJAMIN MOORE PRODUCT 274 EXIT ONLY." 1 WEATHER STRIP y TENANT'S FLOOR FINISH "FOREST GREEN"#2047-10(EGGSHELL 11.PROVIDE SIGNAGE THAT READS"EMPLOYEES 1 RAIN DRIP Y N FINISH) ONLY." HDW#500D to 12.EXISTING AUTOMATIC SLIDING DOORS-PROVIDE EXISTING AUTOMATIC SLIDING DOOR. ANY MISSING HARDWARE.CONTRACTOR TO CONTRACTOR TO VERIFY GOOD WORKING m N ti VERIFY DOOR IS IN GOOD WORKING ORDER. ORDER.NOTIFY TENANT PRIOR TO MAKING c EXISTING SLAB EXISTING SLAB ANY NECESSARY REPAIRS. e = A 2 X PT WOOD SILL NOTE:DOOR SHALL OPEN UPON GENERAL HARDWARE NOTES: APPROACH OF PERSON.IN EVENT OF WALL SECTION - WALL SECTION - 1. THRESHOLDS AT EGRESS DOORS SHALL BE NO POWER FAILURE,DOOR SHALL BE ENED MANUALLY CONSTRUCTION TYPE: 2 2 CONSTRUCTION TYPE: 3 MORE THAN 1/2"(MAX)HEIGHT AFF. CAPABLE OFOR EING POAFULLOPEN AND SWING OR SLIDE TO A FULL OPEN „ s A4 SCALE:1"=V-0" A4 SCALE:1"=V-0" 2. ALL DOOR HANDLES,PULLS,LATCHES,LOCKS POSITION WHEN LATCH SIDE OF DOOR IS EXIST DECK AND OTHER OPERATING DEVICES SHALL BE SUBJECTED TO 5 LBS(22.2 N)FORCE. EXIST DECK EXIST INSTALLED 34"(MIN)TO 48"(MAX)AFF AND SHALL DOOR SHALL ALSO COMPLY FULLY WITH E FRAMING @ 24"OC BE"SINGLE-HANDED"OPERABLE WITHOUT USE OF ANSI/BHMA A156.10. (WHERE APPLICABLE) HDW#50OF PROVIDE 2x BLOCKING @ 24"OC(OR KEY OR SPECIAL KNOWLEDGE. HINGES PER STOREFRONT MANUFACTURER EXIST 2x FRAMING @ 24"OC) PROVIDE 2x BLOCKING @ 24"OC(OR 3. WHERE EGRESS DOORS ARE USED IN PAIRS,THE (BY GENERAL CONTRACTOR) EXIST 2x FRAMING @ 24"OC EXIST 2x FRAMING @ 24"OC) 1 CLOSER WITH STOP ARM AND DROP PLATE o � I UNLATCHING OF THE LEAF SHALL NOT REQUIRE (WHERE APPLICABLE) v w PROVIDE 2x BLOCKING MORE THAN ONE(1)OPERATION AS MENTIONED 1 NON-ALARMED,NON-KEYED PANIC DEVICE WITH 2 ¢m IN GENERAL HARDWARE NOTE#2 ABOVE. DROP PLATES WITH STAND ALONE ALARM- c7 a¢ A (3)#10x2"SCREWS @ Z-O"OC(TYP) PROVIDE 2x BLOCKING w < REFER TO DOOR ALARM MOUNTING DETAIL RRMM w w PROVIDE#8 WAFERHEAD FRAMING (3)#10x2"SCREWS @ 2'-0"OC(TYP) �' 4. CONTROLS AND OPERATING MECHANISMS SHALL 1 SIGN THAT READS"EMERGENCY EXIT ONLY- qa_ SCREWS EA SIDE BE LEVER-TYPE(OR EQUAL)PROVIDING ALARM WILL SOUND WHEN OPENED." PROVIDE#8 WAFERHEAD FRAMING m PROVIDE(20 GAGE)21/2"LEG STANDARD ARCHITECTS, P C SCREWS EA SIDE OPERATION WITH ONE HAND AND NOT REQUIRE "$LP-TRK"(SLOTTED)TOP TRACK FOR 1" Ch Executive Blvd, 23 200 PROVIDE(20 GAGE)21/2"LEG STANDARD DEFLECTION. TIGHT GRASPING,PINCHING,OR TWISTING OF Chesappeake,VA 23320 "SLP-TRK"(SLOTTED)TOP TRACK FOR 1" z 1 3 5/8"(20 GAGE)CONT BRACING STUD WI THE WRIST. (757)622-28281 fax(757)622-6883 DEFLECTION. ¢m I I (2)#8 SMS @EACH STUD(SEE TABLE FOR 5. THE FORCE REQUIRED TO ACTIVATE CONTROLS 3 5/8"(20 GAGE)CONT BRACING STUD W/(2)#8 w W REQUIRED LOCATIONS) OF INTERIOR HINGED DOORS SHALL BE NO SMS @EACH STUD(SEE TABLE FOR v w GREATER THAN 5 POUNDS 22.2 N. k N 2 20 GA METAL STUD BLOCKS PER STUD STUD BRACE BRACING ( ) REQUIRED LOCATIONS) �- () � S} m INDIVIDUAL BRACING STUD(ONE @ EA END) SPAN GAGE SPACING LOCATION (2)20 GA METAL STUD BLOCKS PER WI(3)#8 SMS FROM STUD&(3)#8 SMS FROM SECTION 6. DOORS EQUIPPED WITH CLOSERS SHALL BE g INDIVIDUAL BRACING STUD(ONE @ EA END) GYPBOARD(6 TOTAL PER BLOCK)-LOCATE NO BRACING ADJUSTED SO THAT THE SWEEP PERIOD FROM z o SUSPENDED ACOUSTICAL WI 3#8 SMS FROM STUD&3#8 SMS FROM 1 1 18' 20(600S125.33) B AN OPEN POSITION OF 70 DEGREES WILL TAKE c () () BLOCKS AT EACH SIDE OF SPLICE. REQUIRED CEILING TILE-REFER TO GYPBOARD(6 TOTAL PER BLOCK)-LOCATE I O I AT LEAST 3 SECONDS TO MOVE TO A POINT 3" Q 11 REFLECTED CEILING PLAN BLOCKS AT EACH SIDE OF SPLICE. I I SUSPENDED ACOUSTICAL CEILING TILE- 22' 20(600S125-33) 5'OC(MAX) C FROM THE LATCH,MEASURED FROM THE FOR HEIGHT REFER TO REFLECTED CEILING PLAN FOR 24'-6" 20 600S125-33 4'-2"OC(MAX) D LEADING EDGE OF THE DOOR. SUSPENDED ACOUSTICAL CEILING TILE- STOCKROOM HEIGHT ( ) PAINT YELLOW. REFER TO REFLECTED CEILING PLAN 30'-0' 18(600S125-43) T-7"OC(MAX) E SALES AREA Q 1 FOR HEIGHT(SALES AREA SIDE ONLY) PAINT YELLOW. STUDS MUST MEET MINUMIM SSMA SPECIFICATIONS FOR ATTACHED WITH 2-#12 () SALES AREA 600S125 Fy-- 33 KSI STUDS OF THE SPECIFIED GAGE. TEK SCREWS AT EACH STUD. NOTE:ATTACH GONDOLA FIXTURE I 3 5/8"(20 GAGE)METAL STUD JOIST WITH UNITS PER MANUFACTURER'S I � I NOTE:ATTACH GONDOLA FIXTURE -- -- ---- INSTRUCTIONS. ONE LAYER 5/8"GWB WITH AND A UNITS PER MANUFACTURER'S 1 0 1 DEFLECTION OF U360 AND A MAX.LOAD OF 5 INSTRUCTIONS. c7 w PSF. o w TOP OF JOIST BEYOND(WHERE OCCURS) w PAINT Q 4 c `? YELLOW I I I o M o 8'0" 8'-0" o 00 N N d METAL STUD AND GWB PARTITION- AT HALLWAY METAL STUD AND GWB PARTITION-WALL z w w AT TOILET LOCATION a z z z WALL CONSTRUCTION TYPE: LOCATION �' CONSTRUCTION TYPE: o N w w o �u�' ®TENANT DEMISING WALL:EXISTING _7-V7 N o o METAL STUDS AND FIRECODE GWB. LU 2'X4'ACCOUSTICAL CEILING TILES 6 PARTITION WALL:6"(20 GA)METAL STUDS N z PATCH AND REPAIR AS REQUIRED TO AND GRID INSTALL PER MANUF SPECS. @ 16"OC WITH ONE LAYER 5/8"GWB EACH 4 4 Z MAINTAIN FIRE RATING PER CODE. SALES 1 REFER TO REFLECTED CEILING PLAN SIDE TO ROOF DECK ON SALES AREA SIDE O w AND T012-0 AFF ON STOCKROOM SIDE. 0 STOCKROOM B C D E 3 a w METAL STUD AND GWB PARTITION-WALL 0- 'o z CONSTRUCTION TYPE: BRACING LOCATION SECTION oD 0 1 � o = w o � � 5 SCALE:NITS LL ¢ o PARTITION WALL:6"(20 GA)METAL STUDS @ i6"OC WITH ONE z rY LAYER 5I8"GWB EACH SIDE TO ROOF DECK ON SALES/ 6"METAL STUDS @ 16"OC(SEE TABLE FOR 26 ui I � I 3 518"X 20 GAGE CONT BRACING STUD MORE INFORMATION � LJJ w STOCKROOM SIDE AND TO FINISHED CEILING ON TOILET ROOM/ I I ) O � � o I � I HALLWAY SIDE. W/2#8 SMS EA STUD SEE TABLE () @ ( (2)20 GAMETAL STUD BLOCKS PER 0 z w FOR REQUIRED BRACING STUD O O J = LOCATIONS) INDIVIDUAL BRACING STUD(ONE @ EA END) LL- (20 GA)SILL TRACK W/"HILTI"SHOT W/(3)#8 SMS FROM STUD&(3)#8 SMS FROM ¢ HILTI X-U(.157"0)SHOT PINS W/1 114" PIN"DN"SERIES#X-DNI EMBED 1 1/4" 2"STUD WEB GYPBOARD 6 TOTAL PER BLOCK)-LOCATE EMBED INTO THE SLAB @ 4'OC&4"OFF I � I X.145"DIA @ 16"OC(OR EQUAL) LAP,TYP BLOCKS AT EACH SIDE OF SPLICE. EACH END OF THE INDIVIDUAL PIECE OF 3 I � I TENANTS FLOOR FINISH TRACK,TYP. TENANT'S FLOOR FINISH TENANTS FLOOR FINISH I - -- - ------ -- ---- -- *-- --- _ r----------- _ .r---- ----- sheet - - - ------ - - ----- -- -- EXISTING SLAB EXISTING SLAB EXISTING SLAB (3)#12 SMS,TYP A4 WALL SECTION - WALL SECTION - WALL SECTION - INDIVIDUALMS,T351B"X20GAGEBRACINGSTUD 3 CONSTRUCTION TYPE: 4 4 CONSTRUCTION TYPE: 5 5 CONSTRUCTION TYPE: 6 DETAIL A A4 SCALE:V=V-0" A4 SCALE:1"=V-0" A4 SCALE:1"=V-0" SCALE:1"=V-0" SHOP DRAWINGS ARE REQUIRED FOR THE FOLLOWING ITEMS. SUBMIT AT LEAST 1. THIS BUILDING HAS BEEN DESIGNED TO SUSTAIN,WITHIN THE UMITATIONS SPECIFIED 1. THIS SECTION APPLIES TO THE STRUCTURAL PORTIONS OF THE PROJECT REQUIRING C) CONCRETE CONSTRUCTION PER IBC 1705.3 1.DETAILS AND DIMENSIONS OF CONSTRUCTION SHALL BE VERIFIED AT THE SITE BY THE STANDARD NOTES AND DETAILS 1 (1)SET OF PRINTS FOR ENGINEERS RECORDS(1)SET OF PRINTS TO BE CHECKED IN THE 2009 INTERNATIONAL BUILDING CODE(IBC),ALL DEAD LOADS AND OTHER SPECIAL INSPECTION.THE SPECIAL INSPECTOR'S DUTIES ARE AS DESCRIBED IN (NOT APPLICABLE TO ISOLATED SPREAD FOOTINGS YES N/A CONTRACTOR AND ANY DISCREPANCY BETWEEN THE PLANS AND THE INTENT OF THE S1.1 -STANDARD NOTES AND DETAILS BY ENGINEER&THEN REPRODUCED BY THE CONTRACTOR AND CALCULATIONS APPUCABLE LOADS SPECIFIED IN CHAPTER 16 OR ELSEWHERE IN THE IBC. IBC 1704 OR NON-STRUCTURAL SLABS ON GROUND)......................... .- ■ ❑ PROJECT SHALL BE PROMPTLY REPORTED TO THE ENGINEER BEFORE CONSTRUCTION OR ' (IF APPLICABLE)FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 2.ALL ALLOWABLE STRESSES AND SOIL-BEARING VALUES SPECIFIED IN THE IBC FOR DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: S1.3 1-.STANDARD NOTES AND DETAILS FABRICATION BEGINS. DO NOT SCALE DRAWINGS. V y WORKING STRESS DESIGN HAVE BEEN INCREASED ONE THIRD WHEN CONSIDERING 51.3 STANDARD NOTES AND DETAILS Z a)CONCRETE REINFORCING BARS a) THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL REFERENCED 2.ALL IDEAS,DESIGNS,ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS - b)CONCRETE MIX DESIGN WIND OR EARTHQUAKE FORCES EITHER ACTING ALONE OR WHEN COMBINED WITH VERIFICATION AND INSPECTION colNnrvuous PERIODIC � DEMONSTRATE COMPETENCE,TO THE SATISFACTION OF THE BUILDING OFFICIAL STANDARD' ■ VERTICAL LOADS.NO INCREASE HAS BEEN TAKEN FOR VERTICAL LOADS ACTING AND THE ENGINEER OF RECORD FOR INSPECTION OF THE PARTICULAR TYPE DRAWING ARE OWNED BY AND THE PROPERTY OF BRAD YOUNG&ASSOCIATES,INC.(BYA), PLANS I,y c)STRUCTURAL STEEL ALONE. OF CONSTRUCTION OR OPERATIONS REQUIRING SPECIAL INSPECTIONS. 1.INSPECTION OF REINFORCING AND WERE CREATED,EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH S2.1 FOUNDATION PLAN y �/ d GROUT MIX DESIGN 3. EACH COMPONENT HAS BEEN DESIGNED TO RESIST THE MOST CRITICAL EFFECT STEEL,wau0wc THE SPECIFIED PROJECT ONLY.NONE OF SUCH IDEAS,DESIGNS,ARRANGEMENTS OR PLANS S2.2 .... ROOF PLAN b)THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR X ACI 318:3.5,7.1-7.7 ❑ ■ SHALL BE USED BY OR DISCLOSED TO ANY PERSON,FIRM OR CORPORATION FOR ANY II W RESULTING FROM ALL APPLICABLE LOAD COMBINATIONS REQUIRED BY THE IBC PRESTRESSING TENDONS, CONFORMANCE WITH THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. AND PLACEMENT. PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BYA,FILING THESE FRAMING DETAILS a I 4. GRAVITY LOADS: (THESE ARE THE GENERAL DESIGN LOADS.THEY MAY BE c) COPIES OF TEST RESULTS AND FINAL REPORTS SHALL BE FURNISHED TO DIFFERENT IN LOCALIZED AREAS.) THIS ENGINEER IN ADDITION TO OTHER NORMAL DISTRIBUTIONS WITHIN 2.INSPECTION OF REINFORCING DRAWINGS WITH ANY PUBLIC AGENCY IS NOT PUBLICATION OF SAME.REUSE, 53.1 FRAMING DETAILS STEEL WELDING w AWS 01.4 REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. n, a)DEAD LOADS: ONE WEEK OF THE TEST OR INSPECTION. ACCORDANCE WITH TABLE ACI 318:3.5.2 ❑ ■ TITLE TO THESE PLANS REMAINS WITH THE BRAD YOUNG&ASSOCIATES,INC.AND VISUAL V . ROOF DEAD LOAD =20 PSF d) ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF 170a.3.ITEM 51 CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF 0 j T ROOF POPUP/ THE CONTRACTOR FOR CORRECTION.THEN IF UNCORRECTED TO THE THESE RESTRICTIONS. MANSARD DEAD LOAD: =N/A ENGINEER OF RECORD AND TO THE BUILDING OFFICIAL. 3.INSTALLEDry BOLTS To BE 0) m FLOOR DEAD LOAD =N/A INSTALLED w CONCRETE 3.ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF LOCAL,COUNTY,STATE,OR METAL STUD WALL D.L =N/A e)THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING PRIOR TO AND DURING X ❑ ■ FEDERAL AGENCIES HAVING JURISDICTION. BRAD YOUNG&ASSOCIATES,INC.ASSUMES NO W ,o WOOD STUD WALL =N/A WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS TO THE BEST PLACEMENT OF CONCRETE RESPONSIBILITY FOR SUPERVISION OF CONSTRUCTION OR PROPER EXECUTION SS THE a F. 2. ALLOW TEN(10)WORKING DAYS FOR SHOP DRAWINGS REVIEW COMMENCING THE OF THE INSPECTOR'S KNOWLEDGE,IN CONFORMANCE WITH THE APPROVED WHERE ALLOWABLE LOADS c°° HAVE BEEN INCREASED. WORK SHOWN ON THESE DRAWINGS.SAFETY METHODS AND TECHNIQUES ARE THE SOLE 4 NEXT WORKING DAY AFTER RECEIPT. PLEASE PLAN YOUR SCHEDULE ACCORDINGLY. b)LINE LOADS: PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS RESPONSIBILITY OF THE CONTRACTOR.ANY DEVIATIONS OR UNAUTHORIZED CHANGES TO .w ROOF LIVE LOAD =20 PSF(REDUCIBLE) OF THE I.B.C. a.VERIFY USE of REQUIRED ACI 318: THESE DRAWINGS ARE NOT THE RESPONSIBILITY OF BRAD YOUNG&ASSOCIATES,INC. 3 THENO SHOP OPART ODRAWINGS.F THE N3 SHOP DRAWINGS CT DOCUMENTSONTAIN NG DETAILS,S CE TO BE E ONS ORD AS RPLANS T OFRMANSARDOOF PLIVE UP LOAD: =N/A 2.ALL TEST AND INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT TESTING AND DESIGN MIX. X cH.as.z-s.4 ■ ❑ DEVIATIONS FROM THE ORIGINAL DRAWINGS MUST BE APPROVED IN WRITING PRIOR TO 0 4 <'o PHOTO COPIED FROM THE CONTRACT DOCUMENTS WILL BE REJECTED. INSPECTION AGENCY EMPLOYED BY THE OWNER OR ARCHITECT AND NOT THE CONSTRUCTION.IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER Z W Z FLOOR OFFICE =N/A CONTRACTOR PER IBC SECTION 109,APPENDIX GAP CHAPTER,JOB SITE VISITS BY 5.AT THE TIME FRESH ] >% PARTITION LOAD =N/A CONCRETE IS SAMPLED To OF THE PROGRESS OF THE PROJECT TO FACILITATE OUR ON-SITE VISITS TO ANSWER 0 d C n 4. BEFORE SUBMITTING A SHOP DRAWING OR ANY RELATED MATERIAL TO THIS ENGINEER. THE ENGINEER OF RECORD DOES NOT CONSTITUTE A SPECIAL INSPECTION. QUESTIONS AND VIEW THE PROGRESS AND QUALITY OF WORK IF REQUIRED. 0 " m THE CONTRACTOR SHALL; REVIEW EACH SUCH SUBMISSION FOR CONFORMANCE WITH FLOOR LIGHT = 100 PSF FABRIcgTE SPECIMENS FOR ASTM C 172 STRUCTURAL DRAWINGS INDEX a m THE MEANS, METHODS,TECHNIQUES,SEQUENCES.AND OPERATIONS OF CONSTRUCTION, 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE TEST AND INSPECTION STRENGTH TESTS,PERFORM ASTM c 3t FLOOR LIEN STORAGE =N/A X ❑ ■ 4.THE CONTRACTOR SHALL NOTIFY OUR OFFICE 48 HOURS PRIOR TO THE FOLLOWING FLOOR HEAVY STORAGE =N/A FIRM WITH A SCHEDULE TO FACILITATE THE PROPER COORDINATION OF WORK. SLUMP AND AIR CONTENT ACI 318:5.6,5.8 PHASES OF CONSTRUCTION +ONLY IF THESE PLANS OR ANY OTHER AUTHORITY U! AND SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO,ALL OF WHICH ARE TESTS,AND DETERMINE THE ] �U 6i THE SOLE RESPONSIBILITY OF THE CONTRACTOR;AND APPROVE EACH SUCH FLOOR RESIDENTIAL BASIC 4. PORTIONS OF WORK REQUIRING SPECIAL INSPECTION: TEMPERATURE of THE SPECIFICALLY REQUIRES THE ENGINEER OF RECORD TO MAKE A JOB INSPECTION. a a vi ai DECKS, &STORAGE =N/A CONCRETE. A.B. ANCHOR BOLT ELEV. ELEVATION N0.or NUMBER 0 SUBMISSION BEFORE SUBMITTING IT.THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY A) SOIL AND FOUNDATION: a)FOUNDATION POURS • rj',Z; CHANGES OR DELAYS CAUSED BY PREMATURELY SUBMITTING SHOP DRAWINGS.THIS FLOOR RESIDENTIAL a) SOIL CONDITIONS, FILL PLACEMENT AND LOAD-BEARING YES N/A 6.INSPECTION OF corvcRETE b AFTER THE ERECTION OF THE SUPERSTRUCTURE AND PRIOR F' 00 ENGINEERS SHOP DRAWINGS REVIEW AND STAMP DOES NOT ALLEVIATE THE CONTRACTORS EXTERIOR BALCONIES =N/A ) ADJ. ADJUSTABLE FOR ENGINEER OF RECORD O.C. ON CENTER `a d Z' REQUIREMENTS PER IBC 1705.E......................................■ ❑ AND PROPEREAP PLACEMENT ACI 318:5.9,5.10 TO CLOSING-IN OF ANY PHASE. ' ABV. ABOVE m N m U P, RESPONSIBILITY TO RENEW THE SAME SHOP DRAWINGS.THIS ENGINEER SHALL c)SNOW LOADS: FOR PROPER APPLICATION X ❑ ■ ENGR. ENGINEER OPNG. OPENING ASSUME THAT NO SHOP DRAWING OR RELATED SUBMITTAL COMPRISES AN INTENTIONAL GROUND SNOW LOAD,Pg =25 PSF CONTINUOUS PERIODICALLY TECHNIQUES. 5.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF A.C.I. AMERICAN EQ. EQUAL OPP. OPPOSITE VARIATION UNLESS CONTRACTOR ADVISES THIS ENGINEER OTHERWISE IN WRITING ROOF SNOW LOAD,Ps =25 PSF VERIFICATION AND INSPECTION TASK DURING TASK DURING ALL DIMENSIONS,GRADES,AND OTHER CONDITIONS,AND SHALL CORRELATE AT CONCRETE EQUIP. EQUIPMENT O.D. OUTSIDE DIA. WHICH IS THEN ACKNOWLEDGED BY THIS ENGINEER IN WRITING. LISTED TA SK LISTED 7.INSPECTION FOR THE JOB SITE ALL SUCH ITEMS.GENERAL CONTRACTOR SHALL REPORT ANY INSTITUTE ES EDGE SCREW OR PL PLATE 5.WIND LOADS: MAINTENANCE OF SPECIFIED X ACI 318:5.11.5.13 AI.S.C. AMERICAN EACH SIDE PENNY(d) NAILS g SHOP DRAWINGS a)BASIC WIND SPEED(3-SECOND ULTIMATE GUST),V=85 mph 1 AD RIFY EQUATE MATERIAL I L BELOW THE TINGNRBHARwG X ■ ❑ TECHNIQUES.URITMERATURE AND ■ ❑ DISCREPANCIES TO THE ENGINEER FOR CLARIFICATION AND CORRECTION PRIOR TO INSTITUTE OF EXIST(E) EXISTING PLYWD. PLYWOOD b)RISK CATEGORY II CAPACITY BEGINNING ANY WORK. STEEL CONSTR. EXP. EXPANSION P.S.F. POUNDS PER - c)EXPOSURE C S.INSPECTION OF PRESTRESSED 6.ALL STRUCTURAL MEMBERS SHOWN ON THE PLANS ARE DESIGNED AS IN THEIR FINAL A.S.T.M. AMERICAN SOCIETY FlN. FINISH SQUARE FOCI GN005 2.VERIFY EXCAVATIONS ARE EXTENDED TO CONCRETE: LOCATION.BRAD YOUNG&ASSOCIATES,INC.HAS NOT PERFORMED CONSTRUCTION P.S.I. POUNDS PER d)INTERNAL PRESSURE COEFFICIENT,GC PL.= t 0.18 PROPER DEPTH AND HAVE REACHED PROPER X ■ ❑ a gppLICATION of ENGINEERING SHORING CALCULATIONS OR ENGINEERING NECESSARY TO PLACE ANY FOR TESTING F.N. FIELD NAILING 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SITE SAFETY.THE FOLLOWING MATERIAL ) X ( ) SQUARE INCH REQUIREMENTS ARE NOT INTENDED TO BE A COMPLETE LIST,BUT ARE ADDITIONAL PRESTRESSED FORCES. &MATERIALS FM FACE MOUNT ACI 318: 18.20 STRUCTURAL MEMBERS IN THEIR FINAL LOCATION(ERECTION CALCULATIONS). PRESS. PRESSURE SAFETY REQUIREMENTS FOR THE CONTRACTOR.OBSERVATION VISITS TO THE SITE BY 6. SEISMIC LOAD: 3.PERFORM CLASSIFICATION AND TESTING OF b)GROUTING OF BONDED ACI 318: 18.18.a ❑ ■ APA AMERICAN PLYWOOD FLIT. FLOOR R. RADIUS THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE FOLLOWING ITEMS a IMPORTANT FACTOR, I= 1.0 CONTROLLED FILLED MATERIALS. PRESTRESSED TENDONS IN X 7.DETAILS AND NOTES ON TYPICAL SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN ASSOCIATION FTF FLOOR TO FLOOR X ❑ ■ THE OTHERWISE.DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME ARCH. ARCHITECT URAL FTG. FOOTING REINF. REINFORCING b)SPECTRAL RESPONSE ACCELERATIONS, Ss= 1.044 SEISMIC-FORCE-RESISTING NATURE AS SHOWN FOR SIMILAR CONDITIONS.TYPICAL DETAILS ARE AT NO SCALE. ( ) FIN. FOUNDATION READ. REQUIRED 2. THE STRUCTURE SHOWN IN THESE DRAWINGS IS STRUCTURALLY SOUND ONLY IN ITS SI =0.355 a.VERIFY EXCAVATIONS ARE EXTENDED To SYSTEM AWS AMERICAN WELDING FRMG. FRAMING RM. ROOM COMPLETE FORM,.THE DESIGN ADEQUACY AND SAFETY OR ERECTION BRACING,SHORING PROPER DEPTH AND HAVE REACHED PROPER X ❑ ■ SOCIETY SCHED. SCHEDULE MgrERIAL 9.ERECTION OF PRECAST 8.DO NOT SCALE STRUCTURAL DRAWINGS.IF DIMENSIONS OR DETAIL ARE NOT CLEAR,OR GA GAUGE TEMPORARY SUPPORTS,ETC.IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR,AND c)SITE CLASS D CONCRETE MEMBERS X ACI 318:CH. 16 ❑ ■ DISCREPANCIES EXIST ON THE DRAWINGS OR SPECIFICATIONS,CONTACT THE ENGINEER. BD. BOARD GALV. GALVANIZED SHTG. SHEATHING HAS NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER.THE CONTRACTOR IS d SPECTRAL RESPONSE COEFFICIENTS, S =0.753 5.PRIOR TO PLACEMENT OF CONTROLLED FILLED, BF. BRACED FRAME SHT. SHEET GF GOOD FOR RESPONSIBLE FOR THE STABILITY H THE STRUCTURE PRIOR TO THE APPLICATION OF Sal =0.400 OBSERVE SPREPARE AND VERIFY THAT SITE X ❑ ■ 10.VERIFICATION ON IN-SITU 9.SEE MECHANICAL,ELECTRICAL,AND/OR ARCHITECTURAL DRAWINGS FOR LOCATION AND BILK. BLOCK G.L.B. GLUE LAM BEAM SLV SIMILAR ALL WALLS AND ROOF&FLOOR SHEATHING.HE SHALL PROVIDE THE NECESSARY HAS BEEN PREPARED PROPERLY. SIZE OF PIPES,CONDUITS,FLOOR DRAINS,VENTS,DUCTS,DRAIN LEADERS AND BLKG. BLOCKING SLV SHORT LEG 0 BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE AFORE- e)SEISMIC DESIGN CATEGORY D CONCRETE STRENGTH PRIOR GRD. GRADE MENTIONED MATERIALS. f) SEISMIC-FORCE-RESISTING SYSTEM, R =N/A YES N A TO STRESSING OF TENDONS OTHER SIMILAR OPENINGS NOT INDICATED ON THE STRUCTURAL DRAWINGS. BOT. BOTTOM H.D. HOEDOWN VERTICAL b) INSTALLATION AND TESTING O..PILE FOUNDATIONS / IN PRIOR TO CONCRETE X ACI 318:6.2 BM. * BUILDING SPEC. SPECIFICATION .°- n° =N/A PER IBC 1705.7 ...❑ ■ AND PRIOR TO REMOVAL OF ❑ ■ 10.SEE MECHANICAL,ELECTRICAL ANDELL ARCHITECTURAL DRAWINGS FOR EMBEDMENT OF HGR. HANGER STGR. STAGGER 3. AN ERECTION PLAN IS REQUIRED FOR MOST CONSTRUCTION PHASES.CONTRACTOR Cd =N/A SHORES AND FORMS FROM BOLTS,ANCHORS AND OTHER MISCELLANEOUS EMBEDDED ITEMS NOT SHOWN ON BM. BEAM HIDR. HEADER STD. STANDARD 0 10 SHALL DETERMINE ALL CONSTRUCTION PHASES WHICH REQUIRE ERECTION PLANS BEAMS AND STRUCTURAL B.N. BOUNDARY NAILING m ACCORDING TO ALL APPLICABLE SAFETY REGULATIONS.A CERTIFIED COPY OF SUCH corvnrvuous PERIODICALLY STRUCTURAL DRAWINGS. C CHANNEL HT. HEIGHT STL. STEEL 0 g)DESIGN BASE SHEAR, V =N/A VERIFICATION AND INSPECTION rgsK DURING D DURING SUBS, CLG. CEILING HORIZ. HORIZONTAL STIFF. STIFFENER TO ERECTION PLANS SHALL REMAIN ON THE CONSTRUCTION SITE AT ALL TIMES. LISTED TASK LISTED 11.SEE PLUMBING&ARCHITECTURAL PLANS FOR REQUIRED SLAB WORK FOR FLOOR DRAINS h)SEISMIC RESPONSE COEFFICIENT, Cs =N/A n.INSPECT FORMWORK FOR CLR. CLEAR HSB. HIGH STRENGTH STRUCT. STRUCTURAL 4. TEMPORARY LOADING DURING CONSTRUCTION SHALL NOT OVERLOAD DESIGN VALUES. i) EQUIVALENT LATERAL FORCE ANALYSIS PROCEDURE USED 1.VERIFY PILE MATERIALS,SIZES AND LENGTHS SHAPE,LOCATION AND 12.THE DESIGN,FABRICATION AND CONSTRUCTION SHALL COMPLY WITH All ACCEPTED LOCAL COL. COLUMN BOLT SQ. SQUARE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING ALL TRADES OF SUCH DESIGN VALUES. COMPLY WITH THE REQUIREMENTS. X ❑ ■ DIMENSIONS OF THE X ACI 318:6.1.1 ❑ ■ GOVERNING CODES OF THE PARTICULAR AREA UNDER CONSTRUCTION. C.M.U. CONCRETE MASONRY H.S. HIGH SIDE SYM. SYMMETRICAL THE USE OF AN TYPE MATERIAL HANDLING EQUIPMENT IS PROHIBITED FROM USE 7. FROST LINE DEPTH = 1'-6" CONCRETE MEMBER BEING UryIT N. INCH IF TOP FLANGE ON WOOD ROOFS AND ELEVATED FLOORS. FORMED. 13.THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S 8.THE GOVERNING BUILDING CODE IS THE 2009 INTERNATIONAL BUILDING CODE(IBC) 2.DETERMINE CAPACITIES OF TEST PILES ANo C.J. CONSTRUCTION I.D. INSIDE DIAMETER THK. THICK 5. THE CONTRACTOR SHALL PROVIDE ATTACHED VISIBLE PLATES INDICATING THE DESIGN 9,BY ISSUING A BUILDING PERMIT,THE GOVERNING BUILDING DEPARTMENT CONDUCT ADDITIONAL LOAD TESTS,AS X YES N/A PERFORMANCE,IF REQUIRED,IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY JOINT INT. INTERIOR TS TUBE STEEL ❑ ■ OF THE CONTRACTOR'S SAFETY MEASURES IN,ON,OR NEAR THE CONSTRUCTION SITE. LOADS IN ALL SPACES AS REQUIRED BY APPLICABLE SAFETY REGULATIONS.THE FOR THIS PROJECT IS APPROVING ALL LOADS AND LOAD FACTORS REQUIRED D) MASONRY CONSTRUCTION PER IBC 1705.4... ❑ ■ CONC. CONCRETE JST. JOIST U.B.C. UNIFORM -0 OCCUPANT OF THE BUILDING SHALL BE RESPONSIBLE FOR KEEPING THE ACTUAL LISTED IN ITEMS 4b, 4c, 5, 6, & 7. 14.ANY SUPPORT SERVICES PERFORMED BY THE ENGINEER FIELD REPRESENTATIVES DURING CONN. CONNECTION K or KIPS 1000 Ibs BUILDING COD LOAD BELOW THE ALLOWABLE UMITS. 3.OBSERVE DRIVING OPERATIONS AND MAINTAIN CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION CONSTR. CONSTRUCTION LAM. LAMINATED U.N.O. UNLESS NOTE 10.N/A INDICATES THAT THIS ITEM IS NOT APPLICABLE TO THIS PROJECT. COMPLETE AND ACCURATE RECORDS FOR EACH X ❑ ■ LEVEL 1 SERVICES WHICH ARE FURNISHED BY OTHERS.THESE SUPPORT SERVICES PERFORMED CONT. CONTINUOUS LB a LBS. POUNDS OTHERWISE 6. CONTRACTOR SHALL DETERMINE IF A CALOSHA PERMIT IS REQUIRED,IF SO,IT SHALL PILE. FREQUENCY of REFERENCE FOR BY THE ENGINEER WHETHER PERFORMED PRIOR T0,DURING,OR AFTER COMPLETION OF DA DOUBLE ANGLEERT. VERTICAL BE THE CONTRACTORS RESPONSIBILITY TO OBTAIN SUCH PERMIT. DESIGN CRITERIA L.S.LT. LOW SIDE ,N WIDTH a.vERIFr PLACEMENT Locgnorvs AND INSPEcnoN CRITERIA CONSTRUCTION ER PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN COMPLETION DEMO. DEMOLISH LT.WT. LIGHT WEIGHT 7. THE LACK OF A HIGH GUARDRAIL AT BUILDING PARAPETS FLOOR OPENING&ROOF PLUMPNESS CONFIRM TYPE AND SIZE OF INSPECTION TASK CONTINUOUS PERIODIC,JLY ACI 530/ASCE ACI 530.1/ACSE CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIRCA- DET. DETAIL LLV LONG LEG VERTICAL WT. WEIGH 0 OPENINGS DOES NOT MEET CURRENT LABOR CODE FOR AN OCCUPIED SPACE. GN004-2012 IBC HAMMER,RECORD NUMBER OF BLOWS PER DURING TASK DURING 5/TMS 40z° 6/TMS 602° TIONS,BUT THEY DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT DIAL DIAGONAL M.B. MACHINE BOLT W.W.F. WELDED WIRE THIS ENGINEER RECOMMENDS THE USE OF GUARDRAILS AT STATED LOCATIONS. Fool of PENETRATION,DETERMINE REQUIRED X ❑ ■ LISTED TASK LISTED 0 N IF GUARDRAILS ARE NOT USED THE OWNERS SHALL ACCEPT FULL RESPONSIBILITY. I. THE SOILS REPORT(SEE NOTE a&b BELOW WHERE APPLICABLE) IN ITS ENTIRELY PENETRATIONS TO ACHIEVE DESIGN CAPACITY, BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. DIA.(0) DIAMETER MAT. MASONRY FABRIC -0 C RECORD TIP AND BUTT ELEVATIONS AND L AS MASONRY DIM. DIMENSION MAX. MAXIMUM W.W.M. WELDED WIRE 0 IN ADDITION,THE CONTRACTOR SHALL PROVIDE CLEARLY LEGIBLE SIGNS AT THESE SHALL BE INCLUDED AS PART OF THE CONTRACT DOCUMENTS.THE CONTRACTOR DOCUMENT ANY PILE DAMAGE. CONSTRUCTION BEGINS, 5.ALL WORK SHALL CONFORM TO THE LATEST APPLICABLE CONSTRUCTION SAFETY REQUIRE- DBL. DOUBLE MF. MOMENT FRAME MESH - 0 LOCATIONS STATING"CATION:NO GUARDRAIL". IS RESPONSIBLE FOR READING AND UNDERSTANDING ALL OF THE SOILS REPORTS THE FOLLOWING SHALL ❑ ■ MENTS OF O.S.H.A.AND ANY OTHER GOVERNMENTAL ENTITY HAVING JURISDICTION. DWG. DRAWING MTL. METAL W.F. WIDE FLANGE `o > RECOMMENDATIONS.ALL OF THE SOILS REPORTS RECOMMENDATIONS MUST BE BE VERIFIED TO ENSURE EA. EACH MIN. MINIMUM W WITH E N B. ALL TEMPORARY FLOOR AND ROOF OPENINGS LACKING GUARDRAILS SHALL BE FOLLOWED. FOR RECOMMENDED SOIL BEARING PRESSURE, FOUNDATION MATERIAL c) INSTALLATION AND TESTING OF PIER FOUNDATIONS YES N/A COMPLIANCE: 6.THESE DRAWINGS SHALL BE CONSIDERED SUBSTANTIALLY COMPLETE. HOWEVER,IT IS THE / ADEQUATELY COVERED AND DESIGNED TO RESIST CONSTRUCTION TRAFFIC LOADS. AND SITE FOR SEE SOILS AND GEOLOGICAL REPORT BY: PER IBC 1705.8.......................................................❑ ■ RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE ALL LABOR AND MATERIALS E.N. EDGE NAILING N.T.S. NOT TO SCALE WS WOOD SCREW 9. CONTRACTOR SHALL VERIFY THAT ALL SKYLIGHTS ARE DESIGNED TO WITH STAND NO SOILS REPORT HAS BEEN PROVIDED BY THE OWNER a)PROPORTIONS OF El ■ NECESSARY TO RENDER THE WORK COMPLETE,AS IS THE INTENT OF THESE DRAWINGS, ABBREVIATIONS In LOADS SPECIFIED IN THE INTERNATIONAL BUILDING CODE. corvnrvuous PERIODICALLY MORTAR SITE-PREPARED X ART 2.6q EITHER SHOWN OR INFERRED HEREIN,THROUGH PROPER ESTABLISHED CONSTRUCTION n 13 `D VERIFICATION AND INSPECTION TASK DURING TASK DURING PRACTICES. L Q R 10.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES LISTED TASK LISTED b)CONSTRUCTION OF X. ART 3,3B El GN003 1 150D MORTAR JOINTS WHETHER SHOWN HEREON L NOT,AND TO PROTECT THEM FROM DAMAGE.THE DESIGN SOIL BEARING VALUE= PSF. IBC TABLE 1804.2 7.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE WORK AND THE 1.OBSERVE DRILLING OPERATIONS RAID MAINTAIN c)LOCATION OF COORDINATION OF ALL TRADES AND GOVERNING AGENCIES,AND SHALL PROVIDE p CONTRACTOR SHALL BEAR ALL ION OF OF REPAIR OR REPLACEMENT IN 2. EXISTING FOOTING OR FOUNDATIONS WHICH MAY BE AFFECTED BY ANY COMPLETE AND ACCURATE REcopos FOR EACH X ❑ ■ _ _ >, CONJUNCTION WITH THE EXECUTION OF THIS WORK. EXCAVATION SHALL BE UNDERPINNED ADEQUATELY OR OTHERWISE PROTECTED PIER. REINFORCEMENT, ALL MATERIAL AND LABOR SHOWN OR INFERRED ON THESE PLANS. _ CONNECTORS,RPRESTRESSING ART 3.4 -STEEL -NATIVE SOIL a a 11.CONTRACTOR USED IN THIS DESIGN MAY BE HAZARDOUS SI ONES HEALTH.THE AGAINST SETTLEMENT AND SHALL BE PROTECTED AGAINST LATERAL MOVEMENT. 2.VERIFY PLACEMENT LOCATIONS AND PRESTRESSING X ART 3.6q ❑ ■ 8.ALL MATERAL AND WORK PERFORMED SHAI.L CONFORM WITH THE REQUIREMENTS OF _ -0 CONTRACTOR AND OWNER SHALL ACCEPT ALL RESPONSIBILITY AND SHALL POST 3. FILLS USED TO SUPPORT THE FOUNDATIONS OF ANY BUILDING OR STRUCTURE PLUMPNESS,CONFIRM PIER DIAMETERS,BELL TENDONS AND THE INTERNATIONAL BUILDING CODE OR OTHER GOVERNING CODES AND BUILDING 0 SUCH WARNING DURING CONSTRUCTION. SHALL BE PLACED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE.A DIAMETER(IF APPLICABLE),LENGTHS, ANCHORAGES ORDINANCES.ALL REFERENCE TO THE INTERNATIONAL BUILDING CODE SHALL BE THE ® C Y 12.THE CONTRACTOR,DURING CONSTRUCTION,AND THE OWNER,DURING OCCUPANCY, SOIL INVESTIGATION REPORT AND A REPORT OF SATISFACTORY PLACEMENT EMBEDMENT INTO BEDROCK(IF APPLICABLE) X ❑ ■ d)PRESTRESSING X qRT 3.68 ❑ ■ uTEsr ADOPTED EDITION. -MASONRY -ENGINEERED FILL a; O o Q SHALL ASSUME ALL RESPONSIBILITY FOR PROPER ROOF MAINTENANCE TO INSURE OF FILL BOTH ACCEPTABLE TO THE BUILDING OFFICIAL AND THE ENGINEER AND ADEQUATE END BEARING STRATA TECHNIQUE 0 L PROPER ROOF DRAINAGE. OF RECORD SHALL BE SUBMITTED.A SOILS REPORT PROVIDES THE BUILDING CAPACITY. e)GRADE AND SIZE OF 9.THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND U a -0 U DESIGN ENGINEER WITH SITE PREPARATION AND FOUNDATION DESIGN PRESTRESSING ART 2.aB DO NOT INDICATE THE METHODS OF CONSTRUCTION.THE CONTRACTOR SHALL SUPERVISE -AGGREGATE 0 -GROUT 13.THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION INCLUDING BUILDING ERECTION RECOMMENDATIONS. IF THE BUILDING OWNER OR TENNANT AUTHORIZING THE B) STEEL CONSTRUCTION PER IBC 1705.2 TENDONS AND X ART 2.4H ❑ ■ AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS SAFETY.THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING ALL ERECTION LAWS AND CURRENT CONSTRUCTION DOES NOT PROVIDE A SOILS REPORT TO THE ANCHORAGES METHODS,TECHNIQUES,SEQUENCES,AND PROCEDURES,INCLUDING,BUT NOT LIMITED GUIDELINES.IF THE CONTRACTOR FEELS THAT THE ERECTION OF THE STRUCTURE ENGINEER OF RECORD,THE OWNER OR TENNANT AUTHORIZING THE CURRENT 2.THE INSPECTION PROGRAM SHALL VERIFY: TO BRACING AND SHORING.OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES -WOOD BLOCK a ° -CONCRETE REPRESENTED IN THESE PLANS WILL NOT MEET THOSE LAWS&GUIDELINES.THE CONSTRUCTION BY PROCEEDING WITH CONSTRUCTION, IS PROCEEDING AT VERIFICATION AND INSPECTION CONTNuous PERIODIC REFERENCED OF THE ARCHITECT OR ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVECONTRACTOR MUST NOTIFY THE ENGINEER BEFORE CONSTRUCTION AND FABRICATION BEGINS. THEIR OWN RISK AND THIS ENGINEER ASSUMES NO RESPONSIBILITY FOR THE STANDARD° a)SIZE AND LOCATION POSSIBLE MOVEMENT°OF THE SOILS SUPPORTING THE BUILDING FOUNDATION. OF STRUCTURAL X ART 3.3G ❑ ■ MEASURES OR THE CONSTRUCTION PROCEDURES.ANY SUPPORT SERVICES PERFORMED g ADDITIONAL SAFETY NOTES 4. FOUNDATIONS SUPPORTING WOOD SHALL EXTEND AT LEAST 8"ABOVE THE 1.MATERIAL VERIFICATION OF ELEMENTS BY THE ARCHITECT OR ENGINEER DURING THE CONSTRUCTION SHALL BE DISTINGUISHED -CONTINUOUS WOOD MEMBER HIGH-STRENGTH BOLTS, b)TYPE,SIZE AND FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY ADJACENT FINISH GRADE. NUTS AND WASHERS: LOCATION OF OTHERS.THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER, GN015 ANCHORS,INCLUDING WHETHER OF MATERIAL OR WORK,AND FOR THE PURPOSE OF ASSISTING IN QUALITY 5. VAPOR BARRIER SHOULD CONFORM WITH ASTM®775-85 STANDARD a)INDENTIFICATION MARKINGS APPLICABLE ASTM YES N A OTHER DETAILS OF CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DOCUMENTS,DO NOT DETAIL I. THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. PRACTICE FOR SELECTION OF VAPOR RETARDER FOR THERMAL INSULATION. To CONFORM To ASTM MATERIAL / ANCHORAGE OF X SEC 1.z.z(e) ❑ ■ GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 6. SITE PREPARATION SHOULD BE DONE ACCORDING TO THE SITE SOILS-- STANDARDS SPECIFIED IN X SPECIFICATIONS; ❑ ■ MASONRY TO -DETAIL 2. STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH ARCHITECTURAL, REPORT. GENERAL SITE CLEARING SHOULD INCLUDE REMOVAL OF THE APPROVED ABC 350,SECTION STRUCTURAL SUPERVISION OF CONSTRUCTION. � RRMM CONSTRUCTION DOCUMENTS. A3.3 MEMBERS,FRAMES 20.WHERE A SECTION OR TYPICAL DETAIL IS SHOWN FOR ONE CONDITION,IT SHALL APPLY PLUMBING, ELECTRICAL, CIVIL AND MECHANICAL DRAWINGS. THE CONTRACTOR VEGETATION; EXISTING UTILITIES;STRUCTURES INCLUDING FOUNDATION; OR OTHER SHEET DRAWN ON IS RESPONSIBLE FOR COORDINATING SUCH REQUIREMENTS INTO THEIR SHOP BASEMENT WALLS AND FLOORS; EXISTING STOCKPILE SOIL;TREES AND b)MANUFACTURER'S CONTSRUCTION FOR ALL LIKE OR SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. ARCHITECTS, PC DRAWINGS AND WORK. ASSOCIATED ROOT SYSTEMS; RUBBLE; RUBBISH;AND ANY LOOSE AND/OR CERTIFICATE OF X El X DETAIL CUT SATURATED MATERIAL. SITE STRIPPING SHOULD EXTEND TO A MINIMUM DEPTH COMPLIANCE REQUIRED. c)SPECIFIED SIZE. ART z 4 21.IT SHALL BE THE GENERAL CONTRACTORS RESPONSIBILITY FOR THE SUPERVISION OF 1317 Executive Blvd,Suite 200 GRADE AND TYPE of X sec 1.13 ❑ ■ THE WORK OR POSSIBLE OMISSIONS SHOWN OR INFERRED ON THESE PLANS. X REFERENCE 3. WR OPENING SHALL BE MADE IN ANY STRUCTURAL MEMBER WITHOUT THE OF 2 E 4 INCHES, OR UNTIL ALL ORGANICS IN EXCESS OF 3 PERCENT BY 2.INSPECTION OF REINFORCEMENT ^ITT 3.4 Chesappeake,VA 23320 WRITTEN APPROVAL OF THE ENGINEER OF RECORD. VOLUME ARE REMOVED. DEEPER STRIPPING MAY BE REQUIRED IN LOCALIZED HIGH-STRENGTH BOLTING: 22.CONNECTIONS OF ALL ITEMS SUPPORTED BY THE STRUCTURAL ARE THE RESPONSIBILITY (757)622-28281 fax(757)622-6863 AREAS.THESE MATERIALS WILL NOT BE SUITABLE FOR USE AS ENGINEERED d)WELDING OF SEC 2.1.10.7.2 ART 2.4 4. NO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL MEMBERS SHALL BE FILL a)BEARING-TYPE wsc 3so,secnoN REINFORCING BARS X SEC 3.3.3.4(b) ART 3.4 ❑ ■ OF THE DISCIPLINES WHO ARE MAKING THESE ATTACHMENTS.THESE ATTACHMENTS X ------j -SECTION CUT MADE WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD. CONNECTIONS. X M2.s ❑ ■ SHALL BE DESIGNED TO RESIST ALL GRAVITY,WIND,SEISMIC,THERMAL LOADS,ETC 7. DEVELOP AND MAINTAIN SITE GRADES WHICH WILL RAPIDLY DRAIN SURFACE .)PROTECTION OF X REFERENCE MASONRY DURING AND ROOF RUNOFF AWAY FROM FOUNDATIONS AND FLOOR SLABS- BOTH b)CONNECTIONS AL X X asc 3s0,sEcnaN ❑ ■ ART 1.8C 23.GENERAL CONTRACTOR SHALL NOTIFY ENGINEER AND DOCUMENTS. IMMEDIATELY OF ANY 5. OPENINGS 1'-4"AND LESS ON A SIDE ARE GENERALLY NOT SHOWN COLD WEATHER DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS. XX FOOTING & COLUMN DURING AND AFTER CONSTRUCTION.ADJACENT OF AT LEAST 5'AWAY FROM M2.5 ON THE STRUCTURAL DRAWINGS. REFER TO ARCHITECTURAL AND (TEMPERATURE BELOW X ART 1.8D ❑ ■ STRUCTURES TO PRECLUDE POUNDING OF WATER ADJACENT TO FOUNDATIONS. MECHANICAL DRAWINGS FOR SUCH OPENINGS. 3.MATERIAL vERIFlcgnoN OF ao°F)OR HOT 24.CONCRETE SLAB-ON-GRADE HAS NOT BEEN DESIGNED FOR CONSTRUCTION LOADS OR SCHEDULE ITEM VEY Pp 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING NECESSARY TO STRUCTURAL STEEL: WEATHER SPECIFIC OCCUPANT SERVICE LOADS BY THIS ENGINEER. 9 01 H2 OG 6. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF (TEMPERATURE ABOVE WID"', 3 N CONSTRUCTION LOAD IMPOSED UPON STRUCTURAL FRAMING. SUPPORT CUT AND/OR FILL BANKS DURING EXCAVATION,AND FOR a)INDENTIFICATION MARKING 90'F) 25.VIBRATIONAL EFFECTS OF MECHANICAI.EQUIPMENT HAVE NOT BEEN CONSIDERED BY THIS Q -SHEARWALL FORMING AND PLACEMENT OF CONCRETE. GENERAL CONTRACTOR AND TO CONFORM TO ASTM YES NO N/A ENGINEER. 1 SCHEDULE ITEM CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN CAPACITY OF CONCRETE SUB-CONTRACTOR SHALL REVIEW AND FAMILIARIZE THEMSELVES STANDARD SPECIFIED IN A 568A6 OR ASTM ■ ❑ ❑ O APPLICATION AND THE FRAMING AT THE TIME THE LOADS ARE IMPOSED. WITH THE SOILS REPORT.a THE APPROVED MEASUREMENT OF X ART 3.6B ❑ ■ 26.NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES CONSTRUCTION DOCUMENTS. PRESTRESSING FORCE 7. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. 9° VERIFY BUILDING ORIENTATION&PLACEMENT ON THE SITE WITH THE 27.CONSTRUCTION AND MATERIAL SHALL COMPLY WITH AND BE INSTALLED IN ACCORDANCE -ELEVATION THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY APPROVED PROJECT SITE PLAN.THE PROJECT SITE PLAN SUPERSEDES NORTH b)MILL resruREPORrsTIFIED A Beans OR ASTM ❑ ❑ ■ a.EN o RE OOMPugrvce:THE FOLLOWING SHALL BE VERIFIED To WITH ALL THE REQUIREMENTS OF ALL LEGALLY CONSTIMED PUBLIC AUTHORITIES T.O. (SECTIONS & PLANS) BRACING AND /OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF ARROW SHOWN ON THE STRUCTURAL PLANS. HAVING JURISDICTION,INCLUDING ALL COUNTY AND LOCAL ORDINANCES,AND THE SAFETY a.MATERIAL VERIFICATION OF .)GROUT SPACE I5 ORDERS OF THE STATE INDUSTRIAL ACCIDENT COMMISSION,OSHA. THE CONTRACTORS CONSTRUCTION METHODS AND/OR SEQUENCE. 10.A LETTER FROM SOIL ENGINEER SHALL BE PROVIDED CONFIRMING THAT THE WELD FILLER MATERIALS: CLEAN X ART 3.2D ❑ ■ E%PIRFS II-7-loll FOUNDATIONS PLAN,GRADING PLAN,AND SPECIFICATIONS HAVE BEEN 28.BE REFERENCE TO THE WORDS APPROVED,OR APPROVAL E THESE DOCUMENTS SHALL 8. DO NOT SCALE THESE DRAWINGS, USE DIMENSIONS. b)PLACEMENTFORCE EN BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE X INDICATES NEW BUILDING REVIEWED AND THAT IT HAS BEEN DETERMINED THAT THE RECOMMENDATIONS a)TSO C INFORM N MARKING REINFORCEMENT AND IN THE SOILS REPORT ARE PROPERLY INCORPORATION INTO THE PLANS. To CONFORM To AWS THE CONTRACTOR AND L OR HIS SUBCONTRACTORS OF ANY LIABILITY IN FURNISHING GRID LINE. 9• CONTRACTOR'S CONSTRUCTION AND T OR ERECTION SEQUENCES APPROVED IN THE A39 360,SECTION ❑ ❑ ■ PRESTRESSINGAND X sec 1.13 ART 3.4 ❑ ■ THE REQUIRED MATERIALS OR LABOR SPECIFIED. SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL 11.CONTINUOUS AND PAD FOOTINGS SHOULD HAVE A MINIMUM EMBEDMENT DOCUMENTS. coINSTRucrloN TENDONS AND 29.CONSTRUCT THOSE FEATURES OF THE PROJECT,WHICH MAY NOT BE FULLY SHOWN,IN & MOISTURE CHANGES THAT WILL RESULT IN MOVEMENTS OF DEPTH AS SPECIFIED IN THE FOOTING SCHEDULE("T")OR NOTED IN THE MANUFACTURES ANCHORAGES A MANNER SIMILAR TO THAT USED FOR SIMILAR FEATURES. X INDICATES EXISTING BUILDING STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. PLANS BELOW ROUGH PAD GRADE OR ADJACENT EXTERIOR GRADE,WHICHEVER b)OF COMPLIANCE CERTIFIED 10. THE CONTRACTOR SHALL INFORM THE ENGINEER OF RECORD IN WRITING IS LOWER.THE ENGINEER RT" Q NOTIFIED IF THERE IS A DISCREPANCY OF COMPLIANCE REQUIRED. ❑ ❑ ■ c)PRO OPTIONS OF SITEU-PREPARED 30.SEE ALSO SPECIFICATIONS.WHERE AVAILABLE. GRID LINE. BETWEEN THE SOILS REPORT REQUIREMENTS AND THE STRUCTURAL PLANS. GROUT AND OF ANY DEVIATION FROM THE CONTRACT DOCUMENTS.THE CONTRACTOR 12 THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE CIVIL& 5.INSPECTION OF WELD: PRESTRESSING GROUT X ART 2.6B ❑ ■ 31.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE SUPERVISION OF THE WORK OR 1� INDICATES A MOMENT . SHALL NOT BE RELIEVED OF THE RESPONSIBILITY OF SUCH DEVIATION ARCHITECTURAL PLANS,WITH RESPECT TO GRADE,WITH THE FOUNDATION FOR BONDED THE PROPER EXECUTION OF SAME. CONNECTION BY THE ENGINEER OF RECORD, REVIEW OF SHOP DRAWINGS, PRODUCT PLAN.THIS INCLUDES, BUT IS NOT LIMITED TO,COORDINATING ALL REQUIRED TENDONS 32.CONRACTOR IS TO VERIFY ALL DIMENSIONS PRIOR TO BEGINNING OF CONSTRUCTION. DATA, ETC., UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE STEP FOOTING LOCATIONS BASED ON THE GUIDE LINES IN THE STEPPED a)STRUCTURAL STEEL: ANY DISCREPANCIES MUST BE REPORTED TO THE ENGINEER BEFORE PROCEEDING WITH SYMBOLS ENGINEER OF RECORD OF SUCH DEVIATION AT THE TIME OF d)corvsreucnoN of CONCRETE FOOTING DETAIL BETWEEN THE REQUIRED FINAL GRADING/CIVIL 1 COMPLETE AND PARTIAL MORTAR JOINTS X ART 3.38 ❑ ■ WORK.COORDINATE STRUCTURAL DIMENSIONS WITH ARCHITECTURAL FLOOR PLANS, SUBMISSION, AND THE ENGINEER OF RECORD HAS GIVEN WRITTEN PLANS&ARCHITECTURAL PLANS AND FOOTING/FOUNDATION LAYOUT.ANY )PENETRATION GROOVE X AWS Dt.t ELEVATIONS,SECTIONS,DETAILS ETC. GN002 T� O APPROVAL TO THE SPECIFIC DEVIATION. DISCREPANCIES MUST BE BROUGHT TO THE ENGINEERS ATTENTION BEFORE WELDS. ❑ ■ a.GROUT PLACEMENT SHALL I till� BE VERIFIED TO ENSURE 33.THE STRUCTURAL SYSTEMS HAVE BEEN DESIGNED TO CARRY THE SUPERIMPOSED LIVE V 11. THE CONTRACTOR MUST ENSURE THAT MANUFACTURED ENGINEERED ANY CONSTRUCTION BEGINS. nws 01 1 c0MP IA WITH cooE X ART 35 ❑ ■ LOADS AS PRESCRIBED BY THE BUILDING CODE AND IN ACCORDANCE WITH STANDARD ( 2)MULTIPASS FILLET WELDS. X ❑ ■ CSJ BY OTHERS) ROOF& FLOOR FRAMING IS DESIGNED TO RESIST UPLIFT 13. THE EXTERIOR FLATWORK SHOULD BE POURED SEPARATELY IN ORDER TO ACT AND CONSTRUCTION ENGINEERING PRACTICES,WITH NO SPECIAL PROVISIONS FOR CARRYING CONCENTRATED I�1I1 y$ DOCUMENT PROVISIONS V LOADS DURING &AFTER CONSTRUCTION. INDEPENDENTLY H.THE WALLS AND FOUNDATION SYSTEM. LOADS FROM STORAGE AND HANDLING OF CONSTRUCTION MATERIALS OR FROM OPERATION -A SEE CIVIL/ARCH. PLANS FOR EXTERIOR FLATWORK INFO. 3)SINGLE PASS FILLET X AWS D1.1 ❑ ■ .)GROUTING of OF CONSTRUCTION EQUIPMENT.THE CONTRACTOR SHALL PROVIDE ALL SCAFFOLDING, EXISTING CONSTRICTION NOTES: WEEPS>5/1 s" )PRESTRESSING X ART 3.6C BRACING,AND SHORING SYSTEMS AS REQUIRED FOR INSTALLATION,STABILITY,AND SAFETY Q 14.THE DIRECTLY TO ENGINEER SHALL SUBMIT R WRITTEN STATEMENT WITH A BONDED TENDONS ❑ ■ OF NEW WORK AND PROVIDE PROTECTION AS REQUIRED FOR THE SAFETY OF PEDESTRIANS LLJ 12. WORK SHOWN IS NEW UNLESS INDICATED AS EXISTING. COPY DIRECTLY TO THE STRUCTURAL ENGINEER AT THE COMPLETION OF THE q)SINGLE PASS FILLET 13. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING JOB CONDITIONS, PART OF THE PROJECT SUMMARIZING THE TEST RESULTS/ITEMS WELDS<5/16" X AWS D1.1 ❑ ■ 5.PREPARATION OF ANY AND JOB SITE PERSONNEL. O ALL TIMES,THE CONTRACTOR SHALL BE SOLELY AND R Q REVIEW ALL DRAWINGS AND VERIFY DIMENSIONS, ELEVATION, AND MEMBER MONITORED WITH THE SPECIFIC REQUIREMENTS. REQUIRED GROUT COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE INCLUDING SAFETY IU1� SIZES PRIOR TO CONSTRUCTION OR MATERIAL PURCHASE. THE CONTRACTOR s FLOOR AND ROOF DECK SPECIMENS,MORTAR X ART 1.4 ❑ ■ OF PERSONS AND PROPERTY.AND EXISTING CONSTRUCTION AND MATERIALS FROM ADVERSE Z NOTE: ) SPECIMENS AND/OR CONDITIONS AND THE CONTRACTOR SHALL PROJECT NEW DAMAGE. O Ul SHALL NOTIFY THE ENGINEER OF RECORD IN WRITING OF ALL WELDS X AWS 01.3 ❑ ■ PRISMS SHALL BE -J DISCREPANCIES AND EXCEPTIONS BEFORE PROCEEDING WITH THE WORK. o.IF NO SOILS REPORT HAS BEEN PROVIDED BY THE OWNER OR TENNANT OBSERVED 343T IS THE RESPONSIBILITY OF THE CONTRACTOR,ARCHITECT,MECHANICAL ENGINEER,AND ---I AUT14.THE REMOVAL, CUTTING DRILLING, ETC. OF EXISTING CONSTRUCTION SHALL THEHORIZING THE CURRENT CONSTRUCTION OWNER OR TENNANT AUTHORIZING THE CURRENT INDICATED CONSTRUO ION BY b)REINFORCING STEEL: 6.COMPLIANCE WITH OTHERS DESIGNERS OF THE BUILDINGS HEATING COOLING,&V NOT BE EX SYSTEM TO Q ', w ENSURE THAT THE STRUCTURE DETAILS IN THESE PLANS WILL NOT BE EXPOSED TO BE PERFORMED WITH GREAT CARE IN ORDER NOT TO JEOPARDIZE THE PROCEEDING WITH CONSTRUCTION, R PROCEEDING AT THEIR OWN RISK PROVISIONS INSPECTION Q Z 0 STRUCTURAL INTEGRITY OF THE BUILDING STRUCTURAL SYSTEM. IF AND THIS ENGINEER ASSUMES NO RESPONSIBILITY FOR THE POSSIBLE t)VERIFICATION OF AWS Di 4 PROVISIONS OF THE ART 1.5 HARMFUL(TO THE STRUCTURE AND/OR ITS OCCUPANTS)ACCUMULATION OF MOISTURE MOVEMENT OF THE SOILS SUPPORTING THE BUILDING FOUNDATION. IF NO WELDABILITY OF CONSTRUCTION X ❑ ■ &OTHER HARMFUL SUBSTANCES THAT COULD LEAD TO HARMFUL/DESTRUCTIVE MOLD, a Q 'D FEATURES STRUCTURAL NOMEMBERS INDICATEDRFOR MECHANICAL, REMOVAL ELECTRICAL, WIDTH THE ARCHITECTURAL NEW WORK, R INF RHIAN STEEL A 706. X ACI 31sa.5.z ❑ ■ naRRoveD SUBMITTUMENTS AND ALS MILDEW,CORROSION,ETC. BUILD UP ON STRUCTURAL MEMBERS. Q z SOILS REPORT HAS BEEN PROVIDED IGNORE THE SOILS REPORT THE ENGINEER RECORD SHALL BE IMMEDIATELY NOTIFIED AND PRIOR REFERENCE IN NOTES 3,6,8,10& 11. SHALL BE VERIFIED 35.IN THESE PLANS THERE IS NO DISTINCTION BETWEEN POSTS&COLUMNS BASED ON O 2 N WRITTEN APPROVAL SHALL BE OBTAINED BEFORE REMOVAL OR MODIFICATION b.THE BUILDING CODE REQUIRES THAT A SOILS REPORT BE PROVIDED FOR 2)REINFORCIrvc OSHA DEFINITIONS.THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE O N OF MEMBERS. ALL PROJECTS IN SEISMIC DESIGN CATAGORIES C-F. BY PROCEEDING STEEL-RESISTING YES NO N/A CLASSIFICATION OF EACH "VERTICAL"MEMBER AND FOLLOWING THE REQUIRED OSHA _ n LL� 9 WITH CONSTRUCTION THE OWNER OR TENANT AUTHORIZING THE CURRENT FLEXURAL AND AXIAL E)WOOD CONSTRUCTION PER IBC 1705.10.1................. ... ....❑ ■ ❑ ERECTION GUIDELINES.SEE NOTE 13 ON ADDITIONAL SAFETY NOTES FOR MORE INFO. V 15.THE CONTRACTOR SHALL PROMPTLY REPAIR DAMAGE TO EXISTING FRAMING CONSTRUCTION MUST OBTAIN WRITTEN PERMISSION FROM THE GOVERNING FORCES IN INTERMEDIATE Z CAUSED DURING CONSTRUCTION WITH SIMILAR MATERIALS AND WORKMANSHIP. BUILDING DEPARTMENT TO PROCEED W/CONSTRUCTION W/O A SOILS AND SPECIAL MOMENT X AWS 318:3.5.2 ❑ ■ o)ASCERTAIN DIAPHRAGIT,INSPECT TH GRADE ANDTHICKNESS PANEL SHEATHING TO APPROVED 36 STRUCTURAL OFDSPECIFIC D NDETAILS MOST CASES,DRAWINGS INDICATE N I ATE THE INTENT VERY THE Q LLJ OF Q FRAMES,AND BOUNDARY CONTACT THE ENGINEER OF RECORD TO VERIFY THE PROPOSED REPAIR REPORT&TO USE THE BUILDING CODE TABLE 1804.2 FOR SOIL DESIGNy- = SOLUTION. VALUES. REINFORCED OF BUILDING PLANS AND VERIFY THE NOMINAL SIZE OF FRAMING MEMBERS AT SIMILAR TO OTHER DETAILS.TYPICAL CONDITIONS NOT NECESSARILY NOTED AS (Y Z P 16.THE CONTRACTOR MUST NOTIFY THE ENGINEER PRIOR TO BEGINNING SHEAR WALLS AND SHEAR ADJOINTING PANEL EDGES,THE NAIL OR STAPLE DIAMETER AND LENGTH,THE TYPICAL SHALL BE CONSIDERED AS TYPICAL FOR OTHER CONDITIONS. O O d Q FOUNDATION NOTES REINFORCEMENT. NUMBER OF FASTENER LINES AND THAT THE SPACING BETWEEN FASTENERS IN 37.DUTY OF COOPERATION: ISSUANCE OF THESE STRUCTURAL DOCUMENTS (DRAWING Q CONSTRUCTION OR FABRICATION REGARDING ANY EXISTING MECHANICAL UNITS LL Q N EACH LINE AND AT EDGE MARGINS AGREES WITH THE APPROVED BUILDING PLANS. AND SPECIFICATIONS) CONTEMPLATES FURTHER COOPERATION AMONG ALL PARTIES OR OTHER HEAVY ITEMS BUT LBS) ON EXISTING ROOF/FLOOR FRAMING NO 3)SHEAR REINFORCEMENT X AWS D83 ❑ ■ INVOLVED. DESIGN AND CONSTRUCTION ARE COMPLEX,AND ALTHOUGH THE DESIGN SHOWN IN THESE PLANS BUT LOCATED ON STRUCTURAL MEMBERS THAT ARE CN006-2012 IBC ACI 318 F)EXPANSION/ADHESIVE ANCHORS IN CONCRETE OR MASONRY................■ ❑ ❑ SERVICES HAVE BEEN PERFORMED WITH DUE CARE AND DILIGENCE, PERFECTION BEING MODIFIED OR RECEIVING NEW LOADS FROM THESE PLANS. a)OTHER REINFORCEMENT AWS D1.a (IF THEY ARE REQUIRED BY THESE PLANS OR REQUIRED DURING CONSTRUCTION) CANNOT BE GUARANTEED. COMMUNICATION IS NECESSARY AND ANY STRUCTURAL 0) DEMOLITION SHORING NOTES: X ACI 318:3.5.2 El ■ DISCREPANCY SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER WHOSE 0 C 5.APPROVED FABRICATORS:(MUST SUBMIT CERTIFICATE OF COMPLIANCE TO 0 17. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS AND METHODS 6.INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE THE BUILDING OFFICAL PER IBC 1704.2.5.2 INTERPRETATION SHALL BE FINAL DISCREPANCIES NOT BROUGHT TO THE 3 OF ALL DEMOLITION WORK AND FOR PROVIDING ALL NECESSARY TEMPORARY WITH APPROVED CONSTRUCTION DOCUMENTS: FOR ALL OFFSITE FABRICATION SUCH AS STRUCTURAL STEEL, ENGINEER'S ATTENTION DURING THE BIDDING OF THE PROJECT WILL BE DEEMED 0 O SHORING, BRACING AND PROTECTION AS NECESSARY FOR SAFETY, STABILITY YES NO N/A GLU-LAMS,PRECAST CONCRETE, ETC..........................................■ ❑ ❑ TO HAVE BEEN BID IN THE MORE COSTLY MANNER. 0- v AND PROTECTION OF ALL EXISTING ELEMENTS AND STRUCTURE TO REMAIN. a)DETAILS SUCH AS BRACING 4 GENERAL NOTES . ❑ ❑ ■ 6• STRUCTURAL OBSERVATION REQUIRED .. .. .. El11■ grvD STIFFENING TEMPORARY SHORING AND BRACING SHALL BE ADEQUATE TO RESIST ALL WHEN REQUIRED BY THIS ENGINEER OR THE BUILDING OFFICAL,THE OWNER APPLIED LOADS INCLUDING DEAD LOAD, LIVE LOADS, SNOW LOADS AND SHALL EMPLOY THE ENGINEER OF RECORD (EOR) BRAD YOUNG AND ASSOCIATES, CONSTRUCTION LOADS, TO PROVIDE STABILITY, AND TO PROVIDE FOR b)MEMBER LOCATIONS. ❑ ❑ ■ INC. TO PERFORM STRUCTURAL OBSERVATION AS DEFINED IN IBC 1704.5,AND GN001 sheet RESISTANCE TO WIND AND SEISMIC FORCES UNTIL ANY REQUIRED AT THE INSTANCES LISTED BELOW (a). PLEASE PROVIDE 2 WEEKS NOTICE IN MODIFICATIONS TO THE STRUCTURE ARE COMPLETED. c)D oN of JOINT WRITING PRIOR TO NEEDING ALL INSPECTIONS. DETAILSAT 11 ❑ ■ 10 MISCELLANEOUS GN008 CONNECTION�CH 0) S1.1 5 SPECIAL INSPECTION NOTES GN012-2012 IBC 01 1. ALL CONCRETE MATERIAL AND WORKMANSHIP SHALL CONFORM AT ACI 318-11 CONCRETE SUB AND TO ALL REQUIREMENTS OF ACI 301-10,SPECIFICATIONS FOR STRUCTURAL DETAILING HOOK DETAILING 1. REINFORCEMENT,SHALL BE DEFORMED REINFORCEMENT, EXCEPT THAT PLAIN 1. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO CHAPTER 19 OF CONCRETE FOR BUILDINGS,EXCEPT AS MODIFIED BY THE SUPPLEMENT SEE FOUNDATION REINFORCEMENT MAY BE USED FOR SPIRALS. THE 2012 INTERNATIONAL BUILDING CODE TO ALL REQUIREMENTS OF ACI 318-11, REQUIREMENTS BELOW. DIMENSION A OR G DIMENSION PUN FOR REINF. 400 LAP SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, EXCEPT AS MODIFIED NOTE: -_-_-_, (TYP-) 2. REINFORCEMENT SHALL CONFORM TO ASTM A 615, REINFORCING BARS 2. SEE CONCRETE NOTES ON SHEET S1.2 FOR ADDITIONAL INFORMATION. REINFORCING IS ONLY REQUIRED ' � (2)/5 BOTT. FOR CONCRETE. BY THE SUPPLEMENT REQUIRED BELOW. V U 3. IF MOISTURE BARRIER IS REQUIRED BY SOILS ENGINEER OR ARCHITECT,PROVIDE TERMINATE REINFORCING IF THERE IS REINFORCING Db D D BAR DIAMETER Ob ¢ D` _ BARS OVER PIPE 40P_7 2. MIX DESIGN REQUIREMENTS: Z �i �IN THE SLAB b= u�i (IYP.) 3. REINFORCING BARS SHALL HAVE THE FOLLOWING SPECIFIED YIELD STRENGTHS: 4. 2"MINIMUM COMPACTABLE GRANULAR FILL OVER BARRIER UNLESS OTHERWISE WITH IN 12" D = FINISHED INSIDE BEND DNA. O a) CONCRETE MIX SHALL BE PLACED WITH THE FOLLOWING CEMENT H NOTED IN SOIL REPORT. OF CONTROL JOINT ¢ a NO. 3 AND SMALLER - 40.000 PSI GRADE 40 TYPES. MAXIMUM WATER CEMENT RATIOS, COMPRESSIVE STRENGTHS 4. MIX DESIGN REQUIREMENTS: SAW-CUT CONTROL JOINT. 1 " � D = 6Db FOR #3 THROUGH #8 b NO. 4 AND LARGER - 60.000 PSI GRADE 60 / H CG 1/8" (Cc), AND MAXIMUM SIZE AGGREGATE. SULFATE EXPOSURE SHALL BE W W a)THE CONCRETE SUPPLIER MUST BEAR THE TOTAL RESPONSIBILITY THAT FILL JOINT W/ELASTOMERIC D = BID FOR #9, #10, AND #11 r= NOTE:A706 GRADE 60 MAY BE SUBSTITUTED FOR a)& b) REINFORCING. OBTAINED DIRECTLY BY THE CONTRACTOR FROM THE PROJECT'S MIX DESIGNS WILL ATTAIN THE REQUIRED STRENGTH AND ACCEPTABLE FILLER. 1�[-(�` -�(a` a SOILS ENGINEER AT THE TIME OF THE BUILDING PADS 1- THE w a D = 1ODb FOR #14 AND #18 4. WELDED SMOOTH WIRE FABRIC FOR CONCRETE REINFORCEMENT SHALL 4i SHRINKAGE CHARACTERISTICS.ACCEPTANCE OF MIX DESIGN BY THE ENGINEER v W CONFORM TO ASTM 185. GRADE 65 FOR PLAIN WIRE AND ASTM A497 GRADE CONSTRUCTION �i WILL BE BASED ONLY ON CONFORMANCE of SPECIFIED DESIGN STRENGTH, F" m DIMENSION OF STANDARD 180-DEG DIMENSION OF STANDARD 90-DEG 75 FOR DEFORMED WIRE ALL LAPS TO BE AT LEAST TWO CROSS WIRES. DESIGN SLUMP,AND AGGREGATE SIZE. SLAB-SEE FOUNDATION BAR HOOKS,ALL GRADES HOOKS,ALL GRADES f'c (PSI) MIN 0 28 DAYS U.N.O. 0 PLAN FOR MORE INFO. 5. ALL WELDED REBAR SHALL BE ASTM A706. U.N.O. MAXIMUM b)SEE TABLE UNDER CONCRETE NOTES ON THIS SHEET FOR CONCRETE SIZE A OR G J D A OR G D - - SULFATE CEMENT WATER/ WALLS PLYWOOD STRENGTH REQUIREMENTS. 3 I' PREHEAT THE REBAR IF REQUIRED BY AWS U) EXPOSURE TYPE CEMENT S.O.G FOUND. COLUMN ABV GRD TOPPING �r r6 5. HOT WEATHER CONCRENNG:COMPLY WITH THE RECOMMENDATIONS OF "W #3 5" 3" 2 1/4" 6" 2 1/4" (BASED ON THE CARBON CONTENT OF THE REBAR) BEAMS FLOOR DECK SLAB y rn SECTION 7.6 ACI 301 REGARDING PLACING OF CONCRETE DURING HOT WEATHER. W in 12"MAX'TYP. 5/8"SMOOTH ROD x 16"LONG W/SAW CUT #4 6" 4" 3" 8" 3" 1'CLEAR BETWEEN BO FOOTING 6. AT THE TIME CONCRETE IS PLACED, REINFORCEMENT SHALL BE FREE FROM NEGLIGIBLE II 0.45 3000 3000 N/A N/A N/A Q a)WHEN AIR TEMPERATURE IS ABOVE 80'F,THE GUIDELINES FOR PROTECTING PIPE AND SLEEVE MUD,OIL OR OTHER NONMETALLIC COATING THAT DECREASE BOND. EPDXY 0 150 PPM �l 3°MIN.TYP. ENDS FULLY GREASED 0 24°O.C.IN PRE- (- ) X THE CONCRETE FROM PLASTIC SHRINKAGE CRACKING AND CRAZE CRACKING, ( NS 7" 5" 3 3/4" 10" 3 3/4" (TYPICAL) COATING OF BARS IN ACCORDANCE WITH ACI 318-11 SECTION 7.4 SHALL BE MANUFACTURED DOWEL BASKET ASSEMBLY.SEE m d BY PROVIDING A TEMPERATURE CONTROLLED MIX AND PROTECTING THE FOR STEPPED ro071NG PERMITTED. MODERATE I\E rn w SLAB CONTROL JOINT-OPTION 1 NOTE ABOVE FOR ADDITIONAL INFORMATION #6 $" 6" 4 1/2" 1'-0" 4 1/2" SEE FOUNDATION PLAN _ �I CONCRETE SURFACE FROM RAPID WATER EVAPORATION AS DESCRIBED SEE STANDARD DETAIL IN ACI 305R,SHALL APPLY. RECOMMENDED METHOD ONLY IN SLABS W/REINFORCING 84R5 FOR REINF.,(REINF.TO 7. REINFORCEMENT, PRESTRESSING TENDONS AND DUCTS SHALL BE ACCURATELY #7 10" 7" 5 1/4" 1'-2" 5 1/4" MATCH BOTTOM FIG. PLACED AND ADEQUATELY SUPPORTED BEFORE CONCRETE IS PLACED,AND Z w z b)WHEN THE RATE OF EVAPORATION EXCEEDS 0.2 POUNDS PER SQUARE SAW-CUT CONTROL JOINT. REINF.) D C4 M INCH PER HOUR,THE CONTRACTOR SHALL TAKE THE NECESSARY 1 8" FILL JOINT W/ELASTOMERIC #8 11" 8' 6" V-4" 6" SHALL BE SECURED AGAINST DISPLACEMENT WITHIN TOLERANCES. 1 -1 4 0 N PRECAUTIONS AGAINST PLASTIC SHRINKAGE CRACKING AS DESCRIBED FILLER. G (•" r w m IN ACI 305R. v o #9 1'-3" 11 3/4" 9 1/2" 1'-7" 9 ,/2" PIPE PENETRATION AT FOOTING 8 MEMBERS, WALLS ANDdC COMPRESSION MEMBERS S ALL IN AS FLEXURAL OVER l0000 ppM V+ (J vxv1a� SLAB-SEE FOUNDATION #10 V-5" 1' 1 1/4" 10 3/4" V-10" 10 3/4" 5 r ¢U� NO SCALE CD001 Q .J DIFFERENCE THICKNESS PLAN FOR MORE INFO. #11 V-7" 1' 2 3/4" 12" 2'-0" 12" TOLERANCE ON TOLERANCE ON MAXIMUM SIZE AGGREGATE 1 1/2° 1 1/2" 1" 3/8 3/8 ,J vi pj OF SLAB IF APPUCABLE CONTROL d MINIMUM O j',Z JOINT #14 2'-3" 1' 9 3/4" 18 1/4" 2'-7" 18 1/4" 3" SEE REINFORCING CONCRETE COVER *SEE PANEL ELEVATIONS(WHERE APPLICABLE) FOR SPECIAL MINIMUM Pc, [-i P. CUT EVERY OTHER REINFORCING BAR(BARS #18 3'-0" 2'-4 1/2" 24" 3'-5" 24" SCHEDULE FOR SPLICE WHERE SULFATES ARE PRESENT,THE ABOVE TABLE SHALL GOVERN IF THE m N m V P. RUNNING PERPENDICULAR TO THE SAW CUT LENGTH AND INFO. d < 8" t 3/8" - 3/8" TABLE VALUES ARE HIGHER. WALLS f'c ALSO IS APPLICABLE FOR RETAINING WALLS. G CONTROL JOINT)1"E.S.OF CONTROL JOINT #3 70 #5 CONCRETE SLUMP SHALL BE DESIGNED TO 4".ALL CONCRETE WITH SLUMPS D SLAB CONTROL JOINT-OPTION 2 (2"TOTAL) ,- - SEE NOTE 10 6Db OR io ° IN EXCESS OF 5"SHALL BE REJECTED AND NOT USED. OWNER MY CHOOSE THIS D = BEND DIAMETER 2 1/2" MIN. EXTEND REINFORCEMENT OF EXCEPT THAT TOLERANCE FOR THE CLEAR DISTANCE TO FORMED SOFFITS c) THE CONCRETE SUPPLIER MUST BEAR THE TOTAL RESPONSIBILITY THAT THE OPTION OVER OPTION 1 SMALL GRADE BEAM INTO ° - * 6 TO 8 LARGER GRADE BEAM AS ° SHALL BE MINUS E T RD E M AND TOLERANCE FOR COVER SHALL NOT MIX DESIGNS WILL ATTAIN THE REQUIRED STRENGTH AND SHRINKAGE - 2"MIN. BAR LAP # # l0 4 x EXCEED MINUS ONE THIRD THE MINIMUM CONCRETE COVER REQUIRED BY THE CHARACTERISTICS.ACCEPTANCE OF MIX DESIGN WILL BE BASED ONLY ON EXISTING SEE NOTE 8 p11 12• 12Db ^ O SHOWN - q°° z m APPROVED PLANS OR SPECIFICATIONS. CONFORMANCE OF SPECIFIED DESIGN STRENGTH AND DESIGN SLUMP. SLAB OR o B HOOK ii HOOK u FOOTING(IF - - D15 14• A OR G II A OR G II in 9. TOLERANCE FOR LONGITUDINAL LOCATION OF BENDS AND ENDS OF REINFORCEMENT 3. PIPE MAY PASS THROUGH STRUCTURAL CONCRETE IN SLEEVES,BUT SHALL NOT BE APPLICABLE) MIN. LAP PER TABLE ALAI ALTERNATING TS D20 16° 6Db OR i ° - SHALL BE f2"(f51 mm) EXCEPT AT DISCONTINUOUS ENDS OF MEMBERS EMBEDDED THEREIN. SLEEVES SHALL BE WRAPPED WITH EXPANSION JOINT FILLER a° WHERE TOLERANCE SHALL BE d:1/2"(f12.7 mm). MATERIAL TO ALLOW CONCRETE TO CURE WITHOUT RESTRAINT. PIPES OR CONDUITS o *SEE REINFORCING DETAIL -�D 2 1/2 - EXCEEDING ONE-THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE IN -MIN. 10. ALL DIMENSIONS SHOWN FOR LOCATION OF REINFORCING STEEL ARE TO FACE OF FOR REBAR LAPS D A p `h STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILS SEE MECHANICAL AND/OR REBAR IS REQUIRED As z z o z z z ° °a BAR AND DENOTE CLEAR COVERAGE. UNLESS SPECIFICALLY NOTED, CONCRETE W Z o Z o Z o p ¢ ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES,ACCESSORIES, ETC. SLAB REINFORCEMENT �w G rn o - 4 q COVERAGE SHALL BE AS FOLLOWS: z-. <w <w o 4. ALL REINFORCING STEEL,WIRE MESH,ANCHOR BOLTS, HOEDOWN ANCHORS,AND CONTROL JOINT n CONTROL JOINT _ Db �- D w Db r _ CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" OTHER INSERTS SHALL BE SECURED IN POSITION AND INSPECTED BY THE BUILDING AT CORNERS �J a o D o o D b o o D I _ CONCRETE EXPOSED TO EARTH OR WEATHER: (N0. 6 THROUGH N0.18) 2" OFFICIAL PRIOR TO PLACING CONCRETE. 6. SAW CUT JOINTS IN CONCRETE SLAB AT LOCATIONS SHOWN ON FOUNDATION `„1 (NO. 5 AND SMALLER) 1 1/2" CO PLAN.SAW CUT JOINTS AS SOON AS THE SLAB WILL SUPPORT THE WEIGHT 5. LOCATION OF CONSTRUCTION OR POUR JOINTS NOT SPECIFIED IN THESE DRAWINGS OF THE SAW AND OPERATOR WITHOUT DISTURBING THE FINAL FINISH. NOTE: CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: MUST BE REVIEWED BY THE ENGINEER. a THE DISTANCE BETWEEN SAW CUT JOINTS SHALL BE 24(8'-O"MIN.)TO REINFORCING IS ONLY REQUIRED IF THERE BEAM BEAM BEAM SLABS,WALLS AND JOISTS: (NO. 14 AND N0.18) 1 1/2" 6. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS,GROOVES,ORNAMENTS, OR 30(16'-0"MAX.)TIMES THE SLAB THICKNESS,UNLESS OTHERWISE NOTED. IS REINFORCING IN THE SLAB(DOWELS CL CL CL GRADE BEAM (SEE FOUNDATION GRADE BEAM (SEE FOUNDATION O THE CONTROL JOINT SYSTEM SHOULD DIVIDE THE SLAB INTO SECTIONS OF ARE ALWAYS REQUIRED) PLAN FOR MORE INFO.) PLAN FOR MORE INFO.) (NO. 11 AND SMALLER) 3/4" ACCESSORIES REQUIRED TO BE CAST IN CONCRETE,AND FOR LOCATIONS OF FLOOR m NOT MORE THAN 250 SQUARE FEET OF SURFACE AREA,U.N.O. 90-DEG 135-DEG 135-DEG BEAMS AND COLUMNS: 1 1/2" FINISHES AND SLAB DEPRESSIONS. (SMALLER OF THE TWO GRADE BEAMS (LARGER OF THE TWO GRADE BEAMS 7. IF JOINTS NEED SUPPORT AT EDGES TO WITHSTAND THE ACTION OF SMALL 5 8"SMOOTH ROD z16" IN THE PLAN DIMENSION IN THE PLAN DIMENSION) SHELLS AND FOLDED PLATE MEMBERS: (NO. 6 THROUGH NO. _3/4" 7. HORIZONTAL CONSTRUCTION JOINTS SHALL HAVE ENTIRE SURFACE REMOVED TO HARD-WHEEL TRAFFIC.THIS ENGINEER RECOMMENDS FILLING THE JOINTS LONG 0 12°O.C..DOWELS STIRRUP HOOKS SEISMIC STIRRUP/TIE ) (N0. 5 AND SMALLER) 1/2" EXPOSED CLEAN AGGREGATE SOLIDLY EMBEDDED. WITH AN EPDXY JOINT FILLER IF SUCH USAGE IS ANTICIPATED. SHALL BE INSTALLED DI SLAB PROVIDE MAXIMUM 1E J RADIUS (TIE BENDS SIMILAR) ,�PLAN VIEW CONCRETE TILT-UP PANELS CAST AGAINST A 8. THE CONTRACTOR SHALL FURNISH AND INSTALL 1/2"PRE-MOLDED EXPANSION 8. MAXIMUM RATIO U LONG SIDE TO SHORT SIDE SHALL TE 1 ACE :1 CENTERLINE,PERPENDICULAR TOOLED EDGE WHERE JOINTS TO JOINT,CENTERED ON THE ARE TO BE FILLED,SAW CUT RIGID HORIZONTAL SURFACE, SUCH AS A JOINTS IN ALL EXTERIOR WALKS AND SLABS AS INDICATED ON DRAWINGS, BUT IN 9. PROVIDE CONSTRUCTION JOINT AT THE END OF CONCRETE PLACEMENT FOR JOINT,AND LEVEL. THE TOOLED JOINT. BAR 90" 135" 135'SEISMIC HOOK CONCRETE SLAB, EXPOSED TO THE WEATHER: (N0.8 AND SMALLER) 1 NO CASE MORE THAN 24'-0"O.C. THE DAY. SEE REINFORCING 3" SEE REINFORCING NO.9 THROUGH NO. 18 2 >, 10. PROVIDE 2-#4 X 4'-0"LONG AT 4"O.C.AT MID-DEPTH OF SLAB AT SIZE D q OR G A OR G APPROX. H SIZE D A OR G APPROX. H ( )- 9. FOUNDATION PLATES OR SILLS SHALL BE BOLTED TO THE FOUNDATION OR CORNERS OF BLOCK-OUTS AND AT RE-ENTRANT CORNERS WHERE " ° SCHEDULE FOR SPLICE CL SCHEDULE FOR SPLICE NOTES: FOUNDATION WALL WITH NOT LESS THAN 5 8 NOMINAL DIAMETER STEEL ANCHOR CONTROL JOINTS DO NOT OCCUR AND WHEN RE-ENTRANT ' #3 1 1/2" 4" 4" 2 1/2" #3 1 1/2" 5" 3 1/2" LENGTH AND INFO. LENGTH AND INFO. 1. PLACE REINF.AT MID-THICKNESS FOR SLABS ON GROUND BUT MAINTAIN BOLTS EMBEDED AT LEAST 7"INTO THE CONCRETE OR MASONRY AND SPACED NOT #4 2" 4 1/2" 4 1/2" 3" #4 2" 6 1/2" 4 1/2" -- -- ---- - CORNERS OR BLOCKOUTS EXCEED 15%OF THE PIECE OF SLAB ABOVE CLEARANCES. MORE THAN 4'APART.THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE WITH 11. SEE FOUNDATION PLAN FOR ADDITIONAL INFORMATION. WRAP W/F AM OR COAT 4 n ONE BOLT LOCATED WITHIN 12"OF EACH END OF EACH PIECE NOT CLOSER THAN 7 12. CONTRACTOR MUST FAMILIARIZE THEMSELVES WITH THE SOILS REPORT FOR TERMINATE REINFORCING W/GREASE ONE END OF #5 2 1/2" 6" 5 1/2" 3 3/4" #5 2 1/2" $" 5 1/2" O 2.THE CONTRACTOR IS RESPONSIBLE FOR ADDING ADDITIONAL CONCRETE TO BOLT DNA. FROM THE END OF EACH PIECE.A NUT AND 3x3x1 4 PLATE WASHER WITHIN 12"OF CONSTRUCTION DOWEL TO ASSURE SLIPPAGE ° q. MEET THE ABOVE CLEARANCES&ALL OTHER CLEARANCES REQUIRED BY / SUBGRAD RSUB SLAB PREPARATION AND FOLLOW ALL RECOMMENDATIONS. JOINT #6 4 1/2" 1'-O" 8" 4 1/2" #6 4 1/2" 11" 6 1/2'• SHALL BE TIGHTENED ON EACH BOLT TO THE PLATE. 13. ANY FLOOR SLAB HOLES FROM THE ATTACHMENT OF PANEL CHAMFER AND APPLY BOND BRAKER TO � THESE PLANS AND ACI.TYP. ®ALL CONCRETE. CONTACT THE ENGINEER IF o rn REVEAL STRIPES SHALL BE PROPERLY PATCHED PRIOR TO SEALING 12"MAX.TYP. JOINT PRIOR TO SECOND #7 5 1/4" 1'-2" 9" 5 1/4" #7 5 1/4"1'-0 1/2" 7 3/4" '"1 1 4 THERE ARE ANY QUESTIONS BEFORE BEGINING CONSTRUCTION&/OR 10. WATER USED IN MIXING CONCRETE SHALL BE CLEAN AND FREE FROM v FLOOR SLABS. SLAB S 3"MIN.TYP. POUR $ °- \-y �° - FABRICATION. INJURIOUS AMOUNTS OF OILS,ACIDS,ALKALIS,SALTS,ORGANIC MATERIALS O 14. BUILDING SLAB IS NOT DESIGNED TO SUPPORT CRANE LOADS,CONCRETE MIXING # 6" 1'-4" 10 1/2" 6" N$ 6" 1'-2 1/2" 9" `X Q- - OR OTHER SUBSTANCES THAT MAY BE DELETERIOUS TO CONCRETE OR - w TRUCKS,OR OTHER SPECIFIC CONSTRUCTION LOADINGS.IF SUCH LOADS OCCUR SAME SIZE REBAR AS THE LARGEST �' 11.ALL SPLICES IN CONTINUOUS REINFORCEMENT OR REINFORCING AS USED IN WALLS, REINFORCEMENT. NONPOTABLE WATER SHALL NOT BE USED IN CONCRETE. N DURING CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE TO UPGRADE _ �+ NOTE: REBAR REQUIRED IN EITHER OF THE _ FOOTINGS, ETC. SHALL BE AS SPECIFIED IN NOTE 14.VERIFY WALL BARS E THE SLAB THICKNESS AND PROVIDE ADDED REINFORCING AS REQUIRED.ANY 6"LONG KEY "N TWO FOOTINGS,SAME NUMBER OF n n q- SHALL BE SPLICED AT OR NEAR FLOOR LINES. BARS MAY BE WIRED TOGETHER AT 1. ALL REINFORCEMENT SHALL BE BENT COLD,UNLESS OTHERWISE PERMITTED BY - y__ _, 11. CONCRETE SHALL BE DEPOSITED AS NEARLY AS PRACTICABLE IN ITS FINAL POSITION DAMAGE CAUSED TO THE SLAB SHALL BE REPAIRED AT THE CONTRACTOR'S 018.O.C. 112- LIJ THE BUILDING OFFICIAL. BARS AS IN THE SMALLER FOOTING SPLICES OR LAPS EXCEPT FOR TOP REINF. OF BEAM AND SLABS,OR WHERE TO AVOID SEGREGATION DUE TO REHANDLING OR FLOWING. CONCRETE SHALL BE EXPENSE PER THE OWNERS REQUEST. _ LINED UP WITH THE BARS IN THE SPECIFICALLY DETAILED TO BE SEPARATED.ALL REINF. SPUCES OR LAP SPLICES 0SMALLER FOOTING 3" SEE REINFORCING CARRIED ON AT SUCH A RATE THAT CONCRETE IS AT ALL TIMES PLASTIC AND 15. WHERE DEPRESSIONS OCCUR IN THE SLAB BELOW THE NORMAL T.o.SLAB ELEVATION 2. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT, CL SCHEDULE FOR SPLICE SHALL BE LOCATED AS INDICATED ON THE PLANS IF SPUCE OR LAP"LOCATIONS FLOWS READILY INTO SPACES BETWEEN REINFORCEMENT CONCRETE THAT HASTO ACCOMMODATE THE REQUIREMENTS OF THE ARCHITECTS OR PLUMBING PLANS,THE - EXCEPT AS SHOWN ON THE DESIGN DRAWINGS OR PERMITTED BY THE LENGTH AND INFO. ARE NOT INDICATED ALL LAP&SPLICES SHALL BE STAGGERED 2-0 O.C. PARTIALLY HARDENED OR BEEN CONTAMINATED BY FOREIGN MATERIAL SHALL NOT SLAB SHALL BE THICKENED TO MEET THE REQUIRED SLAB THICKNESS REQUIRED ° BUILDING OFFICIAL. GRADE BEAM (SEE FOUNDATION GRADE BEAM (SEE FOUNDATION 12. CONCRETE SHALL NOT BE DROPPED THROUGH REINF. STEEL(AS IN WALL)SO AS BE DEPOSITED IN THE STRUCTURE.BY THE FOUNDATION PLAN.SEE THIS DETAL FOR OTHER REQUIREMENTS16. THE MINIMUM SLAB THICKNESS IS 4' -CONT.KLYPLAN FOR MORE INFO. PLAN FOR MORE INFO. TO CAUSE SEGREGATION OF AGGREGATES. IN SUCH CASES, HOPPERS AND VERTICAL >, 17. THE MINIMUM SLAB REINFORCEMENT FOR SLA65 UP TO 5"THICK IS 1 1/2"lbs. 3 4" 12. ADDITIVES AND ADMIXTURES TO CONCRETE SHALL NOT BE USED UNLESS APPROVEDg STANDARD HOOK DETAILS ISM HLER OF THE TWOOS�E BEAMS (ARGER OF THE TWO GRADE BEAMS CHUTES OR TRUNKS SHALL BE USED. CHUTES OR TRUNKS SHALL BE OF VARIABLE BY THE ENGINEER OF RECORD. OF FlBERMESH PER CUBIC YARD OF CONCRETE U.N.O. WALLS AND FOUNDATIONS IN THE DEPTH DIMENSION) LENGTHS SO THAT FREE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED FIVE(5) FEET AND SUFFICIENT NUMBER SHALL BE USED TO INSURE THE 13. THE EXTERIOR FLATNORK SHOULD BE POURED SEPARATELY IN ORDER TO ACT N18. THE MINIMUM SLAB REINFORCEMENT FOR SLABS 5°THICK&UP IS#4 018"O.C. OE.W.CENTERED IN THE SLAB NO SCALE CD005 aCONCRETE BEING LEVEL AT ALL TIMES. INDEPENDENTLY OF THE WALLS AND FOUNDATION SYSTEM. SEE CIVIL/ARCH. � N 319. AN IMPERVIOUS MEMBRANE(VAPOR BARRIER) SHOULD BE PLACED UNDER ALL �SECTION 13. REINFORCING RARS SHALL NOT BE RE-BENT WITHOUT APPROVAL OF ENGINEER. PLANS FOR EXTERIOR FLATWORK INFO. ooSLABS(THE ONLY EXCEPTIONS IS A SLABS WHERE MOISTURE TRANSMISSIONS CONSTRUCTION JOINT 2d1�2^ BENDS SHALL BE MADE COLD. 14. FOOTINGS SHALL BE LOCATED ON CENTER UNE OF WALL, PILASTER,OR COLUMN v a v O THROUGH THE SLAB WILL NOT DAMAGE,ALTER,OR HARM ANY PART OF THE E MIN' SPLICE AT DIFFERENT SIZE GRADE BEAMS UNLESS OTHERWISE NOTED. STRUCTURE, INTERIOR,AND OCCUPANTS).A 10 MIL. (MINM MEMBRANE SHOULD 14.BE USED THAT MEETS THE REQUIREMENTS OF ASTM E1745,THE MEMBRANE 6 TYPICAL REINFORCEMENT SPLICES & EMBEDMENT LENGTH 15. AGGREGATES SHALL CONFORM TO ASTM C33. JOINTSSHOULD BE SPLICED&TAPED TYP. 1/8"RADIUS(TYP.) APPROVED CAULKING 180' HOOK (µHIRE APPLICABLE) NO SCALE CD022 16. CONCRETE MIXES SHALL BE DESIGNED BY A TESTING LABORATORY APPROVED BY THE 20.2"OF MOIST CONCRETE SAND (ASTMC-33) MUST BE PLACED UNDER ALL AFTER CONCRETE ° REBAR EMBEDMENT EMBEDMENTSLABS BETWEEN THE BOTTOM OF SLAB&TOP OF VAPOR BARRIER OR(NEXT 1/2"PREFORMED FIBER ISINPLACE -q SIZE SPLICE LENGTH, INCHES W/ HOOK W/O HOOK ENGINEER. MIXES SHALL E OTHR MONFORMUM TO PPUCABLMENTS BUII DINIED HCODE E OREMENTS, LAYER DOWN AS REQUIRED BY THE SOILS REPORT. EXPANSION JOINT,HOLD q1/2"DOWN FROM TOP BUILDING WALL ABOVE DRAWINGS. MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL N THE ELEVATION OF COMPACTED 3 24" 9" 21"21.THE VAPOR BARRIER SHOULD REST ON 4"OF 3/4°CLEAN CRUSHED ROCK OF SLAB .- ° - # BEFORE USE. DESIGNS SHALL SHOW PROPORTIONS OF CEMENT, FINE AND COARSE R UNDISTURBEDU.N.O. (THIS RECOMMENDATION IS ONLY REQUIRED®SITES WITHOUT A SOILS VERTICAL DJACENT SOIL #4 32" 12" 27" AGGREGATES AND WATER,AND GRADATION OF COMBINED AGGREGATES. REPORT RECOMMENDATION FOR SUB SLAB PREPARATION) ° SINGLE BARS 0 SLAB ABOVE 17. PROVIDE 3/4"CHAMFER AT EXPOSED EDGES OF CONCRETE, UNLESS OTHERWISE 22.ALL REFERENCE TO FlBERMESH IN THESE PLANS REFERS TO THE PRODUCT CONCRETE SLAB 4db OR WALL 5'SLOPE #5 40" 15" 33" SHOWN. BY SI CONCRETE SYSTEMS "FlBERMESH 300"TYP. U.N.O. 1 q• 2 1/2" LOCATIONSMIN. #6 48" 18" 38" 18. SECURE REINFORCING,ANCHOR BOLTS, INSERTS, ETC. RIGIDLY IN PLACE PRIORRRMM DETAIL ADDITIONAL FOOTING DEPTH TO POURING CONCRE E. 180' HOOK MAY BE REQUIRED TO MEET I-III- _ #7 69" 21" 53"EXPANSION ISOLATION JOINT THE ADJACENT GRADE - _ Q 5'MIN. 19. SUPPORT HORIZONTAL REINFORCING ON GALVANIZED CHAIRS EXCEPT MORTAR BLOCKS ARCHITECTS, PC ° a REQUIREMENTS. CONTRACTOR - 45' MAX. 8 78" 24" 59" OR OTHER APPROVED METHOD OF SUPPORT AT FOOTINGS,AND SLABS ON GRADE. 1317 Executive BIVd,Suite 200 sEE NOTE#10 - &CIVIL ENGNEER MUST - -I # NOTE THAT BRACING AND LIFT INSERTS,AND CHAIRS AT TILT-UP PANELS, NEED Chesa eake,VA 23320 (PROVIDE WHERE - COORDINATE THE REQUIRED I�6" CLR. MIN., NOT BE GALVANIZED BUT SHALL HAVE PLASTIC TIPS. ppCONTROL JOINT #5 BARS x16°LONG 012"O.C.(0 SLABS:W/3/4" #9 88" 27" 65" (757�22-28281fax(757�22-6883 DOES NOT OCCUR) 8 CUSHION ON SIDES OF DOWELS.NOTE:THE OWNER MAY a ° ° ° ° VERTICAL DEPTH OF FOOTING IF =III III= TYP. & 12 20. REMOVE FORMS AT FOLLOWING MINIMUM TIMES AFTER POURING:AT SLAB EDGES - CLR. MAX.00 EMBED CHOOSE . USE T REBAR DOWELS z 16°LONG - ° aq - ° - BARS 0 APPLICABLE #10 98" 31" 73" 24 HOURS;AT WALLS LESS THAN 4' HIGH - 36 HOURS. MAY O.C.W/OUT THE 3/4"CUSHION.THIS OPTION -III " II U.N.O. MAY RESULT IN MORE SLAB CRACKING. q a WALL FOOTING DEPTH ASS - 21. CONSTRUCT FORMWORK TO MAINTAIN TOLERANCE AS OUTLINED IN ACI 347. CONTROL J TNT ) • °q- REQUIRED B`I THE PLANS #11 108" 35" 81"LOCATIONS - MWORK SHALL BE REUSED IN ACCORDANCE WITH ACI 347. CONTROL JOINT -4 (THE FOOTING DEPTH �I III=1 I I SPLICEU.N.O. NEW CONCRETE MUST BE AT LEAST AS WW LENGTH EMBEDMENT 22. TRENCHING OF GRADE BEAMS SHALL BE EXCAVATED IN ORDER TO PROVIDE THECONTROL < a SLAB THICKNESS DEEP AS REQUIRED BY LENGTH INTO BEAM CROSS SECTION INDICATED. BEAM AND SLAB DEPTHS AND WIDTHS ASJOINTS DOUBLE THE PROJECT SOILS CONCRETE INDICATED ARE MINUMUM ACCEPTABLE SIZES. LARGER SIZE BEAMS AND SLABS4"MIN. , 4"MIN. REPORT CONTACT THE FOOTING WIDTH AS REQUIRED FORMED BY LESS ACCURATE TRENCHING MAY REQUIRE ADDITIONAL REINFORCING ISOLATION JOINT NOTE: ENGINEER IF THERE ARE BY THE PLANS NOT SHOWN WHICH SHALL BE DETERMINED BY THE ENGINEER DURING USE SIMPSON THIS DETAIL DOES NOT APPLY TO PAD FOOTINGS PROVIDE BOND ANY DISCREPANCIES w ( SET-XP EPDXY 12" REBAR TO BE STANDARD CONSTRUCTION REVIEW.ALL LOOSE DIRT FROM SIDES AND BOTTOMS N TRENCHES T9aoS ♦�'�� n DETAIL BREAKER) NOTE: SPLICED HOOK SHALL BE REMOVED. HAUCHES SHALL BE CUT ON EACH SIED OF TRENCHS OF 7eo�tiz EXISTING CONCRETE NEW CONCRETE ADEQUATE SIZE TO MAINTAIN THE VERTICAL SIDES OF THE TRENCH. TONAL 6N TERMINATION OF CONCRETE THIS DETAIL ADDRESSES ADJACENT GRADE LOCATIONS R NE INFO. . SHE THINNER SLAB SIDE THICKER SLAB SIDE 10 FOUNDATION. SEE THE FOUNDATION & CIVIL PLANS FOR MORE INFO.ALSO 1 BAR DIAMETER CONCRETE SURFACE OR 23. WHERE HILT] EPDXIES ARE SPECIFIED IN THESE PLANS THE CONTRACTOR 3/4"SQ.CUSHION DOWELS zt 6°LONG SEE "FOUNDATION NOTES"DETAIL FOR MORE INFO. MAX JOINT IN CONCRETE MAY SUBSTITUTE AN APPROVED EQUAL(ie SIMPSON STRONG TIE, ETC.) EXPIRES 1I-7-2015 \a, 012"O.C.CUSHIONING TO OCCUR AT SIDES JOINING(E)CONCRETE W/(N)CONCRETE °"'/"'"'-'- coot, CONCRETE NOTES It� OF DOWELS ONLY NOTE:THE OWNER MAY IF APPLICABLE) 7 ADJACENT GRADES TO FTG 15.ALL REINFORCING SHALL BE DETAILED, FABRICATED AND PLACED, IN 1 CHOOSE TO USE#5 REBAR DOWELS x A. LONG 012"O.C.OR 3/4"0 x 16"LONG NO SCALE CDO30 ACCORDANCE WITH THE LATEST ACI DETAILING MANUAL CN001-2012 IBC SMOOTH DOWELS 012"O.C.THIS OPTION NORMAL FINISHED ELEVATION OF 0 OL JOINT MAY RESULT IN MORE SLAB CRACKING. BUILDING SLAB TH NIECES DEPRESSED SLAB 16 ACCESSORIES ICIAND SHALLNG HALL BE SUPPORTED SEC RRE Y WIRED FORMS, SPACED N ACCORDANCE RDANCEA WITH PIPES IS ARETED A THINNER THICKER ° d-(SEE ARCH'L PLANS N THE LATEST EDITION OF THE CRSI "MANUAL OF STANDARD PRACTICE" IN THI_\�AREA SLAB SEE FOUNDATION FOR FOR DEPRESSION DEPTH THICKNESS SLAB THICKNESS NORMAL BOT.OF FIG. \\\ _ ° SLAB ) /� N N THICKNESS 2 z d .° SEE FOUNDATION FOR _< REINFORCING"G �P a SLAB THICKNESS V ^J� d UNLESS°NOT NOTED CN002-2012 IBC 1°CLEAR BETWEEN a_ III 18°MIN. /\///•T \ PIPE AND SLEEVE. \%\\ a OTHERWISE 32 DNA's 32 DIA's , (TYP.) III � (4"MIN.) d d (4°MIN.) "'� CONCRETE FILL TO BE ;Y�\ cz d+4" d+4" 2- 5 32 DNA's 16 DNA's a PLACED BEFORE BE y\ nI�T�� TYPICAL IS POURED-MAKE JOINING OF SLABS OF DIFFERENT THICKNESSES �I SLAB DEPRESSIONS SAME WIDTH AS FOOTING AND FULL WIDTH OF III L..Its (1) #4x48"LONG PIPE TRENCH.(TYP.) 1 Q (IF APPLICABLE) (IF APPLICABLE-SEE ARCH'L.PLANS FOR LOCATIONS,DEPTH,&DIMENSIONS) _ LLI 11 TYPICAL SLAB ON GRADE NG UNDER TYP AT CORNERS o FOOTING NG 36'ORPIPES ILESS BELOW PIPES N BACKFILLED TRENCHES Q NO SCALE coo08-2012 IBC M �1NORMAL BOTTOM OF FOOTING, , B PARALLEL TO FOOTINGS NOTE: � J SEE"TYPICAL REINFORCEMENT AT PANEL OPENINGS (AND KNOCKOUTS)" FOR .. Q TYPICAL CONCRETE WALL PANEL REINFORCING. " 2 NOTE: Z A DOUBLE CURTAIN 1 ISEE TYPICAL FOOT NO DETAILEPPED O Z m FOR REINFORCING. Q Z Q 8 OPENING IN CONC FLOOR SLAB OR WALL 32 DNA's 32 CIA'S 6 DNA's NO SCALE CIO(. 12"MIN. o �� � m O� Zp �g Q Z FOR PIPES PASSING UNDER FOOTING OVER 36"BELOW O p o V NORMAL BOTTOM OF FOOTING,STEPPED FOOTING IS REO'D. LL Q N 2 RELATIONSHIP OF PIPES SINGLE CURTAIN TFE3wch�TO FOOTIRW NO SCALE 3 0 0 a v 4 REINFORCING LAPS AT CONC. WALL W F007M M6BECTION NO SCALE FGD006 Sheet S1.2 of 1. ALL BUTT WELDS SHALL BE COMPLETE PENETRATION WELDS. 1. UNLESS SPECIFICALLY NOTED OTHERWISE NAILING SHALL BE DONE IN ACCORDANCE FOR CONDTTIONB NOT Lll REFER TO TABLE 2304.9,1 WITH THE FOLLOWING SCHEDULE USING ONLY COMMON WIRE NAILS NAILING NOT 1. UNLESS SPECIFICALLY SHOWN OTHERWISE,BOLTS WHERE CALLED FOR ON THE , . 2. ALL WELDING OF STRUCTURAL STEEL MEMBERS SHALL BE DONE BY CURRENTLY OF THE 2012 BC DRAWINGS SHALL BE MACHINE MADE A307 TYPE. NOTED BELOW OR ON THE PLANS SHALL HAVE A MINIMUM OF 2 NAILS AT EACH CERTIFIED WELDERS AND DONE IN CONFORMANCE WITH THE A.I.S.C.AND A.W.S. 2. ALL BOLTS AND LAG SCREWS SHALL BE POODW WITH STANDARD STEEL WASHERS SPECIFICATIONS.ALL WELDING SHALL BE ACCOMPLISHED USING THE SHIELD CONTACT,8d FOR iz MATERIAL AND i6d FOR 2x MATERIAL. 15. BRIDGING TO JOIST,TOENAIL EACH END. 2-Sd UNDER HEAD AND NUTS WHICH BEPR ON WOOD ACCORDING 70 THE WASHER V METAL ARC WELDING PROCESS(SMAW WITH E7-XX ELECTRODES OF THE 2. NAILS SHALL NOT BE DRIVEN CLOSER TOGETHER THAN 1/2 THEIR LENGTH NOR 16. SOLE PLATE TO JOIST OR BLOCKING, SCHEDULE ON THIS SHEET,UNLESS SPECIFICALLY NOTED OTHERWISE Z SUBMERGED ARC WELDING PROCESS (SAW)WITH E7X-EXXX ELECTRODES OR THE CLOSER TO EDGE OF MEMBER THAN 1/4 THEIR LENGTH.HOLES SHALL BE BORED BLOCKING,FACE NAIL. . . . . . . . . . . . . . 16d 0 16"O.C. 3. BOLTS AND SCREWS SHALL BE TIGHTENED AT TIME OF ERECTION AND RE- �r FLUX-CORED ARC WELDING PROCESS(FCAW WITH E7IT-8 ELECTRODES(E70T-4 WHERE NECESSARY TO PREVENT SPLITTING.PENETRATION INTO THE PIECE 17. TOP PLATE TO STUD,END NAIL. 2-16d FOR 2x4 TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. RECEIVING THE POINT SHALL NOT BE LESS THAN 1/2 THE LENGTH OF THE NAIL. NOT REQUIRED WHERE A35 3-16d FOR 2x6 4. SILL PLATES OF INTERIOR WALLS THAT ARE COVERED WITH STRUCTURAL N ELECTRODES ALLOWED FOR SHOP WELDING ONLY) LOW HYDROGEN ELECTRODES ( PLYWOOD(SHEAR PANEL)AND EXTERIOR WALLS,SHALL BE FOUNDATION GRADE SHALL BE USED AND KEPT DRY,AND PARENT METALS SHALL BE PREHEATED IN 3. WHERE POSSIBLE NAILS DRIVEN PERPENDICULAR TO GRAIN SHALL BE USED INSTEAD ANCHORS ARE USED) 4-16d FOR 2x8 REASSURE TREATED D.F.2x OR 3x(SEE SHEARWALL SCHEDULE)THICK AND OF LU LTJ ACCORDANCE WITH AWS STANDARDS. NO WELDING PERMITTED ON MEMBERS OF TOE NAILS. 18. STUD TO SOLE PLATE . 4-8d TOENAILS SANE WIDTH AS SUDS. ALL OTHER WALLS THE SAME EXCEPT PLATES SHALL BE F LT] SUPPORTING LOADS. (USE ONE HALF OF REQUIRED TOE NAILS OR 2-16d ENDNAILS 2x THICK PRESSURE TREATED FR. PRESSURE TREATED D.F.SHALL BEAR Q 4. BUILT UP BEAMS,JOIST,AND RAFTERS: ON ONE SIDE WHERE A35 ANCHORS W/2z SILL THE AWPB QUALITY MARK AND ALL CUTS OR HOLES SHALL BE RE-TREATED PRIOR TO INSTALLATION. m 3. WHERE THE CONTRACTOR REQUESTS WELDING O BE USED IN LIEU IN BOLTED ARE USED). N m TYPICAL 12"12" 2x6. 6-Bd TOENAILS 5. NO SILL PLATE PIECE SHALL END D ON THE LENGTH OF SHEAR PANEL UNLESS V ,o CONNECTIONS SUCH WELDING SHALL BE DONE ONLY WITH THE ENGINEERS PRIOR 16d SPACED SPECIFICALLY SHOWN AND DETAILED ON THE PLANS. m APPROVAL. IS SHOWN OR 2x SILL ENDNAILS O (� W/2x SILL 6. BEARING WADS AND PARTITIONS SHALL HAVE DOUBLE TOP PLATES,PROVIDE N N 4. HOLES PUNCHED OR DRILLED IN BEAMS SHALL BE AS FOLLOWS UNLESS NOTED 10"IN DEPTH OR LESS €_ METAL FRAMING ANCHOR AT EACH SIDE OF TOP PLATE AT INTERSECTING OTHERWISE ON THE DRAWING: HOLES FOR BOLTS SHALL BE 1/16"LARGER THAN 2x8. . . . . . . . . . . . . 8-8d TOENAILS WALL PARTITIONS. N W N THE NOMINAL DIAMETER OF THE BOLT WHERE CONNECTION IS OF SHEAR TYPE,AND OR 4-16d ENDNAILS 7. PLYWOOD NOTES: Q TYPICAL 24" 24" W/2x SILL 3/16"LARGER WHERE CONNECTION IS OF BEARING TYPE ON CONCRETE OR 1/2CE BOLTS A IN HORIZONTAL PLYWOOD DIAPHRAGMS,NO PANEL LESS THAN 24'WIDE �-] N • MASONRY. SPACED AS 19. DOUBLE STUDS,FACE NAILS. 16d O 12°O.C.STAGGERED SHALL BE USED.IN VERTICAL PLYWOOD DIAPHRAGMS,NO PANEL LESS ^ SHOWN THAN 12"WIDE SHALL BE USED. IIL^A Q, 5. ALL STRUCTURAL STEEL AND MISCELLANEOUS STEEL SHALL RECEIVE ONE SHOP MORE THAN 10'IN DEPTH €_ 20. DOUBLE TOP PLATES,FACE NAILS, 16d 0 16"O.C. B.ANY PIECE OF PLYWOOD SPANNING ACROSS FEWER THAN 3 SUPPORTS SHALL COAT OF RED OXIDE OR ZINC CHROMATE OR APPROVED EQUAL BASE. BE BLOCKED ON ALL EDGES. Z 2"TYP.T.&B. 21. TOP PLATES,LAPS AT INTERSECTIONS, C.SHEAR WALL PLYWOOD SHALL BE BLOCKED ALL EDGES. ' 6. ALL STRUCTURAL& MISCELLANEOUS STEEL SHALL CONFORM TO THE FOLLOWING FACE NAILS. . . . . . . . . . . . . 2-16d STANDARDS: 5. FOR PLYWOOD SHEATHING,SEE DIAPHRAGM DETAILS AND SCHEDULES.VERTICAL 8. ANCHOR AND/OR SILL WETS BE UPSET THREADS ARE NOT PERMITTED. U w m 22. CEILING JOIST TO PLATE,TOENAIL 3-16d 9. BOLT HOLES IN WOOD SHALL BE OVERSIZED BY 1/32'.STANDARD WASHERS SHALL O PANELS OF EXTERIOR GRADE PLYWOOD NOT INCLUDED IN THE PLYWOOD SHEATHING U 0)WIDE FLANGE MEMBERS(W, S,AND HP SHAPES)ARE TO BE ASTM A992 SCHEDULE SHALL BE NAILED WITH 8d AT 6"O.C.AT PERIMETER OF PANELS AND 23. STUD TO CONTINUOUS HEADER,TOENAIL. 4-Sd BE USED UNDER ALL HEADS AND NUTS BEARING ON w00D (Fy=50ksi) IN ACCORDANCE WITH AISC. 8d AT 12"O.C.AT INTERMEDIATE BEARINGS. d' 24. CEILING JOIST,LAPS OVER PARTITIONS, 10. ALL BOLTS IN WOOD SHALL BE SPACED FOUR DIAMETERS MINIMUM AND SEVEN 0 � a U" b)CHANNELS, ANGLES, TEES, AND MISCELLANEOUS AISC STEEL SHAPES ARE (c)WHERE THE DIAPHRAGM IS CURVED"OUT OF PLANE' FACE NAILS. . . . . . . . . . . . . . . . . . . 3-16d DIAMETERS MINIMUM END DISTANCE,UNLESS OTHERWISE NOTED. TO BE ASTM A36. F=36 KSI MIN. UNO (CURVE RADIUS = 6'OR GREATER USE THREADED 11. PREDRILL HOLES WHERE WOOD TENDS TO SPLIT. Q C j 0 25. CEILING JOIST TO PARALLEL RAFTERS, F. y NAILS W/THE SAME MIN DIA. &LENGTH FACE NAILS. 3-16d 12. LUMBER SHALL BE GRADED IN ACCORDANCE WITH PNSI/AF&PA NDS-2005 E" m c)HIGH STRENGTH BOLTS:ASTM A325N 1/2"TO 1"DIAMETER CHARACTERISTICS SPECIFIED&WHEN THE CURVE CLASSIFICATION.DEFINITION AND METHODS OF GRADING FOR ALL SPECIES OF Calv) 'U E INCLUSIVE FY=92 KSI. 1 1/8"TO 1 1/2"DIAMETER INCLUSIVE RADIUS IS LESS THAN 6' (2 1/2' MIN) USE WOOD 26. 1"BRACE TO EACH STUD AND PLATE, LUMBER.SOLID SAWN LUMBER SHALL BE GRADE MARKED DOUGLAS FIR 19% FY=81 KSI SCREWS W/SIM OR GREATER DOA.AS NAIL FACE NAILS . . . . . . . . . . . . . . . 2-8d MOISTER CONTENT MAXIMUM AS FOLLOWS: 27. DOUBLE RAFTERS,FACE NAIL . 16d 0 12"O.C. '- d)ASTM A-307 BOLTS SHALL BE USED UNLESS OTHERWISE NOTED. REQUIREMENT&3"LONG MIN. a)HORIZONTAL FRAMING MEMBERS(JOIST,RAFTERS,&BEAMS):D.F.#2 U.N.O. e)STRUCTURAL PIPE SHALL CONFORM TO A.S.T.M.A-53 GRADE "B"Fy=35 KSI. MIN. 6. STUDS TO BEARINGS USE TOE NAILS EACH SIDE:2x4-(2)10d,2x6-(3) 10d, 28. BUILT UP STUDS. 16d O 24°O.C. b)VERTICAL FRAMING MEMBERS(POST,4x AND LARGER):D.F.#1(SUDS 2x . 2x8-(4)10d.STUDS OVER 14'-0"HIGH AT EXTERIOR WALLS,PROVIDE A FRAMING 29. BLOCKING BETWEEN JOISTS OR RAFTERS AND 3x):D.F.12 pq f)STRUCTURAL TUBING SHALL CONFORM TO A.S.T.M.A-500 CUP ON ONE SIDE AT EACH END OF STUD IN LIEU OF TOE NAILS ON THAT SIDE. TO JOIST OR RAFTERS - GRADE"C"Fy=50 KSI. TOENAILS,EACH SIDE,EACH END. . 2-10d c)PLANKING,2"OR MORE IN DEPTH:D.F.#2 7. BLOCKING BETWEEN STUDS,EACH END: (2) 10d TOE NAILS TOP&BOTTOM. 13. STRUCTURALAND GLUED-LAMINATED TIMBER SHALL CONFORM R ANSI/N A STANDARD (J)ANCHOR BOLTS: F1554 GR36 TYPICAL. TO NAILSJOIST OR RAFTER BEARINGS FA190.1ABRIC AND ASTM D3737.THE FABRICATION SHALL BE PERFORMED IN OF APPROVED 8. DOUBLE TOP PLATE NAILING LEGEND: TOENAILS EACH END. 2-10d FABRICATIONS SHOP IN ACCORDANCE WITH COG 1701 DESIGN AND MANUFACTURE h)HEADED STUDS:ASTM A108.70X (A)LOWER PLATES(TO STUD): 2x4-(2) 16d,2x6-(3)16d,2x8-(4) 16d. OF STRUCTURAL GLUED-LAMINATED TIMBER.GLUED LAMINATED TIMBER SHALL (SEE NOTE N0.7 FOR STUDS OVER 14'HIGH.) 30. BLOCKING BETWEEN STUDS. 2-16d OR i)WELDING ELECTRODES: E70XX � � � � � � � � � � 2-10d TOENAILS HAVE THE FOLLOWING MATERIAL PROPERTIES:SIMPLE SPANS:COMBINATION 24F-V4 j) ALL PLATES, MISC. SHAPES, AND STRUCTURAL SHAPES (AISC, etc.) USED (6)UPPER PLATE TO LOWER PLATE,16d NAILS: 31. tz8,OR LESS,SHEATHING EACH BEARING 2-8d DF/DF,CANTILEVERED SPANS:COMBINATION 24F-v8 or/OF,FB=2400,PSI FV=165 AS PART OF A CONNECTION, DOUBLER PLATES, CONTINUITY PLATES, ETC. TYPICAL 16" i6" PSI,E=1,800,00 PSI,Fc=650 PSI,U.N.O. MATERIAL 32. BLOCKING BETWEEN JOISTS OR RAFTERS 14. PLYWOOD SHALL CONFORM TO 2013 CBC STANDARDS CONSTRUCTION AND INDUSTRIAL IN THESE PLANS SHALL BE MADE OF EQUAL MATERIAL ( TO TOP PLATE . 3-8d TOENAILS PLYWOOD(5 PLY MIN.)PLYWOOD SHALL BE MANUFACTURED USING EXTERIOR PROPERTIES, GRADE, YIELD STRENGTH, ETC.) AS THE MAIN STRUCTURAL GLUE.PLYWOOD DIAPHRAGMS AND SHEAR WALLS SHALL BE CONSTRUCTED WITH MEMEBERS BEING CONNECTED, TYP. 33. CEILING JOISTS TO TOP PLATE. . . . . . . . . . 3-8d TOENAILS PLYWOOD SHEETS NOT LESS THAN 4'BY 8'.EXCEPT AT BOUNDARIES AND CHANGES IN FRAMING WHERE MINIMUM SHEET DIMENSION SHALL BE 24"UNLESS 7. LIGHT GAUGE COLD-FORMED STRUCTURAL STEEL SHALL CONFORM TO THE (C)UPPER PLATE TO LOWER PLATE AT SPLICE: (8) 16d STAGGERED 34. JOIST TO SILL OR GIRDER,TOE NAIL . . 3-8d ALL EDGES OF THE UNDERSIZED SHEETS ARE SUPPORTED BY FRAMING MEMBERS c SPECIFICATIONS OF THE AISI -GENERAL- 07 AND AISI - NAS - 07 OR BLOCKING.FRAMING MEMBERS OR BLOCKING SHALL BE PROVIDED AT THE EDGES O 9.MULTIPLE MEMBERS(KING,TRIMMER,POSTS)STICHED NAIL TOGETHER, OF ALL SHEETS IN SHEAR WALLS.DIAPHRAGM SHEATHING NAILS OR OTHER APPROVED 8. LIGHT GAUGE STRUCTURAL STEEL SHALL BE SHAPED AS SHOWN IN THE A.I.S.I. STAGGER NAILS FOR STUD WIDTHS OVER 4": 16d 06"O.C. 35. INS*SUBFLOOR OR LESS TO EACH SHEATHING CONNECTORS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE CL DESIGN MANUAL, UNLESS SPECIFICALLY OTHERWISE CALLED FOR. 10.MULTIPLE STUDS AT CORNERS AND INTERSECTIONS(AT CONTACTS): 16d 012"O.C. JOIST,FACE NAIL 2-8d SURFACE OF THE SHEATHING.SPAN RATING MUST MEEF OF EXCEED SUPPORT .>- 2 STAPLES 1 3/4° SPACING FOR THE GIVEN APPLICATION. O 9. ALL ENDS OF EXPOSED STRUCTURAL SHAPES AND TUBE STEEL MEMBERS SHALL 11.DOUBLE JOIST UNDER PARTITIONS: 36. 2°SUBFLOOR TO JOIST OR GIRDER, 15. LUMBER SHALL NOT BE CUT OR NOTCHED UNLESS APPROVED,IN WRITING,BY N HAVE 1/4"CAP PLATE WITH WELDS GRIND SMOOTH. WWHERE HERE NOT BLOCKEDKED �,EACHL BE SAME ECK DAS(2) 16d.U BEAMS NOTE NO.5. BLIND AND FACE NAIL 2-16d THE ENGINEER OF RECORD. 10 ( ) 37. BUILT-UP HEADER,TWO PIECES 16. ENDS OF WOOD GIRDERS ENTERING MASONRY OR CONCRETE WALLS SHALL BE 10.THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL TEMPORARY SUPPORTS 12. TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF APPROXIMATELY 30'WITH THE PROVIDED WITH A 1/2°AIR SPACE ON TOPS SIDES AND ENDS. MEMBER AND STARTED APPROXIMATELY 1 3 THE LENGTH OF THE NAIL FROM WITH 1/2"SPACER 16d 016"O.C.ALONG REQUIRED FOR ERECTION. IF ERECTION BRACING IS REQUIRED IT IS TO BE THE MEMBER END / EACH END 17. THE NUMBER AND SIZE OF NAILS CONNECTING WOOD MEMBERS SHALL NOT BE PREPARED BY A LICENSED ENGINEER. 30. 38. CONTINUED HEADER,TWO PIECES 16d 016"O.C.ALONG 18 LECOW NS.N THAT SET FORTH IN UBC FOR STANDARD CONSTRUCTION. EACH END SEE SPECIFICATIONS FOR GRADE REQUIRED.EXPOSED COLUMNS SHALL BE SET 11.ALL MATERIAL AND WORKMANSHIP SHALL BE E ACCORDANCE WITH THE LATEST 39. 1"BRACE E EACH STUD AND PLUMB WITHIN 4 1/8' REVISED EDITION OF THE AISC MANUAL OF STEEL CONSTRUCTION,WHICH INCLUDES PLATE,FACE NAIL. 2-8d 19.THE CONTRACTOR SHALL USE CONVENTIONAL FRAMING TECHNIQUES WHEN FRAMING THE SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS,THE CODE OF STANDARD L 40. BUILT-UP GIRDERS AND BEAMS, THIS STRUCTURE.WHEN THE DETAILS OR PLANS DON'T SHOW OTHERWISE, PRACTICE AND THE AWS STRUCTURAL WELDING CODE. 2"LUMBER LAYERS 10d NAIL EACH LAYER AS CONTACT THE ENGINEER WITH ANY FRAMING QUESTIONS BEFORE BEGINNING 12.GROUTING OF COLUMN BASE PLATES: BASE PLATES SHALL BE DRYPACKED OR L/3 FOLLOW:32"O.C.AT TOP CONSTRUCTION. AND BOTTOM AND STAGGERED. 20.ALL METAL CONNECTORS IN THESE PLANS ARE MANUFACTURED BY SIMPSON STRONG GROUTED WITH 1 1/2"NON-SHRINK GROUT OR EQUAL. MINIMUM COMPRESSIVE TWO NAILS AT ENDS AND AT 41. ROOF RAFTERS T: RIDGE,VALLEY TIE.THE CONTRACTOR MAY USE A SIMILAR PRODUCT BY A DIFFERENT MANUFACTURE STRENGTH SHALL BE 4000 PSI AT 28 DAYS.ALL SURFACES SHALL BE PROPERLY OR HIP RAFTERS: EACH SPLICE. IF THE STRUCTURAL VALUES FOR THAT PRODUCT ARE EQUAL TO OR GREATER THAN 13. NAILS SHALL ACHIEVE THE MINIMUM PENETRATION SPECIFIED IN THE TABLE BELOW. N CLEANED OF FOREIGN MATERIAL PRIOR TO THE GROUTING OPERATION. FOR THE PRODUCT SPECIFIED.THE CONTRACTOR MUST PROVIDE DOR A GENE THAT NAILS SHALL NOT BE DRIVEN CLOSER TOGETHER THAN THE MINIMUM SPACING TOE NAIL 4-16d PROVIDES A SIDE BY SIDE COMPARISON OF THE TWO PRODUCTS FOR A GENERAL O N 13.FULL S,AND WELDED CONNECTIONS D WE)AT MOMENT FRAMES, BONGED NOR CLOSER TO THE MEMBERS END ES EDGE TITAN 1 NT THE MINIMUM SPACING. FACE NAIL .3-16d REVIEW FROM THE ENGINEER OF RECORD. c FRAMES,AND ALL FULL PENETRATIONS FIELD WELDS SHALL HAVE ULTRASONIC HOLES SHALL BE BORED WHERE NECESSARY'TO PREVENT SPLf7TING. O 42. RAFTERS TIES TO RAFTERS,FACE. 3-8d 21.ALL NEW FRAMING LUMBER SHALL HAVE MAX.MOISTURE CONTENT WHEN THE 1 'y TESTING FOR COMPLIANCE WITH AISC 13tN EDITION ULTRASONIC TESTING COMLM WIRE RAL PROPERTIES ROUGH FRAMING PACKAGE IS FINISHED ANDD BEFORE ANY ADDITIONAL INTERIOR o •g SHALL BE PERFORMED BY AN INDEPENDENT TESTING AGENCY THAT HAS 43. ALL NAILS EXPOSED TO THE WEATHER SHALL BE GALVANIZED. FRAMING BEGINS. E BEEN INSPECTED BY THE NATIONAL STANDARDS.TESTING INSPECTIONS SHALL MINIMUM 44. JOIST TO LEDGER 3-16d(ONLY 0 JOISTS W/TOTAL LENGTH OF 4'OR LESS 22.WHEN COUNTERSINKING IS REWIRED BY A DETAIL IN THESE PUNS.THE DEPTH OF PENNY WEIGHT NAIL 45. JOISTS/TRUSSES OR RAFTERS AT BEARING, BE QUALIFIED BY ASNT BUREAU OF RECOMMENDED PRACTICE SNT-TC-Al. PROVIDE PENETRATION* THE COUNTERSINK CAN ONLY BE 1/4"GREATER THAN THE THICKNESS OF THE PROPER SURFACE PREP.AND BACKUP PLATES AS REQUIRED PER AISC AND AWS. (SIZE) DIAMETER AND SPACING TOENAIL EACH SIDE. . .2-10d BOLT HEAD OR NUT&WASHER. 14.ALL EXPOSED WELDS SHALL BE FILLED AND GROUND SMOOTH WHERE METAL COULD 6d .113 1.36" 46. CEILING/ o SOFFIT JOISTS TO PERPENDICULAR 23.PROVIDE A DOUBLE ROW OF ON 70 ALL FRAMING ON IDENTIFIED STRUT MID/OR N u N > C1 m LEDGER/BEAM .3-16d OR FM HANGER 02z4 COLLECTOR LIN6(ie:IF PLYWOOD EDGES ARE ON A STRUT MID/OR � 10 COME IN CONTACT WITH THE PUBLIC. UNLESS WELDS ARE PERMITTED BY THE 8d .131 1.57" 4-16d OR FM HANGER 0 2z6 COLLECTOR UNE THERE WILL BE 4 ROWS OF BN STAGGERED IF THE STRUT v PROJECT ARCHITECT. 5-16d OR FM HANGER 0 2z8 AND/OR COLLECTOR IS AT THE EDGE OF A DIAPHRAGM OR IN THE MIDDLE OF L'T 15.NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL BE ALLOWED THRU tOd .148 1.78 6-16d OR FM HANGER 0 200 A SHEET OF PLYWOOD(NOT 0 EDGE OF PLYWOOD)THERE WILL BE 2 ROWS $ T STRUCTURAL STEEL MEMBERS. BOLT HOLES SHALL CONFORM TO AISC SPECIFICATION, 16d .162 1.94" 7-16d OR FM HANGER 0 202 ON ON STAGGERED TYP.) AND SHALL BE STANDARD HOLES UNLESS OTHERWISE NOTED. NO CUTTING e FM HANGER 0 WOOD I-JOIST 24.ALL LAG SCREWS SHALL HAVE LEAD HOLES AS FOLLOWS T 20d .192 2.30" )THE CLEARANCE HOLE FOR THE SHANK SHALL HAVE THE SAME DIAMETER -O OR BURNING OF STRUCTURAL STEEL WILL BE PERMITTED WITHOUT PRIOR CONSENT A PENETRATION INTO THE PIECE AS THE SHANK,AND THE SAME DEPTH OF PENETRATION AS THE LENGTH 0)c OF THIS ENGINEER. OF UNTHREADED SHANK. O N 3 O RECEIVING THE POINT b)THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A DIAMETER O O O L 16.HIGH STRENGTH BOLTS WHERE INDICATED IN THE PLANS OR DETAILED SHALL EQUAL TO BOX TO 75X OF THE SHANK DIAMETER IN THE WOOD AND CONFORM TO A.S.T.M.A325 OR A490,AND BE PROVIDED WITH HARDENED WASHERS 14. NAILS USED IN PRESSURE TREATED LUMBER SHALL BE HOT DIPPED GALVANIZED. A LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED v a 1D o CONFORMING TO A.S.T.M. F436. SLIP-CRITICAL TYPE BOLTS (A325-SC OR A490-SC) PORTION. THE LARGER PERCENTILE SHALL APPLY TO LAG SCREWS OF GREATER TERS. OF THE SHALL BE TWIST-OFF-TYPE TENSION-CONTROL BOLT ASSEMBLY.AT CONTRACTORS /� NAILING SCHEDULE SHALL BEDINSERRTED INH ITS LEAD HOLE BYTHREADEDO TURNING WITHGASCR WRENCH OPTION,THE COMBINATION OF HIGH STRENGTH BOLTS AND DIRECT TENSION LOAD -/ NOT BY DRIVING WITH A HAMMER.SOAP OR OTHE LUBRICANT SHALL INDICATING WASHERS CONFORMING TO ASTM F-959 ARE ACCEPTABLE SUBSTITUTIONS. L WN002-2012 IBC INSERTION ON THE LAG SCREWS OR IN THE PREVENT DAMAGE TO THE LEAD HOLES TO FACILITATE CONTACT SURFACES SHALL BE CLEAN MILL SCALE OR CLASS A QUALIFIED COATINGS. 17.ALL SHOP AND FIELD BOLTED CONNECTIONS SHALL BE IN ACCORDANCE WITH 1 GENERAL WOOD NOTES ASTM A-307 USING UNFINISHED AMERICAN STANDARD REGULAR BOLTS, UNLESS OTHERWISE NOTED. WNIOD-2012 IBC 18.WHERE STEEL MEMBERS BEAR IN CONCRETE OR MASONRY WALLS,OPENINGS SHALL BE DRY-PACKED AFTER STEEL IS IN PLACE. <2x2z3/16 W/(2) 1/2"0 z 3" SILL PLATE LAG BOLTS TO SILL PLATE,TYP.ING AND TION PLATES 48"AT 19 GIRDERS, CONNECTIONS,.PROVIDE SHOP SBRIDGINGINRESNFORCNGACANCHORAGES,ACAMBEORSJAND S EEIFR-USE 12-16d AMING DETAILS MAR. RRMM TOP PLATE SPLICESCE LOADS. INDICATE WELDING CONNECTIONS USING STANDARD AWS WELDING SYMBOLS. MUST BE CENTERED EACH SIDE OF SPUCE 3/16 HSS 3x3x3/16 STANTON BRACE 0 10'O.0 ON A STUD ( )&AT ENDS OF SILL PLATE ARCHITECTS, PC INDICATE NET WELD LENGTHS. INDICATE RECOMMENDED PROCEDURES FOR JOIST FOR ADDITIONAL SPLICE TOP OF FOOTING THAT DO NOT STOP 0 A FULL HEIGHT POST. SEATS WITH UNSUFFICENT BEARING. REQUIREMENTS IF GIVEN 1317 Executive Blvd,Suite 200 4 STEEL NOTES TOP PLATE SPLICE DOUBLE TOP PLATE (2)FOOTING BARS OR 2 Chesappeake,VA 23320 FRAMING STUDS ADDITIONAL FOOTING BARS. (757)622-28281 fax(757)622-6883 ONE EA SIDE OF TUBE SN001-2012 IBC 1{OIES: 1.HOLDOWN BOLTS SHALL NOT REPLACE SILL ANCHOR BOLTS. 2.ANCHOR BOLTS WITH UPSET THREADS SHALL NOT BE USED. 3.SILL PL.W/HOLE OR NOTCH URGER THAN THE SILL WIDTH SHALL REQUIRE EXTRA ANCHOR BOLTS, SAME AS AT END OF SILL PIECE. Q Q UNLESS LARGER SIZES ARE SHOWN,THE MINIMUM SIZE OF FILLET WELDS SHALL 4. HEADER/BEAM SIZES ARE TYR.U.N.O.OR DETAILED OTHERWISE5. SEE NAILING SCHEDULE FOR TYR.NAILING U.N.O. m4ew oe H7T,Tp2c BE SHOWN IN THE TABLE J2.4 MINIMUM WELD SIZE IS DEPENDENT UPON THE 6.A WALL STUD MUST BE PLACED UNDER ALL ROOF TRUSSES BEARING ON A WALL THAT ARE OVER 20'IN LENGTH OR IN BUILDINGS SUPPORTING SNOW LOADS(SEE DESIGN CRITERIA ON 51.1 2 THICKER OF TWO PARTS JOINED EXCEPT THAT THE WELD SIZE NEED NOT EXCEED To SEE IF SNOW LOADS ARE APPLICABLE TO THE PROJECT)TYP.UNO.SUDS MAY BE PLACED 0 12'O.C.0 CONTRACTOR OPTION. THE THICKNESS OF THE THINNER PARTS, FOR THIS EXCEPTION, PARTICULAR CARE 7.A WALL STUD MUST BE PLACED UNDER ALL FLOOR TRUSSES BEARING ON A WALL THAT ARE OVER 18' IN LENGTH OR IN BUILDINGS SUPPORTING SNOW LOADS(SEE DESIGN CRITERIA ON S1.1 p SHALL BE TAKEN TO PROVIDE SUFFICIENT PREHEAT FOR SOUNDNESS OF THE WELD. To SEE IF SNOW LOADS ARE APPUCABLE TO THE PROJECT)TYP.U.N.D. �� 19008 WELD SIZES LARGER THAN THE THINNER PART JOINED ARE PERMITTED IF REQUIRED 8.A DOUBLE WALL STUD(TRIPLE 0 4"WALLS)MUST BE PLACED UNDER ALL BEAMS&MULTIPPLE TRUSSES BEARING ON THE WALL,(TRIPLE(OUADDRUPLE 0 4"WALLS)0 MEMBERS >U1Lti'W°G\� BY CALCULATED STRENGTH.IN THE AS-WELD CONDITION,THE DISTANCE BETWEEN OVER 18'IN LENGTH OR IN BUILDINGS SUPPORTING SNOW LOADS. SEE DESIGN CRITERIA ON S1.1 TO SEE IF SNOW LOADS ARE APPLICABLE TO THE PROJECT)TYP.U.N.O. AONAT,ON THE EDGE OF THE BASE METAL AND THE TOE OF THE WELD MAY BE LESS THAN 9. GLULAM BEAMS SHOULD GET STANDARD CAMBER"UP"U.N.O. 1/16"(IN) PROVIDE THE WELD SIZE CLEARLY VERIFIABLE. 10.WHERE A DIMENSION LUMBER BEAM IS SPECIFIED THE CONTRACTOR MAY CHOOSE TO USE A GLULAM BEAM OF EQUAL OR GREATER NOMINAL WIDTH&DEPTH. EXPIRES 11-7-2015 11.ALL GLULAM BEAMS SHALL BE SUPPORTED BY A(WALL WIDTH x WALL WIDTH)POST(ie:2.6 STUD WALL-USE 6.6 DF#2 POST) TABLE J2.4 12.THE SUDS IN A MULTI STORY WALL MUST LINE UP FROM THE ROOF TO THE FOUNDATION ADD ADDITIONAL STUDS IF NECCASSARY. 13.WHEN A BUILDING SUPPORTS SNOW LOADS USE THE HEADER OR BEAM SIZE THAT CORRESPONDS TO A MEMBER TWICE THE LENGTH AS THE ACTUAL AISC MINIMUM OF FILLET WELDS SPAN(ie:A 6"WALL WITH A 6' OPENING/HEADER USE A 5 1/8"x12 GLULAM W/(2)TRIMMER STUDS(REQUIRED FOR A 12'OPENIG) 14,INTERIOR WOOD FRAMED WALLS THAT ARE NON-BEARING&NON SHEARWALLS MAY HAVE A 2x SILL PLATE W/HILTI X-DNI(.145 0)x 1"EMBED SHOT PINS 0 18'O.C.&EA END OF INDINDUM PIECES OF SILL INPLACE OF EMBEDED ANCHOR BOLTS. MATERIAL THICKNESS OF THICKER MINIMUM SIZE OF FILLET 15.THE CONTRACTOR MUST COORDINATE&IF NECESSARY DECREASE THE SILL BOLT SPACING SO THAT THE TOTAL NUMBER OF SILL BOLTS REQ'D.ARE INSTALLED IN ALL PART JOINED(IN) WELD t (IN) SHEARWALL SILL PLATES(IE:IN A 4'SHEARWALL W/SILL BOLTS SPACED 0 16"O/C&9"OFF EA.END THERE SHOULD BE 48/16+1-4 SILL BOLT ANCHORS) 16.AT FULL HEIGHT/SHEARWALLS SUPPORTING JOISTS/TRUSS SPANS GREATER THAN 30',34',&38'(COMBINDED SPANS OF 30',34',&38'EACH SIDE OF THE WALL)USE 2.DF#1 STUDS 016"O.C.,2.SELECT STRUCT STUDS 016"O.C.,&3.DF#2 STUDS 016"O.C.RESPECTIVELY,TYP.(STUDS OVER HEADERS CAN BE 2.DF#2 0 16"O.C.U.N.O.) TO 1/4 INCLUSIVE 1/8 17.ALL BEARING/SHEARWALLS MUST HAVE SHEATHING(PLYWOOD,OSB,OR GYPSUM BOARD)ON BOTH SIDES OF THE STUD WITH CODE MINIMUM ATTACHMENT OR BETTER,TYR. OVER 1/4 TO 1/2 3/16 HEADER OR BEAM SPAN DOUBLE TOP PLATE O OVER 1/2 TO 3/4 1/4 SLOPE WHERE REQ'D. UP TO 3'-0"OPENING USE 1-2x STUD 00 (USE 3z SHAPED PL. 3'-0"-8'-0"OPENING USE 2-2x SUDS W/ 1 1/2°MIN.DIM. 8'-12'OPENING USE 3-2x KING SUDS n CQ OVER 3/4 5/16 WHERE SLOPE IS REQ'D.) 11�111#k HEADER OPENING USE 3-2x KING STUDS& V (4) 16d NAILS OR BEAM REQ HEADER BRA12'CE HEADER BACK TO ROOF FRAMING. J *LEG DIMENSION OF FILLET WELDS.SINGLE- PASS WELDS MUST BE USED. EACH END OR BEAM NUMBUIREDER OF Q SPAN SIZE13 TRIMMER STUDS UP TO 4'-0" STUD W.x6 1 2z SUDS 0 16"o.c. LLJ 5 FILLET WELDS SOF KIN AST T&B 4'-0 TO 8'-0" STUD W.x8 1 (1)2x TRIMMER STUDS 0 0'-12' Q OF KING STUD& 8'-0°TO 10'-0" STUD W.xIO 2 HEADERS SNO05 HDR.FOR OPN'GS 4x OR(2-2x)012'-16'HEADERS LARGER THAN 6'-0° 10'-O"TO 14'-0" STUD W.x12 2EINFO.. USE 6z POST UNDER ALL OTHER O J I 2-0 TO 14'-0" GLULAM STUD x12 2HEADERS,U.N.O. J WASHER SCHEDU E d-0 TO 16'-0" STUD W.x13.5 20 HEATH BLOCKING Q 5 W GLULAMO SHEATHING EDGES, GREATER THAN STUD W.x(1"OF W.x6 POSTTYP.8'-0"MAX. <Z Ca BOLT STEEL PLATE M IMMO dRiRONEEL 6'-0" DEPTH PER FOOTHEN THIS DIMENSION IS GREATER THAN a iZ 43 SIZE SQUARE ROUROULAR OF HEADER SPAN) USE(4)2x SILL PLATE MEMEBERS (� Q 1/2"0 3"x 1/4" 2 1/P"1)l1bJ4x 7/64" II BOTTOM OF OPENINGS WIDER THAN 4' C) N 5/8"0 3"x 1/4" 2 3/#"5)15'18"9/64" HOLDOWN IF REQUIRED- (2)2x DFJ2 SILL PLATE.SEE STANTON BRACE2x BLOCKING WHEREANCHOR BOLT ��_ O3/4"0 3"x 5/i6° 3 x13Y10"/32"x 5/32" SEE FOUNDATION PLAN LL 5/8"0 x 7"EMBED ANCHOR BOLTSOCCURS AT SUD ENDS U.N.O. SEE NOTESSILL PLATE,SEE GENERAL WOOD 7/8"0 3 1/2"z 5/8" 3 1/P"3)/47/A6i1/64" ( ) NOTES&FOUNDATION PLANS O O 1"0 3 3/4"x 7/16" 4 x 2l'/2"11/64" 7"MIN.SILL BOLT EMBED REQUIRED NUMBER OF TRIMMER SUDS Z 1 1/8"0 4"x 7/16" 4 1/2"1)(48/A 63/16" BREAK IN SILL PLATE CANNOT BE COUNTER SUNK FOR HOEDOWNS A35,TIP. 1 1/2"0 4 1/4"x 1/2" 5 x35/0"3/16" 4" 9" 9 BOLTS.AN ADDITIONAL PIECE OF FRAMING LL Q UP, SEE NOTE 15 FOR MORE TYP. TYP. TYP. MUST BE USED AT THE FACE OF TRIMMER 4" SEE PLAN FOR SIZE& INFO ON SILL BOLTS STUD THAT CAN BE COUNTER SUNK TYP. SPACING,48°O.C.MAX. 6 SCHEDULE (ie:ADDITIONAL TRIMMER STUD OR PLYWOOD,etc.) 3 TYP. WOOD WALL FRAMING PLUS TYP. HEADER AND BEAM SIZES o 0 a v sheet S1.3 of zz y � Hw aw o � M yz m Q w IR d aw z O G auY�. � a�w m A dx FOOTING,TYP. 0 GMU WALL I/2" /-------- ————————————————————————— ------------------------------- -------------------------- -- � i II I (E)FOOTING,rrp.-- T 8 (N)5"CONCRETE RAMP O (E)WOOD WALL $ VI/#4 BARS®16"O.G.EACH WAY -LENTERED IN SLAB OVER COMPACTED SUB&RAVE y (115%RELATIVE COMPACTION) (N)OPENING � I I vaa, (F�CONCRETE DOCK I x (N)6xb DF#2 HEADER J r,` S3.1 831 C N OT G�ti I O°TG'li O°lG'�i la E tic _ F-----J LIi J i I I L L J L J �1 I a lam N t O�G I I I I I 3Vo C2S3.111%coll/pl-IN, J (I FoorlN&, L J I_ IL J J ,8 0 (E)CONCRETE E I t ° IVVV I I F I I III OOOiG�')' O O RRMM rF F O 3117 Executive Blvd,Suite 0 pOT�G,If,), L (757�22 28281 fax(757�2 VA 2320 6 833 I -------- ---------- ----------------------------------------------------------- EY E �4g9 of xi,I,�G�O W 4 ��T 39008 `ZQ'�W IL 11 NOTES' IONAL U�� I. THE CONTRACTOR MUST VERIFY ALL EXISTING STRUCTURE IN LOCATIONS THAT ARE REIN&EFFECTED EUMS 11-7-2015 BY THE TENANT IMPROVEMENT AND REPORT ANY DIFFERENCE FROM THESE PLANS TO THE EN&ENEER BEFORE CONSTRUCTION OR FABRICATION BEGINS 2.VERIFY NEW OPENING LOCATIONS W/ARCHITECTURAL PLANS 6 REPORT ANY CONFLICTS TO THE EN5INEER BEFORE CONSTRUCTION OR FABRICATION BE6EN5 3.THESE PLANS AND ANALYSIS ONLY ADDRESS THE LOCALIZED AREAS REIN&EFFECTED BY THE CURRENT REMODEL AS SHOWN IN THESE PLANS.ALL OTHER ANALY515(IF REQUIRED)ARE TO BE PERFORMED BY OTHERS. 4.SEE THE STANDARD DETAILS FOR MORE INFILL INFORMATION,TYP. O 5.THERE WAS LIMITED ACCESSIBILITY TO THIS SPACES ROOF STRUCTURE,WALL FRAMING,AND BUILDING COLUMNS DURING BYA'S SITE VISIT. 50 �^ STRUCTURE/FRAMIN&SIZES V♦ERE DETERMINED TO THE I,Vu I BEST OF OUR ABILITY FROM WHAT WAS VISIBLE. IF J THE CONTRACTOR CANNOT VERIFY BY SIZE AND DESI&NATION ALL EXI5TIN&FRAMING SPECIFICALLY IN LU LOCATIONS THAT ARE BEING EFFECTED BY THE (] TENANT IMPROVEMENT THE EN&INEER MUST BE NOTIFIED IMMEDIATELY BEFORE CONSTRUCTION OR Z FABRICATION BE&INS. Q b.DURIN&THE DEMOLITION OF ALL INTERIOR/EXTERIOR _J FRAMING(AS SHOWN ON THE DEMO PLAN)THE CONTRACTOR MUST VERIFY THAT ALL FRAMIN& < COMIN&OUT(IE:BEEN&DEMO'D)15 NOT LOAD BEARIN& Z OR IF IT IS LOAD BEARIN&SHORIN&PROVIDED BY l c r O THE CONTRACTOR MUST BE INSTALLED UNTIL Q Z Z PERMANENT STRUCTURE(AS SPECIFICALLY DETAILED IN THESE PLANS)15 COMPLETELY GONETRUGTED.THE Q a CONTRACTOR MUST CONTACT THE ENGINEER BEFORE LL CONTINUIN6 WITH CONSTRUCTION(IN THAT AREA)IF THERE ARE AREAS OF THE EXISTING STRUCTURE THAT Z APPEAR TO BE OR ARE LOAD BEARING 6I .:ALL O LU STRUCTURAL ELEMENTS SUCH AS BEAMS,WALL5, O y COLUMNS,FLOOR/ROOF FRAMING,ETC)AND ARE ON W THE DEMO PLAN TO BE REMOVED BUT ARE NOT Q c) ADDRESSED WITH ADDITIONAL FRAMING IN THE LL Q STRUCTURAL PLANS BEFORE CONTINUIN&WITH CONSTRUCTION IN THAT AREA. U C EPDXY OPTIONS: o D a v` FOR EPDXY DOWELS TO GMU OK TO USE; SIMPSON SET-XP(IAPMO ER-265,LARR 25965) HILTI HY-TO(ICG E5R-2652,IGG E5R3342, LARR 25460,LARR 2594-1) sheet FOR EPDXY DOWELS TO CONCRETE OK TO USE; SIMPSON SET-XP(ICC E5R-2508,LARR 25T44) HILTI RE 500-5D(ICC E5R-2522,LARR 25"100) ^.� HILTI HY-200(IC—ESR-518T,LARRL 25%4) FOUNDATION PLAN 1 of SCALE.I/6"=I'-0' ci c� a a Z z (N)SLAB E REINF.SEE FOUNDATION PLAN FOR MORE INFO. F W 04 DOWELS 0 12"O.G.DRILL d a W EPDXY TO(E)SLAB W/HILTI RE 500-5D EPDXY (E)SLAB 4" rn Ea. (Pa STUDS y z Ea. a W N COMPACTED 5UB&RADE a �- (COMPACT TO 95%) d'o #4 CONT. 3'GLR (E)STUDS ] '>am 1,0„ (N)2-2xb STUD5 (W 2 2 6 KIN&STUDS G E" yy 0 m W/Ibd 5TI NAILS W/16 TITGH NAILS (� A4't m 06"O.G.t 961,O.G. 061,ac 1.4 061,O.G. Q U• TO 6 b POST oz 5 H o0 m n Mum (N)L5TAI5 A35 A55 � N L5TA15 2 DETAIL SCALE: 1/2"=1'-O" (N)2X BLOCK (N)2X BLOCK - 71 (N)E Err, (N)6x6 DP#2 SEE ARGH'L.PLANS FOR RAILING INFO. b"CONCRETE SLAB W/#4 lFa bxb #2(VERIFY) BARS 0 12"0.0.E.W.CENTERED IN THE SLAB,TYP.AS SHOWN c #4 VERTICAL 8 HORIZONTAL 0 REBAR 0 12"o-CENTERED IN THE 0 WALL AND SLAB A5 SHOWN,TYP. NIN& U V RETE STEM WALL � THE PERIMETER OF USE MOST CONCRETE SAND(ASTM C-55)AS ;VAROUND RAMP LANDING,TYP. (W 6x6 DP#2 FILL(COMPACT TO-15%IF NECESSARY)DOWN )GRADE/PAVEMENT TO COMPACTED 015%)EXISTING SOIL(OPTION: USE SOLID GONGRETE IN PLACE OF THE MOIST THE CONTRACTOR MAY CONCRETE SAND),TYP. CHOOSE TO MAKE THIST.O.COMPACTED EXISTING SOLID CONCRETE 0 A55O POST (N)BGO OST 5SOIL(95%GOMPAGTIOWTHEIR OPTION. SE B (2)#4 CONT.,TYP. (E)SILL PLATE (FJ SILL PLATE o N o c 0 3 DETAIL (W 51MP50N A55 W/#6 x 1/2" WL11:2'7'*75 E SCALE: 1/2"=1'-0" SHEATHING E IOd NAILS INTO THE BLOC (E)ROOF SHEATHING CONTRACTOR MUST VERIFY THAT THE WS DONT PENETRATE THE TOP SIDE 5HEATHIN&,TYP.0 EA. a (N)CONCRETE LANDING (El LANDING TOP OF(Ty)KING STUD a a T (N)4x BLOCK Al (N)4-I6d PER BLOCK c Y ASS EA.END 5"CONCRETE SLAB W/#4 -0 a -o u BARS 0 12"o.a.E.W.CENTERED EPDXY W/51MP50N SET-XP EPDXY (N)2x BLOCK ALIGN SIMPSON LT516 IN THE SLAB,TYP.AS SHOWN W/(N)KING STUD #4 DOWELS 0 I6"O.G.DRILL AND EPDXY TO(E)CONCRETE W/51MFWN SET-XP EPDXY. 5"EMBEDMENT MIN. USE MOIST CONCRETE SAND �J (ASTM G-BB)AS FILL(COMPACT (E)FOOTING TO 95%IF NECESSARY)DOWN RRMM TO COMPACTED(95%)EXISTING SOIL(OPTION:USE SOLID DETAIL CONCRETE IN PLACE OF THE ARCHITECTS, PC MOIST CONCRETE SAND),TYP. 1317 Executive Blvd,Suite 200 SCALE: 1"=1'-0" Chesappeake,VA 23320 T.O.COMPACTED EXISTING (757)622-2828/fax(757)622-6883 501L(45%COMPACTION) 4 DETAILy�Y SCALE: 1/2"-1b" i �4 390080Y��0q� RALEN 1� r�i'AL LNG #4 Voml-5 a Ib"O.G.DRILL E EPDXY YV Exemes a-moi5 51MP50N 5ET-XP EPDXY.4"EMBEDMENT MIN. (N)SLAB PER PLAN 4„ D (E)CONC.WALL I InVn Yk Q �n0 W U�Q Z O 5 DETAIL o -A SCALE. 1"=1'-0" Q<zO Q L.L N rV z OQ O< LL rn V � O O a as sheet SW of STRUCTURAL ENGINEERING CALCULATION DOLLAR TREE STORES, INC. FORMER FOOD PAVILION ARLINGTON, WA. TENANT IMPROVEMENTS BYA# 15081 April 29, 2015 Prepared For: RRMM Architects O 1317 Executive Blvd., Suite 200 ' Chesapeake, Virginia 23320 0f �` E (( BRAD YOUNG p /� ®C�aIATES, INC.� @� fi�S S T R U C T U RA L ENGINEERING These calculations will address the following: 1. Adding a new opening in a Wood Shear wall 2.Add a new opening in Concrete Shear wall 3. All other work, if required or not addressed in this package, is by others. i I I I I I I i I I I I I i I BRAD YOUNG & ASSOCIATES Copyright 2015 Brad Young &Associates STRUCTURAL ENGINEERING Print Date: 4/28/2015 345 Poallasky Avenue File Name: 15081.xmcd Clovis,California 93612 (559)323-9600 (559)323-9633 Fax Engineer: HS I Dollar Tree Arlington, WA T.I. - New opening in existing wood shear wall, new opening in concrete tilt up wall Design Parameters Code = 2009 IBC Wind = 85-C, Iw=1.0 Seismic = Site Class D Ss = 2.415 S1 =1.004 1=1.0 R=6.5 Wood Shear Walls Steel fy (W.F.)A992 = 50 ksi, UNO Steel fy (Tube)A500 Grade B = 46 ksi, UNO Steel fy (Pipe)A53 Grade B = 35 ksi, UNO Steel fy (Misc.)A36 = 36 ksi, LINO Light gage studs fy = 50 ksi minimum, UNO High Strength Bolts =A325N Typical Bolts =A307 Concrete f'c (Foundation) = 3000 psi, UNO Concrete f'c (walls) = 3000 psi, UNO Concrete f'c (Columns) = 3000 psi, UNO Concrete f'c (Floor desks) = 3000 psi, UNO Rebar#3 bars = Gr. 40, fy = 40,000 psi, UNO Rebar#4 and larger bars = Gr. 60, fy = 60,000 psi, UNO Welded Rebar =A706 Dimensioned Lumber = DF#2, UNO Glulam Beams = 24F-V4 @ simple spans, UNO = 24F-V8 @ Cantilever spans, UNO Wood Connectors = Simpson Strong Tie, UNO (Manufacture) (Equivalent may be used) Masonry f'm = 1500 psi, LINO Allowable Soil Bearing Pressure = 1500 psf (Code minimum) Note: The above material properties are typical properties and apply unless noted otherwise within this calculation package. The materials listed are not necessarily used in this design. Please seethe following calculations for the actual types of materials used for this specific design. BRAD YOUNG & ASSOCIATES Copyright 2015 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 4/28/2015 j 345 Poallasky Avenue File Name: 15081.xmcd Clovis,California 93612 (559)323-9600 (559)323-9633 Fax Engineer: HS Design Maps Summary Report http://elip3-earthquake.wr.usgs.gov/designmaps/us/summary.php?temp... DesignrReport User-Specified Input Report Title Dollar Tree - Arlington, Wa Tue April 28, 2015 15:27:35 UTC Building Code Reference Document 2006/2009 International Building Code (which utilizes USGS hazard data available in 2002) Site Coordinates 48.198710N, 122.12514°W Site Soil Classification Site Class D - "Stiff Soil" Occupancy Category I/II/III 5mi ' 5000m ftey,H-0 592 rs Arlington Heights ilvana i, A�lirt (or1, O �J0, A T1 li AM E F, ! C � 3 .� bake�� od w malaquest@2015 A9apQuest'ome d�ta02015'Up ,, !"� 6 hlapQuest USGS-Provided Output Ss = 1.044 g SMs = 1.130 g SDs = 0.753 g S1 = 0.355 g SMl = 0,600 g SDI. = 0.400 g MICE Response Spectrum Design Response Spectrum o.as 1.2a o.en 1.0s 0.72 0.56 0.64 0.s4 0.56 C 0.72 01 0.48 i 0.60 0.40 0.48 0.32 i 0.36 0.24 0.24 0.16 0.12 0.02 0.00 0.00 0.00 0.20 0.40 0.60 0.80 1,00 1.20 1.40 1.60 1.80 2.00 0.00 0.20 0.40 0.60 0.20 1.00 1.20 1.40 1.60 1.20 2.00 Period, T(set) Period, T(sec) Although this information is a product of the U.S. Geological Survey, we provide no warranty,expressed or implied,as to the accuracy of the data contained therein.This tool is not a substitute for technical subject-matter knowledge. I 3 1 of 1 4/28/2015 8:27 AM City of Arlington,WA:Building Division http://www.arlingtonwa.gov/index.aspx?page=181 Building Division Expand/Contract Questions and Answers What are the Building Codes used in the City of Arlington? Ae The City of Arlington does not have its own Building Code.The Washington State Building Code Council determines,through legislative action,which building codes will be used by the local jurisdictions throughout the State of Washington. Please contact the Permit Center at 36o.403.3551 or permitcenter@arlingtonwa.gov for additional information. Building Codes used in Arlington 2009 IRC- Residential Code with WA State Amendments 2009 IBC- Building Code with WA State Amendments 2009 IFC- Fire Code with WA State Amendments 2009 IMC- Mechanical Code with WA State Amendments 2009 UPC - Plumbing Code with WA State Amendments 2009 IFGC -Fuel Gas Code with WA State Amendments 2009 WSEC-Energy Code i I What are the Climatic&Geographic Design Criteria? As • Seismic Design Category D I •Wind Speed 85 mph (exposure C) • Roof Snow Load 25 psf,with 10 lb Dead Load • Frost Depth 18-inches i May I do the work myself or do I need to hire a contractor? What do I need to know when hiring a contractor or remodeler? i What hours is construction allowed in the City of Arlington? i I I i 1 of 1 4/28/2015 9:52 AM Loading Main Roof DLroof LLroof Roofing 4.4 PSF Sheathing 2.3 Roof Framing 6.5' Ceiling 1.8i Insulation 1.3 M&E&P 1' Miscellaneous ! 1.7 19;PSF Dead Load 20 i PS F Live Load DLroof DLroof'Psf DLroof = 19 lb �2 LLroof LLroof'psf lb LLroof = zo ft2 LLsnow 25psf LLsnow = 25 lb ft2 i Wood Wall I DLwall.wood 15psf i Concrete Wall (T2) DL 1so sf DL 10o Ib conc.wall P conc.wall = 2 ft i i i Note: When possible reduce roof live load for tributary area perASCE 7-10 Section 4.9. When applicable live load reduction will be noted by R1 BRAD YOUNG & ASSOCIATES Copyright 2015 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 4/28/2015 345 Poallasky Avenue File Name: 15081.xmcd Clovis,California 93612 (559)323-9600 (559)323-9633 Fax Engineer: HS I : ( ) Header Deggp for Wood Wall Opi Member 1 ® (N) X-C Opening There will be (N) 3'®4" door opening in a wood wall. New header will support loads acting on opening. Roof Load: L := 3.33ft wtributary 20 ft Tributary roof width to header WDL DLroof'wtributary WDL = 190 lb ft WLL LLroof'wtributary WLL = 200 lb ft WSL LLsnow'wtributary WSL — 250 lb ft Wall Load: lb DLwall.wood = 1s 2 ft Hwall I8.5ft I Hopening 8ft Hwall.above Hwall — Hopening Hwall.above = 10.5ft I b wDL DLwall.wood'Hwall.above wDL = 157.5 I ft Use: M DF #2 Wood Header See Attached I i BRAD YOUNG & ASSOCIATES Copyright 2015 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 4/28/2015 345 Poallasky Avenue File Name: 15081.xmcd Clovis,California 93612 (559)323-9600 (559)323-9633 Fax Engineer: HS I I I m �N N�2 8g N g �g6Eg �>� og2o:o4oGo�omomom�q. oo�o�om m m 3 N o m > yo i 800000000000000000000 �1 E m m m rnm U d W d n LL�o r oR sl o w m � o 0 00 0 0 a 03 > o 0 0 0 0 0 0 0 n0000�0000�moo o n Sg o 0 0 0 o O m Ea c m w o 0 0 oN Y�gox mr o o a Y x m Yymgmomom m 73 "s =mm � Um�s Cu :C��ex* moo �ooTTorr > �F-i Bm J$J J + YJYJ o a 8a ooro N � o MO +�i0 � N No'�om m 3N Oh N p 9�.. m N + N •� o i m m > o 0 0 0 0 0 W � dz W W O Ti F W LL e $m n o N o N N if m ooa000 �r m EE g 000lrioui « N« n g o o to 0 o ooln NW2 m o m 3 ,� E rn rn^m n a N d Q a �E m m �� 0 3 o o 00 0 0 0 00 0 0 0 0 0 0 �WE '�� 10 000 « 0 E N g x o0 E 888883888 N N 888888888 C 0 '- o00000000 v>o �� mo�ro .- o0000000o SS N %4O ip 3k N Z'c bM Q - MO + In 0000 N LL o a 3 o 00000000� O F� N C N II U O o v ) of o u u u n u u 00 0 _z o a > o 0 0 0 0 N IA o to '+0--O J f U1� d c `"-�5 o m.4 c o m a N �U) o.o Eaf `g 0Q nl� _ m d�oc N� m rn a N N N W O. rn h m o f 'm ytilmd oU oN E mo mo c m`«°p L'i m - W oU) N 00 0 «r3 EE oQ'N o >to ¢ 'R 'c a« Ml Q�mo¢m.m'Am "2 2Fo- N O 'n� y m Dt� cE� m E3E W E mM mm = m limo c3 0 ti a �:6 o.3-00 - Dot E o E o � aoa �o ao `$ v�€€ ZEo �P� O000> ; _« W m U y 'TU w °�o o C�, m E A m m m E o = 5 s x o m o r'�0 0 m — o o a m» Wi KN ��N ����� o rn rF m + (=> w=1=F U J i ITEM ® ( ) nin_ i ( ) concrete Wall Lateral Analysis: There will be a new doorway at the plan North East side of the buildind. The opening will bi 3'-4" and design will resist out of plane loads caused by wind and seismic at the top of the opening. Size additional steel frame for out-of-plane loads: Wind Force: Exposure C V := 85 Kzt := LO Kz := 0.90 Kd := 0.85 qh := 0.00256•Kz.Kzt.Kd'V2.psf qh = 14.149 lb ft p = gh[(GCp)-(GCpi)] EQ 30.4-1 (Components and Cladding Low Rise Buildings) GCp 1 := 0.95 External Pressure Coefficient(Positive Face) GCp 2 :_ —1.0 External Pressure Coefficient (Negative Face) GCpi := 0.18 Internal Pressure Coefficient Windward Pressure pww := gh•[GCp.1 - (-GCpi)] pw = 15.989-psf Leeward Pressure plw gh'[GCp.2 - (GCpi)] pIw = -16.696•psf Iplw = 16.696 lb i ft2 Wwind IpIwI ) j i I i i BRAD YOUNG & ASSOCIATES Copyright 2015 Brad Young &Associates STRUCTURAL ENGINEERING Print Date: 4/28/2015 345 Poallasky Avenue File Name: 15081.xmcd Clovis,California 93612 (559)323-9600 (559)323-9633 Fax Engineer: HS I Wind Forces on Steel Frame L := (3.34)ft H roof 14.5ft Hroof Htrib. 2 Htrib. = 7.25 ft PW Wwind'Htrib. Wind Forces acting on intermediate beam. Pw = 121.048 lb Check the frame for out-of-plane loading: I Seismic Forces Ss := 1.044 S1 := 0.355 Ref ASCE 7-10 Seismic Factor Determination j Sds := 0.753 Sd 1 := 0.400 j i .= 1'0 i Fp.1 := 0.4•Sds I Fp.1 = 0.301 Wall at new opening i Hroof 14.5ft Height to deck Hwall = 18.5 ft Hwall.opng 8ft I Hroof- Hwall.opng Ib Wwall DLconc.wall' 2 Wwall = 325 ft Fp := Fp VW wall Seismic Forces acting on wall Fp = 97.89 lb ft I Out-of-Plane Loads: F p = 97.89 lb ft Pw = 121.048 lb i I BRAD YOUNG & ASSOCIATES Copyright 2015 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 4/28/2015 345 Poallasky Avenue File Name: 15081.xmcd Clovis,California 93612 (559)323-9600 (559)323-9633 Fax Engineer: FIS Fp.wall Fp'(2) Fp.wall = 163.476lb acting at H=9.56ft Pw.wall := Pw'(L Pw.wall = 202.151 lb 2) Roof loading wtributary 42.5 .ft Tributary width to Seam wDL DLroof'wtributary wDL = 470.25•plf wLL LLroof'wtributary WILL = 495•plf wSL LLsnow'wtributary wSL = 618.75 t I Wall Analysis: Sds•1 = 0.753 lb Wwind = 16.696 ft (E) 8" concrete Wall adequate I See Attached I I I i BRAD YOUNG & ASSOCIATES Copyright 2015 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 4/28/2015 345 Poallasky Avenue File Name: 15081.xmcd Clovis,California 93612 (559)323-9600 (559)323-9633 Fax Engineer: HS 0 x a x 9 t2>• � � � "� pM aNtV K oovu� NmvN �� m � v�io a S'^ C 4 Om � q m N o N F m 0 L 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7o t o p, s o .9 N N a Om 0 0 � 5,j ,C 000 o z aL < o ¢ o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � � II _ � E a_ o0000000000 - o� U m Qm`� Mm oN u�m --m ma o QNrolnrna ov, -�o`oo >�r � � NN � N � m � p, o ro of O N w w w+ "•- v v v v v < v v o @ �I nI N ry N N N N N N ` b o EaY tn_ o .m m m d ?a O m - m o I=a:o N a o 0 0 0 0 0 0 0 0 0 o m` 111 N N N mom mm a 0 E ❑d E F 0 0 0 0 0 0 0 0 o 0 0 0 N N E _ N N N N n, N N N N N N n• N nt N o UI O O p 0 N m b m co io `c o m a'1 6 X 6 6 E W W Q N m U � O O (9 N s N C2 2 2 O c 8 .- 3 E U o 4 m 16 o m c m _mNag+ � oE+m> UE O a U o� U m o moN Jmm� «'O m owo+ mo E q E om mm _c " oggo YYY osmm g � 16 Y s e 2 oo.:V N rn to Cl) rn U � 44 � g � � � � �' u m -. 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G .- m L O O w -16 �t;n . o m m.n �nogm o Z' ?a n W._ m m mm .:C 'n a �v c � b �a — ume 3(s Lo m� F- �I I � � � � i � - I \\/- 7J7m ; 4R ! ! ) me & k ; em «R , , , waw , aaaaa ;« — _ ) § 6 / 66556665666666666 : [� ! / \ § !!! § ! 5 § &:~ ( 555 ] - - - - - - - - - - - - - - - - - - - ) : : : : : » ; e : ; : ; - - - - - - - - t030 [ ) / � � I _ ImFn ± , � > # > , }}3 }}} 2! } } ƒ $ } } ! ! 3 $ 7 ) ) : / § § ; § f �� � POWER PLAN NOTE5 ELEGTRIGAL 5(MBOL5 MOT ALL SYMBOLS ARE NECESSARILY USED ON DRAWIN65) WIRING DEVICES:UNLESS OTHERWISE NOTED,MOUNT EACH OUTLET BOX 50 THE BOTTOM 15 LOCATED A5 FOLLOWS:SWITCH+44"-RECEPTACLE:+Ib". ADJUST TO COORDINATE LONWIT WITH MA50NRY IF REQUIRED.REFER TO ARCHITECTURAL DRAWINGS BEFORE STARTING ABOVE CEILING,IN WALL5,EXP05ED OR CONGEALED WORK. O CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH LANDLORD AND LOCAL UNDER SLAB OR BELOW GRADE UTILITY CO REQUIREMENTS FOR BRINGING COMPLETE TELEPHONE SERVILE INTO TENANT HOME RUN TO PANEL'B'CIRCUITS 6,0,10. HASHES=NO.OF WIRES SPACE. LONG HASHER= SYSTEM NEUTRAL O3 TELEPHONE:FURNISH AND INSTALL THE TELEPHONE CONDUIT,DEVICE BOXES AND I'�bsl0 PLATES. rn A. NEW TELEPHONE SERVICE TO TENANTS SPACE. NEW TELEPHONE EQUIPMENT BOARD. i ISOLATED GROUND CONDUCTOR 5 COORDINATE WITH LANDLORD AND TELEPHONE Co.AS REQUIRED FOR INSTALLING THI5 SERVICE. 5WITG B. FURNISH AND IN5TALL 3/4'CONDUIT FROM EACH TELEPHONE OUTLET I'-o" INTO [' Pzo CEILING CAVITY,OR UP TO J0I5T WHERE NO CEILING 15 INSTALLED. SINGLE POLE SWITCH u 'o _ C. ALL LV WIRING OF PHONE AND DATA OUTLETS BY OTHERS UNDER SEPARATE $ a J C CONTRACT. MISCELLANEOUS P-13 �P`15 -13 P-13 Q W LL U 5 O FIRE ALARM 5Y5TEM:(PROVIDED BY ELECTRICAL CONTRACTOR) 2E.. P =' m u A. IF THERE 15 NO EXISTING FIRE ALARM SYSTEM AND THE NATIONAL STATE OR Y 1.� INSTALL JUNCTION BOX o 10" m= Lor CODE5,5T LOCAL FIRE AUTHORITY HAVING J1RI5DIGTION NOW RFIIUIRES A T TR G GONTRAGTOR SHALL FURNISH AND INSTALL A 4"50.X 1 1/2"D. E1 MOUNT ON FLOOR AND P-31 P-31 = z e + OUTLET BOX WITH SINGLE GANG PLASTER RING AND NO COVER PLATE.FLUSH MA MG CONNECTION TO 14 14 A.F.F.TO BOTTOM OF BOX. _ m m 2 FIRE ALARM SYSTEM.FURNISH AND INSTALL DEVIGE5,COMPONENTS,ETC.,A5 DUPLE-1—ECEPTACLE O O A J 3/4'G-3#12,#12 CND.MDP-2,4 _ Z m- a' DIRECTED BY ENFORCING AGENCY. MOUNT IN WALL+48"AFF TO CENTER,UNLE55 OTHERN15E NOTED,AND 5TUB 1/2" INSTALLED IN FIXTURE KICK ° I. BY FIRE ALARM CONTAGT(5)OF SPRINKLER SYSTEM TO FLOW EMT TO 02"ABOVE SUSPENDED CEILING OR J015T SPACE IF NO GEILING EXISTS. PLATE.INSTALLED IN F,L) 16 ' t SWITCH AND SUPERVISED VALVE AND AIR DUCT DETECTORS TO FIRE c "= u ALARM SYSTEM AS REQUIRED. 2.IF REQUIRED CONNECT FIRE ALARM DEVICES(AIR DUCT DETECTOR5 ETC) ❑F r SMOKE DETECTOR,IRON PHOTOELECTRIC TYPE AND ANY O�FiER ASSOCIATED EQUIPMENT TO DEDICATED 120V CIRCa11T. RI U p-41 N E 2 INSTALL JUNCTION BOX o 90' 3.PROVIDE LOCAL STATUS INDICATOR AND ALARM FOR ALARM DEVICES I REVISION MARK p_y o-GFGI A.F.F.TO BOTTOM O=BOX. WHERE NOT CONNEGTED TO FIRE ALARM SYSTEM. A p a J 3/4'C-3#10,1#10 6ND.MDP-6,8 B. VERIFY ALL REQUIREMENTS NATIONAL,5TAATE AND LOCAL rOVE-5.I LOCALL FND IRRE AJTHORSTALL IN IT�IN6E WITH NFPA, © PO1„ER POLE v P-20 JIRSDGTON AND LANDLORD REQUIREMENTS. 7 POKER AND CONTROL P-II Oe P-22 OS GASH REGISTER AND COMPUTER WIRING:DO NOT CONNECT"ISOLATED'GROUND WIRE TO RACEWAY OR BOX. CONDUIT AND BOX SHALL BE METAL AND METAL-TO-METAL CONNECTORS SHALL BE USED MO FLEX CONDUIT)TO ESTABLISH GROUND PATH FOR ELEGTRIGAL PANEL P-5 P-22 BOX AND RACEWAY.DO NOT RUN ANY CIRCUITS WITH GASH REGISTER OR COMPUTER (IC,)CIRCUITS.GASH REGISTER DATA SYSTEM GABLE SHALL BE FURNISHED AND O EM5 PANEL INSTALL JUNCTION BOX o 90" v P-14 A.F.F.TO BOTTCM9 OF BOX. INSTALLED BY OTHERS.FURNISH AND INSTALL JUNCTION BOX IN OFFICE AND I'CONDUIT 7 3/4'G-3a10,IalO CND.MDP-10,12 J I p-35 WITH FULL WIRE TO SALES AREA GEILING CAVITY.SEE DETAIL ON SHEET E3. MOTOR O2-21 P-211 15 II Ob QUAD OUTLET MOUNTED AT+18'A.F.F.TO BE LOCATED NEXT TO LOCKERS.GOORDI14ATE 10 DISCONNECT SWITCH(NON-FUSED EXCEPT AS NOTED) O .+44"A.F.G. FINAL LOCATION WITH FIXTURE PLAN.PROVIDE TWO DEDICATED GIRGUIT5-ONE FOR I P-3 EACH DUPLEX. I6� HUBBELL 165362 DUPLEX RECEPTACLE(ORANGE) Oi TELEPHONR POLE FURNISHED WITH CHECKOUT:THREE-CHANNEL TELEPOONR POLE WITH DUPLEX RECEPTACLE 20 AMP,125 VOLT(WHITE) 7 P P 8 RN DIVIDER FOR TELEPHONE/DATA 150LATED PCd^ER,AND NORMAL POVER.INSTALL P-21 P-41 TELEPHHNR POLE A5 SHOWN Af CHECKOUT AREA,WHEN COUNTER IS SET.POKER POLE QUAD RECEPTACLE(2)20 AMP,125 VOLT REGEPTAGLE5(WHITE) WILL BE RJRN15HED WITH I ISOLATED GROUND TW15T LOOK RECEPTACLE(CONNECT 150LATED GROUND CIRCUIT TO TH15 RECEPTACLE)AND I DUPLEX RECEPTACLE(CONNECT p-1 (1)NORMAL POWER CIRCUIT TO THIS RECEPTACLE). O JUNCTION BOX ° P P-2 O STOCK- 120V CONNECTION TO ICE CREAM CASE.COORDINATE CONNECTION REQUIREMENTS AND o-DUCT SMOKE DETECTOR I T P-21<IS> FINAL LOCATION OF ICE CREAM CASE PRIOR TO INSTALLATION.ADDITIONAL FEES OR OO ly 1 P-15 J CHANGE ORDERS DUE TO LACK OF COMPLIANCE WILL NOT BE ACCEPTED. SIGNAL TRANSFOR MOUNT 9'-0"AF.F.IN STOCK ROOM AND ABOVE GEILING IN SALES AREA, p-31 P-15 R OPROVIDE CONNECTION TO HAND DRYER:12CVAPH II50 WATTS PROVIDE LOCK-OFF P-31 �P I CONTRACTOR SHALL INSTALL(b)#12 AND 0)#12 COMMON DEVICE AT CIRCUIT BREAKER.HAND DRYER AND YVALL-HANGER KITS PROVIDED BY O BELL:4"DIAMETER SINGLE MAGNET VIBRATING,TYPE 24 VAC,30 VA, ELEGTWG SLIDING DOOR. PROVIDE J 14 H GROUND IN 3/4"CONDUIT FROM PANELBOARD TO THE WALK-IN TENANT. 20 AMP CIRCUIT IN J-BOX WITH P-W FREEZER/GOOLER UNIT JUNCTION BOX.G.G.TO ADJ)5T CONDUIT EDWARDS#`.fi-665. MOUNT ABOVE GEILING. WIRE SIZES PER TABLE BELOW. INDIVIDUAL CIRCUITS ARE AS IS'-0'WHIP. FINAL CONNECTION BY I3 FOLLOWS: Io CONTRACTOR SHALL REFER TO EMS SHEETS FOR INSTRUCTION AND RESPONSIBILITIES DOOR MANUFACTURER P-21 ��� a FOR INSTALLING TENANT SUPPLIED ENERGY MANAGEMENT SYSTEM PRIOR TO BIDDING �° PUSHBUTTON 5WITGH MOUNT 44'A.F.G.UNLESS OTHERWISE NOTED 24 MDP-18 COOLER(2)#12,(1)#12 G(GOMMOW AND INSTALLATION. (`SEE NOTE 12) I2 ,� MOP-20 FREEZER/COOLER LIGHTS(2)#12,(U#12 G(COMMON) P-22 MDP-14,16 FREEZER(2)#12,(I)#I2 6(COMMON II SIGNAL SYSTEMS: OS CEILING MOUNTED OCCUPANCY 5EN50R(SEE NOTE 13) P_24 REAR DOOR BELL AND PUSHBUTTON: FURNI5H AND INSTALL EDWARD5#55�iG5,24V AG ADAPT-A 51AI ABOVE CEILING,AND A#852 BACK POOR. CO PUSH-BUTTON IN FLUSH P-41 y MEW GONIS.._T�.S U5H- BOX AT TENANT SPADE BACK DOOR.CONNECT 50 THAT BELL ® PHOTO SENSOR 6REEN6SO #PPS-4 C.ONTROL RELAY WITH RN 50UNID5 P15H-&1TTON 15 PRESSED. DLL-PD-IN-II-IOOFG SENSOR. ° 3 P-41 -I 4 12 PROVIDE SHOW WINDOW RECEPTACLES ABOVE WINDOW AND LOCATED PER NEC 12 o-�I 6 P-20 E1 - m ARTICLE 210.62.WHERE NO BULKHEAD EXI5T ABOVE WINDOW LOCATE ON GEILING WITHIN CONTRACTOR TO PROVIDE ONE(1)JUNCTION BOX E 18'OF WINDOW DEVICE AND COVER PLATE SHALL BE NNITE. >�p_21 CENTERED ON THE WALK-IN FREEZER/COOLER UNIT. ALL ELECTRIC, HAND DRYER 5GHEDULE P 15 J THREE EEZER/S WILL TERMINATE AT THIS JUNCTION BOX. 13 DUPLEX RECEPTACLE MOUNTED FLUSH WITH CEILING TILE.RECEPTACLE 15 FOR SECURITY THE E GIRGR/COHLL CONTRACTOR WILL THEN BE CAMERA MONITOR(FURNISHED AND INSTALLED 13Y OTHERS)SUSPENDED FROM CEILING. p,20�rypEp BY TENANT FOR TENANTS CONTRACTOR INSTALLATION. RESPONSIBLE FOR THE REMAINING WORK CONNECTING COORDINATE FINAL LOCATION WITH 5ECURITY CAMERA INSTALLER. MOUNT ON FLOOR AND MAKE MG CONNECTION TO THE UNIT.THE JUNCTION BOX WILL BE MOUNTED AT I4 R d To A.F.F. DUPLEX RECEPTACLE MOUNTED FLUSH WITH GEILING TILE.RECEPTACLE I5 FOR SECURITY ITEM VOLT51PHA5E KW ACCESSORIES TO DUPLEX REGEPTACLE oae r roi�Er FIX CAMERA DOME(5G0)MOUNTED IN GEILING TILE.COORDINATE FINAL LOCATION WITH 120\1ft 1.15 WALL HANGER KIT KICK PLATE ITALLEDN(TYPICCAL) p 3H P 34 SECURITY CAMERA INSTALLER ELECTRIC HAND DRYER 15 120V CONNECTION TO SODA CASE AT END OF GASHWRAP.COORDINATE CONNECTION 12 • 9 9 PANEL MDP REQUIREMENTS AND FINAL LOCATION OF SODA CASE PRIOR TO INSTALLATION. I4 P I4 0 1 DITE��FEES OR CHANCE ORDERS DUE TO LACK OF COMPLIANCE WILL NOT BE ABBREV I ATI ON5ACC P-21 P-21 O O QD L_ PANEL P _ AFF ABOVE FINISHED FLOOR PANEL L 10 p3 a - Y I6 EXHAUST FAN TO BE GIRGUITED TO P-36.3/4'G.2#12 1#12 GNP.MOUNT LINE VOLTAGE TO a L THERM05TAT ABOVE FREEZERS.COORDINATE WITH MECHANICAL.SEE EQUIPMENT AF6 ABOVE FINISHED GRADE 0 P-Il J P-17 J P-Il J P-Il J P�3 5GHEDULE FOR MORE INFORMATION. 2 3 PANEL EM EMERGENGY NL NIGHT LIGHT PHONE BOARD 6FGI GROUND FAULT CIRCUIT INTERRUPTER NOTE: DATA SYSTEM PROVIDED AND INSTALLED BY POWER PLAN TENANT'S VENDOR. ALL NEW DISCONNECT SWITCHES ARE PROVIDED BY TENANT FOR TENANTS CONTRACTOR INSTALLATION UNLESS NOTED OTHERWISE. SCALE:I/8"=I'-0" M GENERAL NOTES RRM A. BEFORE SUBMITTING THE BID PROPOSAL,THE CONTRACTOR SHALL V151T THE JOB 51TE NOTE-HVAG TEMPERATURE SENSOR` 1317 Executive Blvd,Suite 200 AND FULLY ACQUAINT HIMSELF WITH THE JOB CONDITIONS AND VERIFY SERVICE 5EN50R MOUNTING DETAIL ON SHEET EMI-3 FORK Chesapeake,VA 23320 CONNECTIONS,INCLUDING ALL NECESSARY FULL BOXES,SIZE AND NUMBER OHEFF CONDUITS PLACEMENT AND INSTALLATION INSTRUCTIONS PRIOR TO (757�22-28281 fax(757)622-6883 ADRAWIIONGS�OR t�NOT&1T REFIRED BY SERV(GEAUBTILITGI'(A O MA AEC.OMPTHERa AN ON No INSTALLING. OPERATING ELEGTRIGAL SERVILE WITHOUT ADDITIONAL C05T TO THE TENANT. VERIFY SERVICES AND CHARGES WITH POWER AND TELEPHONE COMPANIES. RO B. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF MECHANICAL EQUIPMENT WITH )P'`F WASs,`,'�� MECHANICAL DRAWINGS AND SPEGIFIGATIONS AND SHALL FURNISH AND INSTALL ALL ITEMS REQUIRED BY THE CONTRACTOR FOR COMPLETE INSTALLATION. G. VERIFY LOCATION AND REQUIREMENTS OF MECHANICAL EQUIPMENT WITH MECHANICAL rON)TRACTOR,(DOOR HEATERS, UNIT HEATER5,ROOF TOP UNITS,TRANSFER FANS, p:,,gFas192ET ti0i G/STE¢.-r D. ELECTRICAL WORK AND MATERIALS SHALL COMPLY WITH LATEST W.E.G.'AND ALL UpN�EM LOCAL CODES AND ORDINANCES. IN CASES OF CONFLICT AMONG REQUIREMENTS,THE M05T RESTRICTIVE SHALL APPLY. E. ALL CONDUCTORS SHALL BE#12 AWG THW OR THHN COPPER.EXCEPT A5 OTHERWISE NOTED OR AS REQUIRED FOR VOLTAGE DROP (SEE SPECS). ALL CONDUIT SHALL BE 3/4"MINIMUM EXCEPT AS OTHERWISE NOTED OR AS REQUIRED FOR CONDUCTORS. F. E.G.SHALL PROVDE ALL WIRING TO ALL SIGNS AND 5HALL MAKE FINAL CONNEGTION5 TO ALL SIGNS. SIGNS ARE PROVIDED BY OTHERS,E.G.SHALL COORDINATE LOCATION OF ROUGH-IN WITH 516N CONTRACTOR. G. BT'N REQUIREO,FIRE TCdR Co5Y5- MMPL SHALL BE DESIGNED,FURNISHED AND INSTALLED P-35 TENART5TRANSFORMER H. ALL WIRING DEVICES SHALL BE FURNISHED AND INSTALLED BY TENANT GONTRAGTOP- BELL NEAR STOCKROOM T � IF YOU HAVE ANY QUESTIONS REGARDING THE ELEGTRIGAL PLANS,PLEASE I-6AN6 BOX WITH I-1/2"CONDUIT FOR STORE PAGING GALL THE ELEGTRIGAL DESIGNER 16ANIG BOX WITH 2'CONDUIT FOR GABLES DESIGNER: RICK MOMBERC, Co 5ECURITY LAN GABLES PHONE/FAX: 612-465-7621/612-465-yy16 Co E-MAIL: rickmomber dxdumen wm JAT 5H BUTTON n 1�I� 00 GROUNDING BUS BAR I"FROM RIGHT EDGE OF 9' REAR DOOR I u�ll I BACKBOARD WITH B #12UILDING AW6 OUVI)COPPER WIRE I-6ANG BOX WITH 2'CONDUIT FOR I'-10' CONNECTED TO BUILDING GROUNDING SYSTEM. STORE LAN GABLES INSTALL IN ACCORDANCE WITH LOCAL,STATE d 5 DOOR CAME 5GHEMAT I G ' w 1'�' NATIONAL CODES AND 5TANDARD5 MENS RE5TROOM n p LIGHT SGALE:NONE I\ ll� L �I II II 1 r® aeo 3/4"CONDUIT(FOR DATA) � DUPLEX RECEPTACLE(165362)WITH 150LATED ea_ncK Q J Z DEDICATED CIRCUIT(P-26) ELEGTRIGAL EQUIPMENT 5GHEDULE > g 3'-6'(H�_x 2'-b'fhV 3/4"PLYWOOD _ _ o- z c' BAG ARD INSTALLED BY DISCONNECT POKER SOURCE a CONTRACTOR.TOP OF BOARD AT I -6NNG BOX WITH 3/4"CONDUIT FOR PAGING PHONE. EQUIPMENT EQUIPMENT HP/LOAD YOB T/ FEEDER 51ZE E1Np 5 0 Z W 6'-0"AFF. PAINT WHITE �� RES5TTRNOSOM TAG DESCRIPTION TYpE SIZE FUSE LOG. PANEL GB GKTa O = 3 4A, 16ANG BOX WITH 3/4"CONDUIT FOR OFFICE PAGING SENSOR RN 1-6ANG BOX WITH I'CONDUIT FOR P-26 VOLUME CONTROL - WOMEN'SROOF TOP UNIT 382 MCA 208/3 DISC. 60 NF UNIT MDP HArR 1,3,5 EXISTING 3,4,5 LLDIAL BACKHIP d D5L GABLES05P20-RDO RESTROOM LIGHT DOUBLE GANG FOR DATA CABLE RTU 60/3 LLJ zp V JUNCTION BOX FOR EMS OVERRIDE d SALES FLOOR p WITH SINGLE GANG(,OVER. ROOF TOP UNIT 36.2 MCA 208/3 DI5C. 60 f•F UNIT MOP 7,4,11 EXISTING 3,4$ Q Q LIGHTING 5WITGH �2 HACR Of Of 2E m _ v - b'-0'LONG PLUS MOLD WITH F DEDICATED $05P2o-R.DO 0.ALK eua RTU ROOF TOP UNIT 3B2 MCA 208/3 DISC. 60 NF UNIT MOP BOC3 13,IS,Il EXISTING 3,4,5 Q Z W r P� CIRCUITS(CENTERED 8 MIN O=8 REGEFT)(P-4,6) aie � HACK LL �¢ U j R4 ROOF TOP UNIT 382 MCA 20813 DISC. 60 NF UNIT MOP HER 9,2,23 EXISTING 3,4,5 -GANG BOX WITH I"CONDUIT FOR NIT LONG PLUS MOLD PG,PHONE d DATA GABLES _ Wlhi(U 20 AMP CIRCUIT P-10 P-12 eRaw+ WOMENS m I'-10" ea~i1E RE5TROOM u1 ry (CENTERED d MIN OF E1F EXHAUST FAN 713 WATT5 120/1 5WI. - - UNIT L 20/1 29 3/4"G,2#12 b 1#12 GNP I p sra33+ SENSOR in m 4 RECEPTACLES)P-28 NOTE:CONTRACTOR SHALL LABEL ALL PHONE 2F EXHAUST FAN 323 WATT5 120/1 5W1. - - UNIT P 20A 36 3/4"G,2#12 b 1#12 GND DUPLEX RECEPTACLE(165362)WITH JACKS/JUNCTIONS AS PER ELEVATION.ISOLATED GROUND DEDICATED COMMON CIRCUIT(TYP OF 3) 1 2 EXHAUST FAN WATER HEATER 4.5 KW 208/1 BKR. - - PANEL P 30/2 23,25 3/4"C,2#10,1#10 CND 2 NOTE:ALL 6E HIRING HILL FBE PROVIDPLATE5ED AND ra:o 1 LOW-VOLTAGE WIRING WILL BE PROVIDED BY NOTE:EQUIPMENT RACK,5UPPLIED TENANTS DATA CONTRACTOR. NOTES: Sheet d INSTALLED BY TENANTS DATA 3'-I' I. EXHAUST FAN(EF-I),TO BE INTERLOCKED WITH RESTROOM OCCUPANCY SENSOR.SEE DETAIL 3/EI FOR ADDITIONAL INFORMATION.SEE MECHANICAL DRAWINGS FOR 3.,.. MORE INFORMAATIOINN. CONTRACTOR NOTE:ALL CONDUIT SHALL BE INSTALLED IN51DE WALL TO EXTEND b'ABOVE 2.VERIFY LOCATION OF WATER HEATER.PROVIDE LoGK-OFF BREAKER o PANEL PER NEC 42231.PROVIDE LABEL ON EQUIPMENT INDICATING"DISCONNECT 15 SALES FLOOR CEILING.ALL CONDUIT STUBS SHALL BE FIN SHED WITH CONNECTOR/ LOCATED IN PANEL'. BUSHING AND HAVE PULL STRINGS INSTALLED.ALL CONDUIT SHALL BE 3/4' 3.PROVIDE CONNECTION TO DUCT SMOKE DETECTOR.DUCT DETECTOR TO SHUT DOWN RTU IF ACTIVATED.SEE SHEET MPI FOR ADDITIONAL INFORMATION.VERIFY UNLE55 OTHERH15E NOTED.ALL CONDUIT d BOXES ARE DIMENSIONED TO REQUIREMENTS WITH FIRE MARSHALL. OEEIGE DESK ELEVATION CENTERLINE.CONTRACTOR SHALL LABEL TOP OF CONDUIT TO MATCH LABELS ON J BATHROOM OCCUPANCY SENSOR EMPLOYEE ROOM DESK ELEVATION 4.ROOF TOP UNITS ARE FURNISHED AND INSTALLED BY LANDLORD.SEE NOTE 5. El 2 JAGK5/JUNCTION5 BELOW 5.VERIFY ROOF TOP UNITS ARE FURNISHED WITH FACTORY INSTALLED SERVICE P151-ONNEGT 5WITGH AND Wp 6FGI RECEPTACLE(GKT P-4U.ELECTRICAL CONTRACTOR NO SCALE NO 5GALE 7 NO SCALE SHALL MAKE FINAL CONNECTIONS TO SERVICE 015CONNEGTS AND 6-C1 RECEPTACLE.PROVIDE NEW AS REQUIRED. o5P2o-0Do LIGHTING PLAN NOTES LUMINAIRE SCHEDULE ***LIGHT FIXTURE5 PROVIDED BY TENANT FOR TENANT'S GONTRAGTOR INSTALLATION*** OI EXIT 516N5/EFER6ENGY BATTERY PAGK5:CONNECT TO THE LINE 51DE OF LOCAL <---------------LAMP5-----------3 LT6.FIXT. 5WITCHIN6 AND CONTACTOR OR CONNECT TO DE516NATED NIGHT LIGHT CIRCUIT. FIXTURE LIGHT VOLT5 WAT15 QTY.-WAT15 MOUNTING 5GHEOULE NOTE5 A. I�TOGKRR�NI5TALL WALL MOUNTED TYPE ON WALL CENTERED 1'-0'ABOVE SYMBOL DE5GRIPTION TYPE. B. IN 5ALE5 AREA,MOUNT ON GEILIN6 1'-0"FROM THE WALL. EMERGENCY LIGHT ELECT. WALL OR EMERGENCY LIGHT (2)IH MRIb _ ELECT. CEILING WITH BATTERY NOTES: O2 CONTRACTOR 51ALL L16HTIa6PEND LIGHTING IN THIS AREA FROM THE BOTTOM OF EXISTING PANEL FURNISHED W/FIXTURE SURFACE E d I. STRUCTURE.AU5REW LIGHTING R 5 eH CLEAR 15MI PROVIDE MISCELLANEOUS MATERIALS A5 REQUIRED.FIXTURES SHALL BE SEISMICALLY RESTRAINED WHERE rn REQUIRED BY LOCAL CODE AUTHORITY. OPROVIDE ROUGH IN FOR TENANT STOREFRONT 516WS)AND AWIN6 WHERE APPLICABLE. MOUNT REMOTE EMERGENCY SEE 15 MEIN HALOGEN EXTERIOR EXTERIOR v, FINAL GONNEGTION5 WILL BE FURNISHED AND IN5TALLED BY TENANTS 516N L16HT5 OUTSIDE ABOVE EXIT ELECT. 5EALED BEAM5 AND WALL EMERGENCY LI614T [' °u GONTR4GTOR.FURNISH AND INSTALL JUNCTION BOXES W/b'WHIP ON WALL ABOVE DOORS W/BATTERY UNIT INSIDE PANEL FURNI5HED H/FIXTURE TIME WITH BATTERY NOTES: c m AGGE%IBLE CEILING.CONTRACTOR 5HALL COORDINATE FINAL JUNCTION BOX LOCATION BLD6. DELAY RELAY E d I. -N u��i Y WITH 516N VENDOR.JUNCTION BOXE5 NEED TO BE WITHIN 5 FEET OF 516N FOR SIGN _ -- VENDOR TO MAKE FINAL ELECTRICAL CONNECTION. Q w d m u IF 5TORE HA5 ADDITIONAL 51DE OR REAR 516NAC-E THE CONTRACTOR 5HALL SEE CEILING L.E.D.SINGLE- _ '�" z '�°E + COORDINATE WITH THE 516N VENDOR FOR ANY ADDITIONAL EXTERIOR SIGNA6E AND 3 LED LAMP ARRAY ,•w THE A55OGIATEO ELECTRICAL REQUIREMENT5.AFTER THE ELECTRICAL DESIGN 15 ® EXIT LIGHT ELECT. FURNISHED W/FIXTURE MOUNT,URLE55 FACE EXIT SIGN Z w" IT MAY BE DETERMINED THAT CERTAIN 5ITE5 REQUIRE 51DE OR REAR PANEL REQ'D a' COMPLETE, BY K/EMER6 BAT _ -a 51GAN6E. CODE NOTE:D t 1. c a u O4 LIGHTING CIRCUIT HOMERU145 MAY BE RUN IN A COMMON CONDUIT TO THE LIGHTING 0 0' $f E CONTACTOR PANEL. PROVIDE APPROPRIATELY 5IZED CONDUIT AND JJNGTION BOXES. 5EE 64 2-32W FURNISHED W/ GEILIN6 INTERIOR/ EXTERIOR EACH MULTIWIRE BRANCH CIRCUIT WITH A SHARED NEUTRAL SHALL BE PROVIDED WITH A MEANS THAT WILL 51MULTANEOU5LY 015CONNECT ALL UNGROUNDED CONDUCTORS IN 8'-0"STRIP LIGHT WITH ELECT. FLUOR. FIXTURE SURFACE STRIP ACCORDANCE WITH THE REQUIREMENTS OF NEG ARTICLE 210.4 OF THE 2008 NEC. REFLECTOR PANEL NOTE5:AF,6 t K. PROVIDE CONDUIT AND WIRE SIZES REQUIRED TO FEET NEC ARTICLE 310.15(B)(2). OS INSTALL WALL PACK FIXTURE ABOVE REAR EXTERIOR DOORS AT 10'-0',COORDINATE EXACT MOUNTING HEIGHT AND LOCATION. 5E 32 I-32W RRN15HED w GEILIN6 INTERIOR/ EXTERIOR O FOR"EM"EMERGENCY LIGHTING,CONNECT BOTH 5WITCHED AND UNSWITGHED GIRGUIT LE6 B 4'-0"5TRIP LIGHT WITH ELECT. FLUOR. FIXTURE 5URFACE STRIP FROM 5AME CIRCUIT THAT 5ERVE5 LIGHTING SUCH THAT FIXTURE 15 SWITCHED BY REFLECTOR PANEL NOTE5:A�C,6 t K BATTERY CHARGING AND 5EN51NG ELEMENTS ARE CONNECTED TO UN5WITCHED CONWGTOR5. OEXISTING BUILDING LI&HTIN6 TO REMAIN. E.G.SHALL VERIFY IF LIGHTING 15 EMERGENCY L16HT CONTROLLED FROM EXI5TIN6 PANELS BEING REMOVED OR FROM LANDLORD HOUESE V-O"STRIP LIGHT WITH 5EE 64 2-32W FURNISHED W/ GEILIN6 PANEL. IF FROM PANEL BEING REMOVED FURNISH AND IN5TALL NEW GIRGUIT FROM REFLECTOR ELECT. FLUOR. FIXTURE SURFACE WUEMER6.BAT. PANEL VIA LIGHTING GONTAGTOR TO EXIZiTI%LIGHTING. EMERGENCY LIGHT PANEL BALLAST NOTE5:AF)=,6,1 t K. OB OCCUPANCY NEXT TO D INSTALL'LEVIE5TR ON"OCCUPANCY 5BELA CATALOG N055C-10-UOW ON CEILING NEXT C DOOR TOR PROVIDED SENOR TIME DELAY R T SET TO 5 MINUTES.OCCUPANCY SENSORS PROVIDED BY TENANT FOR C.ONTRAGTORS `o INSTALLATION. 8'-0"STRIP LIGHT WITH SEE 64 2-32W F1RNI5HED H'1/ CEILING INTR✓EXTR.STRIP - REFLECTOR ELECT. FLUOR. FIXTURE SURFACE W/EMER6.BAT. - 9O DUPLEX REGEPTAGLE MOUNTED IN GEILING TILE.REGEPTAGLE 15 FOR 5EGURITY CAMERA EMER6✓NI6HT LIGHT PANEL BALLAST a MONITOR SUSPENDED FROM CEILING.5EE SHEET El FOR CIRCUITING INFORMATION.10 L NOTE5:A,GFF.6,1 t K. MOUNT EMERGENCY FIXTURE ABOVE DOOR APPROXIMATELY 10'-O"AF6.COORDINATE w WITH EXI5TIN6 GONDITION5,AWNINGS AND/OR 516NA6E.LOCATE REMOTE BATTERY ABOVE CEILING. 4'-0"5TRIP LIGHT WITH 5EE 32 LIGHT 32 I-32W FURNISHED W/ CEILIN6 EMER6 K/EMERG BAT. REFLECTOR ELECT. FLUOR. FIXTURE SURFACE 12 L-I2 VIA EM5 11 SWEE ESX R CEI PTA LERFOR 56E INFORMATION.ITMCERA DOME(5GD)MOUNTED IN CEILING TILE. EMERC-ENGY L16HT PANEL BALLAT NOTE5:5A,G)=,G,1 E K 12 LOCATION OF EMS LIGHTING MANA6EMENT CONTROLLER WITH MANUAL CONTROL OF a LIGHTING. `COORDINATE 2-HOUR BYPA55 PROGRAMMING OF AUTO-OFF PER INTR✓EXTR.5TRIP L- APPLICABLE WA CODE5.5EE"EM'DRAWINGS FOR ADDITIONAL INFORMATION.MANUAL 4'-0"STRIP LIGHT WITH 32 -32W FURNISHED VI/ CEILING OVERRIDE 5WITGHE5 ARE BACKLIT FOR NOTIFICATION TO OPERATOR 5EE'OFFICE ELECT. FLUOR. FIXTURE SURFACE W/EMER6.BAT. — ELEVATION'2/EI FOR MOUNTING HEI6HT5 FOR 5WITCHE5. REFLECTOR PANEL BALLA5A,G)=Fb,l t K. EMER6✓NI6HT L16HT 3 DAYLIT SWITCHING AREA BOUNDARY. UTYPICAL — 14 DAY-LIT 5EN50R(6REEN6ATE PPS-4)PROVIDED BY TENANT AND INSTALLED BY 6.G. 5EE Ib 3-32W FURNI5HED W/ GEILIN6 INTERIOR/ EXTERIOR O O sco O O JIM TO MEET WA ENERGY CODE REQUIREMENTS.SENSOR TO AUTOMATICALLY ADJUST 2'-0"X 4'-0"LAY-IN CEILING F1 Ff.T. FLUOR. FIXTURE LAY-IN STRIP NOTES:LIGHTING LEVEL5(CONTINUOUS DIMMING)IN GONJJNGTION WITH DIMMING BALLA5T5 AND PANEL q ii I . LIGHT ,B(�d KEMS(TELETROLJ PANEL. ALL EM5 CONTROLLED LI&HTIN6 WILL HAVE PRE5ET OWOFF TIME5 A5 I^ELL A5O — / OPTIONAL OVERRIDE 5NITC 4IW LOCATED IN MANAGERS OFFICE. 5EE 2/EI FOR SWITCHLOGATION5. 2'-0"X 4'-0"LAY-IN GEILIN6 5EE 3-32W RRN15HED W/ GEILIN6 EMERGENCY L16HT O O O O O LIGHT EMERGENCY LIGHT ELECT, FLUOR. FIXTURE LAY-IN W/EMERG. BAT.OL 2 Ib BIALLA5TX�HA EIN��INED REQUIR FIN 5 ALL BE EQUIPPED WITH DIMMABLE PANEL BALLAST� NOTES:Ab,CF,G dKPROVIDE FLEXIBLE CONNECTION TO LIGHT FIXTURES AT EXPANSION JOINT.to -O5EE 96 3-32W FURNISHED W/ GEILIN6LIGHT EMERGINIGHT LIGHT ELECT. FLUOR. FIXTURE LAY-IN W/EMER6.BAT. BALLAST O O O — L-21 PANEL NOTE5:ABrFF,G tK_17- 0 _SEE lOW FURN115HED MOUNTED LOCATIONS NOTE-51 WALL PACK ATLAS 96 WALL U.L.LISTED FOR WETL-21 O5QWLM-IOMHQ ELECT. METAL HALIDE FIXTURE OVER DOOR PANELTYPICAL 6 p s O O 1b t7 O LIGHTING FIXTURE 5GHEDULE NOTES: -21 E A. DE516HATED FIXTURE SHALL HAVE Tb LAMP5 AND ELECTRONIC BALLAST WITH U15GONNEGT PER NEC,410.130G sco B. CUT INSULATION WEN BATT TYPE 15 USED)OR PROVIDE SHIELD AROUND FIXTURE(WHEN BLOWN-IN TYPE 15 U5ED)TO KEEP INSULATION A O sQo O O O O O O II MINIMUM OF 3'AWAY FROM FIXTURE. II L�VIA`�MS G. ATTAGH FIXTURE TO T-BAR PER NEC,410-3b WHERE APPLICABLE. sco r , D. FIXTURE PROVIDED WITH DUAL VOLTAGE 120/217V POKER 5UPPLY. TO SIGN 161 I II g E. L16HT FIXTURE 5HALL HAVE BATTERY BACK-UP WIRED AHEAD OF 5WITGHE5/GONTAGTOR5 ON 5AME GIRGUIT.UNIT EQUIPMENT 5HALL BE PER J NIEC 700.12F.FOR FIXTURES WITH FOUR LAMPS,TFE EMERGBdGY BATTERY PACK WILL ONLY OPERATE ONE OF TFE LAMPS. O OI L-2 p q F. LI6HT FIXTURE SHALL REMAIN ON WRING NON-BUSINESS WORKING HOUR5. RRMM G. WITH NO FINISHED CEILING,LIGHT FIXTURES IN THE 5ALE5 AREA SHALL BE SUSPENDED o 12'-0'A.F.F.AND LIGHT FIXTURES IN THE ARCH IT E C T S, P C sce STOCKROOM AREA SHALL BE SU5PENDEO®10'-0"A.F.F.L-33 L-21 �— 1317 Executive Blvd,Suite 200 IO `�'` H.. EQUIFMENT EXTERIOR FIXTURE5 WITH COLD WEATHER BALLA5T. Chesapeake,VA 23320 LL ® I. PROVIDE NE MINT E MINIMUM REMENTY BACK-DP. (757�22-28281 fax(757)622 6883 O ) • O O O O O O O K. PER WA ENERGY CODE REQUIREMENTS,PROVIDE FIXTURE WITH DIMMABLE BALLAST IN DESIGNATED AREAS AS NOTED ON PLANS. y 0:-R�HkO.y O "P/F WA3 L-q VIA EMB f O_ O a O m O O O O r- 0 0 L-2q VIA - c� 49192 Qj L-2 VIA q F tsrE4i4"-r O EME IVA L IA 3 IA L b IA IA 8 IA 1 IA L- ,y �pN�EM L-2 O O II p O PANEL MOP L-21 E .6 6 PANEL P sco sco II sco 0 PANEL L - EM5 PANEL L-I L-17 IT 17 D L 16HTI N6 PLAN � 00 � 00C 00 0 L _J Z Q J_ < � aoZ O N ID O w o d' z v w LLLLaw 0 sheet IF YOU HAVE ANY WE5TION5 REGARDING THE ELEGTRICAL PLANS,PLEASE GALL THE ELECTRICAL OE5IGNER DE516NER: RICK MOMBER6 PHONE/FAX: 612-465-1627/612-465-1T16 E-MAIL: rlckmomberg®djrhameng.com NEW ELEGTRIGAL EQUIPMENT NOTE: R15ER LEGEND TENANT I20/20bV TENANT NEH ELECTRICAL PANELS AND TRANSFORMER(IF APPLICABLE)ARE DASH DOT LINE TYPE INDICATES EXISTING GASH RE615TER AND GOMPUTER D1�T1ELT20bv MOP OR SERVICE PROVIDED BY THE TENANT FOR TENANT'S CONTRACTOR INSTALLATION. EQUIPMENT TO REMAIN GROUND I N6 D I A6RAM NOTES PANIELBOARD NEVI PANELS WILL BE PROVIDED WITH CIRCUIT BREAKERS AS SHOWN CIRCUIT BREAKER ON THE PANEL SCHEDULE. HIDDEN LINE TYPE INDIGATE5 EQUIPMENT CONNECTION OF ISOLATED GROUND TO FURNISHED AND INSTALLED BY EQUIPMENT GROUND SHALL OCCUR AT THE LANDLORD. EXTERIOR WALL DOLLAR TREE SPACE A. GASH RE615TER AND COMPUTER CIRCUITS SHALL BE MAIN PANEL OR 015GONNEGT WHERE THE _ CONNECTED TO THE SAME PHASE(EVERY THIRD P051TIOW SERVILE GROUND 15 ESTABLISHED. EXISTING ELEGTRIGAL EQUIPMENT NOTE: CONTINUOUS LINE TYPE INDICATES NEW IN THE PANIELBOARO.FOR EXAMPLE,ALL ON PHASE A, NEUTRAL BAR H _ EQUIPMENT TO BE INSTALLED CIRCUIT NUMBERS 1,1,13,OR 2,b,14,ETC. EQUIPMENT GROUND BAR N13 ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ORUIT B. FURNISH AND INSTALL AN INSULATED,ISOLATED GROUND BOND JUMPER PER NEC 250 IG N BREAKERS AS REQUIRED IN EXISTING ELECTRIGAL PANELS.MATCH BAR IN PANIEL.INSTALL AN INSULATED"ISOLATED"6ROUNID EXISTING MANUFACTURER AND DEVICE RATIN65. LANDLORD PROVIDED 2 5ET5 OF WIRE IN EACH BRANCH CIRCUIT"HOMERUN"TO G �' PANELBOARD.CONNECT GROUND WIRE FOR GASH 6ROUNIDIN6 ELECTRODE CONDUCTOR.PER 4#350 KGMIL.,1#1 CU.EACH FOR S ZE 5EE ELECTRICAL R15ER DIAGRAM V REGISTER AND COMPUTER GIRCUIT5 TO ISOLATED GROUND n BAR IN PANELBOARD AND DIRECTLY TO I50LATED c m M5 CONTROLLER GIRGUIT5 TO GROUND LU&/SGREW ON ISOLATED GROUND RECEPTACLES. ,a RISER DIAGRAM NOTES: 3/4'G 4#12,#12 CND.FOR L16HT FIXTURES EQUIPMENT GROUND BAR FOR NORMAL BOND JUMPER - LL PHASE L055 MONTIOR G. DO NOT CONNECT"ISOLATED'GROUND WIRE TO RACEWAY CIRCUITS PER NEC 250 `�2 E -6 LANDLORD FURNISHED AND IN5T -- OR BOX GONIDUIT AMID BOX SHALL BE METAL AND m e m u r------ I. INFORMATION ON THE ELECTRICAL SERVICE ENTRANCE 15 BASED ON 600 AMP,120/20DV,3 PHASE,4 WIRE METAL-TO-METAL GONAELTORS SHALL BE USED(NO FLEX INSULATED/ISOLATED 6RO1ND BAR FOR GASH .N THE INFORMATION RECEIVED AT THE TIME OF DE516N FOR TH15 I CONDUIT)TO ESTABLISH GROUND PATH FOR BOX AND REGISTER GIRGUIT5 ONLY.PER NEG 40b-40. I `� C/f CABINET,METER AND DI5GONNECT RACEWAY. EXCEPTION I. z F m E w PROJECT. EXACT INFORMATION WAS NOT AVAILABLE. I a t 5WITGH WITH INCOMING UTILITY SERVICE CONDUIT AND WIRING AS Z w c a' CONTRAGTOR SHALL VERIFY ELECTRICAL SERVICE AND ALL I REQUIRED TO PHOTOCELL D. GASH REGISTER DATA SYSTEM GABLE SHALL BE w r a c EQUIPMENT AGAINST THE DESIGN AND REPORT ANY DISCREPAWI IES CONDUIT AMID CONDUCTORS FURNISHED CONDUIT AMID BOX MUST BE METAL TO PROVIDE t v v t AND INSTALLED BY LANDLORD. _L ANID O TDOOR 5EN50R ON FURNISHED ANID INSTALLED BY OTHERS.FURNISH AND EQUIPMENT GROUND PATH FOR BOX OR THAT GAN NOT BE RESOLVED IN THE FIELD,TO THE ENGINEER FOR F- -1 F----1 F---� ROOF INSTALL JINGTION BOX IN OFFICE AND 2'CONDUIT WITH PROVIDE GREEN EQUIPMENT GROUNDING c m V FURTHER INSTRUCTION ANV/OR POSSIBLE REDESIGN OF AFFECTED PROVIDE SEPARATE COST FOR ANY FULL WIRE TO SALES AREA CEILING CAVITY. CONDUCTOR E ITEMS. WORK NOT PERFORMED BY LANDLORD. I NIEW EM5 PANEL 2. LOCATE PANEL BOARDS IN EXCLUSIVELY DEDICATED SPACES IN I LANDLORD LANDLORD LANDLORD E. DO NOT RUN GASH REGISTER CIRCUITS IN CONDUIT WITH (FURNISHED BY TYPICAL WIRING FOR EACH ISOLATED GROUND FURNISHED FURNI5HED FURNISHED OTHER CIRCUITS. RECEPTACLE ON A GASH REGISTER CIRCUIT H ACOORDANGE WITH NEC 11026 PLUG UNUSED OPENINGS. _ L I AND AND AND TENANT DO NOT USE R15ER DIAGRAM TO LOCATE EQUIPMENT. REFER TO F, -1 r , F J I INSTALLED INSTALLED INSTALLED INSTALLED BY POWER PLAN FOR LOCATIONS. PLUS UNUSED OPENIN65 IN `M _ I__ I PANEL'MDP' PANEL"P" PANEL"L' CONTRA(TOR) O N PANELBOARDS. Ell 3. ELECTRICIAN SHALL BE ON 51TE DURING THE D.B.S.INSPEGTION. - I I L_J I NIeIT. I I L_ J L_ J ISOLATED GROUND ATTACHED TO 4. PROVIDE BONDING CONDUCTORS A5 REQUIRED PER N.E.C.250. I ,c= T- �- RECEPTACLE ISOLATED GROUND 5. GANTRAGTO2 SHALL PROVIDE ALL CONDUIT,WIRE,M15GELLANEOU5 GND I L - 5GREW PER NEC 250.146(0) ITEMS AND HARDWARE,ETC...,FOR A COMPLETE AND OPERATIONAL I �J I LANDLORD FURNISHED AN �111EI'- .ROUTE GA5H RE615TER GROUND I N6 D I A6RAM SYSTEM. L-I,-J 2 #2/0 GU.GNP I INSTALLED LIGHTING CONTROL CIRCUITS -�- 2"C-4#1/0,1#66 d I#6 16. 1 AND PHASE L055 TO LGP AND NO 56ALE I -- ----J EMS PANEL. LANDLORD FURNISHED IF YOU HAVE ANY OUESTIONS REGARDING THE ELECTRICAL PLANS,PLEASE I AMID INSTALLED CALL THE ELECTRICAL DESIGNER. -/2'G-4k3,Ikb GNP. DESIGNER: RICK MOMBERG PHONIE/FAX: 612-465-1621/b12-465-17T6 -J _ E-MAIL: rickmomberg®dunhcmang.com -- J L CONTRACTOR TO CONFIRM GROUNDING AND BONDING OF NEUTRAL AND GROUND BU55E5 AT THE SERVILE NOTE: a DI5GONNEGT 5WITGH.PROVIDE NEGE55ARY A. ELECTRICAL CONTRACTOR TO FIELD VERIFY EXI5TIN6 CONDITIONS DURING PRE-BID WALK THRU TO BID. FIELD MODIFICATIONS TO MEET CODE AND LOCAL VERIFY THAT EXISTING SERVICE CAPACITY 15 ADEQUATE.NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO BID. REQUIREMENTS.AS THIS CONNECTION SHALL ONLY ADDITIONAL FEES DUE TO LACK OF COMPLIANCE WILL NOT BE ACCEPTED. OCCUR IN ONE LOCATION AT THE POINT OF SERVICE. 0 RISER DIAGRAM NO 5OALE 0 E PROVIDE CIRCUIT BREAKERS AS REQUIRED.MATCH PROVIDE CIRCUIT BREAKERS AS REQUIRED.MATCH PROVIDE CIRCUIT BREAKERS AS REQUIRED.MATCH EXISTING MANUFACTURER AND DEVICE RATINGS. EXISTING MANUFA6TURER AND DEVICE RATIN65. EXISTING MANUFACTURER AND DEVICE RATINGS. Panel: MDP Voltage: 120/208V,3PH,4W Panel: P Voltage: 120/208V,3PH,4W Panel: L Volta e: 120/208V,3PH,4W Code L Code C Code R Code M Code E Code K Code D Code L Code C Code R Code M Code E Code K Code D Code L Code C Code R Code M Cod E Code K Code D No. Amp/p Note Description Ph VA VA VA VA VA VA VA No. Amp/ Note Description Ph VA VA VA VA VA VA VA No. Amp/ Note Description Ph VA VA VA VA V VA VA 1 60 RTU-1 -A- 4126 1 20/1 GENERAL REC.-CASH REGISTER#1 -A- 600 1 20/1 ROW 2-LIGHTS VIA EMS(CUSTOMER) -A- 864 3 / -B- 4126 3 20/1 GENERAL REC.-CASH REGISTER#2 -B- 600 3 20/1 ROW 4-LIGHTS VIA EMS(CUSTOMER) -B- 864 5 3 -C- 4126 5 20/1 GENERAL REC.-CASH REGISTER#3 -C- 600 5 20/1 ROW 6-LIGHTS VIA EMS(CUSTOMER) -C- 864 7 60 RTU-2 -A- 4126 7 20/1 GENERAL REC.-CASH REGISTER#4 -A- 600 7 20/1 ROW 8-LIGHTS VIA EMS(CUSTOMER) -A- 864 RRMM 9 / -B- 4126 9 20/1 FUTURE EQUIPMENT -B- 500 9 20/1 ROW 10-LIGHTS VIA EMS(CUSTOMER) -B- 576 11 3 -C- 4126 11 20/1 1 ICE CREAM CASE -C- 1032 11 20/1 SPARE -C- 13 60 RTU-3 -A- 4126 13 20/1 J-BOX SALES AREA -A- 960 13 20/1 SPARE -A- ARCHITECTS, PC 15 / I I -B- 4126 1 15 20/1 1 J-BOX SALES AREA -B- 1600 1 1 15 20/1 SPARE -B- 1317 Executive Blvd,Suite 200 17 3 -C- 4126 17 20/1 J-BOX SALES AREA -C- 1600 17 20/1 1 STOCK RM LIGHTS VIA EMS(EMPLOYEE) -C- 527 Chesapeake,VA23320 19 60 RTU-4 -A- 4126 19 20/1 AUTO DOORS -A- 1000 19 20/1 1 SPARE -A- (757)622-2828/fax(757)622-6883 21 / -B- 4126 21 20/1 CEILING RECEPTACLES -B- 800 21 20/1 1 EXTERIOR/EMERG.LTS VIA EMS -B- 156 23 3 -C- 4126 23 30/ 2 WATER HEATER -C- 2250 23 20/1 SPARE _C_ 25 20/1 SPARE -A- 25 2 -A- 2250 25 20/1 SPARE -A- y0,R010 27 20/1 SPARE -B- 27 20/1 SODA CASE -B- 1200 27 20/1 SPARE -B- �Q•,!F WAS'`e,�' 29 20/1 SPARE -C- 29 20/1 SODA CASE -C- 1200 29 20/1 1 REST RM LTS&EF-1 VIA EMS(EMPLOYEE) -C- 64 10 72 Gv, 31 20/1 SPARE -A- 31 20/1 1 SECURITY CAMERAS(SCD) -A- 1620 31 20/1 SPARE -A- 33 20/1 SPARE -B- 33 20/1 PHONE BOARD -B- 180 33 20/1 SIGN -B- 1200 35 20/1 SPARE -C- 35 20/1 DOORBELL/BUZZER -C- 180 35 20/1 1 IFP POWER(EMS PANEL) -C- 500 �•°• •,•�Q 49192 Q j 37 20 1 EMS PHASE LOSS -A- 50 37 20/1 EXISTING SPARE -A- 37 - SPACE -A- F�/srE?ti-'r 39 / -B- 50 39 20/1 2 HAND DRYER -B- 1150 39 SPACE -B- DO(vgyEM 41 3 -C- 50 41 20/1 1 RTU RECEPTACLES I-C-1 41 SPACE -C- 2 15/ 1 REACH IN COOLER 2 DR -A- 900 2 20/1 I.G.REC-CASH REGISTER 91 -A- 500 2 20/1 1 ROW 1-LTS VIA EMS(EMPLOYEE)EM LTS -A- 576 4 2 -B- 900 4 20/1 OFFICE PLUGMOLD -B- 4 20/1 1 ROW 3-LTS VIA EMS(EMPLOYEE)EM LTS -B- 864 6 30/ 1 REACH IN FREEZER 3 DR -C- 2250 6 20/1 OFFICE PLUGMOLD -C- 3610 6 20/1 1 ROW 5-LTS VIA EMS(EMPLOYEE)EM LTS -C- 864 8 2 -A- 2250 8 20/1 I.G.REC-CASH REGISTER#2 -A- 500 8 20/1 1 ROW 7-LTS VIA EMS(EMPLOYEE)EM LTS -A- 864 10 30/ 1 REACH IN FREEZER 4 DR -B- 2800 10 20/1 I.G.OFFICE RECECPTACLES -B- 10 20/1 1 ROW 9-LTS VIA EMS(EMPLOYEE)EM LTS -B- 864 12 2 -C- 2800 12 20/1 I.G.OFFICE RECECPTACLES -C- 12 20/1 N.WALL LIGHTS VIA EMS(EMPLOYEE) -C- 480 14 20/ 1 WALK IN FREEZER -A- 1590 14 20/1 I.G.REC-CASH REGISTER#3 -A- 500 14 20/1 S.WALL LIGHTS VIA EMS(EMPLOYEE) -A- 640 16 2 -B- 1590 16 20/1 DED.DUPLEX RECEPTACLE -B- 180 16 20/1 SPARE -B- 18 15/1 1 WALK IN COOLER -C-1 1080 18 20/1 DED.DUPLEX RECEPTACLE -C- 180 18 20/1 SPARE -C- 20 20/1 1 1 1 FREEZER/COOLER LIGHTS -A-1 40 1 1 1 1 20 1 20/1 11 I.G.REC-CASH REGISTER#4 -A-I 500 1 20 20/1 SPARE -A- 22 20/1 SPARE -B- 22 20/1 STOCKROOM RECEPTACLES -B- 360 22 20/1 SPARE -B- 24 20/1 SPARE -C- 24 20/1 1 SECURITY CAMERA MONITOR -C- 500 24 20/1 SPARE -C- 28 2011 SPARE -B- 28 20/1 EMPLOYEE AREA PLUGMOLD -B- 720 28 20/1 SPARE -B- 30 20/1 SPARE -C- 30 20/1 EXISTING SPARE -C- 30 SPACE _C_ 32 100 PANELL -A- 3808 32 20/ EEXISTING SPARE -A- 32 SPACE -A- 34 / -B- 4524 34 20/1 2 HAND DRYER -B- 1150 34 - SPACE -B- 36 3 -C- 2799 510 72 36 20/1 EF-2 -C- 656 36 - SPACE -C- 38 150 PANELP -A- 960 9270 38 20/1 EXISTING SPARE -A- 38 - SPACE -A- I��100 I� 00 40 / -B- 4020 4960 40 20/1 EXISTING SPARE -B- 40 - SPACE -B- 111�11 � 42 3 -C- 2860 5942 656 42 20/1 EXISTING SPARE -C- 42 - SPACE -C- I��I J Through- -- -A- Through- -- -A- Through- -- -A- Q Feed Lug None -B- Feed Lug None -B- Feed Lug None -B- W Connection I I-C-1Connection I -- -C- Connection -- -C- 0 Main 600 -A- 3848 960 9320 21244 Main -- -A- 960 9270 Main --- -A- 3808 L Breaker / -B- 4524 4020 5010 21794 Breaker None -B- 4020 4960 Breaker None -B- 4524 3 C 2799 2860 6502 23362 1 - -C- 2860 5942 656 1 1 - -C- 2799 510 72 Q J Breaker Notes: Conn KVA phase loads Total -A- -B- -C- Breaker Notes: Conn KVA phase loads Total -A- -B- -C- Breaker Notes: Conn KVA phase loads Total -A- -B- -C- N 1- PROVIDE LOCK-ON DEVICE 106.2 35.4 35.3 35.5 1- PROVIDE LOCK-ON DEVICE 28.7 10.2 9.0 9.5 1- PROVIDE LOCK-ON DEVICE 11.7 3.11 4.5 3.4 Q Z W 2- Dmd Conn Panel-Bus KVA loads 2- PROVIDE LOCK-OFF DEVICE Dmd Conn Panel-Bus KVA loads 2- Dmd Conn Panel-Bus KVAloads 0 _ OQ 3- 14.0 11.2 Code L-Lighting 3- Code L-Lighting 1 1 3 1 13.9 11.1 Code L-Lighting Z W� 4- 7.8 7.8 Code C-Convenience Receptacles(180 W) 4- 7.8 7.8 Code C-Convenience Receptacles(180 W) 4- Cade C-Convenience Receptacles(180 W) O NQ 5- 20.8 20.8 Code R-Receptacles(Non Convenience) 5- 20.2 20.2 Code R-Receptacles(Non Convenience) 5- 0.5-O.Ei Code R-Receptacles(Non Convenience) LL Q Panelboard Notes: 69.3 66.4 Code M-Motors Largesl motor VA 11601 Panelboard Notes: 0.7 0.7 Code M-Motors Largest motor VA Panelboard Notes: 0.1 0.1 Code M-Motors Largest motor VA 1- PROVIDE ISOLATED GROUND BAR Code E-Electric Heat 1- PROVIDE ISOLATED GROUND BAR Code E-Electric Heat 1- Code E-Electric Heat O LLI VN 2- Code K-Kitchen Equip Demand 100/ 2- Code K-Kitchen Equip Demand 100% 2- Cade K-Kitchen Equip Demand 100% O 2 � 3- Code D-Dwelling Units(Hotel/Motel Rooms) 3- Code D-Dwelling Units(Hotel/Motel Rooms) 3- Code D'-Dwelling Units(Hotel/Motel Rooms) � ? V p 4- 111.9 106.2 Total KVA 4- 28.7 28.7 Total KVA 4- 14.5 11.7 Total KVA O LL Q WQ 5- +Spare KVA %Spare 5- +Spare KVA %Spare 5- +Spare KVA %Spare SURFACE :Mounting 112 Adjusted KVA(Demand KVA+Spare KVA) I SURFACE :Mounting 29 Adjusted KVA(Demand KVA+Spare KVA) I SURFACE :Mounting 14 Adjusted KVA(Demand KVA+5Pare KVA) EXISTING :Amps AIC Rating 311 Adjusted Demand Amps EXISTING :Amps AIC Rating 1Adjusted Demand Amps EXISTING :Amps AIC Rating 40 Adjusted Demand Amps 600 :Amp Rating of Bus 311 High Phase Demantl Amps 26-Apr-15 225 :Amp Rating of Bus 85 High Phase Demantl Amps 28-Apr-15 100 :Amp Rating of Bus 47 High Phase Demand Amps 28-Apr-15 600 Panel Amp Rating(Min Main or Bus Rating) File Name: Project Number: Project Name: MLO :Panel Amp Rating(Min Main or Bus Rating) File Name: Project Number: Project Name: MILD :Panel Amp Rating(Min Main or Bus Rating) File Name: Project Number: Project Name: .3 208 :Phase to Phase Voltage PANEL MDP 0415820-127 DOLLAR TREE 208 :Phase to Phase Voltage PANELP 0415820-127 DOLLAR TREE 208 :Phase to Phase Voltage PANEL L 0410120-127 DOLLAR TREE "o sheet E5 SECTION 16010-GENERAL PROV1510N5 APPROVAL DRAWINGS SECTION 16010-BA516 MATERIAL5 AND METHODS PREPARATION/I1,15TALLATION/ CONNECTIONS RELATED DOCUMENTS A. Pre are and submit for approval Wch additional electrical drawings, APPLICATION A. All main feeder connections shall be made with solderless A The General Conditions,Supplementary Candltiorn,and General dia�rdins,and speclficatioris as me required by: MATERIAL5 A. Conduit: cprannwreGt�ppealwn�e. Son Mee Hires Mlmes sng ��be mode nth Requirements apply to the Work speclfied in this Section. I. Local Fire Prevention Bureau A Gondult: I. Installation-All conduit shall be sized In accordance with the Ideal"WIN6NUT5' DESCRIPTION 2. Local Building Department-Electrical Inspection Section I. Electrical Metallic Tubing;EMT,hhlnwall"conduit shall In general be NEL.: utilized where permittecfbu Code except where ciescrbed herein. a. Conduit to be run exposed In unfinished areas such ds INSTALLATION A. This Section defines the General Provisions which are common to 3. Local Utility canpmies Minimum size conduit shall lie 3/4",unless specifically rioted mechanical and electrical room used as electrical closets. all Section of Division 16. otherwise. All other conduit shall be concealed. A. System Grounding: - COORDINATION AND COOPERATION B. The Information In the Specificatons and the Plan Drawings are 2. He tiva11 steel conduit and I.M.G.shall be either hot dl I. Local be In strict accordmce with the National Electrical Code, basic facts to follow in determining a reasonable and A. The contractor shall examine the premises and satisfq himself of existing a-� d,or sherardized. PPS b. All conduit and wiring shall be concealed wherever possible. Local 6overnlnq Authorities and in accordmce with the competitive price For the disciplines Intended. The Drawings condIUMS under which he will be dbligated to operatic In performing his g Where conduit and wire cannot be concealed,obtain direction recommendations of the Utilltu Company. See details o„drawings and Specifications do not necessarily indicate or describe each pat of the work or that well in any manner affect the work under a 3. Flexible conduit shall be Greenfield tine except,where a osed from the Architect.No surface mounted conduit,wiremold or for additional grounding req ements. Item necessary for the Full performance and completion of the contract. The Contractor shall cdoperate with other trades so that the 8e ((tree power poles well be acceptable,unless specifically indicated particular work the contractor may be biddingq.� These documents installation of all equipment may be properly coordinated. to oil,grease,orwater-conduit shall Sealt on the dreurirlgs. o $ provide the general Intent necessary to info in n the contractor 4. Plastic conduit shall be PVC 5cheduae 40. B. Electrical 5ervke: of the Dollar Tree's desire For the systems required For B. All equipment famished stall fit the ace-.liable,with connection,etc., c. All exposed conduits shall be run parallel to or at right 1. The Utlll C ay will Furnish,Install and connect all primary N Electrical. Contractor shall visit the site prior Eo blddlnq to h#ie ed locations and with ode oats space for snails and 5. Conduit shall be as manufactured by Allied,Triangle or angles to structural members.Care�a el to or exact service ` become familiar with the existing conditions under which the work servicing. The drawl s are gerall gdlagra nark aid Indkote the approved equal. role with the Architect's representative,In the field,prior trM Q w d o ^+ shall be performed. Failure to aspect the site will not be maser d method o?the Ing, latlon HIIII the specifications and fixture b. Provide expansion fittingsfor conduits crossingexpansion joints. to a*mtallation. 2. This contractor shall contact the Utility Gompmq and Landlordto - _ m u (allures toed juFor mhe work undertion for an adjusts nt in c tntract price or list derete the type and qqualittu�of material ad workmanhi��to be used. j instructionsbaa11Informal Into work easw�ry for t�iwroFk rnaval of ate their = z e E + PWhere a conflict exists between the drawings and the s etlflcatlons,the T. C,onduit Fittings: d. All conduit shall be Inde tl s red from the bulldln coca amp a m V 9 P penda y ammo 9 and material. Include all costs in base bid. Z y= n Contractor shall ramppt�lyy notify the Architect whose decision shall be a. Rigid: Threaded. structure.conduit shall not bar Suspended(ran ventilating E r - final. No allowance wllI are made subsequently in this connection on behalf g ducts,rrochonical piping,suspended telling grids,or their t of the Contractor after award of the contract. b. Thin-Wall: Compression ripe. hiangens. c u C. Work Included: c. Flexible:Gonnectors shall be compatible with flexible SECTION 16500-LIGHTING 5Y5TEM5 AND CONTROLS o $f Y E conduit used. e. All conduit shall be in-honicalluu and electrkallu continuous I. All electrical work herein specified ad/ar shown on from outlet to outlet and box tin box. Secure Conduit fittings DESCRIPTION drawings unless noted otherwise. GUARANTEE 8. Provide bushing and lock ruts for all conduit entries to boxes. at all enclosures and junctions. g A. Work Included: 2. Work by the lUtilityc Company for which there Isar this arge. A. Provide one gear gquarantee for all fixtures,equipment,materials and All electrical back charges to be Included under this workmanship Leon Flnal acceptance by Dollar Tree. Anq defective B. Kres and Gables: 2. Types of GondulG I. Contractor to Install Ilphtinq fixtures with Ianpps,hampers and Divisor 16 Gontroct. material or`faulty workmanship shall I*replaced withou cost to Dollar a. Condult,within building confines run In concrete skin,within controls as shown on Cram roe and Ll rg IT Schedules. Tree. I. Unless specifically noted otherwise,all Hiring shall be Installed in outside mason walls,in earth Flora,and ex osed In wet areas Dollar Tree will provide all II fixtures,lamps,spacers,fixture 3. Installation Shall be complete from the location des)nated conduit y g shall be alvamzed steel heaW wall a IMG.Goa Inngs for trim and accessories as require IV a complete secure and by the Electrical Utility Cur ay as the motor of s cures conduit run in poured concrete SYuall be concrete tight. working Installation. connection,to the final cases of of motors,fixtures PROTECTION 2. All wire shall be tape THW or THIM copper. No aluminum conductors devices,apparatus orpledes of equipment,unless waffled A. The contractor shall be responsible for protecting all a un ment and will be allowed. B. Requirements by Drawings or these:peclflcatlons. snistems ainst harmful axpoossure,or arc Pamuaationgof&51!Ynhobture, 3. Woe smaller than#8 shall be solid:#5 aid Inn b. Conduit run exposed or outdoors shall be and boxes. steel u ag nor,stranded. heavy wall or IMG with watertkfit fittings and boxes. I. All fluorescent I Unclad PL shall be 41K color temperature, ffooding,corrosion,or otfner forms of damage. Clem and restore l lid par' 4. The Electrical Drawings and Ifkatiaq ssshall be dana ed finishes and equipment to place Installation In a Ilke-new 4. Gable and Hire shall be m manufactured by Triangle,General Cable, c. Conduit run In or meal uwithin buildNsnnEgrconfinesprshall be ENT, 6.E.or approved equlvale .. All lamps shall be T-8 tpe,unless TheDraw ndgso cover eufipaElot n afeato be"taken to then. LO I�a„' Gonado or Garol. I.rt�sre s ecariFeas117are ileisdide partise of lei prohibited b1s, ftxWriel schedule Ion asflre�cldarmended byathe fixture Indicated IWrering eclfled Is aldl bedperFormedor shoHn rfurn shed as work shown Goo INSTALLATIOWAPPLIGATIOWPERFORMANGEuEREGTION C Color Coding; it dos dl agtmsodao-a ladcodlonugfortthaevoltargeeS electrical above g^ade sl ,and peas not iabject to damdge. mentioned In both Drawls and eciflcatlom. Irrvolved. Control wglnq shall be numbered for ears identification of 2. All fluorescent tarp ballasts shall be electronic ripe with maximum A. Application,Installation: terminal points. Number terminal blocks accordingly d. Conduit with trade sizes over and/or exposed In 10%total harmonic distortion(THD). mechanical rooms shall be galvanized steel heavy wall or 3. Provide all exit and emergencyII ht as r required applicable 5. Minor Items and accessories reasonably Inferred as 1. No measurements of a Drawing by scale shall be used en a IMG. light" eq trU PP necessary to complete such systems shall be included. All dimension to soak W. The drawings are not Intended to show D. Disconnect 5w1tches: code(s). o work E materials necess for proper operation of any complete or accua details of foe bull in even)ressppeect. I. Switches shall meet NEMA enclosed switch standards K51,arrest e. Conduits run under floor slabs and in contact with earth may system,shall be provided this Contractor. Exact locations and relations are to be defined in the f1e1d edition. Switches shall be quick-make,qquick-break so that operation be PVC Schedule 40 encased in cmcrete. - ad shoal be satisfactor4 to the Architect/Engireer. This of the contacts shall not be c able,durin normal eration of D. Description of System: Contractor shall take art field measurements and shall be the switch,of ben restrairned btu the rdtlnq handixer' the 3. Provide full size ground wire in all conduits,PVC or Metallic. a respmsibae therefore. opening or tics of the contacts h�starteQ Mere the drawiinngqs do not WentifU the size of the equipment a. �amalete power wiring to main dlsconnect switch,panels, °P g ground wire,it shall be the same Size as the phase comductors. SECTION 16700-COMMUNICATIONS motorized equipment,motors,equipment cabinets,and 2. Gompare Dravanq5 and5p eUficatlons,check) all DESCRIPTION miscellaneous outlets. eus c 2. All safety switches shall be heavy duty of voltage matching B. Boxes,outlets and cabarets: m cements afd de Ise Intent of Contract Documents. eqqu en served NEMA I for indoor use and MA 3R Par outdoor A. Work Included: 2. General wiring for power,lighting,and miscellaneas systems. Dlscrepanae5 shall be bo ht to the Archttec lion. een's use. Switches shall be an manufactured by Westinghouse,Cenral I. Install equipment and mail In a neat and workmanlike winner 3. Materials and equipment for electrical work attention for interpretation prior to°f"U installation. Electric,Square D,or Siemens. and align,level and adjust for satisfactory operation. Install 1. Empty backboxes and conduit shall be furnished and installed by equipment so that all parts are easlly accessible for Inspection, GonFractor. 4. Electric service aid distribution. 3. The right is reserved to make any reasonable thane In E. Fuses:Furnish and Install all fuses. Fuses stall be ass specified on the operation,maintenance and repair. Provide the design, a 5. Motor and eqqui ment wiring,including starters,Safety Switches local of outlets and equlq. prior to roughly E without Drawings. P fdxrlcdlm,and erectim of supplementary structural Framing TELEPHONE SYSTEM/COMPUTER SYSTEM E control wlringP Involving pdditlonal expereAS. Any thongs frofi tin€Electrlcol required for attachment of Mngers or other devices supporting Drawings as i5 necessary to make the work of thls Contractor eaectrlcaa equipment. Rigidly mount all boxes and provide with A Telephone System Grounding conductor:Furnish a m6 AW6,copper b. General and emergency lighting and power systems. conform to the bulldiniq as constructed and to Fit the work of F. Outlet,Pull and Junction Boxes:Outlet,pull and junction boxes shall be 12 witabae screw fastened covers. Plug open knockouts or holes in car T conductor from each telephone service equippmment to other trades shall be in Cantractor's Contract and gqaa:gqe,or heavier,steel,with removable knockouts.Saxes shall be as boxes with suitable biankin devices. Fes tFe electrkal service and electrodes Eem. 1. Gantactors for lighting and sign control systems. nian6facWred MpIetan,Steel GI or Raw. Size boxes as required g ys Installed without extra cost. dU d hl q 8. Telephone back boxes and amply conduit. for the Mended uEy,minimum size as required by the National Electrical Code. B. Telephone/Computer conduit System:Furnish as Indicated on the 9. Arcane for sources of temporaruu construction services. 2. Center all outlets with regqpprd to pq�ell ,furtp and trim. Drawings,Including the follawing: Such services shall be nominally 120/208 volt,3 phase,4 4. Perform all work In comppllaoe with all applicable safety VI me' arrange carrots In tfte rod Satisfactorily correct wire from which a complete system of tomporary power and regulations including OSHA regulations. 6. Switches: Mons'improperly locoed or unrolled. Repair or replace 1. Telephone service conduits for underground service. m lighting shall be Installed fen all construction needs and as damaged finishes. Set outlets rIumb and extend to the finished 2. Other conduits as indicated on the Drowin Furnish#14 AW6 -� required by the occ pational safety and health departments, 5. Coordinate all Hark with other trades prior to any Installation. 1. Wa11 switches shall be located as Indicated on the Drawings surFaco of the wall,telling or floor without projecting beyond �' m (OSHA).Tempmarl services shall be removed upon armored singly or In gags ad at the helots stifled m"indkated com, soft Ism pull were or heavy nylon cord In each conduit for pulling C ` o R pa 6. Provide code roved clearances around electrical sKa F the te1eP^°ne cable to eachtermination Dint. completion f war WP and II have props covers with finishes speLplfled herein. Switches P equipment. shall be as follows unless otherwise called fo'r on Drawings or C. Fire ad Smoke Partition Penetrations: 3. Outlet boxes with a 3/4'conduit stubbed Into accessible ceiling 10. Computer system empty conduct racewcy. 7. Coordinate s In of material with bulldln man ement hereinafter specified. ng t°9 g ag I. The Contractor shall familiarize himself with all fire rated s ace with pullwire For cbling by others. Provide mate h N f II. Wi tinq of power connections to equipment Furnished ad representative at-time of bidding. Pa Instated by others. a. Switches,20 a res,120/2T1 volt specification ade, Net construction and install his work so as to maintain the Integrity of edlcated conduits for .O.S.lines. (Do not share wit other N N q the fire code rot rig. Maintain rat of fire rated and smoke telephone or data lines) 12. GutN patching,excavation and back fill,and FIELD QUALITY CONTROL rated:bu Leviton,Eagle,HUBBELL,or Pass E Seymour.5wltch in9 in9 Q �'P g shall be its. rated construction. Sleeves shall be steel or Manufactured concrete work required to complete the work of this A. Testing; sleeves slmllar to Pepe Shields Inc.,far bare ipe through fire G. No electrical conduits or power wiring shall ass over the section. Back fill stall be coonmppacted to 95%of 9' walls and floors,model WFB,DAB or QDFB. Fpor plastic pipe,use telecommnlcatlons closet ad panels,exce�t fen telecommunications standard compaction. All exlstlrg wrfaces shall be 1. After wires are in place and connected to devices and H. Receptacles: type We with one inch thkk talcum silicate Insulatlm encased In room Ilyht fixtures. patched or replaced to'Like New conditions. equipment,the system shall be tested for shorts and 1. Receptacle shalt be located as shown on the Drawings and at the metal sleeve extension two feet either side of Fire rated walls or gqrounds. All hot wires if shorted or grounded,shall be heights specified or Indicated. Receptacle and power outlets shall floor. Seal annular space around conduits. For fire and smoke INSTALLATION 13.All other equipment,material,devices,accessories required fernoved and replaced. be of the q�oundinq type speciflcatlon grado ad m manufactured by rated floors,walls and partitions,use UL listed material that ml shown an the drawings. HUBBELL,General Electric,Pass E Seymour,Eagle or Levlton. maintains fire rated wall and floor in Jr.Ity,similar to RN foam, A. Furnish and Install conduit system a,shown. Gal and final - � � 2. All meters,Instruments,cable comectian equpment,and Receptacle shall be Mite. Dow corning"Fire Stop'or X 9velCs Inc.,model WFB,DFB,our connection to be by the Dollm Trees contractor.71ne system shall d _ E. Related work to be completed by others: apparatus necessary for making all tests,sha�fI be QDFB. For nonrated walls dd partitions,use mineral or glass consist of telephwne/data outlets In locations as Indicated,branch ain L G.o er system Hari famished by this Contractor at his own expense. fiber Insulation. conduits,and dal accessories required by the telephone company for mput y rng. I. Switch and Receptacle Plates: complete installation. 2. Television system wiring. ADJUST AND GLEAN 1. Plates in finished areas for scotches and receptacles shall be white. F. Definitions-As used within the Contract Document: A. Gleaning Equipment,Completed Work and Premises:After the Identirq all dedicated circuits with a laser prin ed achsslve Idxe1 DESCRIPTION com le ono all installations,each s stem shall be thoroud� indicating panel and circuit number. A. Work Included: P q r y SECTION 16400-SERVICE AND DISTRIBUTION 1. "Glrcuitry"or'Wlring"shall mean my electric work cleaned to remove all ppaint,oil and other foreign materia. I. All work shall com with the latest National Electric Code 2. "Package Unit'shall mean an Item of equipment having one Contractor shall also cleon all foreign paint,grease,oil,dirt, J. Contractor shall provide all elbows,connectors,etc.,and Install DESCRIPTION P y g P g labels and stickers,etc.,(ran all fixtures,e u ment,etc. The outlets complete. MELD and all local codes. Coordinate exact code el more motors ar other electric enerµl single nq P °mP re urements and local amendments with local Inspector for to elements Integrally factory mounted on G single bdse, Contractor shall remove all rubbish,debrn, tc.,accumulated A. Work Included: ginstallation. � � complets with all associated control devices and from his operations from the premises. K. LIOUng and Appliance Panel boards: I. Current transformers cabinet. any Intw"Wilecting wiring. 2. Mai„switchboard. 2. Contractor shall contact the Utility I. Panels shall be h Indicated r the Drawnngs,with main lugs,main Company and Incorporate all APPROVALS beakens,batch akers,spores and spaces as scheduled. 3. A complete distribution system. requirements into the new work A. Obtain all permits and ovals from the governing bodies °^lay Type 4. System grounding per local codes. 2. Glass 1 shall c with U.S.Federal Specification WPIISa,T e I, 3. Ground it accordance with the NE.G.and all local codes. Refer 6. Permits: P emir' 9°V 9 Glass I. 5. All work and charges required by the local utility comply. to details for additional Information. which have Jurisdiction over this project. T I. Obtain all ppermiks and pa4 all fees required for the 6. Dry Gpe step down transformer. 4. Assumed available fault current is 50p00 am s RM.S.. 1{-[\ complete Alectrlwl syStePn. 3. All cincult breakers shall be boat-ori type. IDENTIFICATION AND TAGGING B. Services: Contractor shall verlfqi{with Utility Company re�reserntative and MM QUALITY ASSURANCE 4. The Contractor shall balance all circuits. All conductors shall be I. Incoming electrical service Is as Indicated an drawings. report gnu discseparl to Architoet/Engi^eer prior to R C H I T E C T S r PC A. Identification of distribution switches or circuit breakers continuous without splicing from last outlet to their terminals In ordering equipmeht. A. Qualiflcatiore: IndMduallu mounted or of panel boards shall be bu means of cabinet. EQUIPMENT 1317 Executive Blvd,Suite 200 rave lamacoid namepldtes permanently fastened on the 5. Provide fuses at all location Shown an the drawin s or required I. Materials d U equipment shall be new and shall conform to f�nt face of the housing,showingq 1/4 high vote lettering an 5. Contractor shall provide a directory of circuits for cabinet. A. Maio switchboard shall be service entrance rated and fret for su Iemental l lowlon. Where am radr ofgprotectiverequi Chesapeake,VA 23320 NE.MA.and Underwriters Laboratories NU standards In a black bat ant. Provide alT el boards with typewritten Directoryshall be written des tinnqq roam or egg and accessible with removable screw-on cover laces. 6roudilnq and pp pr p everycase,where such standard has been established. circuit rLMosrs,Imcluy a an existing OrculEs whkh remalr. meterinq shall complywith the local utill company and all low code device Is 600 areps or less,provide Bussman�ow-eok current 757)622-28281 fax(757)622-6883 direct y 9 fiienis P� IMiti fuses,Glass RKI on awls;RK5(with dual a ement A11 equipment of similar type shall be of the sane a require ng p „w",,,a„ manufacturer. 6. More 2 or 3 pole breaker units are called far,thou shall be on unit Fusetron up to 100 A;abonvge 100 A dual element Low Peak), .11 " B. Requirements of Regulatory antics: �� of with common busses tr`iph all be as polewn m un is wwit handle ties. capacity DISTRIBUTION PANELKings. BOARD5 ^Dated interrupting We�Bussma�ipOO mil fuses,GI as"1", y V:.ROF�o q ^J A9 A. Provide sleeves in walls and floor slabs For the passage of all fi A. Panel bond shall be enclosed in steel cabinet of rlgldlhj and q�We ha inn an In flog rate of 200p00 amps RMS unless noted �P,/F WAS", 1. All electrical work shall be In accordance with the conduits,pipes and ducts installed. Sleeves shall xFx set in 1. Panel boards shall be mauuFachred by Westinghouse,Square D, of steel per UL Standard m50 for cabinets. All panel boards shall otherwise. Prov de similar type,"HI-Cep'fuses where shown. 'zG, National Electrical Code MEL),current edition,and an�44 place In Sufficient time,ahead of concrete work,so as not to Siemens or General Electric. be provided with door locks,all keyed alike. amendments to the National Electrical Gods made by P. delay that work. r4 y local Code Officials. L. OutsidecactorDlneludirrngaa 24 Vocal tr`asfo aid sl�ll be Hire.furnished tbe� B. Bus structure shall be copper. �sol to our realer than the O*.,'PF.49192tiOj CUTTING AND PATCHING W 2. More applicable,all fixtures,equipment and materials E ands Cat.a55-665. sh-button shell be Edwards GaA�852 with G. Short clrwit current ratenq shall be q shall be m approved or listed by the fallowi g agencies: A. Perform all cuttingand atchi required to complete Use Work, stainless steel plate. -liable shot circuit at the panel board,but no less than 50p00 pp ^9 eq P amperes symmetrical. a. Facto Mutual Laboratories. except where specifically shown on the Architechmal or Structural Drawings. Patchlnqq shall match existing and shall be D. Panel bawds shall be as shown on the draw inr�gqs with main I s main It, National Fire Protection Association. coordinated with Dollar Tres s representative. beakers,branch bolt-on breakers, ones ar7 aces as s�clieduled. C* Uderwriters Laboratories,Inc.NL) Provide G.F.I.breakers as required�Pmel bonds sFaII sbe s d. National Electrical Manufacturers Association(NEMA) DEMOLITION manufactured by General Electric,Westinghouse,Square D or e. Americans with Disabilities Act(ADA) Siemens. C. Allowable Tolerances: A. Any existing electrical equipment,Ilghtlnq flxtures,unction boxes,receptacles etc.that are not innddicatoo to reused or E. Provide a typewritten a directo far each panel,identifying the I. Review Architectural,Structural ad Mechanical Drawings abandon b pplace;(mall be disconnected from all yP P� r4 Pa y 9 g utllitles black to 4;source and removed co letel.Verlf on use of each Urcult including any existing circuits which remain. for all dimensions,locations,pm,1tims ad walls, mp structural details,and lacatlon of mechanical pipes and site.Cep or terminate existing utility as required oseur DRY TYPE TRANSFORMER ducts so that the electrical Installation shall be Ien proper working order. p qqUU coordination with that of the other trades. A. ventilated transformers sdlndkated an p11ms,NEMA U�U480Vrdsltafprein t4 to 2. Exact location and electrical requirements of uipment 120/208v,30,4 wire WE secondary,50urtz,NEMA I enclo4we. furnished bu other trades and wired bbuu this curt actor B. Wiring Aluminum 220 deg c.Insulation system,150 deg rise. shall be obtained From the Drawings of the other trades. C. Nominal 5%Ynpedaice D. Tap5(2)2-1/2%above and below normal. E. 75 l rated unless otherwise noted. IInl1 0 u00 00 LLI 0 L _O z � O Q z V o o 'v OZ OQ � � J O W O NOTE: 2 O LU DRAWING 0 J S AND SPECIFICATIONS ARE TO BE CONSIDERED AS SUPPLEMENTING EACH Q (] � OTHER.WORK 5PECIFIED BUT NOT 5HONN ON DRAWIN65,OR 5HOI1N ON DRAWING5 BUT L.L ¢ LU NOT SPECIFIED,SHALL BE PERFORMED OR FURNISHED AS THOUGH MENTIONED IN BOTH SPECIFICATIONS AND DRAWINGS.IF NOT OTHERN15E DIRECTED,INSTALLATION OF ALL SY5TEM5 AND EQUIPMENT SHALL BE IN AGGORDANGE WITH APPLICABLE GODE5 AND IN ACCORDANCE WITH MANUFAGTURER'S INSTALLATION INSTRUCTIONS.WHERE WORK DESCRIBED IN THE SPECIFICATIONS 15 IN CONFLICT WITH THE WORK SHOWN ON THE �x DRAWINGS,THE CONTRACTOR SHALL SUPPLY THE GREATER QUANTITY,QUALITY AND o � CO5T VIA THE BID AND CONTACT THE ENGINEER FOR CLARIFICATION ON DIRECTION rs Tt PRIOR TO INSTALLATION. sheet E4 POWER PLAN NOTE5 ELEGTRIGAL 5(MBOL5 MOT ALL SYMBOLS ARE NECESSARILY USED ON DRAWIN65) WIRING DEVICES:UNLESS OTHERWISE NOTED,MOUNT EACH OUTLET BOX 50 THE BOTTOM 15 LOCATED A5 FOLLOWS:SWITCH+44"-RECEPTACLE:+Ib". ADJUST TO COORDINATE LONWIT WITH MA50NRY IF REQUIRED.REFER TO ARCHITECTURAL DRAWINGS BEFORE STARTING ABOVE CEILING,IN WALL5,EXP05ED OR CONGEALED WORK. O CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH LANDLORD AND LOCAL UNDER SLAB OR BELOW GRADE UTILITY CO REQUIREMENTS FOR BRINGING COMPLETE TELEPHONE SERVILE INTO TENANT HOME RUN TO PANEL'B'CIRCUITS 6,0,10. HASHES=NO.OF WIRES SPACE. LONG HASHER= SYSTEM NEUTRAL O3 TELEPHONE:FURNISH AND INSTALL THE TELEPHONE CONDUIT,DEVICE BOXES AND I'�bsl0 PLATES. rn A. NEW TELEPHONE SERVICE TO TENANTS SPACE. NEW TELEPHONE EQUIPMENT BOARD. i ISOLATED GROUND CONDUCTOR 5 COORDINATE WITH LANDLORD AND TELEPHONE Co.AS REQUIRED FOR INSTALLING THI5 SERVICE. 5WITG B. FURNISH AND IN5TALL 3/4'CONDUIT FROM EACH TELEPHONE OUTLET I'-o" INTO [' Pzo CEILING CAVITY,OR UP TO J0I5T WHERE NO CEILING 15 INSTALLED. SINGLE POLE SWITCH u 'o _ C. ALL LV WIRING OF PHONE AND DATA OUTLETS BY OTHERS UNDER SEPARATE $ a J C CONTRACT. MISCELLANEOUS P-13 �P`15 -13 P-13 Q W LL U 5 O FIRE ALARM 5Y5TEM:(PROVIDED BY ELECTRICAL CONTRACTOR) 2E.. P =' m u A. IF THERE 15 NO EXISTING FIRE ALARM SYSTEM AND THE NATIONAL STATE OR Y 1.� INSTALL JUNCTION BOX o 10" m= Lor CODE5,5T LOCAL FIRE AUTHORITY HAVING J1RI5DIGTION NOW RFIIUIRES A T TR G GONTRAGTOR SHALL FURNISH AND INSTALL A 4"50.X 1 1/2"D. E1 MOUNT ON FLOOR AND P-31 P-31 = z e + OUTLET BOX WITH SINGLE GANG PLASTER RING AND NO COVER PLATE.FLUSH MA MG CONNECTION TO 14 14 A.F.F.TO BOTTOM OF BOX. _ m m 2 FIRE ALARM SYSTEM.FURNISH AND INSTALL DEVIGE5,COMPONENTS,ETC.,A5 DUPLE-1—ECEPTACLE O O A J 3/4'G-3#12,#12 CND.MDP-2,4 _ Z m- a' DIRECTED BY ENFORCING AGENCY. MOUNT IN WALL+48"AFF TO CENTER,UNLE55 OTHERN15E NOTED,AND 5TUB 1/2" INSTALLED IN FIXTURE KICK ° I. BY FIRE ALARM CONTAGT(5)OF SPRINKLER SYSTEM TO FLOW EMT TO 02"ABOVE SUSPENDED CEILING OR J015T SPACE IF NO GEILING EXISTS. PLATE.INSTALLED IN F,L) 16 ' t SWITCH AND SUPERVISED VALVE AND AIR DUCT DETECTORS TO FIRE c "= u ALARM SYSTEM AS REQUIRED. 2.IF REQUIRED CONNECT FIRE ALARM DEVICES(AIR DUCT DETECTOR5 ETC) ❑F r SMOKE DETECTOR,IRON PHOTOELECTRIC TYPE AND ANY O�FiER ASSOCIATED EQUIPMENT TO DEDICATED 120V CIRCa11T. RI U p-41 N E 2 INSTALL JUNCTION BOX o 90' 3.PROVIDE LOCAL STATUS INDICATOR AND ALARM FOR ALARM DEVICES I REVISION MARK p_y o-GFGI A.F.F.TO BOTTOM O=BOX. WHERE NOT CONNEGTED TO FIRE ALARM SYSTEM. A p a J 3/4'C-3#10,1#10 6ND.MDP-6,8 B. VERIFY ALL REQUIREMENTS NATIONAL,5TAATE AND LOCAL rOVE-5.I LOCALL FND IRRE AJTHORSTALL IN IT�IN6E WITH NFPA, © PO1„ER POLE v P-20 JIRSDGTON AND LANDLORD REQUIREMENTS. 7 POKER AND CONTROL P-II Oe P-22 OS GASH REGISTER AND COMPUTER WIRING:DO NOT CONNECT"ISOLATED'GROUND WIRE TO RACEWAY OR BOX. CONDUIT AND BOX SHALL BE METAL AND METAL-TO-METAL CONNECTORS SHALL BE USED MO FLEX CONDUIT)TO ESTABLISH GROUND PATH FOR ELEGTRIGAL PANEL P-5 P-22 BOX AND RACEWAY.DO NOT RUN ANY CIRCUITS WITH GASH REGISTER OR COMPUTER (IC,)CIRCUITS.GASH REGISTER DATA SYSTEM GABLE SHALL BE FURNISHED AND O EM5 PANEL INSTALL JUNCTION BOX o 90" v P-14 A.F.F.TO BOTTCM9 OF BOX. INSTALLED BY OTHERS.FURNISH AND INSTALL JUNCTION BOX IN OFFICE AND I'CONDUIT 7 3/4'G-3a10,IalO CND.MDP-10,12 J I p-35 WITH FULL WIRE TO SALES AREA GEILING CAVITY.SEE DETAIL ON SHEET E3. MOTOR O2-21 P-211 15 II Ob QUAD OUTLET MOUNTED AT+18'A.F.F.TO BE LOCATED NEXT TO LOCKERS.GOORDI14ATE 10 DISCONNECT SWITCH(NON-FUSED EXCEPT AS NOTED) O .+44"A.F.G. FINAL LOCATION WITH FIXTURE PLAN.PROVIDE TWO DEDICATED GIRGUIT5-ONE FOR I P-3 EACH DUPLEX. I6� HUBBELL 165362 DUPLEX RECEPTACLE(ORANGE) Oi TELEPHONR POLE FURNISHED WITH CHECKOUT:THREE-CHANNEL TELEPOONR POLE WITH DUPLEX RECEPTACLE 20 AMP,125 VOLT(WHITE) 7 P P 8 RN DIVIDER FOR TELEPHONE/DATA 150LATED PCd^ER,AND NORMAL POVER.INSTALL P-21 P-41 TELEPHHNR POLE A5 SHOWN Af CHECKOUT AREA,WHEN COUNTER IS SET.POKER POLE QUAD RECEPTACLE(2)20 AMP,125 VOLT REGEPTAGLE5(WHITE) WILL BE RJRN15HED WITH I ISOLATED GROUND TW15T LOOK RECEPTACLE(CONNECT 150LATED GROUND CIRCUIT TO TH15 RECEPTACLE)AND I DUPLEX RECEPTACLE(CONNECT p-1 (1)NORMAL POWER CIRCUIT TO THIS RECEPTACLE). O JUNCTION BOX ° P P-2 O STOCK- 120V CONNECTION TO ICE CREAM CASE.COORDINATE CONNECTION REQUIREMENTS AND o-DUCT SMOKE DETECTOR I T P-21<IS> FINAL LOCATION OF ICE CREAM CASE PRIOR TO INSTALLATION.ADDITIONAL FEES OR OO ly 1 P-15 J CHANGE ORDERS DUE TO LACK OF COMPLIANCE WILL NOT BE ACCEPTED. SIGNAL TRANSFOR MOUNT 9'-0"AF.F.IN STOCK ROOM AND ABOVE GEILING IN SALES AREA, p-31 P-15 R OPROVIDE CONNECTION TO HAND DRYER:12CVAPH II50 WATTS PROVIDE LOCK-OFF P-31 �P I CONTRACTOR SHALL INSTALL(b)#12 AND 0)#12 COMMON DEVICE AT CIRCUIT BREAKER.HAND DRYER AND YVALL-HANGER KITS PROVIDED BY O BELL:4"DIAMETER SINGLE MAGNET VIBRATING,TYPE 24 VAC,30 VA, ELEGTWG SLIDING DOOR. PROVIDE J 14 H GROUND IN 3/4"CONDUIT FROM PANELBOARD TO THE WALK-IN TENANT. 20 AMP CIRCUIT IN J-BOX WITH P-W FREEZER/GOOLER UNIT JUNCTION BOX.G.G.TO ADJ)5T CONDUIT EDWARDS#`.fi-665. MOUNT ABOVE GEILING. WIRE SIZES PER TABLE BELOW. INDIVIDUAL CIRCUITS ARE AS IS'-0'WHIP. FINAL CONNECTION BY I3 FOLLOWS: Io CONTRACTOR SHALL REFER TO EMS SHEETS FOR INSTRUCTION AND RESPONSIBILITIES DOOR MANUFACTURER P-21 ��� a FOR INSTALLING TENANT SUPPLIED ENERGY MANAGEMENT SYSTEM PRIOR TO BIDDING �° PUSHBUTTON 5WITGH MOUNT 44'A.F.G.UNLESS OTHERWISE NOTED 24 MDP-18 COOLER(2)#12,(1)#12 G(GOMMOW AND INSTALLATION. (`SEE NOTE 12) I2 ,� MOP-20 FREEZER/COOLER LIGHTS(2)#12,(U#12 G(COMMON) P-22 MDP-14,16 FREEZER(2)#12,(I)#I2 6(COMMON II SIGNAL SYSTEMS: OS CEILING MOUNTED OCCUPANCY 5EN50R(SEE NOTE 13) P_24 REAR DOOR BELL AND PUSHBUTTON: FURNI5H AND INSTALL EDWARD5#55�iG5,24V AG ADAPT-A 51AI ABOVE CEILING,AND A#852 BACK POOR. CO PUSH-BUTTON IN FLUSH P-41 y MEW GONIS.._T�.S U5H- BOX AT TENANT SPADE BACK DOOR.CONNECT 50 THAT BELL ® PHOTO SENSOR 6REEN6SO #PPS-4 C.ONTROL RELAY WITH RN 50UNID5 P15H-&1TTON 15 PRESSED. DLL-PD-IN-II-IOOFG SENSOR. ° 3 P-41 -I 4 12 PROVIDE SHOW WINDOW RECEPTACLES ABOVE WINDOW AND LOCATED PER NEC 12 o-�I 6 P-20 E1 - m ARTICLE 210.62.WHERE NO BULKHEAD EXI5T ABOVE WINDOW LOCATE ON GEILING WITHIN CONTRACTOR TO PROVIDE ONE(1)JUNCTION BOX E 18'OF WINDOW DEVICE AND COVER PLATE SHALL BE NNITE. >�p_21 CENTERED ON THE WALK-IN FREEZER/COOLER UNIT. ALL ELECTRIC, HAND DRYER 5GHEDULE P 15 J THREE EEZER/S WILL TERMINATE AT THIS JUNCTION BOX. 13 DUPLEX RECEPTACLE MOUNTED FLUSH WITH CEILING TILE.RECEPTACLE 15 FOR SECURITY THE E GIRGR/COHLL CONTRACTOR WILL THEN BE CAMERA MONITOR(FURNISHED AND INSTALLED 13Y OTHERS)SUSPENDED FROM CEILING. p,20�rypEp BY TENANT FOR TENANTS CONTRACTOR INSTALLATION. RESPONSIBLE FOR THE REMAINING WORK CONNECTING COORDINATE FINAL LOCATION WITH 5ECURITY CAMERA INSTALLER. MOUNT ON FLOOR AND MAKE MG CONNECTION TO THE UNIT.THE JUNCTION BOX WILL BE MOUNTED AT I4 R d To A.F.F. DUPLEX RECEPTACLE MOUNTED FLUSH WITH GEILING TILE.RECEPTACLE I5 FOR SECURITY ITEM VOLT51PHA5E KW ACCESSORIES TO DUPLEX REGEPTACLE oae r roi�Er FIX CAMERA DOME(5G0)MOUNTED IN GEILING TILE.COORDINATE FINAL LOCATION WITH 120\1ft 1.15 WALL HANGER KIT KICK PLATE ITALLEDN(TYPICCAL) p 3H P 34 SECURITY CAMERA INSTALLER ELECTRIC HAND DRYER 15 120V CONNECTION TO SODA CASE AT END OF GASHWRAP.COORDINATE CONNECTION 12 • 9 9 PANEL MDP REQUIREMENTS AND FINAL LOCATION OF SODA CASE PRIOR TO INSTALLATION. I4 P I4 0 1 DITE��FEES OR CHANCE ORDERS DUE TO LACK OF COMPLIANCE WILL NOT BE ABBREV I ATI ON5ACC P-21 P-21 O O QD L_ PANEL P _ AFF ABOVE FINISHED FLOOR PANEL L 10 p3 a - Y I6 EXHAUST FAN TO BE GIRGUITED TO P-36.3/4'G.2#12 1#12 GNP.MOUNT LINE VOLTAGE TO a L THERM05TAT ABOVE FREEZERS.COORDINATE WITH MECHANICAL.SEE EQUIPMENT AF6 ABOVE FINISHED GRADE 0 P-Il J P-17 J P-Il J P-Il J P�3 5GHEDULE FOR MORE INFORMATION. 2 3 PANEL EM EMERGENGY NL NIGHT LIGHT PHONE BOARD 6FGI GROUND FAULT CIRCUIT INTERRUPTER NOTE: DATA SYSTEM PROVIDED AND INSTALLED BY POWER PLAN TENANT'S VENDOR. ALL NEW DISCONNECT SWITCHES ARE PROVIDED BY TENANT FOR TENANTS CONTRACTOR INSTALLATION UNLESS NOTED OTHERWISE. SCALE:I/8"=I'-0" M GENERAL NOTES RRM A. BEFORE SUBMITTING THE BID PROPOSAL,THE CONTRACTOR SHALL V151T THE JOB 51TE NOTE-HVAG TEMPERATURE SENSOR` 1317 Executive Blvd,Suite 200 AND FULLY ACQUAINT HIMSELF WITH THE JOB CONDITIONS AND VERIFY SERVICE 5EN50R MOUNTING DETAIL ON SHEET EMI-3 FORK Chesapeake,VA 23320 CONNECTIONS,INCLUDING ALL NECESSARY FULL BOXES,SIZE AND NUMBER OHEFF CONDUITS PLACEMENT AND INSTALLATION INSTRUCTIONS PRIOR TO (757�22-28281 fax(757)622-6883 ADRAWIIONGS�OR t�NOT&1T REFIRED BY SERV(GEAUBTILITGI'(A O MA AEC.OMPTHERa AN ON No INSTALLING. OPERATING ELEGTRIGAL SERVILE WITHOUT ADDITIONAL C05T TO THE TENANT. VERIFY SERVICES AND CHARGES WITH POWER AND TELEPHONE COMPANIES. RO B. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF MECHANICAL EQUIPMENT WITH )P'`F WASs,`,'�� MECHANICAL DRAWINGS AND SPEGIFIGATIONS AND SHALL FURNISH AND INSTALL ALL ITEMS REQUIRED BY THE CONTRACTOR FOR COMPLETE INSTALLATION. G. VERIFY LOCATION AND REQUIREMENTS OF MECHANICAL EQUIPMENT WITH MECHANICAL rON)TRACTOR,(DOOR HEATERS, UNIT HEATER5,ROOF TOP UNITS,TRANSFER FANS, p:,,gFas192ET ti0i G/STE¢.-r D. ELECTRICAL WORK AND MATERIALS SHALL COMPLY WITH LATEST W.E.G.'AND ALL UpN�EM LOCAL CODES AND ORDINANCES. IN CASES OF CONFLICT AMONG REQUIREMENTS,THE M05T RESTRICTIVE SHALL APPLY. E. ALL CONDUCTORS SHALL BE#12 AWG THW OR THHN COPPER.EXCEPT A5 OTHERWISE NOTED OR AS REQUIRED FOR VOLTAGE DROP (SEE SPECS). ALL CONDUIT SHALL BE 3/4"MINIMUM EXCEPT AS OTHERWISE NOTED OR AS REQUIRED FOR CONDUCTORS. F. E.G.SHALL PROVDE ALL WIRING TO ALL SIGNS AND 5HALL MAKE FINAL CONNEGTION5 TO ALL SIGNS. SIGNS ARE PROVIDED BY OTHERS,E.G.SHALL COORDINATE LOCATION OF ROUGH-IN WITH 516N CONTRACTOR. G. BT'N REQUIREO,FIRE TCdR Co5Y5- MMPL SHALL BE DESIGNED,FURNISHED AND INSTALLED P-35 TENART5TRANSFORMER H. ALL WIRING DEVICES SHALL BE FURNISHED AND INSTALLED BY TENANT GONTRAGTOP- BELL NEAR STOCKROOM T � IF YOU HAVE ANY QUESTIONS REGARDING THE ELEGTRIGAL PLANS,PLEASE I-6AN6 BOX WITH I-1/2"CONDUIT FOR STORE PAGING GALL THE ELEGTRIGAL DESIGNER 16ANIG BOX WITH 2'CONDUIT FOR GABLES DESIGNER: RICK MOMBERC, Co 5ECURITY LAN GABLES PHONE/FAX: 612-465-7621/612-465-yy16 Co E-MAIL: rickmomber dxdumen wm JAT 5H BUTTON n 1�I� 00 GROUNDING BUS BAR I"FROM RIGHT EDGE OF 9' REAR DOOR I u�ll I BACKBOARD WITH B #12UILDING AW6 OUVI)COPPER WIRE I-6ANG BOX WITH 2'CONDUIT FOR I'-10' CONNECTED TO BUILDING GROUNDING SYSTEM. STORE LAN GABLES INSTALL IN ACCORDANCE WITH LOCAL,STATE d 5 DOOR CAME 5GHEMAT I G ' w 1'�' NATIONAL CODES AND 5TANDARD5 MENS RE5TROOM n p LIGHT SGALE:NONE I\ ll� L �I II II 1 r® aeo 3/4"CONDUIT(FOR DATA) � DUPLEX RECEPTACLE(165362)WITH 150LATED ea_ncK Q J Z DEDICATED CIRCUIT(P-26) ELEGTRIGAL EQUIPMENT 5GHEDULE > g 3'-6'(H�_x 2'-b'fhV 3/4"PLYWOOD _ _ o- z c' BAG ARD INSTALLED BY DISCONNECT POKER SOURCE a CONTRACTOR.TOP OF BOARD AT I -6NNG BOX WITH 3/4"CONDUIT FOR PAGING PHONE. EQUIPMENT EQUIPMENT HP/LOAD YOB T/ FEEDER 51ZE E1Np 5 0 Z W 6'-0"AFF. PAINT WHITE �� RES5TTRNOSOM TAG DESCRIPTION TYpE SIZE FUSE LOG. PANEL GB GKTa O = 3 4A, 16ANG BOX WITH 3/4"CONDUIT FOR OFFICE PAGING SENSOR RN 1-6ANG BOX WITH I'CONDUIT FOR P-26 VOLUME CONTROL - WOMEN'SROOF TOP UNIT 382 MCA 208/3 DISC. 60 NF UNIT MDP HArR 1,3,5 EXISTING 3,4,5 LLDIAL BACKHIP d D5L GABLES05P20-RDO RESTROOM LIGHT DOUBLE GANG FOR DATA CABLE RTU 60/3 LLJ zp V JUNCTION BOX FOR EMS OVERRIDE d SALES FLOOR p WITH SINGLE GANG(,OVER. ROOF TOP UNIT 36.2 MCA 208/3 DI5C. 60 f•F UNIT MOP 7,4,11 EXISTING 3,4$ Q Q LIGHTING 5WITGH �2 HACR Of Of 2E m _ v - b'-0'LONG PLUS MOLD WITH F DEDICATED $05P2o-R.DO 0.ALK eua RTU ROOF TOP UNIT 3B2 MCA 208/3 DISC. 60 NF UNIT MOP BOC3 13,IS,Il EXISTING 3,4,5 Q Z W r P� CIRCUITS(CENTERED 8 MIN O=8 REGEFT)(P-4,6) aie � HACK LL �¢ U j R4 ROOF TOP UNIT 382 MCA 20813 DISC. 60 NF UNIT MOP HER 9,2,23 EXISTING 3,4,5 -GANG BOX WITH I"CONDUIT FOR NIT LONG PLUS MOLD PG,PHONE d DATA GABLES _ Wlhi(U 20 AMP CIRCUIT P-10 P-12 eRaw+ WOMENS m I'-10" ea~i1E RE5TROOM u1 ry (CENTERED d MIN OF E1F EXHAUST FAN 713 WATT5 120/1 5WI. - - UNIT L 20/1 29 3/4"G,2#12 b 1#12 GNP I p sra33+ SENSOR in m 4 RECEPTACLES)P-28 NOTE:CONTRACTOR SHALL LABEL ALL PHONE 2F EXHAUST FAN 323 WATT5 120/1 5W1. - - UNIT P 20A 36 3/4"G,2#12 b 1#12 GND DUPLEX RECEPTACLE(165362)WITH JACKS/JUNCTIONS AS PER ELEVATION.ISOLATED GROUND DEDICATED COMMON CIRCUIT(TYP OF 3) 1 2 EXHAUST FAN WATER HEATER 4.5 KW 208/1 BKR. - - PANEL P 30/2 23,25 3/4"C,2#10,1#10 CND 2 NOTE:ALL 6E HIRING HILL FBE PROVIDPLATE5ED AND ra:o 1 LOW-VOLTAGE WIRING WILL BE PROVIDED BY NOTE:EQUIPMENT RACK,5UPPLIED TENANTS DATA CONTRACTOR. NOTES: Sheet d INSTALLED BY TENANTS DATA 3'-I' I. EXHAUST FAN(EF-I),TO BE INTERLOCKED WITH RESTROOM OCCUPANCY SENSOR.SEE DETAIL 3/EI FOR ADDITIONAL INFORMATION.SEE MECHANICAL DRAWINGS FOR 3.,.. MORE INFORMAATIOINN. CONTRACTOR NOTE:ALL CONDUIT SHALL BE INSTALLED IN51DE WALL TO EXTEND b'ABOVE 2.VERIFY LOCATION OF WATER HEATER.PROVIDE LoGK-OFF BREAKER o PANEL PER NEC 42231.PROVIDE LABEL ON EQUIPMENT INDICATING"DISCONNECT 15 SALES FLOOR CEILING.ALL CONDUIT STUBS SHALL BE FIN SHED WITH CONNECTOR/ LOCATED IN PANEL'. BUSHING AND HAVE PULL STRINGS INSTALLED.ALL CONDUIT SHALL BE 3/4' 3.PROVIDE CONNECTION TO DUCT SMOKE DETECTOR.DUCT DETECTOR TO SHUT DOWN RTU IF ACTIVATED.SEE SHEET MPI FOR ADDITIONAL INFORMATION.VERIFY UNLE55 OTHERH15E NOTED.ALL CONDUIT d BOXES ARE DIMENSIONED TO REQUIREMENTS WITH FIRE MARSHALL. OEEIGE DESK ELEVATION CENTERLINE.CONTRACTOR SHALL LABEL TOP OF CONDUIT TO MATCH LABELS ON J BATHROOM OCCUPANCY SENSOR EMPLOYEE ROOM DESK ELEVATION 4.ROOF TOP UNITS ARE FURNISHED AND INSTALLED BY LANDLORD.SEE NOTE 5. El 2 JAGK5/JUNCTION5 BELOW 5.VERIFY ROOF TOP UNITS ARE FURNISHED WITH FACTORY INSTALLED SERVICE P151-ONNEGT 5WITGH AND Wp 6FGI RECEPTACLE(GKT P-4U.ELECTRICAL CONTRACTOR NO SCALE NO 5GALE 7 NO SCALE SHALL MAKE FINAL CONNECTIONS TO SERVICE 015CONNEGTS AND 6-C1 RECEPTACLE.PROVIDE NEW AS REQUIRED. o5P2o-0Do LIGHTING PLAN NOTES LUMINAIRE SCHEDULE ***LIGHT FIXTURE5 PROVIDED BY TENANT FOR TENANT'S GONTRAGTOR INSTALLATION*** OI EXIT 516N5/EFER6ENGY BATTERY PAGK5:CONNECT TO THE LINE 51DE OF LOCAL <---------------LAMP5-----------3 LT6.FIXT. 5WITCHIN6 AND CONTACTOR OR CONNECT TO DE516NATED NIGHT LIGHT CIRCUIT. FIXTURE LIGHT VOLT5 WAT15 QTY.-WAT15 MOUNTING 5GHEOULE NOTE5 A. I�TOGKRR�NI5TALL WALL MOUNTED TYPE ON WALL CENTERED 1'-0'ABOVE SYMBOL DE5GRIPTION TYPE. B. IN 5ALE5 AREA,MOUNT ON GEILIN6 1'-0"FROM THE WALL. EMERGENCY LIGHT ELECT. WALL OR EMERGENCY LIGHT (2)IH MRIb _ ELECT. CEILING WITH BATTERY NOTES: O2 CONTRACTOR 51ALL L16HTIa6PEND LIGHTING IN THIS AREA FROM THE BOTTOM OF EXISTING PANEL FURNISHED W/FIXTURE SURFACE E d I. STRUCTURE.AU5REW LIGHTING R 5 eH CLEAR 15MI PROVIDE MISCELLANEOUS MATERIALS A5 REQUIRED.FIXTURES SHALL BE SEISMICALLY RESTRAINED WHERE rn REQUIRED BY LOCAL CODE AUTHORITY. OPROVIDE ROUGH IN FOR TENANT STOREFRONT 516WS)AND AWIN6 WHERE APPLICABLE. MOUNT REMOTE EMERGENCY SEE 15 MEIN HALOGEN EXTERIOR EXTERIOR v, FINAL GONNEGTION5 WILL BE FURNISHED AND IN5TALLED BY TENANTS 516N L16HT5 OUTSIDE ABOVE EXIT ELECT. 5EALED BEAM5 AND WALL EMERGENCY LI614T [' °u GONTR4GTOR.FURNISH AND INSTALL JUNCTION BOXES W/b'WHIP ON WALL ABOVE DOORS W/BATTERY UNIT INSIDE PANEL FURNI5HED H/FIXTURE TIME WITH BATTERY NOTES: c m AGGE%IBLE CEILING.CONTRACTOR 5HALL COORDINATE FINAL JUNCTION BOX LOCATION BLD6. DELAY RELAY E d I. -N u��i Y WITH 516N VENDOR.JUNCTION BOXE5 NEED TO BE WITHIN 5 FEET OF 516N FOR SIGN _ -- VENDOR TO MAKE FINAL ELECTRICAL CONNECTION. Q w d m u IF 5TORE HA5 ADDITIONAL 51DE OR REAR 516NAC-E THE CONTRACTOR 5HALL SEE CEILING L.E.D.SINGLE- _ '�" z '�°E + COORDINATE WITH THE 516N VENDOR FOR ANY ADDITIONAL EXTERIOR SIGNA6E AND 3 LED LAMP ARRAY ,•w THE A55OGIATEO ELECTRICAL REQUIREMENT5.AFTER THE ELECTRICAL DESIGN 15 ® EXIT LIGHT ELECT. FURNISHED W/FIXTURE MOUNT,URLE55 FACE EXIT SIGN Z w" IT MAY BE DETERMINED THAT CERTAIN 5ITE5 REQUIRE 51DE OR REAR PANEL REQ'D a' COMPLETE, BY K/EMER6 BAT _ -a 51GAN6E. CODE NOTE:D t 1. c a u O4 LIGHTING CIRCUIT HOMERU145 MAY BE RUN IN A COMMON CONDUIT TO THE LIGHTING 0 0' $f E CONTACTOR PANEL. PROVIDE APPROPRIATELY 5IZED CONDUIT AND JJNGTION BOXES. 5EE 64 2-32W FURNISHED W/ GEILIN6 INTERIOR/ EXTERIOR EACH MULTIWIRE BRANCH CIRCUIT WITH A SHARED NEUTRAL SHALL BE PROVIDED WITH A MEANS THAT WILL 51MULTANEOU5LY 015CONNECT ALL UNGROUNDED CONDUCTORS IN 8'-0"STRIP LIGHT WITH ELECT. FLUOR. FIXTURE SURFACE STRIP ACCORDANCE WITH THE REQUIREMENTS OF NEG ARTICLE 210.4 OF THE 2008 NEC. REFLECTOR PANEL NOTE5:AF,6 t K. PROVIDE CONDUIT AND WIRE SIZES REQUIRED TO FEET NEC ARTICLE 310.15(B)(2). OS INSTALL WALL PACK FIXTURE ABOVE REAR EXTERIOR DOORS AT 10'-0',COORDINATE EXACT MOUNTING HEIGHT AND LOCATION. 5E 32 I-32W RRN15HED w GEILIN6 INTERIOR/ EXTERIOR O FOR"EM"EMERGENCY LIGHTING,CONNECT BOTH 5WITCHED AND UNSWITGHED GIRGUIT LE6 B 4'-0"5TRIP LIGHT WITH ELECT. FLUOR. FIXTURE 5URFACE STRIP FROM 5AME CIRCUIT THAT 5ERVE5 LIGHTING SUCH THAT FIXTURE 15 SWITCHED BY REFLECTOR PANEL NOTE5:A�C,6 t K BATTERY CHARGING AND 5EN51NG ELEMENTS ARE CONNECTED TO UN5WITCHED CONWGTOR5. OEXISTING BUILDING LI&HTIN6 TO REMAIN. E.G.SHALL VERIFY IF LIGHTING 15 EMERGENCY L16HT CONTROLLED FROM EXI5TIN6 PANELS BEING REMOVED OR FROM LANDLORD HOUESE V-O"STRIP LIGHT WITH 5EE 64 2-32W FURNISHED W/ GEILIN6 PANEL. IF FROM PANEL BEING REMOVED FURNISH AND IN5TALL NEW GIRGUIT FROM REFLECTOR ELECT. FLUOR. FIXTURE SURFACE WUEMER6.BAT. PANEL VIA LIGHTING GONTAGTOR TO EXIZiTI%LIGHTING. EMERGENCY LIGHT PANEL BALLAST NOTE5:AF)=,6,1 t K. OB OCCUPANCY NEXT TO D INSTALL'LEVIE5TR ON"OCCUPANCY 5BELA CATALOG N055C-10-UOW ON CEILING NEXT C DOOR TOR PROVIDED SENOR TIME DELAY R T SET TO 5 MINUTES.OCCUPANCY SENSORS PROVIDED BY TENANT FOR C.ONTRAGTORS `o INSTALLATION. 8'-0"STRIP LIGHT WITH SEE 64 2-32W F1RNI5HED H'1/ CEILING INTR✓EXTR.STRIP - REFLECTOR ELECT. FLUOR. FIXTURE SURFACE W/EMER6.BAT. - 9O DUPLEX REGEPTAGLE MOUNTED IN GEILING TILE.REGEPTAGLE 15 FOR 5EGURITY CAMERA EMER6✓NI6HT LIGHT PANEL BALLAST a MONITOR SUSPENDED FROM CEILING.5EE SHEET El FOR CIRCUITING INFORMATION.10 L NOTE5:A,GFF.6,1 t K. MOUNT EMERGENCY FIXTURE ABOVE DOOR APPROXIMATELY 10'-O"AF6.COORDINATE w WITH EXI5TIN6 GONDITION5,AWNINGS AND/OR 516NA6E.LOCATE REMOTE BATTERY ABOVE CEILING. 4'-0"5TRIP LIGHT WITH 5EE 32 LIGHT 32 I-32W FURNISHED W/ CEILIN6 EMER6 K/EMERG BAT. REFLECTOR ELECT. FLUOR. FIXTURE SURFACE 12 L-I2 VIA EM5 11 SWEE ESX R CEI PTA LERFOR 56E INFORMATION.ITMCERA DOME(5GD)MOUNTED IN CEILING TILE. EMERC-ENGY L16HT PANEL BALLAT NOTE5:5A,G)=,G,1 E K 12 LOCATION OF EMS LIGHTING MANA6EMENT CONTROLLER WITH MANUAL CONTROL OF a LIGHTING. `COORDINATE 2-HOUR BYPA55 PROGRAMMING OF AUTO-OFF PER INTR✓EXTR.5TRIP L- APPLICABLE WA CODE5.5EE"EM'DRAWINGS FOR ADDITIONAL INFORMATION.MANUAL 4'-0"STRIP LIGHT WITH 32 -32W FURNISHED VI/ CEILING OVERRIDE 5WITGHE5 ARE BACKLIT FOR NOTIFICATION TO OPERATOR 5EE'OFFICE ELECT. FLUOR. FIXTURE SURFACE W/EMER6.BAT. — ELEVATION'2/EI FOR MOUNTING HEI6HT5 FOR 5WITCHE5. REFLECTOR PANEL BALLA5A,G)=Fb,l t K. EMER6✓NI6HT L16HT 3 DAYLIT SWITCHING AREA BOUNDARY. UTYPICAL — 14 DAY-LIT 5EN50R(6REEN6ATE PPS-4)PROVIDED BY TENANT AND INSTALLED BY 6.G. 5EE Ib 3-32W FURNI5HED W/ GEILIN6 INTERIOR/ EXTERIOR O O sco O O JIM TO MEET WA ENERGY CODE REQUIREMENTS.SENSOR TO AUTOMATICALLY ADJUST 2'-0"X 4'-0"LAY-IN CEILING F1 Ff.T. FLUOR. FIXTURE LAY-IN STRIP NOTES:LIGHTING LEVEL5(CONTINUOUS DIMMING)IN GONJJNGTION WITH DIMMING BALLA5T5 AND PANEL q ii I . LIGHT ,B(�d KEMS(TELETROLJ PANEL. ALL EM5 CONTROLLED LI&HTIN6 WILL HAVE PRE5ET OWOFF TIME5 A5 I^ELL A5O — / OPTIONAL OVERRIDE 5NITC 4IW LOCATED IN MANAGERS OFFICE. 5EE 2/EI FOR SWITCHLOGATION5. 2'-0"X 4'-0"LAY-IN GEILIN6 5EE 3-32W RRN15HED W/ GEILIN6 EMERGENCY L16HT O O O O O LIGHT EMERGENCY LIGHT ELECT, FLUOR. FIXTURE LAY-IN W/EMERG. BAT.OL 2 Ib BIALLA5TX�HA EIN��INED REQUIR FIN 5 ALL BE EQUIPPED WITH DIMMABLE PANEL BALLAST� NOTES:Ab,CF,G dKPROVIDE FLEXIBLE CONNECTION TO LIGHT FIXTURES AT EXPANSION JOINT.to -O5EE 96 3-32W FURNISHED W/ GEILIN6LIGHT EMERGINIGHT LIGHT ELECT. FLUOR. FIXTURE LAY-IN W/EMER6.BAT. BALLAST O O O — L-21 PANEL NOTE5:ABrFF,G tK_17- 0 _SEE lOW FURN115HED MOUNTED LOCATIONS NOTE-51 WALL PACK ATLAS 96 WALL U.L.LISTED FOR WETL-21 O5QWLM-IOMHQ ELECT. METAL HALIDE FIXTURE OVER DOOR PANELTYPICAL 6 p s O O 1b t7 O LIGHTING FIXTURE 5GHEDULE NOTES: -21 E A. DE516HATED FIXTURE SHALL HAVE Tb LAMP5 AND ELECTRONIC BALLAST WITH U15GONNEGT PER NEC,410.130G sco B. CUT INSULATION WEN BATT TYPE 15 USED)OR PROVIDE SHIELD AROUND FIXTURE(WHEN BLOWN-IN TYPE 15 U5ED)TO KEEP INSULATION A O sQo O O O O O O II MINIMUM OF 3'AWAY FROM FIXTURE. II L�VIA`�MS G. ATTAGH FIXTURE TO T-BAR PER NEC,410-3b WHERE APPLICABLE. sco r , D. FIXTURE PROVIDED WITH DUAL VOLTAGE 120/217V POKER 5UPPLY. TO SIGN 161 I II g E. L16HT FIXTURE 5HALL HAVE BATTERY BACK-UP WIRED AHEAD OF 5WITGHE5/GONTAGTOR5 ON 5AME GIRGUIT.UNIT EQUIPMENT 5HALL BE PER J NIEC 700.12F.FOR FIXTURES WITH FOUR LAMPS,TFE EMERGBdGY BATTERY PACK WILL ONLY OPERATE ONE OF TFE LAMPS. O OI L-2 p q F. LI6HT FIXTURE SHALL REMAIN ON WRING NON-BUSINESS WORKING HOUR5. RRMM G. WITH NO FINISHED CEILING,LIGHT FIXTURES IN THE 5ALE5 AREA SHALL BE SUSPENDED o 12'-0'A.F.F.AND LIGHT FIXTURES IN THE ARCH IT E C T S, P C sce STOCKROOM AREA SHALL BE SU5PENDEO®10'-0"A.F.F.L-33 L-21 �— 1317 Executive Blvd,Suite 200 IO `�'` H.. EQUIFMENT EXTERIOR FIXTURE5 WITH COLD WEATHER BALLA5T. Chesapeake,VA 23320 LL ® I. PROVIDE NE MINT E MINIMUM REMENTY BACK-DP. (757�22-28281 fax(757)622 6883 O ) • O O O O O O O K. PER WA ENERGY CODE REQUIREMENTS,PROVIDE FIXTURE WITH DIMMABLE BALLAST IN DESIGNATED AREAS AS NOTED ON PLANS. y 0:-R�HkO.y O "P/F WA3 L-q VIA EMB f O_ O a O m O O O O r- 0 0 L-2q VIA - c� 49192 Qj L-2 VIA q F tsrE4i4"-r O EME IVA L IA 3 IA L b IA IA 8 IA 1 IA L- ,y �pN�EM L-2 O O II p O PANEL MOP L-21 E .6 6 PANEL P sco sco II sco 0 PANEL L - EM5 PANEL L-I L-17 IT 17 D L 16HTI N6 PLAN � 00 � 00C 00 0 L _J Z Q J_ < � aoZ O N ID O w o d' z v w LLLLaw 0 sheet IF YOU HAVE ANY WE5TION5 REGARDING THE ELEGTRICAL PLANS,PLEASE GALL THE ELECTRICAL OE5IGNER DE516NER: RICK MOMBER6 PHONE/FAX: 612-465-1627/612-465-1T16 E-MAIL: rlckmomberg®djrhameng.com NEW ELEGTRIGAL EQUIPMENT NOTE: R15ER LEGEND TENANT I20/20bV TENANT NEH ELECTRICAL PANELS AND TRANSFORMER(IF APPLICABLE)ARE DASH DOT LINE TYPE INDICATES EXISTING GASH RE615TER AND GOMPUTER D1�T1ELT20bv MOP OR SERVICE PROVIDED BY THE TENANT FOR TENANT'S CONTRACTOR INSTALLATION. EQUIPMENT TO REMAIN GROUND I N6 D I A6RAM NOTES PANIELBOARD NEVI PANELS WILL BE PROVIDED WITH CIRCUIT BREAKERS AS SHOWN CIRCUIT BREAKER ON THE PANEL SCHEDULE. HIDDEN LINE TYPE INDIGATE5 EQUIPMENT CONNECTION OF ISOLATED GROUND TO FURNISHED AND INSTALLED BY EQUIPMENT GROUND SHALL OCCUR AT THE LANDLORD. EXTERIOR WALL DOLLAR TREE SPACE A. GASH RE615TER AND COMPUTER CIRCUITS SHALL BE MAIN PANEL OR 015GONNEGT WHERE THE _ CONNECTED TO THE SAME PHASE(EVERY THIRD P051TIOW SERVILE GROUND 15 ESTABLISHED. EXISTING ELEGTRIGAL EQUIPMENT NOTE: CONTINUOUS LINE TYPE INDICATES NEW IN THE PANIELBOARO.FOR EXAMPLE,ALL ON PHASE A, NEUTRAL BAR H _ EQUIPMENT TO BE INSTALLED CIRCUIT NUMBERS 1,1,13,OR 2,b,14,ETC. EQUIPMENT GROUND BAR N13 ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ORUIT B. FURNISH AND INSTALL AN INSULATED,ISOLATED GROUND BOND JUMPER PER NEC 250 IG N BREAKERS AS REQUIRED IN EXISTING ELECTRIGAL PANELS.MATCH BAR IN PANIEL.INSTALL AN INSULATED"ISOLATED"6ROUNID EXISTING MANUFACTURER AND DEVICE RATIN65. LANDLORD PROVIDED 2 5ET5 OF WIRE IN EACH BRANCH CIRCUIT"HOMERUN"TO G �' PANELBOARD.CONNECT GROUND WIRE FOR GASH 6ROUNIDIN6 ELECTRODE CONDUCTOR.PER 4#350 KGMIL.,1#1 CU.EACH FOR S ZE 5EE ELECTRICAL R15ER DIAGRAM V REGISTER AND COMPUTER GIRCUIT5 TO ISOLATED GROUND n BAR IN PANELBOARD AND DIRECTLY TO I50LATED c m M5 CONTROLLER GIRGUIT5 TO GROUND LU&/SGREW ON ISOLATED GROUND RECEPTACLES. ,a RISER DIAGRAM NOTES: 3/4'G 4#12,#12 CND.FOR L16HT FIXTURES EQUIPMENT GROUND BAR FOR NORMAL BOND JUMPER - LL PHASE L055 MONTIOR G. DO NOT CONNECT"ISOLATED'GROUND WIRE TO RACEWAY CIRCUITS PER NEC 250 `�2 E -6 LANDLORD FURNISHED AND IN5T -- OR BOX GONIDUIT AMID BOX SHALL BE METAL AND m e m u r------ I. INFORMATION ON THE ELECTRICAL SERVICE ENTRANCE 15 BASED ON 600 AMP,120/20DV,3 PHASE,4 WIRE METAL-TO-METAL GONAELTORS SHALL BE USED(NO FLEX INSULATED/ISOLATED 6RO1ND BAR FOR GASH .N THE INFORMATION RECEIVED AT THE TIME OF DE516N FOR TH15 I CONDUIT)TO ESTABLISH GROUND PATH FOR BOX AND REGISTER GIRGUIT5 ONLY.PER NEG 40b-40. I `� C/f CABINET,METER AND DI5GONNECT RACEWAY. EXCEPTION I. z F m E w PROJECT. EXACT INFORMATION WAS NOT AVAILABLE. I a t 5WITGH WITH INCOMING UTILITY SERVICE CONDUIT AND WIRING AS Z w c a' CONTRAGTOR SHALL VERIFY ELECTRICAL SERVICE AND ALL I REQUIRED TO PHOTOCELL D. GASH REGISTER DATA SYSTEM GABLE SHALL BE w r a c EQUIPMENT AGAINST THE DESIGN AND REPORT ANY DISCREPAWI IES CONDUIT AMID CONDUCTORS FURNISHED CONDUIT AMID BOX MUST BE METAL TO PROVIDE t v v t AND INSTALLED BY LANDLORD. _L ANID O TDOOR 5EN50R ON FURNISHED ANID INSTALLED BY OTHERS.FURNISH AND EQUIPMENT GROUND PATH FOR BOX OR THAT GAN NOT BE RESOLVED IN THE FIELD,TO THE ENGINEER FOR F- -1 F----1 F---� ROOF INSTALL JINGTION BOX IN OFFICE AND 2'CONDUIT WITH PROVIDE GREEN EQUIPMENT GROUNDING c m V FURTHER INSTRUCTION ANV/OR POSSIBLE REDESIGN OF AFFECTED PROVIDE SEPARATE COST FOR ANY FULL WIRE TO SALES AREA CEILING CAVITY. CONDUCTOR E ITEMS. WORK NOT PERFORMED BY LANDLORD. I NIEW EM5 PANEL 2. LOCATE PANEL BOARDS IN EXCLUSIVELY DEDICATED SPACES IN I LANDLORD LANDLORD LANDLORD E. DO NOT RUN GASH REGISTER CIRCUITS IN CONDUIT WITH (FURNISHED BY TYPICAL WIRING FOR EACH ISOLATED GROUND FURNISHED FURNI5HED FURNISHED OTHER CIRCUITS. RECEPTACLE ON A GASH REGISTER CIRCUIT H ACOORDANGE WITH NEC 11026 PLUG UNUSED OPENINGS. _ L I AND AND AND TENANT DO NOT USE R15ER DIAGRAM TO LOCATE EQUIPMENT. REFER TO F, -1 r , F J I INSTALLED INSTALLED INSTALLED INSTALLED BY POWER PLAN FOR LOCATIONS. PLUS UNUSED OPENIN65 IN `M _ I__ I PANEL'MDP' PANEL"P" PANEL"L' CONTRA(TOR) O N PANELBOARDS. Ell 3. ELECTRICIAN SHALL BE ON 51TE DURING THE D.B.S.INSPEGTION. - I I L_J I NIeIT. I I L_ J L_ J ISOLATED GROUND ATTACHED TO 4. PROVIDE BONDING CONDUCTORS A5 REQUIRED PER N.E.C.250. I ,c= T- �- RECEPTACLE ISOLATED GROUND 5. GANTRAGTO2 SHALL PROVIDE ALL CONDUIT,WIRE,M15GELLANEOU5 GND I L - 5GREW PER NEC 250.146(0) ITEMS AND HARDWARE,ETC...,FOR A COMPLETE AND OPERATIONAL I �J I LANDLORD FURNISHED AN �111EI'- .ROUTE GA5H RE615TER GROUND I N6 D I A6RAM SYSTEM. L-I,-J 2 #2/0 GU.GNP I INSTALLED LIGHTING CONTROL CIRCUITS -�- 2"C-4#1/0,1#66 d I#6 16. 1 AND PHASE L055 TO LGP AND NO 56ALE I -- ----J EMS PANEL. LANDLORD FURNISHED IF YOU HAVE ANY OUESTIONS REGARDING THE ELECTRICAL PLANS,PLEASE I AMID INSTALLED CALL THE ELECTRICAL DESIGNER. -/2'G-4k3,Ikb GNP. DESIGNER: RICK MOMBERG PHONIE/FAX: 612-465-1621/b12-465-17T6 -J _ E-MAIL: rickmomberg®dunhcmang.com -- J L CONTRACTOR TO CONFIRM GROUNDING AND BONDING OF NEUTRAL AND GROUND BU55E5 AT THE SERVILE NOTE: a DI5GONNEGT 5WITGH.PROVIDE NEGE55ARY A. ELECTRICAL CONTRACTOR TO FIELD VERIFY EXI5TIN6 CONDITIONS DURING PRE-BID WALK THRU TO BID. FIELD MODIFICATIONS TO MEET CODE AND LOCAL VERIFY THAT EXISTING SERVICE CAPACITY 15 ADEQUATE.NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO BID. REQUIREMENTS.AS THIS CONNECTION SHALL ONLY ADDITIONAL FEES DUE TO LACK OF COMPLIANCE WILL NOT BE ACCEPTED. OCCUR IN ONE LOCATION AT THE POINT OF SERVICE. 0 RISER DIAGRAM NO 5OALE 0 E PROVIDE CIRCUIT BREAKERS AS REQUIRED.MATCH PROVIDE CIRCUIT BREAKERS AS REQUIRED.MATCH PROVIDE CIRCUIT BREAKERS AS REQUIRED.MATCH EXISTING MANUFACTURER AND DEVICE RATINGS. EXISTING MANUFA6TURER AND DEVICE RATIN65. EXISTING MANUFACTURER AND DEVICE RATINGS. Panel: MDP Voltage: 120/208V,3PH,4W Panel: P Voltage: 120/208V,3PH,4W Panel: L Volta e: 120/208V,3PH,4W Code L Code C Code R Code M Code E Code K Code D Code L Code C Code R Code M Code E Code K Code D Code L Code C Code R Code M Cod E Code K Code D No. Amp/p Note Description Ph VA VA VA VA VA VA VA No. Amp/ Note Description Ph VA VA VA VA VA VA VA No. Amp/ Note Description Ph VA VA VA VA V VA VA 1 60 RTU-1 -A- 4126 1 20/1 GENERAL REC.-CASH REGISTER#1 -A- 600 1 20/1 ROW 2-LIGHTS VIA EMS(CUSTOMER) -A- 864 3 / -B- 4126 3 20/1 GENERAL REC.-CASH REGISTER#2 -B- 600 3 20/1 ROW 4-LIGHTS VIA EMS(CUSTOMER) -B- 864 5 3 -C- 4126 5 20/1 GENERAL REC.-CASH REGISTER#3 -C- 600 5 20/1 ROW 6-LIGHTS VIA EMS(CUSTOMER) -C- 864 7 60 RTU-2 -A- 4126 7 20/1 GENERAL REC.-CASH REGISTER#4 -A- 600 7 20/1 ROW 8-LIGHTS VIA EMS(CUSTOMER) -A- 864 RRMM 9 / -B- 4126 9 20/1 FUTURE EQUIPMENT -B- 500 9 20/1 ROW 10-LIGHTS VIA EMS(CUSTOMER) -B- 576 11 3 -C- 4126 11 20/1 1 ICE CREAM CASE -C- 1032 11 20/1 SPARE -C- 13 60 RTU-3 -A- 4126 13 20/1 J-BOX SALES AREA -A- 960 13 20/1 SPARE -A- ARCHITECTS, PC 15 / I I -B- 4126 1 15 20/1 1 J-BOX SALES AREA -B- 1600 1 1 15 20/1 SPARE -B- 1317 Executive Blvd,Suite 200 17 3 -C- 4126 17 20/1 J-BOX SALES AREA -C- 1600 17 20/1 1 STOCK RM LIGHTS VIA EMS(EMPLOYEE) -C- 527 Chesapeake,VA23320 19 60 RTU-4 -A- 4126 19 20/1 AUTO DOORS -A- 1000 19 20/1 1 SPARE -A- (757)622-2828/fax(757)622-6883 21 / -B- 4126 21 20/1 CEILING RECEPTACLES -B- 800 21 20/1 1 EXTERIOR/EMERG.LTS VIA EMS -B- 156 23 3 -C- 4126 23 30/ 2 WATER HEATER -C- 2250 23 20/1 SPARE _C_ 25 20/1 SPARE -A- 25 2 -A- 2250 25 20/1 SPARE -A- y0,R010 27 20/1 SPARE -B- 27 20/1 SODA CASE -B- 1200 27 20/1 SPARE -B- �Q•,!F WAS'`e,�' 29 20/1 SPARE -C- 29 20/1 SODA CASE -C- 1200 29 20/1 1 REST RM LTS&EF-1 VIA EMS(EMPLOYEE) -C- 64 10 72 Gv, 31 20/1 SPARE -A- 31 20/1 1 SECURITY CAMERAS(SCD) -A- 1620 31 20/1 SPARE -A- 33 20/1 SPARE -B- 33 20/1 PHONE BOARD -B- 180 33 20/1 SIGN -B- 1200 35 20/1 SPARE -C- 35 20/1 DOORBELL/BUZZER -C- 180 35 20/1 1 IFP POWER(EMS PANEL) -C- 500 �•°• •,•�Q 49192 Q j 37 20 1 EMS PHASE LOSS -A- 50 37 20/1 EXISTING SPARE -A- 37 - SPACE -A- F�/srE?ti-'r 39 / -B- 50 39 20/1 2 HAND DRYER -B- 1150 39 SPACE -B- DO(vgyEM 41 3 -C- 50 41 20/1 1 RTU RECEPTACLES I-C-1 41 SPACE -C- 2 15/ 1 REACH IN COOLER 2 DR -A- 900 2 20/1 I.G.REC-CASH REGISTER 91 -A- 500 2 20/1 1 ROW 1-LTS VIA EMS(EMPLOYEE)EM LTS -A- 576 4 2 -B- 900 4 20/1 OFFICE PLUGMOLD -B- 4 20/1 1 ROW 3-LTS VIA EMS(EMPLOYEE)EM LTS -B- 864 6 30/ 1 REACH IN FREEZER 3 DR -C- 2250 6 20/1 OFFICE PLUGMOLD -C- 3610 6 20/1 1 ROW 5-LTS VIA EMS(EMPLOYEE)EM LTS -C- 864 8 2 -A- 2250 8 20/1 I.G.REC-CASH REGISTER#2 -A- 500 8 20/1 1 ROW 7-LTS VIA EMS(EMPLOYEE)EM LTS -A- 864 10 30/ 1 REACH IN FREEZER 4 DR -B- 2800 10 20/1 I.G.OFFICE RECECPTACLES -B- 10 20/1 1 ROW 9-LTS VIA EMS(EMPLOYEE)EM LTS -B- 864 12 2 -C- 2800 12 20/1 I.G.OFFICE RECECPTACLES -C- 12 20/1 N.WALL LIGHTS VIA EMS(EMPLOYEE) -C- 480 14 20/ 1 WALK IN FREEZER -A- 1590 14 20/1 I.G.REC-CASH REGISTER#3 -A- 500 14 20/1 S.WALL LIGHTS VIA EMS(EMPLOYEE) -A- 640 16 2 -B- 1590 16 20/1 DED.DUPLEX RECEPTACLE -B- 180 16 20/1 SPARE -B- 18 15/1 1 WALK IN COOLER -C-1 1080 18 20/1 DED.DUPLEX RECEPTACLE -C- 180 18 20/1 SPARE -C- 20 20/1 1 1 1 FREEZER/COOLER LIGHTS -A-1 40 1 1 1 1 20 1 20/1 11 I.G.REC-CASH REGISTER#4 -A-I 500 1 20 20/1 SPARE -A- 22 20/1 SPARE -B- 22 20/1 STOCKROOM RECEPTACLES -B- 360 22 20/1 SPARE -B- 24 20/1 SPARE -C- 24 20/1 1 SECURITY CAMERA MONITOR -C- 500 24 20/1 SPARE -C- 28 2011 SPARE -B- 28 20/1 EMPLOYEE AREA PLUGMOLD -B- 720 28 20/1 SPARE -B- 30 20/1 SPARE -C- 30 20/1 EXISTING SPARE -C- 30 SPACE _C_ 32 100 PANELL -A- 3808 32 20/ EEXISTING SPARE -A- 32 SPACE -A- 34 / -B- 4524 34 20/1 2 HAND DRYER -B- 1150 34 - SPACE -B- 36 3 -C- 2799 510 72 36 20/1 EF-2 -C- 656 36 - SPACE -C- 38 150 PANELP -A- 960 9270 38 20/1 EXISTING SPARE -A- 38 - SPACE -A- I��100 I� 00 40 / -B- 4020 4960 40 20/1 EXISTING SPARE -B- 40 - SPACE -B- 111�11 � 42 3 -C- 2860 5942 656 42 20/1 EXISTING SPARE -C- 42 - SPACE -C- I��I J Through- -- -A- Through- -- -A- Through- -- -A- Q Feed Lug None -B- Feed Lug None -B- Feed Lug None -B- W Connection I I-C-1Connection I -- -C- Connection -- -C- 0 Main 600 -A- 3848 960 9320 21244 Main -- -A- 960 9270 Main --- -A- 3808 L Breaker / -B- 4524 4020 5010 21794 Breaker None -B- 4020 4960 Breaker None -B- 4524 3 C 2799 2860 6502 23362 1 - -C- 2860 5942 656 1 1 - -C- 2799 510 72 Q J Breaker Notes: Conn KVA phase loads Total -A- -B- -C- Breaker Notes: Conn KVA phase loads Total -A- -B- -C- Breaker Notes: Conn KVA phase loads Total -A- -B- -C- N 1- PROVIDE LOCK-ON DEVICE 106.2 35.4 35.3 35.5 1- PROVIDE LOCK-ON DEVICE 28.7 10.2 9.0 9.5 1- PROVIDE LOCK-ON DEVICE 11.7 3.11 4.5 3.4 Q Z W 2- Dmd Conn Panel-Bus KVA loads 2- PROVIDE LOCK-OFF DEVICE Dmd Conn Panel-Bus KVA loads 2- Dmd Conn Panel-Bus KVAloads 0 _ OQ 3- 14.0 11.2 Code L-Lighting 3- Code L-Lighting 1 1 3 1 13.9 11.1 Code L-Lighting Z W� 4- 7.8 7.8 Code C-Convenience Receptacles(180 W) 4- 7.8 7.8 Code C-Convenience Receptacles(180 W) 4- Cade C-Convenience Receptacles(180 W) O NQ 5- 20.8 20.8 Code R-Receptacles(Non Convenience) 5- 20.2 20.2 Code R-Receptacles(Non Convenience) 5- 0.5-O.Ei Code R-Receptacles(Non Convenience) LL Q Panelboard Notes: 69.3 66.4 Code M-Motors Largesl motor VA 11601 Panelboard Notes: 0.7 0.7 Code M-Motors Largest motor VA Panelboard Notes: 0.1 0.1 Code M-Motors Largest motor VA 1- PROVIDE ISOLATED GROUND BAR Code E-Electric Heat 1- PROVIDE ISOLATED GROUND BAR Code E-Electric Heat 1- Code E-Electric Heat O LLI VN 2- Code K-Kitchen Equip Demand 100/ 2- Code K-Kitchen Equip Demand 100% 2- Cade K-Kitchen Equip Demand 100% O 2 � 3- Code D-Dwelling Units(Hotel/Motel Rooms) 3- Code D-Dwelling Units(Hotel/Motel Rooms) 3- Code D'-Dwelling Units(Hotel/Motel Rooms) � ? V p 4- 111.9 106.2 Total KVA 4- 28.7 28.7 Total KVA 4- 14.5 11.7 Total KVA O LL Q WQ 5- +Spare KVA %Spare 5- +Spare KVA %Spare 5- +Spare KVA %Spare SURFACE :Mounting 112 Adjusted KVA(Demand KVA+Spare KVA) I SURFACE :Mounting 29 Adjusted KVA(Demand KVA+Spare KVA) I SURFACE :Mounting 14 Adjusted KVA(Demand KVA+5Pare KVA) EXISTING :Amps AIC Rating 311 Adjusted Demand Amps EXISTING :Amps AIC Rating 1Adjusted Demand Amps EXISTING :Amps AIC Rating 40 Adjusted Demand Amps 600 :Amp Rating of Bus 311 High Phase Demantl Amps 26-Apr-15 225 :Amp Rating of Bus 85 High Phase Demantl Amps 28-Apr-15 100 :Amp Rating of Bus 47 High Phase Demand Amps 28-Apr-15 600 Panel Amp Rating(Min Main or Bus Rating) File Name: Project Number: Project Name: MLO :Panel Amp Rating(Min Main or Bus Rating) File Name: Project Number: Project Name: MILD :Panel Amp Rating(Min Main or Bus Rating) File Name: Project Number: Project Name: .3 208 :Phase to Phase Voltage PANEL MDP 0415820-127 DOLLAR TREE 208 :Phase to Phase Voltage PANELP 0415820-127 DOLLAR TREE 208 :Phase to Phase Voltage PANEL L 0410120-127 DOLLAR TREE "o sheet E5 SECTION 16010-GENERAL PROV1510N5 APPROVAL DRAWINGS SECTION 16010-BA516 MATERIAL5 AND METHODS PREPARATION/I1,15TALLATION/ CONNECTIONS RELATED DOCUMENTS A. Pre are and submit for approval Wch additional electrical drawings, APPLICATION A. All main feeder connections shall be made with solderless A The General Conditions,Supplementary Candltiorn,and General dia�rdins,and speclficatioris as me required by: MATERIAL5 A. Conduit: cprannwreGt�ppealwn�e. Son Mee Hires Mlmes sng ��be mode nth Requirements apply to the Work speclfied in this Section. I. Local Fire Prevention Bureau A Gondult: I. Installation-All conduit shall be sized In accordance with the Ideal"WIN6NUT5' DESCRIPTION 2. Local Building Department-Electrical Inspection Section I. Electrical Metallic Tubing;EMT,hhlnwall"conduit shall In general be NEL.: utilized where permittecfbu Code except where ciescrbed herein. a. Conduit to be run exposed In unfinished areas such ds INSTALLATION A. This Section defines the General Provisions which are common to 3. Local Utility canpmies Minimum size conduit shall lie 3/4",unless specifically rioted mechanical and electrical room used as electrical closets. all Section of Division 16. otherwise. All other conduit shall be concealed. A. System Grounding: - COORDINATION AND COOPERATION B. The Information In the Specificatons and the Plan Drawings are 2. He tiva11 steel conduit and I.M.G.shall be either hot dl I. Local be In strict accordmce with the National Electrical Code, basic facts to follow in determining a reasonable and A. The contractor shall examine the premises and satisfq himself of existing a-� d,or sherardized. PPS b. All conduit and wiring shall be concealed wherever possible. Local 6overnlnq Authorities and in accordmce with the competitive price For the disciplines Intended. The Drawings condIUMS under which he will be dbligated to operatic In performing his g Where conduit and wire cannot be concealed,obtain direction recommendations of the Utilltu Company. See details o„drawings and Specifications do not necessarily indicate or describe each pat of the work or that well in any manner affect the work under a 3. Flexible conduit shall be Greenfield tine except,where a osed from the Architect.No surface mounted conduit,wiremold or for additional grounding req ements. Item necessary for the Full performance and completion of the contract. The Contractor shall cdoperate with other trades so that the 8e ((tree power poles well be acceptable,unless specifically indicated particular work the contractor may be biddingq.� These documents installation of all equipment may be properly coordinated. to oil,grease,orwater-conduit shall Sealt on the dreurirlgs. o $ provide the general Intent necessary to info in n the contractor 4. Plastic conduit shall be PVC 5cheduae 40. B. Electrical 5ervke: of the Dollar Tree's desire For the systems required For B. All equipment famished stall fit the ace-.liable,with connection,etc., c. All exposed conduits shall be run parallel to or at right 1. The Utlll C ay will Furnish,Install and connect all primary N Electrical. Contractor shall visit the site prior Eo blddlnq to h#ie ed locations and with ode oats space for snails and 5. Conduit shall be as manufactured by Allied,Triangle or angles to structural members.Care�a el to or exact service ` become familiar with the existing conditions under which the work servicing. The drawl s are gerall gdlagra nark aid Indkote the approved equal. role with the Architect's representative,In the field,prior trM Q w d o ^+ shall be performed. Failure to aspect the site will not be maser d method o?the Ing, latlon HIIII the specifications and fixture b. Provide expansion fittingsfor conduits crossingexpansion joints. to a*mtallation. 2. This contractor shall contact the Utility Gompmq and Landlordto - _ m u (allures toed juFor mhe work undertion for an adjusts nt in c tntract price or list derete the type and qqualittu�of material ad workmanhi��to be used. j instructionsbaa11Informal Into work easw�ry for t�iwroFk rnaval of ate their = z e E + PWhere a conflict exists between the drawings and the s etlflcatlons,the T. C,onduit Fittings: d. All conduit shall be Inde tl s red from the bulldln coca amp a m V 9 P penda y ammo 9 and material. Include all costs in base bid. Z y= n Contractor shall ramppt�lyy notify the Architect whose decision shall be a. Rigid: Threaded. structure.conduit shall not bar Suspended(ran ventilating E r - final. No allowance wllI are made subsequently in this connection on behalf g ducts,rrochonical piping,suspended telling grids,or their t of the Contractor after award of the contract. b. Thin-Wall: Compression ripe. hiangens. c u C. Work Included: c. Flexible:Gonnectors shall be compatible with flexible SECTION 16500-LIGHTING 5Y5TEM5 AND CONTROLS o $f Y E conduit used. e. All conduit shall be in-honicalluu and electrkallu continuous I. All electrical work herein specified ad/ar shown on from outlet to outlet and box tin box. Secure Conduit fittings DESCRIPTION drawings unless noted otherwise. GUARANTEE 8. Provide bushing and lock ruts for all conduit entries to boxes. at all enclosures and junctions. g A. Work Included: 2. Work by the lUtilityc Company for which there Isar this arge. A. Provide one gear gquarantee for all fixtures,equipment,materials and All electrical back charges to be Included under this workmanship Leon Flnal acceptance by Dollar Tree. Anq defective B. Kres and Gables: 2. Types of GondulG I. Contractor to Install Ilphtinq fixtures with Ianpps,hampers and Divisor 16 Gontroct. material or`faulty workmanship shall I*replaced withou cost to Dollar a. Condult,within building confines run In concrete skin,within controls as shown on Cram roe and Ll rg IT Schedules. Tree. I. Unless specifically noted otherwise,all Hiring shall be Installed in outside mason walls,in earth Flora,and ex osed In wet areas Dollar Tree will provide all II fixtures,lamps,spacers,fixture 3. Installation Shall be complete from the location des)nated conduit y g shall be alvamzed steel heaW wall a IMG.Goa Inngs for trim and accessories as require IV a complete secure and by the Electrical Utility Cur ay as the motor of s cures conduit run in poured concrete SYuall be concrete tight. working Installation. connection,to the final cases of of motors,fixtures PROTECTION 2. All wire shall be tape THW or THIM copper. No aluminum conductors devices,apparatus orpledes of equipment,unless waffled A. The contractor shall be responsible for protecting all a un ment and will be allowed. B. Requirements by Drawings or these:peclflcatlons. snistems ainst harmful axpoossure,or arc Pamuaationgof&51!Ynhobture, 3. Woe smaller than#8 shall be solid:#5 aid Inn b. Conduit run exposed or outdoors shall be and boxes. steel u ag nor,stranded. heavy wall or IMG with watertkfit fittings and boxes. I. All fluorescent I Unclad PL shall be 41K color temperature, ffooding,corrosion,or otfner forms of damage. Clem and restore l lid par' 4. The Electrical Drawings and Ifkatiaq ssshall be dana ed finishes and equipment to place Installation In a Ilke-new 4. Gable and Hire shall be m manufactured by Triangle,General Cable, c. Conduit run In or meal uwithin buildNsnnEgrconfinesprshall be ENT, 6.E.or approved equlvale .. All lamps shall be T-8 tpe,unless TheDraw ndgso cover eufipaElot n afeato be"taken to then. LO I�a„' Gonado or Garol. I.rt�sre s ecariFeas117are ileisdide partise of lei prohibited b1s, ftxWriel schedule Ion asflre�cldarmended byathe fixture Indicated IWrering eclfled Is aldl bedperFormedor shoHn rfurn shed as work shown Goo INSTALLATIOWAPPLIGATIOWPERFORMANGEuEREGTION C Color Coding; it dos dl agtmsodao-a ladcodlonugfortthaevoltargeeS electrical above g^ade sl ,and peas not iabject to damdge. mentioned In both Drawls and eciflcatlom. Irrvolved. Control wglnq shall be numbered for ears identification of 2. All fluorescent tarp ballasts shall be electronic ripe with maximum A. Application,Installation: terminal points. Number terminal blocks accordingly d. Conduit with trade sizes over and/or exposed In 10%total harmonic distortion(THD). mechanical rooms shall be galvanized steel heavy wall or 3. Provide all exit and emergencyII ht as r required applicable 5. Minor Items and accessories reasonably Inferred as 1. No measurements of a Drawing by scale shall be used en a IMG. light" eq trU PP necessary to complete such systems shall be included. All dimension to soak W. The drawings are not Intended to show D. Disconnect 5w1tches: code(s). o work E materials necess for proper operation of any complete or accua details of foe bull in even)ressppeect. I. Switches shall meet NEMA enclosed switch standards K51,arrest e. Conduits run under floor slabs and in contact with earth may system,shall be provided this Contractor. Exact locations and relations are to be defined in the f1e1d edition. Switches shall be quick-make,qquick-break so that operation be PVC Schedule 40 encased in cmcrete. - ad shoal be satisfactor4 to the Architect/Engireer. This of the contacts shall not be c able,durin normal eration of D. Description of System: Contractor shall take art field measurements and shall be the switch,of ben restrairned btu the rdtlnq handixer' the 3. Provide full size ground wire in all conduits,PVC or Metallic. a respmsibae therefore. opening or tics of the contacts h�starteQ Mere the drawiinngqs do not WentifU the size of the equipment a. �amalete power wiring to main dlsconnect switch,panels, °P g ground wire,it shall be the same Size as the phase comductors. SECTION 16700-COMMUNICATIONS motorized equipment,motors,equipment cabinets,and 2. Gompare Dravanq5 and5p eUficatlons,check) all DESCRIPTION miscellaneous outlets. eus c 2. All safety switches shall be heavy duty of voltage matching B. Boxes,outlets and cabarets: m cements afd de Ise Intent of Contract Documents. eqqu en served NEMA I for indoor use and MA 3R Par outdoor A. Work Included: 2. General wiring for power,lighting,and miscellaneas systems. Dlscrepanae5 shall be bo ht to the Archttec lion. een's use. Switches shall be an manufactured by Westinghouse,Cenral I. Install equipment and mail In a neat and workmanlike winner 3. Materials and equipment for electrical work attention for interpretation prior to°f"U installation. Electric,Square D,or Siemens. and align,level and adjust for satisfactory operation. Install 1. Empty backboxes and conduit shall be furnished and installed by equipment so that all parts are easlly accessible for Inspection, GonFractor. 4. Electric service aid distribution. 3. The right is reserved to make any reasonable thane In E. Fuses:Furnish and Install all fuses. Fuses stall be ass specified on the operation,maintenance and repair. Provide the design, a 5. Motor and eqqui ment wiring,including starters,Safety Switches local of outlets and equlq. prior to roughly E without Drawings. P fdxrlcdlm,and erectim of supplementary structural Framing TELEPHONE SYSTEM/COMPUTER SYSTEM E control wlringP Involving pdditlonal expereAS. Any thongs frofi tin€Electrlcol required for attachment of Mngers or other devices supporting Drawings as i5 necessary to make the work of thls Contractor eaectrlcaa equipment. Rigidly mount all boxes and provide with A Telephone System Grounding conductor:Furnish a m6 AW6,copper b. General and emergency lighting and power systems. conform to the bulldiniq as constructed and to Fit the work of F. Outlet,Pull and Junction Boxes:Outlet,pull and junction boxes shall be 12 witabae screw fastened covers. Plug open knockouts or holes in car T conductor from each telephone service equippmment to other trades shall be in Cantractor's Contract and gqaa:gqe,or heavier,steel,with removable knockouts.Saxes shall be as boxes with suitable biankin devices. Fes tFe electrkal service and electrodes Eem. 1. Gantactors for lighting and sign control systems. nian6facWred MpIetan,Steel GI or Raw. Size boxes as required g ys Installed without extra cost. dU d hl q 8. Telephone back boxes and amply conduit. for the Mended uEy,minimum size as required by the National Electrical Code. B. Telephone/Computer conduit System:Furnish as Indicated on the 9. Arcane for sources of temporaruu construction services. 2. Center all outlets with regqpprd to pq�ell ,furtp and trim. Drawings,Including the follawing: Such services shall be nominally 120/208 volt,3 phase,4 4. Perform all work In comppllaoe with all applicable safety VI me' arrange carrots In tfte rod Satisfactorily correct wire from which a complete system of tomporary power and regulations including OSHA regulations. 6. Switches: Mons'improperly locoed or unrolled. Repair or replace 1. Telephone service conduits for underground service. m lighting shall be Installed fen all construction needs and as damaged finishes. Set outlets rIumb and extend to the finished 2. Other conduits as indicated on the Drowin Furnish#14 AW6 -� required by the occ pational safety and health departments, 5. Coordinate all Hark with other trades prior to any Installation. 1. Wa11 switches shall be located as Indicated on the Drawings surFaco of the wall,telling or floor without projecting beyond �' m (OSHA).Tempmarl services shall be removed upon armored singly or In gags ad at the helots stifled m"indkated com, soft Ism pull were or heavy nylon cord In each conduit for pulling C ` o R pa 6. Provide code roved clearances around electrical sKa F the te1eP^°ne cable to eachtermination Dint. completion f war WP and II have props covers with finishes speLplfled herein. Switches P equipment. shall be as follows unless otherwise called fo'r on Drawings or C. Fire ad Smoke Partition Penetrations: 3. Outlet boxes with a 3/4'conduit stubbed Into accessible ceiling 10. Computer system empty conduct racewcy. 7. Coordinate s In of material with bulldln man ement hereinafter specified. ng t°9 g ag I. The Contractor shall familiarize himself with all fire rated s ace with pullwire For cbling by others. Provide mate h N f II. Wi tinq of power connections to equipment Furnished ad representative at-time of bidding. Pa Instated by others. a. Switches,20 a res,120/2T1 volt specification ade, Net construction and install his work so as to maintain the Integrity of edlcated conduits for .O.S.lines. (Do not share wit other N N q the fire code rot rig. Maintain rat of fire rated and smoke telephone or data lines) 12. GutN patching,excavation and back fill,and FIELD QUALITY CONTROL rated:bu Leviton,Eagle,HUBBELL,or Pass E Seymour.5wltch in9 in9 Q �'P g shall be its. rated construction. Sleeves shall be steel or Manufactured concrete work required to complete the work of this A. Testing; sleeves slmllar to Pepe Shields Inc.,far bare ipe through fire G. No electrical conduits or power wiring shall ass over the section. Back fill stall be coonmppacted to 95%of 9' walls and floors,model WFB,DAB or QDFB. Fpor plastic pipe,use telecommnlcatlons closet ad panels,exce�t fen telecommunications standard compaction. All exlstlrg wrfaces shall be 1. After wires are in place and connected to devices and H. Receptacles: type We with one inch thkk talcum silicate Insulatlm encased In room Ilyht fixtures. patched or replaced to'Like New conditions. equipment,the system shall be tested for shorts and 1. Receptacle shalt be located as shown on the Drawings and at the metal sleeve extension two feet either side of Fire rated walls or gqrounds. All hot wires if shorted or grounded,shall be heights specified or Indicated. Receptacle and power outlets shall floor. Seal annular space around conduits. For fire and smoke INSTALLATION 13.All other equipment,material,devices,accessories required fernoved and replaced. be of the q�oundinq type speciflcatlon grado ad m manufactured by rated floors,walls and partitions,use UL listed material that ml shown an the drawings. HUBBELL,General Electric,Pass E Seymour,Eagle or Levlton. maintains fire rated wall and floor in Jr.Ity,similar to RN foam, A. Furnish and Install conduit system a,shown. Gal and final - � � 2. All meters,Instruments,cable comectian equpment,and Receptacle shall be Mite. Dow corning"Fire Stop'or X 9velCs Inc.,model WFB,DFB,our connection to be by the Dollm Trees contractor.71ne system shall d _ E. Related work to be completed by others: apparatus necessary for making all tests,sha�fI be QDFB. For nonrated walls dd partitions,use mineral or glass consist of telephwne/data outlets In locations as Indicated,branch ain L G.o er system Hari famished by this Contractor at his own expense. fiber Insulation. conduits,and dal accessories required by the telephone company for mput y rng. I. Switch and Receptacle Plates: complete installation. 2. Television system wiring. ADJUST AND GLEAN 1. Plates in finished areas for scotches and receptacles shall be white. F. Definitions-As used within the Contract Document: A. Gleaning Equipment,Completed Work and Premises:After the Identirq all dedicated circuits with a laser prin ed achsslve Idxe1 DESCRIPTION com le ono all installations,each s stem shall be thoroud� indicating panel and circuit number. A. Work Included: P q r y SECTION 16400-SERVICE AND DISTRIBUTION 1. "Glrcuitry"or'Wlring"shall mean my electric work cleaned to remove all ppaint,oil and other foreign materia. I. All work shall com with the latest National Electric Code 2. "Package Unit'shall mean an Item of equipment having one Contractor shall also cleon all foreign paint,grease,oil,dirt, J. Contractor shall provide all elbows,connectors,etc.,and Install DESCRIPTION P y g P g labels and stickers,etc.,(ran all fixtures,e u ment,etc. The outlets complete. MELD and all local codes. Coordinate exact code el more motors ar other electric enerµl single nq P °mP re urements and local amendments with local Inspector for to elements Integrally factory mounted on G single bdse, Contractor shall remove all rubbish,debrn, tc.,accumulated A. Work Included: ginstallation. � � complets with all associated control devices and from his operations from the premises. K. LIOUng and Appliance Panel boards: I. Current transformers cabinet. any Intw"Wilecting wiring. 2. Mai„switchboard. 2. Contractor shall contact the Utility I. Panels shall be h Indicated r the Drawnngs,with main lugs,main Company and Incorporate all APPROVALS beakens,batch akers,spores and spaces as scheduled. 3. A complete distribution system. requirements into the new work A. Obtain all permits and ovals from the governing bodies °^lay Type 4. System grounding per local codes. 2. Glass 1 shall c with U.S.Federal Specification WPIISa,T e I, 3. Ground it accordance with the NE.G.and all local codes. Refer 6. Permits: P emir' 9°V 9 Glass I. 5. All work and charges required by the local utility comply. to details for additional Information. which have Jurisdiction over this project. T I. Obtain all ppermiks and pa4 all fees required for the 6. Dry Gpe step down transformer. 4. Assumed available fault current is 50p00 am s RM.S.. 1{-[\ complete Alectrlwl syStePn. 3. All cincult breakers shall be boat-ori type. IDENTIFICATION AND TAGGING B. Services: Contractor shall verlfqi{with Utility Company re�reserntative and MM QUALITY ASSURANCE 4. The Contractor shall balance all circuits. All conductors shall be I. Incoming electrical service Is as Indicated an drawings. report gnu discseparl to Architoet/Engi^eer prior to R C H I T E C T S r PC A. Identification of distribution switches or circuit breakers continuous without splicing from last outlet to their terminals In ordering equipmeht. A. Qualiflcatiore: IndMduallu mounted or of panel boards shall be bu means of cabinet. EQUIPMENT 1317 Executive Blvd,Suite 200 rave lamacoid namepldtes permanently fastened on the 5. Provide fuses at all location Shown an the drawin s or required I. Materials d U equipment shall be new and shall conform to f�nt face of the housing,showingq 1/4 high vote lettering an 5. Contractor shall provide a directory of circuits for cabinet. A. Maio switchboard shall be service entrance rated and fret for su Iemental l lowlon. Where am radr ofgprotectiverequi Chesapeake,VA 23320 NE.MA.and Underwriters Laboratories NU standards In a black bat ant. Provide alT el boards with typewritten Directoryshall be written des tinnqq roam or egg and accessible with removable screw-on cover laces. 6roudilnq and pp pr p everycase,where such standard has been established. circuit rLMosrs,Imcluy a an existing OrculEs whkh remalr. meterinq shall complywith the local utill company and all low code device Is 600 areps or less,provide Bussman�ow-eok current 757)622-28281 fax(757)622-6883 direct y 9 fiienis P� IMiti fuses,Glass RKI on awls;RK5(with dual a ement A11 equipment of similar type shall be of the sane a require ng p „w",,,a„ manufacturer. 6. More 2 or 3 pole breaker units are called far,thou shall be on unit Fusetron up to 100 A;abonvge 100 A dual element Low Peak), .11 " B. Requirements of Regulatory antics: �� of with common busses tr`iph all be as polewn m un is wwit handle ties. capacity DISTRIBUTION PANELKings. BOARD5 ^Dated interrupting We�Bussma�ipOO mil fuses,GI as"1", y V:.ROF�o q ^J A9 A. Provide sleeves in walls and floor slabs For the passage of all fi A. Panel bond shall be enclosed in steel cabinet of rlgldlhj and q�We ha inn an In flog rate of 200p00 amps RMS unless noted �P,/F WAS", 1. All electrical work shall be In accordance with the conduits,pipes and ducts installed. Sleeves shall xFx set in 1. Panel boards shall be mauuFachred by Westinghouse,Square D, of steel per UL Standard m50 for cabinets. All panel boards shall otherwise. Prov de similar type,"HI-Cep'fuses where shown. 'zG, National Electrical Code MEL),current edition,and an�44 place In Sufficient time,ahead of concrete work,so as not to Siemens or General Electric. be provided with door locks,all keyed alike. amendments to the National Electrical Gods made by P. delay that work. r4 y local Code Officials. L. OutsidecactorDlneludirrngaa 24 Vocal tr`asfo aid sl�ll be Hire.furnished tbe� B. Bus structure shall be copper. �sol to our realer than the O*.,'PF.49192tiOj CUTTING AND PATCHING W 2. More applicable,all fixtures,equipment and materials E ands Cat.a55-665. sh-button shell be Edwards GaA�852 with G. Short clrwit current ratenq shall be q shall be m approved or listed by the fallowi g agencies: A. Perform all cuttingand atchi required to complete Use Work, stainless steel plate. -liable shot circuit at the panel board,but no less than 50p00 pp ^9 eq P amperes symmetrical. a. Facto Mutual Laboratories. except where specifically shown on the Architechmal or Structural Drawings. Patchlnqq shall match existing and shall be D. Panel bawds shall be as shown on the draw inr�gqs with main I s main It, National Fire Protection Association. coordinated with Dollar Tres s representative. beakers,branch bolt-on breakers, ones ar7 aces as s�clieduled. C* Uderwriters Laboratories,Inc.NL) Provide G.F.I.breakers as required�Pmel bonds sFaII sbe s d. National Electrical Manufacturers Association(NEMA) DEMOLITION manufactured by General Electric,Westinghouse,Square D or e. Americans with Disabilities Act(ADA) Siemens. C. Allowable Tolerances: A. Any existing electrical equipment,Ilghtlnq flxtures,unction boxes,receptacles etc.that are not innddicatoo to reused or E. Provide a typewritten a directo far each panel,identifying the I. Review Architectural,Structural ad Mechanical Drawings abandon b pplace;(mall be disconnected from all yP P� r4 Pa y 9 g utllitles black to 4;source and removed co letel.Verlf on use of each Urcult including any existing circuits which remain. for all dimensions,locations,pm,1tims ad walls, mp structural details,and lacatlon of mechanical pipes and site.Cep or terminate existing utility as required oseur DRY TYPE TRANSFORMER ducts so that the electrical Installation shall be Ien proper working order. p qqUU coordination with that of the other trades. A. ventilated transformers sdlndkated an p11ms,NEMA U�U480Vrdsltafprein t4 to 2. Exact location and electrical requirements of uipment 120/208v,30,4 wire WE secondary,50urtz,NEMA I enclo4we. furnished bu other trades and wired bbuu this curt actor B. Wiring Aluminum 220 deg c.Insulation system,150 deg rise. shall be obtained From the Drawings of the other trades. C. Nominal 5%Ynpedaice D. Tap5(2)2-1/2%above and below normal. E. 75 l rated unless otherwise noted. IInl1 0 u00 00 LLI 0 L _O z � O Q z V o o 'v OZ OQ � � J O W O NOTE: 2 O LU DRAWING 0 J S AND SPECIFICATIONS ARE TO BE CONSIDERED AS SUPPLEMENTING EACH Q (] � OTHER.WORK 5PECIFIED BUT NOT 5HONN ON DRAWIN65,OR 5HOI1N ON DRAWING5 BUT L.L ¢ LU NOT SPECIFIED,SHALL BE PERFORMED OR FURNISHED AS THOUGH MENTIONED IN BOTH SPECIFICATIONS AND DRAWINGS.IF NOT OTHERN15E DIRECTED,INSTALLATION OF ALL SY5TEM5 AND EQUIPMENT SHALL BE IN AGGORDANGE WITH APPLICABLE GODE5 AND IN ACCORDANCE WITH MANUFAGTURER'S INSTALLATION INSTRUCTIONS.WHERE WORK DESCRIBED IN THE SPECIFICATIONS 15 IN CONFLICT WITH THE WORK SHOWN ON THE �x DRAWINGS,THE CONTRACTOR SHALL SUPPLY THE GREATER QUANTITY,QUALITY AND o � CO5T VIA THE BID AND CONTACT THE ENGINEER FOR CLARIFICATION ON DIRECTION rs Tt PRIOR TO INSTALLATION. sheet E4 Interior • • Summary LTG-SUM 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Jan 2014 Project Info Project Address DOLLAR TREE(DEAL#8880) Date 4/28/2015 Compliance Former Food Pavilion For Building Department Use forms do not require a Arlington,WA password to Applicant Name: DOLLAR TREE use. Instructional and Applicant Address: calculating cells are write- Applicant Phone: Project Description ❑ New Building ❑ Addition [Z Alteration Plans Included Lighting Compliance Path O Lighting Power Density Calculations O Total Building Performance (If Total Building Performance then only LGT-CHK is required.) Lighting Power Allowance Q Building Area Method 0 Space-By-Space Method Method Selection required to enable LPA forms Interior Lighting System New T8 fluorescent lighting utilizing strip lighti i h reflectors and controlled Description with a combination of an energy manage ��tjrFA S)and motion sensors in areas as shown on plans. ��r:- ; -r r r V`,AS,� �, �? Briefly describe lighting system type and features. )' O Additions and Change of Space Use (C1O1.4.3 &C1O1.4.4) 491�J ❑ Addition area or Change of Space Use area complies with all applicable provisions ilvneproj. �`' p� ' ❑ Addition area is combined with existing building lighting systems to demonstrate compliakc ppi�able provisions per C101.4.3 Provide Building Area Method(LTG-INT-BLD)or Space-By-Space Method(LTG-INT-SPACE)Compliance Form.Document maximum allowed and proposed(including existing if applicable)lighting wattage of Addition or Change of Use space.Provide applicable lighting controls per C405.2 and commissioning of lighting controls per C405.13. Alterations, Renovations and Repairs (C1O1.4.3.1) 60%or more of luminaires in space replaced Provide Building Area Method(LTG-INT-BLD)or Space-By-Space Method(LTG-INT-SPACE)Compliance Form.Document maximum allowed wattage within the lighting retrofit space in Maximum Allowed Wattage table and proposed(including existing)lighting wattage in Proposed Wattage table.Retrofit and non-retrofit spaces shall be documented separately using multiple forms. ❑ Less than 60%of luminaires in space replaced Provide a separate Space-By-Space Method(LTG-INT-SPACE)Compliance Form for this retrofit area.Document existing total wattage within the lighting retrofit space in cell provided in the Maximum Allowed Wattage table.Document proposed(including existing)lighting wattage in the Proposed Wattage table. ❑ Lamp and/or ballast replacement within existing luminaires only—existing total interior building wattage not increased Q New wiring installed to serve added fixtures and/or fixtures relocated to new circuit Provide applicable manual lighting controls(C405.2.1),occupancy sensors(C405.2.2.2),daylight zone controls(C405.2.2.3),specific application controls(C405.2.3),and commissioning of lighting controls per C405.13 New or moved lighting panel Provide all applicable lighting controls as noted for New Wiring,automatic time switch controls(C405.2.2.1),and commissioning of lighting controls per C405.13. ❑ Space is reconfigured-luminaires unchanged or moved only Provide all applicable lighting controls as noted for New bring and commissioning of lighting controls per C405.13. [] No changes are being made to the interior lighting and space use not changed. ,Interior • • Space-By-Space LTG-INT-SPACE 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Jan 2014 Project Address DOLLAR TREE(DEAL#8880) Date 4/28/2015 Lighting Alterations, Renovations &Building Additions For Building Department Use 0 Less than 60% © 60%or more 0 Stand alone 0 Addition Notes: a.Lighting fixtures in a building addition may comply as a stand alone project,or they may be combined with the overall existing bldg lighting to demonstrate compliance.Refer to C101.4.3. b.For retrofits and building additions,provide Space Types and gross interior areas in the Maximum Allowed Lighting table.If a builidng addition will comply as combined with the overall existing builidng, include all applicable existing Space Types and gross interior areas. c.Document new fixtures and all existing to remain fixtures in the Proposed Lighting table. d. If less than 60%of existing fixtures will be replaced,provide total existing lighting wattage (prior to retrofit)in the space provided in the Maximum Allowed Lighting table. Maximum Allowed Lighting Wattage Location(plan#, Allowed Gross Interior Watts Allowed room#) Space Type" Watts per ft2 Area in ft2 (watts/ft2 x area) E2-SALES Retail:Sales area 1.68 7112 11948 E2-HALL Corridor/transition 0.66 95 63 E2-TOILET 1 Restroom 0.98 80 78 E2-TOILET 2 Restroom 0.98 80 78 E2-STOCK RM Warehouse:Medium/bulky material 0.58 1602 929 Atrium** Enter Height: Existing Lighting Enter Exist.Watts:' Retail Display Allowance from LTG-INT-DISPLAY' Select Table C405.5.2(2)category from drop down menu. Area Allowed Watts For atriums,indicate height.Allowed wattage for first 40 feet is 0.03 W/ft.ht., Total 8969 13097 above 40 feet is 0.02 W/ft.ht. Proposed Lighting Wattage Location(plan#, Number of Watts/ Watts room#) Fixture Description— Fixtures Fixture Proposed E2-SALES 2x4FT,3-LAMP,T8 ELECTRONIC BALLAST, FLUORESCENT 72 96 6912 TROFFER E2-SALES 8FT,2-LAMP,T8 ELECTRONIC BALLAST,STRIP LIGHT 33 64 2112 FLUORESCENT STRIP WITH REFLECTOR E2-SALES 4FT,1-LAMP,T8 ELECTRONIC BALLAST,STRIP LIGHT 5 32 160 FLUORESCENT STRIP WITH REFLECTOR E2-TOILET 1 4FT,1-LAMP,T8 ELECTRONIC BALLAST,STRIP LIGHT 1 32 32 FLUORESCENT STRIP WITH REFLECTOR E2-TOILET 2 4FT,1-LAMP,T8 ELECTRONIC BALLAST,STRIP LIGHT 1 32 32 FLUORESCENT STRIP WITH REFLECTOR E2-STOCK RM 8FT,2-LAMP,T8 ELECTRONIC BALLAST,STRIP LIGHT 7 64 448 FLUORESCENT STRIP WITH REFLECTOR E2-HALL 8FT,2-LAMP,T8 ELECTRONIC BALLAST,STRIP LIGHT 1 64 64 FLUORESCENT STRIP WITH REFLECTOR Retail Display Lighting from LTG-INT-DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Wattl 9760 Include existing to remain lighting fixtures and exempt lighting equipment per notes below. Notes: 1. Include ALL proposed lighting fixtures. 2.For proposed Fixture Description,indicate fixture type,lamp type(e.g. T-8), number of lamps in the fixture,and ballast type(if included).For track lighting,list the length of the track(in feet)in addition to the fixture,lamp,and ballast information. 3.For proposed Watts/Fixture,use manufacturer's listed maximum input wattage of the fixture(not simply the lamp wattage)and other criteria as specified in Section C405.5.1.For line voltage track lighting,list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices of the transformer.For low voltage track lighting list the transformer rated wattage. 4.For lighting equipment eligible for exemption per C405.5.1,note exception number and leave Watts/Fixture blank. 5.Document existing to remain fixtures in Proposed Lighting table in the same manner as new fixtures.Identify as existing in fixture description. 6.If#NA appears in Retail Display cells,information on L TG-INT-DISPLA Y is incomplete. Interior Lighting Power Allowance COMPLIES Interior Display Lighting - Space-by-Space LTG-INT-DISPLAY 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Jan 2014 Project Info Project Address DOLLAR TREE(DEAL#8880) Date 4/28/2015 Former Food Pavilion For Building Department Use Arlington,WA Applicant Name: DOLLAR TREE Maximum Allowed Display Lighting Wattage Location(plan Allowed Gross Interior Watts Allowed room#) Retail Display Area Type" Watts per ft2. Area in ft2 (watts/ft2 x area) Only retail sales areas that meet the requirements defined in Table C405.5.2(2) Area Area Watts_ footnote A may be entered here. Select retail sales areas form drop down menu. Total `*Wattages per Table C405.5.2(2)footnote A. ++Display light allowance per footnote A calculation. Display Lighting Base Allowance ++Total Display Allowance Proposed Display Lighting Wattage Only separately controlled display fixtures independent of general area lighting per Table C405.5.2(2)footnote A may be entered here. Location(plan#, Number of Watts/ Wafts Display Area` room#) Fixture Description Fixtures Fixture Proposed Select retail sales display area from drop down menu. Total Proposed Watts Proposed Display Retail 1 Retail 2 Retail 3 Retail 4 Lighting Totals Notes: 1.For proposed Display Fixture Description,indicate fixture type,lamp type(e.g. T-8),number of lamps in the fixture,and ballast type(if included). For track lighting,list the length of the track(in feet)in addition to the fixture,lamp, and ballast information. 2.For proposed Watts/Fixture,use manufacturer's listed maximum input wattage of the fixture(not simply the lamp wattage)and other criteria as specified in Section C405.5.1. For line voltage track lighting,list the greater of actual luminaire wattage or length of track multiplied by 50,or as applicable,the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3.List all display fixtures. Interior • • Building • • 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Jan 2014 Project Address DOLLAR TREE(DEAL#8880) Date 4/28/2015 Lighting Alterations, Renovations &Building Additions For Building Department use O Less than 60% 60%or more O Stand alone O Addition Notes: a.Lighting fixtures in a building addition may comply as a stand alone project,or they may be combined with the overall existing bldg lighting to demonstrate compliance.Refer to C101.4.3. b.For retrofits and building additions,provide Building Area types and gross interior areas in the Maximum Allowed Lighting table.If a builidng addition will comply as combined with the overall existing builidng,include all applicable existing Building Area types and gross interior areas. c.Document new fixtures and all existing to remain fixtures in the Proposed Lighting table. d. If less than 60%of existing fixtures will be replaced, use L TG-INT-SPA CE form. Space-By-Space method selected. Use LTG-INT-SPACE form. Location(plan#, Allowed Gross Interior Watts Allowed Building Area* room#,or ALL) Area Description Watts per ft2 Area in ft2 (watts/ft2 x area) * Select Table C405.5.2(1)Building Area from drop down menu. Total Space-By-Space method selected. Use LTG-INT-SPACE form. Location(plan#, Number of Watts/ Watts Building Area* room#) Fixture Description** Fixtures Fixture Proposed * Select Table C405.5.2(1)Building Area from drop down menu. **Include existing to remain lighting and exempt lighting equipment per notes below. Compliance by Building Area Total Allowed Total Proposed Interior Lighting Power Building Area Warnings Watts Watts Allowance Total -----� Notes: 1.Proposed Wattage for each Building Area type shall not exceed the Allowed Wattage for that Building Area type. Trading wattage between Building Area types is not allowed under the Building Area Method compliance path. 2.Proposed fixtures must be listed in the building area in which they occur. Include ALL proposed lighting fixtures. 3.For proposed Fixture Description,indicate fixture type,lamp type(e.g. T-8),number of lamps in the fixture,and ballast type(if included).For track lighting,list the length of the track(in feet)in addition to the fixture,lamp,and ballast information. 4.For proposed Watts/Fixture,use manufacturer's listed maximum input wattage of the fixture(not simply the lamp wattage)and other criteria as specified in Section C405.5.1.For line voltage track lighting,list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer.For low voltage track lighting list the transformer rated wattage. 5.For lighting equipment eligible for exemption per C405.5.1,note exception number and leave Watts/Fixture blank. 6.Document existing to remain fixtures in Proposed Lighting table in the same manner as new fixtures.Identify as existing in fixture description. Exterior • • Summary LTG-EXT 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Jan 2014 Project Info Project Address: DOLLAR TREE(DEAL#8880) Date 4/28/2015 Former Food Pavilion For Building Department Use Arlington,WA Applicant Name: DOLLAR TREE Applicant Addr: Applicant Phone: Project Description ❑ New Building ❑ Addition ❑✓ Alteration ❑Plans Included Lighting Zone As specified by jurisdiction. Zone selection O Zone 1 Q Zone 2 (• Zone 3 0 Zone 4 required to enable LTG-EXT form Compliance Option 0 Lighting Power Density Calculations 0 Total Building Performance Building Grounds ❑Efficacy>60 IumensNv ❑ Controlled by motion sensor Applies to luminaires> 100 Watts ❑ Exemption(list) Exterior Lighting Alteration ❑ No changes are being made to the existing exterior lighting ❑✓ New wiring installed to serve added fixtures and/or fixtures relocated to new circuit Provide applicable exterior lighting controls per C405.2.4 and commissioning per Tradable Maximum Allowed Lighting Wattage Base Site Allowance: 750 Allowed a s Area( ), perimeter Allowed Watts Tradable Surfaces Surface Description per fe or per If (If)or#of items x fe(or x If) Total Allowed Tradable Watts:F Tradable Proposed Lighting Wattage (use mfgrlisted maximum input wattage forluminaire.) Number of Watts/ Watts Tradable Surface Fixture Description Fixtures Fixture Proposed Total proposed tradable watts may not exceed the sum of total allowed tradable Total Proposed Tradable Watts: watts plus the base site allowance. Any base site allowance not needed to make tradable watts comply can be applied to individual non-tradable categories. Non-Tradable Maximum Allowed Lighting Wattage Base Site Allowance Remaining: 750 Allowed Watts Area(ff), perimeter Allowed Watts Non-Tradable Surfaces Surface Description per fe or per If (If)or#of items x fe(or x If) Bldg. Facade (by area) REAR STOCKROOM AND REAR EGRESS DOORS 0.15 W/fU 100 15 Non-Tradable Proposed Lighting Wattage Number of Watts/ Watts Non-Tradable Surface Fixture Description Fixtures Fixture Proposed Bldg. Facade (by area) 70W MH WALL PACK 1 96 96 '.. Non-tradable proposed watts may not exceed allowed watts for any individual Total excess Non-Tradable watts: 81 surface unless the total excess watts for all non-tradable surfaces are less than the remaining site allowance. Site Allowance Balance: 669 Exterior Lighting COMPLIES WITH SITE ALLOWANC Lighting, Motor, andTransformerDocuments 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Jan 2014 Project Address DOLLAR TREE(DEAL#8880) Date 4/28/2015 The following inbrmation is necessary to check a permit application for compliance with the lighting,motor,and transformer requirements in the Washington State Energy Code,Commercial Provisions. Applicability Location in Building Department (yes,no,na) Code Section Component Compliance information required in permit documents Documents Notes LIGHTING CONTROLS(Section C405.2) C405.2.1.1 Manual interior Indicate on plans the manual control type&locations served; E1/E2 --- Yes Indicate of plans the 50%lighting load reduction method C405.2.1.2 lighting controls El/E2/EM# provided or identify exception taken Indicate lighting system automatic shut-off capability-identify E1/E2 lighting zone areas served on plans; Automatic time Indicate locations of override switches on plans and the areas Yes C405.2.2.1 switch controls and E1/E2 override switching served,include area sq.ft.; Indicate locations where automatic shutoff is provided by other E2 methods(occupancy sensor,daylight controls,etc) Yes C405.2.2.2 Occupancy sensors Indicate on plans the locations served by occupancy sensors E2 Daylight zones- Indicate vertical fenestration primary and secondary daylight E2 Yes C405.2.2.3 Vertical fenestration zone areas on plans,include sq.ft.; and skylights Indicate skylight daylight zone areas on plans,include sq.ft. NA Yes C405.2.2.3.2 Daylight zone Indicate on plans the locations served by daylight zone controls; E2 controls Indicate in plans the lighting load reduction(dimming)method- E2 stepped or continuous dimming Specific application Indicate on plans the locations served by specific application NA C405.2.3 lighting controls- lighting controls General Indicate lighting control method for display and accent lighting, NA C405.2.3- Display and accent and display case lighting; Items 1&2 lighting Indicate these fixtures are controlled independently from both general area lighting and other lighting applications within the same space C405.2.3- Hotel/motel guest Provide a lighting control device at each guest room entry for all NA Item 3 rooms permanently installed fixtures in guest room; '.. Indicated whether lighting control is manual or automatic NA C405.2.3- Supplemental task Provide automatic shut-off vacancy controls for supplemental Item 4 lighting task lighting,including under-shelf or under-cabinet lighting Identify eligible non-visual applications and method of lighting NA C405.2.3- Lighting for non- control; Item 5 visual applications Indicate these fixtures are controlled independently from both general area lighting and other lighting applications within the same space Indicate lighting control method for lighting equipment for sale C405.2.3- Lighting equipment or demonstration; NA for sale or Indicate these fixtures are controlled independently from both Item 6 demonstration general area lighting and other lighting applications within the same space If egress lighting power density is greater than 0.05W/ft 2, C405.2.3- Means of egress indicate method of automatic shut-off during unoccupied E2 Yes Item 7 lighting periods; Identify on plans the egress fixtures that function as both normal E2 and emergency means of egress illumination C40510 Cooler and freezer Provide vacancy device or timer to turn off fixtures within 15 . NA minutes of unoccupancy for cooler and freezer lighting fixtures C405.11 lighting with lamp efficacy less than 40 lumens per watt Exterior lighting Indicate on exterior lighting plans the automatic lighting control Yes C405.2.4 E2 controls method and locations served Exterior building Provide motion sensor controls for building grounds fixtures NA C405.6.1 grounds lighting rated at greater than 100 watts with lamp efficacy less than 60 controls lumens,or identify exception taken Identify applicable commissioning documentation requirements per Section C408 or eligibility for exception; NA C408.3 Lighting system Provide written procedures for functional testing of all automatic functional testing controls and describe the expected system response; Identify in construction documents the party responsible for functional testing of automatic lighting controls INTERIOR LIGHTING POWER&EFFICACY Sections C405.5,C405.10,C405.11 ', Lighting, Motor, andTransformerDocuments 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Jan 2014 Project Address DOLLAR TREE(DEAL#8880) Date 4/28/2015 The following information is necessary to check a permit application for compliancewith the lighting,motor,and transformer requirements in the Washington State Energy Code,Commercial Provisions. Applicability Location in Building Department (yes,no,na) Code Section Component Compliance information required in permit documents Documents Notes Provide fixture schedule with fixture types,lamps,ballasts,and E2 rated watts per fixture; C405.5.1 Identify spaces eligible for lighting power exemption on plans C405.5.1.1 Total connected and in compliance forms; NA Yes C405.5.1.2 C405.5.1.3 interior lighting power Identify lighting equipment eligible for exemption in fixture C405.5.1.4 schedule and in compliance forms; NA Indicate that exempt lighting equipment is in addition to general NA area lighting and is controlled independently Yes C405.4 Exit signs Provide exit sign types and rated watts per fixture in fixture E2 schedule(maximum 5 watts per fixture) C405.10 Cooler and freezer For lighting in walk-in coolers and freezers,and refrigerated NA C405.11 lighting warehouse coolers and freezers,provide rated lamp efficacy(in lumens per watt)in fixture schedule Lighting Power Calculation-Indicate compliance path taken Complete required compliance forms—proposed wattage per NA C405.5.2 Building Area Method building area does not exceed maximum allowed wattage per building area.Identify locations of building areas on plans Complete required compliance forms—total proposed wattage Yes C405.5.2 Space-By-Space does not exceed maximum allowed wattage.Identify locations Method of space types on plans,including retail display areas as applicable EXTERIOR LIGHTING POWER&EFFICACY Section C405.6 Provide fixture schedule with fixture types,lamps,ballasts,and E2 Total connected rated watts per fixture; Identify exterior applications eligible for lighting power Yes C405.6.2 exterior lighting NA power exemption on plans and in compliance forms; Indicate that exempt exterior lighting is controlled independently NA from non-exempt exterior lighting Yes Table Exterior lighting zone Indicate building exterior lighting zone as defined by the AHJ C405.6.2(1) Exterior building For building grounds fixtures rated at greater than 100 watts, NA C405.6.1 provide rated lamp efficacy(in lumens per watt)in fixture grounds lighting schedule Exterior lighting Complete required compliance form—proposed wattage for Yes C405.6.2 exterior lighting plus base site allowed does not exceed power calculations maximum allowed MOTORS&TRANSFORMERS(Sections C405.8,C405.9) NA C405.8 Electric Motors For motors not part of an HVAC system,provide electric motor schedule on electrical plans with hp,rpm,and rated efficiency NA C405.9 Transformers Provide distribution transformer schedule on electrical plans '... with transformer size and efficiency If"no" is selected for any question, provide explanation: Interior • • Summary LTG-SUM 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Jan 2014 Project Info Project Address DOLLAR TREE(DEAL#8880) Date 4/28/2015 Compliance Former Food Pavilion For Building Department Use forms do not require a Arlington,WA password to Applicant Name: DOLLAR TREE use. Instructional and Applicant Address: calculating cells are write- Applicant Phone: Project Description ❑ New Building ❑ Addition [Z Alteration Plans Included Lighting Compliance Path O Lighting Power Density Calculations O Total Building Performance (If Total Building Performance then only LGT-CHK is required.) Lighting Power Allowance Q Building Area Method 0 Space-By-Space Method Method Selection required to enable LPA forms Interior Lighting System New T8 fluorescent lighting utilizing strip lighti i h reflectors and controlled Description with a combination of an energy manage ��tjrFA S)and motion sensors in areas as shown on plans. ��r:- ; -r r r V`,AS,� �, �? Briefly describe lighting system type and features. )' O Additions and Change of Space Use (C1O1.4.3 &C1O1.4.4) 491�J ❑ Addition area or Change of Space Use area complies with all applicable provisions ilvneproj. �`' p� ' ❑ Addition area is combined with existing building lighting systems to demonstrate compliakc ppi�able provisions per C101.4.3 Provide Building Area Method(LTG-INT-BLD)or Space-By-Space Method(LTG-INT-SPACE)Compliance Form.Document maximum allowed and proposed(including existing if applicable)lighting wattage of Addition or Change of Use space.Provide applicable lighting controls per C405.2 and commissioning of lighting controls per C405.13. Alterations, Renovations and Repairs (C1O1.4.3.1) 60%or more of luminaires in space replaced Provide Building Area Method(LTG-INT-BLD)or Space-By-Space Method(LTG-INT-SPACE)Compliance Form.Document maximum allowed wattage within the lighting retrofit space in Maximum Allowed Wattage table and proposed(including existing)lighting wattage in Proposed Wattage table.Retrofit and non-retrofit spaces shall be documented separately using multiple forms. ❑ Less than 60%of luminaires in space replaced Provide a separate Space-By-Space Method(LTG-INT-SPACE)Compliance Form for this retrofit area.Document existing total wattage within the lighting retrofit space in cell provided in the Maximum Allowed Wattage table.Document proposed(including existing)lighting wattage in the Proposed Wattage table. ❑ Lamp and/or ballast replacement within existing luminaires only—existing total interior building wattage not increased Q New wiring installed to serve added fixtures and/or fixtures relocated to new circuit Provide applicable manual lighting controls(C405.2.1),occupancy sensors(C405.2.2.2),daylight zone controls(C405.2.2.3),specific application controls(C405.2.3),and commissioning of lighting controls per C405.13 New or moved lighting panel Provide all applicable lighting controls as noted for New Wiring,automatic time switch controls(C405.2.2.1),and commissioning of lighting controls per C405.13. ❑ Space is reconfigured-luminaires unchanged or moved only Provide all applicable lighting controls as noted for New bring and commissioning of lighting controls per C405.13. [] No changes are being made to the interior lighting and space use not changed. ,Interior • • Space-By-Space LTG-INT-SPACE 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Jan 2014 Project Address DOLLAR TREE(DEAL#8880) Date 4/28/2015 Lighting Alterations, Renovations &Building Additions For Building Department Use 0 Less than 60% © 60%or more 0 Stand alone 0 Addition Notes: a.Lighting fixtures in a building addition may comply as a stand alone project,or they may be combined with the overall existing bldg lighting to demonstrate compliance.Refer to C101.4.3. b.For retrofits and building additions,provide Space Types and gross interior areas in the Maximum Allowed Lighting table.If a builidng addition will comply as combined with the overall existing builidng, include all applicable existing Space Types and gross interior areas. c.Document new fixtures and all existing to remain fixtures in the Proposed Lighting table. d. If less than 60%of existing fixtures will be replaced,provide total existing lighting wattage (prior to retrofit)in the space provided in the Maximum Allowed Lighting table. Maximum Allowed Lighting Wattage Location(plan#, Allowed Gross Interior Watts Allowed room#) Space Type" Watts per ft2 Area in ft2 (watts/ft2 x area) E2-SALES Retail:Sales area 1.68 7112 11948 E2-HALL Corridor/transition 0.66 95 63 E2-TOILET 1 Restroom 0.98 80 78 E2-TOILET 2 Restroom 0.98 80 78 E2-STOCK RM Warehouse:Medium/bulky material 0.58 1602 929 Atrium** Enter Height: Existing Lighting Enter Exist.Watts:' Retail Display Allowance from LTG-INT-DISPLAY' Select Table C405.5.2(2)category from drop down menu. Area Allowed Watts For atriums,indicate height.Allowed wattage for first 40 feet is 0.03 W/ft.ht., Total 8969 13097 above 40 feet is 0.02 W/ft.ht. Proposed Lighting Wattage Location(plan#, Number of Watts/ Watts room#) Fixture Description— Fixtures Fixture Proposed E2-SALES 2x4FT,3-LAMP,T8 ELECTRONIC BALLAST, FLUORESCENT 72 96 6912 TROFFER E2-SALES 8FT,2-LAMP,T8 ELECTRONIC BALLAST,STRIP LIGHT 33 64 2112 FLUORESCENT STRIP WITH REFLECTOR E2-SALES 4FT,1-LAMP,T8 ELECTRONIC BALLAST,STRIP LIGHT 5 32 160 FLUORESCENT STRIP WITH REFLECTOR E2-TOILET 1 4FT,1-LAMP,T8 ELECTRONIC BALLAST,STRIP LIGHT 1 32 32 FLUORESCENT STRIP WITH REFLECTOR E2-TOILET 2 4FT,1-LAMP,T8 ELECTRONIC BALLAST,STRIP LIGHT 1 32 32 FLUORESCENT STRIP WITH REFLECTOR E2-STOCK RM 8FT,2-LAMP,T8 ELECTRONIC BALLAST,STRIP LIGHT 7 64 448 FLUORESCENT STRIP WITH REFLECTOR E2-HALL 8FT,2-LAMP,T8 ELECTRONIC BALLAST,STRIP LIGHT 1 64 64 FLUORESCENT STRIP WITH REFLECTOR Retail Display Lighting from LTG-INT-DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Wattl 9760 Include existing to remain lighting fixtures and exempt lighting equipment per notes below. Notes: 1. Include ALL proposed lighting fixtures. 2.For proposed Fixture Description,indicate fixture type,lamp type(e.g. T-8), number of lamps in the fixture,and ballast type(if included).For track lighting,list the length of the track(in feet)in addition to the fixture,lamp,and ballast information. 3.For proposed Watts/Fixture,use manufacturer's listed maximum input wattage of the fixture(not simply the lamp wattage)and other criteria as specified in Section C405.5.1.For line voltage track lighting,list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices of the transformer.For low voltage track lighting list the transformer rated wattage. 4.For lighting equipment eligible for exemption per C405.5.1,note exception number and leave Watts/Fixture blank. 5.Document existing to remain fixtures in Proposed Lighting table in the same manner as new fixtures.Identify as existing in fixture description. 6.If#NA appears in Retail Display cells,information on L TG-INT-DISPLA Y is incomplete. Interior Lighting Power Allowance COMPLIES Interior Display Lighting - Space-by-Space LTG-INT-DISPLAY 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Jan 2014 Project Info Project Address DOLLAR TREE(DEAL#8880) Date 4/28/2015 Former Food Pavilion For Building Department Use Arlington,WA Applicant Name: DOLLAR TREE Maximum Allowed Display Lighting Wattage Location(plan Allowed Gross Interior Watts Allowed room#) Retail Display Area Type" Watts per ft2. Area in ft2 (watts/ft2 x area) Only retail sales areas that meet the requirements defined in Table C405.5.2(2) Area Area Watts_ footnote A may be entered here. Select retail sales areas form drop down menu. Total `*Wattages per Table C405.5.2(2)footnote A. ++Display light allowance per footnote A calculation. Display Lighting Base Allowance ++Total Display Allowance Proposed Display Lighting Wattage Only separately controlled display fixtures independent of general area lighting per Table C405.5.2(2)footnote A may be entered here. Location(plan#, Number of Watts/ Wafts Display Area` room#) Fixture Description Fixtures Fixture Proposed Select retail sales display area from drop down menu. Total Proposed Watts Proposed Display Retail 1 Retail 2 Retail 3 Retail 4 Lighting Totals Notes: 1.For proposed Display Fixture Description,indicate fixture type,lamp type(e.g. T-8),number of lamps in the fixture,and ballast type(if included). For track lighting,list the length of the track(in feet)in addition to the fixture,lamp, and ballast information. 2.For proposed Watts/Fixture,use manufacturer's listed maximum input wattage of the fixture(not simply the lamp wattage)and other criteria as specified in Section C405.5.1. For line voltage track lighting,list the greater of actual luminaire wattage or length of track multiplied by 50,or as applicable,the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3.List all display fixtures. Interior • • Building • • 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Jan 2014 Project Address DOLLAR TREE(DEAL#8880) Date 4/28/2015 Lighting Alterations, Renovations &Building Additions For Building Department use O Less than 60% 60%or more O Stand alone O Addition Notes: a.Lighting fixtures in a building addition may comply as a stand alone project,or they may be combined with the overall existing bldg lighting to demonstrate compliance.Refer to C101.4.3. b.For retrofits and building additions,provide Building Area types and gross interior areas in the Maximum Allowed Lighting table.If a builidng addition will comply as combined with the overall existing builidng,include all applicable existing Building Area types and gross interior areas. c.Document new fixtures and all existing to remain fixtures in the Proposed Lighting table. d. If less than 60%of existing fixtures will be replaced, use L TG-INT-SPA CE form. Space-By-Space method selected. Use LTG-INT-SPACE form. Location(plan#, Allowed Gross Interior Watts Allowed Building Area* room#,or ALL) Area Description Watts per ft2 Area in ft2 (watts/ft2 x area) * Select Table C405.5.2(1)Building Area from drop down menu. Total Space-By-Space method selected. Use LTG-INT-SPACE form. Location(plan#, Number of Watts/ Watts Building Area* room#) Fixture Description** Fixtures Fixture Proposed * Select Table C405.5.2(1)Building Area from drop down menu. **Include existing to remain lighting and exempt lighting equipment per notes below. Compliance by Building Area Total Allowed Total Proposed Interior Lighting Power Building Area Warnings Watts Watts Allowance Total -----� Notes: 1.Proposed Wattage for each Building Area type shall not exceed the Allowed Wattage for that Building Area type. Trading wattage between Building Area types is not allowed under the Building Area Method compliance path. 2.Proposed fixtures must be listed in the building area in which they occur. Include ALL proposed lighting fixtures. 3.For proposed Fixture Description,indicate fixture type,lamp type(e.g. T-8),number of lamps in the fixture,and ballast type(if included).For track lighting,list the length of the track(in feet)in addition to the fixture,lamp,and ballast information. 4.For proposed Watts/Fixture,use manufacturer's listed maximum input wattage of the fixture(not simply the lamp wattage)and other criteria as specified in Section C405.5.1.For line voltage track lighting,list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer.For low voltage track lighting list the transformer rated wattage. 5.For lighting equipment eligible for exemption per C405.5.1,note exception number and leave Watts/Fixture blank. 6.Document existing to remain fixtures in Proposed Lighting table in the same manner as new fixtures.Identify as existing in fixture description. Exterior • • Summary LTG-EXT 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Jan 2014 Project Info Project Address: DOLLAR TREE(DEAL#8880) Date 4/28/2015 Former Food Pavilion For Building Department Use Arlington,WA Applicant Name: DOLLAR TREE Applicant Addr: Applicant Phone: Project Description ❑ New Building ❑ Addition ❑✓ Alteration ❑Plans Included Lighting Zone As specified by jurisdiction. Zone selection O Zone 1 Q Zone 2 (• Zone 3 0 Zone 4 required to enable LTG-EXT form Compliance Option 0 Lighting Power Density Calculations 0 Total Building Performance Building Grounds ❑Efficacy>60 IumensNv ❑ Controlled by motion sensor Applies to luminaires> 100 Watts ❑ Exemption(list) Exterior Lighting Alteration ❑ No changes are being made to the existing exterior lighting ❑✓ New wiring installed to serve added fixtures and/or fixtures relocated to new circuit Provide applicable exterior lighting controls per C405.2.4 and commissioning per Tradable Maximum Allowed Lighting Wattage Base Site Allowance: 750 Allowed a s Area( ), perimeter Allowed Watts Tradable Surfaces Surface Description per fe or per If (If)or#of items x fe(or x If) Total Allowed Tradable Watts:F Tradable Proposed Lighting Wattage (use mfgrlisted maximum input wattage forluminaire.) Number of Watts/ Watts Tradable Surface Fixture Description Fixtures Fixture Proposed Total proposed tradable watts may not exceed the sum of total allowed tradable Total Proposed Tradable Watts: watts plus the base site allowance. Any base site allowance not needed to make tradable watts comply can be applied to individual non-tradable categories. Non-Tradable Maximum Allowed Lighting Wattage Base Site Allowance Remaining: 750 Allowed Watts Area(ff), perimeter Allowed Watts Non-Tradable Surfaces Surface Description per fe or per If (If)or#of items x fe(or x If) Bldg. Facade (by area) REAR STOCKROOM AND REAR EGRESS DOORS 0.15 W/fU 100 15 Non-Tradable Proposed Lighting Wattage Number of Watts/ Watts Non-Tradable Surface Fixture Description Fixtures Fixture Proposed Bldg. Facade (by area) 70W MH WALL PACK 1 96 96 '.. Non-tradable proposed watts may not exceed allowed watts for any individual Total excess Non-Tradable watts: 81 surface unless the total excess watts for all non-tradable surfaces are less than the remaining site allowance. Site Allowance Balance: 669 Exterior Lighting COMPLIES WITH SITE ALLOWANC Lighting, Motor, andTransformerDocuments 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Jan 2014 Project Address DOLLAR TREE(DEAL#8880) Date 4/28/2015 The following inbrmation is necessary to check a permit application for compliance with the lighting,motor,and transformer requirements in the Washington State Energy Code,Commercial Provisions. Applicability Location in Building Department (yes,no,na) Code Section Component Compliance information required in permit documents Documents Notes LIGHTING CONTROLS(Section C405.2) C405.2.1.1 Manual interior Indicate on plans the manual control type&locations served; E1/E2 --- Yes Indicate of plans the 50%lighting load reduction method C405.2.1.2 lighting controls El/E2/EM# provided or identify exception taken Indicate lighting system automatic shut-off capability-identify E1/E2 lighting zone areas served on plans; Automatic time Indicate locations of override switches on plans and the areas Yes C405.2.2.1 switch controls and E1/E2 override switching served,include area sq.ft.; Indicate locations where automatic shutoff is provided by other E2 methods(occupancy sensor,daylight controls,etc) Yes C405.2.2.2 Occupancy sensors Indicate on plans the locations served by occupancy sensors E2 Daylight zones- Indicate vertical fenestration primary and secondary daylight E2 Yes C405.2.2.3 Vertical fenestration zone areas on plans,include sq.ft.; and skylights Indicate skylight daylight zone areas on plans,include sq.ft. NA Yes C405.2.2.3.2 Daylight zone Indicate on plans the locations served by daylight zone controls; E2 controls Indicate in plans the lighting load reduction(dimming)method- E2 stepped or continuous dimming Specific application Indicate on plans the locations served by specific application NA C405.2.3 lighting controls- lighting controls General Indicate lighting control method for display and accent lighting, NA C405.2.3- Display and accent and display case lighting; Items 1&2 lighting Indicate these fixtures are controlled independently from both general area lighting and other lighting applications within the same space C405.2.3- Hotel/motel guest Provide a lighting control device at each guest room entry for all NA Item 3 rooms permanently installed fixtures in guest room; '.. Indicated whether lighting control is manual or automatic NA C405.2.3- Supplemental task Provide automatic shut-off vacancy controls for supplemental Item 4 lighting task lighting,including under-shelf or under-cabinet lighting Identify eligible non-visual applications and method of lighting NA C405.2.3- Lighting for non- control; Item 5 visual applications Indicate these fixtures are controlled independently from both general area lighting and other lighting applications within the same space Indicate lighting control method for lighting equipment for sale C405.2.3- Lighting equipment or demonstration; NA for sale or Indicate these fixtures are controlled independently from both Item 6 demonstration general area lighting and other lighting applications within the same space If egress lighting power density is greater than 0.05W/ft 2, C405.2.3- Means of egress indicate method of automatic shut-off during unoccupied E2 Yes Item 7 lighting periods; Identify on plans the egress fixtures that function as both normal E2 and emergency means of egress illumination C40510 Cooler and freezer Provide vacancy device or timer to turn off fixtures within 15 . NA minutes of unoccupancy for cooler and freezer lighting fixtures C405.11 lighting with lamp efficacy less than 40 lumens per watt Exterior lighting Indicate on exterior lighting plans the automatic lighting control Yes C405.2.4 E2 controls method and locations served Exterior building Provide motion sensor controls for building grounds fixtures NA C405.6.1 grounds lighting rated at greater than 100 watts with lamp efficacy less than 60 controls lumens,or identify exception taken Identify applicable commissioning documentation requirements per Section C408 or eligibility for exception; NA C408.3 Lighting system Provide written procedures for functional testing of all automatic functional testing controls and describe the expected system response; Identify in construction documents the party responsible for functional testing of automatic lighting controls INTERIOR LIGHTING POWER&EFFICACY Sections C405.5,C405.10,C405.11 ', Lighting, Motor, andTransformerDocuments 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Jan 2014 Project Address DOLLAR TREE(DEAL#8880) Date 4/28/2015 The following information is necessary to check a permit application for compliancewith the lighting,motor,and transformer requirements in the Washington State Energy Code,Commercial Provisions. Applicability Location in Building Department (yes,no,na) Code Section Component Compliance information required in permit documents Documents Notes Provide fixture schedule with fixture types,lamps,ballasts,and E2 rated watts per fixture; C405.5.1 Identify spaces eligible for lighting power exemption on plans C405.5.1.1 Total connected and in compliance forms; NA Yes C405.5.1.2 C405.5.1.3 interior lighting power Identify lighting equipment eligible for exemption in fixture C405.5.1.4 schedule and in compliance forms; NA Indicate that exempt lighting equipment is in addition to general NA area lighting and is controlled independently Yes C405.4 Exit signs Provide exit sign types and rated watts per fixture in fixture E2 schedule(maximum 5 watts per fixture) C405.10 Cooler and freezer For lighting in walk-in coolers and freezers,and refrigerated NA C405.11 lighting warehouse coolers and freezers,provide rated lamp efficacy(in lumens per watt)in fixture schedule Lighting Power Calculation-Indicate compliance path taken Complete required compliance forms—proposed wattage per NA C405.5.2 Building Area Method building area does not exceed maximum allowed wattage per building area.Identify locations of building areas on plans Complete required compliance forms—total proposed wattage Yes C405.5.2 Space-By-Space does not exceed maximum allowed wattage.Identify locations Method of space types on plans,including retail display areas as applicable EXTERIOR LIGHTING POWER&EFFICACY Section C405.6 Provide fixture schedule with fixture types,lamps,ballasts,and E2 Total connected rated watts per fixture; Identify exterior applications eligible for lighting power Yes C405.6.2 exterior lighting NA power exemption on plans and in compliance forms; Indicate that exempt exterior lighting is controlled independently NA from non-exempt exterior lighting Yes Table Exterior lighting zone Indicate building exterior lighting zone as defined by the AHJ C405.6.2(1) Exterior building For building grounds fixtures rated at greater than 100 watts, NA C405.6.1 provide rated lamp efficacy(in lumens per watt)in fixture grounds lighting schedule Exterior lighting Complete required compliance form—proposed wattage for Yes C405.6.2 exterior lighting plus base site allowed does not exceed power calculations maximum allowed MOTORS&TRANSFORMERS(Sections C405.8,C405.9) NA C405.8 Electric Motors For motors not part of an HVAC system,provide electric motor schedule on electrical plans with hp,rpm,and rated efficiency NA C405.9 Transformers Provide distribution transformer schedule on electrical plans '... with transformer size and efficiency If"no" is selected for any question, provide explanation: GENERAL NOTES KEYED NOTES AJ HVAG ROOF 0UR55 SLOPED TO MATCH ROOF PITCH SHALL BE PROVIDED BY TENANT'S CONTRACTOR TO PROVIDE NEW 1141 NE EXHNJ5T FAN A5 SHOW ROUTE b"DIA CONTRACTOR AND ARE NOT PART OF THE NATIONAL ACCOUNT PROVISIONS. D DUCT UP THRU ROOF TO GOOSENECK.MAINTAIN 10'-0'FROM ALL OUTDOOR AIR BJ CONTRACTOR SHALL IDENTIFY ALL HVAG EQUIPMENT WITH STORE NAME AND UNIT INTAKES. W45ER USING PERMANENT,WEATHER PROOF 2"HIGH DIE-CUT LETTERS. EXISTING HVAG UNIT,CURB AND ROOF OPENING TO REMAIN.CONTRACTOR SHALL SERVICE HVAC COMPONENTS AND PROVIDE AND INSTALL NEW ACCESSORIES AND D-24/24 GJ PROVIDE PROPER CONDENSATE TRAP AND TERMINATE AS REQUIRED BY LOCAL CODE. 2 500 - CONTROLS A5 INDICATED ON PLANS,SCHEDULE AND NOTES. D RTU D D.) ANY PENETRATION THROUGH THE ROOF SHALL BE COORDINATED WITH THE LANDLORDS D 40 11 5 I D G-18/10 FIELD REPRESENTATIVE AND SHALL BE DONE BY A LANDLORD APPROVED ROOFING 3 COVER OPEN END OF RETURN DUCT WITH I"MESH HARDWARE CLOTH IN A REMOVABLE 4p 4 B_I2 CONTRACTOR IN ORDER TO MAINTAIN THE ROOFING WARRANTEE.ALL VENTS SHALL METAL FRAME.SEE DETAIL SHEET MP2. U:_� B6 ----, 520 Q w EXTEND A MINIMUM OF 12 INCHES ABOVE ROOF AND SHALL BE A MINIMUM OF 10 FEET CONNECT SUPPLY AND RETURN AIR DUCTS TO DROPS FROM UNIT WITH TRANSITION B12 .� = p y E 520 D-24/24 S FROM ANY OUTSIDE AIR INTAKE. FITTINGS.DO NOT"HARD TAP'DROPS FROM UNIT. Q v 1000 T _2 Z a m (2)0-24/24 >_ o _ EJ ALL DUCT 51ZC5 SHOWN ARE CLEAR INSIDE AIR FLOW DIMENSIONS. ADJJ5T DIFFUSER FOR FULL VERTICAL DISCHARGE INTO OFFICE BELOW. ry 500 ro 6/12 m e a u FJ DO NOT PROVIDE AIR EXTRACTORS OR 5PLITTER DAMPERS WHICH PROTRUDE INTO L_ ___ 9 Q O u� a 3 E RECTANGULAR TRUNK DUCTS(WHERE USED).PROVIDE ROUND SPIN-IN FITTINGS FOR 14 14 26/14 0-15/10 ROUND BRANCH DUCTS. D TENANTS CONTRACTOR SHALL INSTALL TENANTS VENDOR PROVIDED G02 SENSOR ON Q EF COLUMN AT('-0"A.F.F.TH15 5EN50R SHALL CONTROL RTU-12,3.SEE EMS 5Y5TEM G.) ROUND BRANCH DUCTS WHERE INDICATED ARE SAME 51ZE AS ATTAGFED DIFUSER NECK SHEETS FOR MORE INFORMATION. 5B0� Q 2 SIZE. HJ DO NOT SUSPEND ANY ITEMS FROM DECK OR SLAB ABOVE.ALL ITEMS SHALL D CONTRACTOR SHALL LOCATE BOTTOM OF STOCK ROOM DUCTWORK AS HIGH AS 6 SUSPENDED FROM STRUCTURE UNLE55 OTHERWISE NOTED.PROVIDE MISCELLANEOUS POSSIBLE ABOVE STOCK ROOM FLOOR ABOVE LIGHTS.ANY DEVIATION TO THI5 � �i STEEL A5 REQUIRED. DIMENSION DUE TO INTERFERENCE WITH ANY BUILDING OBSTRUCTIONS SUCH AS B-12 B-I2 B_I2 I WHERE GEILNG SPACE 15 NOT 5UFFIGIENT TO PERMIT TOP CONNECTION TO GEILING STRUCTURE,OVERHEAD DOORS,ETC.SHALL BE BROUGHT TO THE ATTENTION OF THE 520 520 500 D-24/24 DIFFUSER WITH PROPER BEND RADIUS FOR FLEXIBLE DUCT,CONTRACTOR SHALL ENGINEER PRIOR TO FABRICATING THE DUCTWORK. 5 RlU D 500 50081, FABRICATE AND/OR PROVIDE AN ADAPTER BOX FOR DIFFUSER TO PERMIT SIDE D TENANT'S CONTRACTOR TO PROVIDE NEW INLINE EXHAUST FAN AS SHOWN. 2 D CONNECTION OF FLEXIBLE DUCT. J.) CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL WORK WITH LANDLORDS FIELD PROVIDE LINE VOLTAGE THERM05TAT ABOVE REACH-IN5.COORDINATE WITH -1102 36/12 REPRESENTATIVE. ELECTRICAL. _ - KJ PROVIDE SUPPORT FOR PIPING ON ROOF PER LANDLORDS ROOFING CONTRACTORS 4 14 ry RECOMMENDATIONS. (2)0-24/24 LJ ALL EXISTING HVAG EQUIPMENT,DUCTWORK,DIFFUSERS AND PLUMBING FIXTURES NOT • B 12 1500 B 12 i INDICATED TO BE REUSED,SHALL BE REMOVED AND P15GONNEGTED FROM ALL UTILITIES 500 0 500 ry 4r �� 18/10 COMPLETE.VERIFY ON SITE. Qci 0 MJ ORMIN65 AND SPECIFICATIONS ARE TO BE CONSIDERED A5 SUPPLEMENTING EACH p m B_I2OTHER.WORK SPECIFIED BUT NOT 5HOWN ON DRAWINGS,OR 5HOWN ON ORAWING5 BUT n = 500 NOT 5PEGIFIED,SHALL BE PERFORMED OR FURNISHED AS THOUGH MENTIONED IN BOTH _5PEGIFICATION5 AND DRAWING5.IF NOT OTHERWISE DIRECTED,INSTALLATION OF ALL 14/14 22/14 SYSTEMS AND EQUIPMENT SHALL BE IN AGGORDANGE WITH APPLICABLE CODES AND INACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS.WHERE WORKDESCRIBED IN THE SPECIFICATION5 15 IN CONFLICT WITH THE WORK 5HOWN ON THEDRAWING5,THE CONTRACTOR 5HALL SUPPLY THE GREATER QUANTITY,QUALITY AND G05T VIA THE BID AND CONTACT THE ENGINEER FOR CLARIFICATION ON DIRECTION B"12 5 PRIOR TO INSTALLATION. 500 B12 36 1 B-12 6-18/10 N.) THE FOLLOWING MODIFICATION AND RE-GONDITIONIN6 EFFORTS SHALL BE ' 500 ----f 500 500 oa ACCOMPLISHED TO THE EXISTING ROOFTOP AG UNITS BEING RE46ED. VERIFY ®® LANDLORD WARRANTY ISSUES WITH FINAL LEASE AGREEMENT PRIOR TO START OF V RTU D mo WORKRTUS: COMB AND GLEAN EVAPORATOR AND CONDENSER COIL. VACUUM AND GLEAN INTERIOR OF UNIT,INCLUDING HEAT SECTION. VERIFY REFRIGERANT CHARGE AND Q (2)1500 4 O 3 D 14 14 m LUBRICATION AND RESTORE TO MANUFACTURER RECOMMENDED LEVELS. REPLACE ALL ry I500 BELTS AND REPLACE WORN SHEAVES AS REQUIRED. ADJ)5T FANS,5HEAVE5,AND `o- 5ETTING5 A5 INDICATED. INSPECT AND VERIFY PROPER OPERATION OF EXISTING 14/14 22/14 14/14 ------ �_ -� _ CONTROLS AND COMPONENTS AND PROVIDE CONTROLS HEW AS INDICATED ON Q SCHEDULE. UNITS NOT RESTORABLE TO GOOD WORKING ORDER SHALL BE BROUGHT TO B-I2 f) E=6 E=6 B XY THE ATTENTION OF THE GENERAL CONTRACTOR. 500 N 100 100 0,) LANDLORD PROVIDED DUCT DETECTOR IN RETURN AIR DUCT.TENANTS G-I IO = S GONTRAGTOR SHALL WIRE SMOKE DUCT DETECTOR TO BUILDING FIRE ALARM • 500 m n � CONTROL PANEL OR FURNISH AND INSTALL A REMOTE AUDIBLENISUAL ALARM e DEVICE WITH A REMOTE TEST 5WITCH LOCATED IN AN APPROVED LOCATION.FIELD o 0 VERIFY EXACT REQUIREMENTS.CONTRACTOR SHALL TEST SYSTEM TO INSURE PROPER FUNCTION PRIOR TO TENANT OCCUPYING SPACE. 500 500 500 EF I FIRE PROTECTION 5TANDAR05 THE CONTRACTOR SHALL RETAIN AND PAY FOR A"PROFESSIONAL OF RECORD"FOR ALL FIRE SPRINKLER AND FIRE PROTECTION WORK. THE DRAWIN65 AND ALL SPECIFICATIONS FOR ALL FIRE PROTECTION WORK ARE PERFORMANCE IN SCOPE AND INTENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DESIGN,LAYOUT, aQ HVAG�PLUMBI NG PLAN DETAILS,DRAWINGS,DOCUMENT5,MATERIALS,EQUIPMENT,LABOR,AND ALL GRITERIA aD 5 G A L E: /b'=I'-O" TO MEET GOVERNING AUTHORITIES,GODE5,RE6ULATION5,AND UNDERW21TER5 REQUIREMENTS FOR ALL FIRE PROTECTION WORK. GONTRAGTOR SHALL VI51T THE NORTH 51TE TO BECOME FAMILIAR WITH THE EXI5TIN6 GONDITION5 PRIOR TO SUBMITTING BID. A COMPLETE SET OF ALL REQUIRED DOCUMENTS SHALL BE PREPARED AND SUBMITTED TO THE PROPER AUTHORITIES WITHIN THIRTY(30)DAYS OF CONTRACT AWARD. THE LANDLORD5 DESIGN CRITERIA SHALL BE 601,15IDERED PART OF THESE R RM M STANDARD5. ALL FIRE PROTECTION WORK SHALL BE 5GHEOULED IN ADVANCE WITH THE ARCHITECTS, PC LANDLOR05 FIELD REPRESENTATIVE.FIRE PROTECTION 5Y5TEM SHALL BE FULLY 1317 Executive Blvd,Suite 200 OPERATIONAL WHEN THE CONTRACTOR 15 OFF THE SITE. Chesapeake,VA 23320 WHERE CEILIN65 OR CEILING GRIDS ARE EX15TINC TO REMAIN OR NEW GEILIN65 ARE (757�22-28281 fax(757)622-6883 INSTALLED AND NEW LIGHTING CONFLICTS WITH THE LOCATION OF EXISTING SPRINKLER HEADS,THE NEW LIGHTING SHALL BE SHIFTED APPROXIMATELY 6'(OR AS REQUIRED TO MAINTAIN CLEARANCE TO SPRINKLER HEADS PER NFPA 13)TO ALLOW THE EXISTING SPRINKLER HEADS TO REMAIN. CONTRACTOR SHALL MODIFY EXISTING SPRINKLER PIPING AND HEADS A5 REQUIRED FOR REDEI5ED SPACE.IF AN EXISTING 5PRINKLER HEAD IS UNIN5TALLED FROM THE I N J z e EXISTING SYSTEM,IT CANNOT BE REINSTALLED PER NFPA 13. �S, GENERAL SPRINKLER NOTE-5 �F ?3 6 G1� jpN��CT I.MODIFY EXISTING SPRINKLER SYSTEM AS REQUIRED TO AGGOMMODATE THE FLOOR PLAN. 2.SHOP DRAWIN65 OF THE SPRINKLER SYSTEM MODIFICATIONS SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE APPROPRIATE DEPARTMENTS OF THE COUNTY FIRE INSPECTION PIV151OR STATE FIRE MARSHALL,INSURANCE UNDERWRITER5, MEGHANIGAL ENGINEER AND ANY OTHER OFFICES HAVING JURISDICTION OVER THE SPRINKLER SYSTEM.THE CONTRACTOR SHALL RECEIVE WRITTEN APPROVALS PRIOR TO PERFORMING ANY MODIFICATIONS. 3.THE GONTRACTOR SHALL SUBMIT THE APPROVED SPRINKLER DRAWINGS TO THE NOT&ROOF TOP UHllT VOCATION LANDLORD PRIOR TO MAKING ANY MODIFICATIONS. ROOF TOP UNIT LOCATION AND ORIENTATION SHOWN 15 FROM INFORMATION PROVIDED BY LANDLORD 4.THE GONTRAGTOR SHALL EXTEND THE SPRINKLER 5Y5TEM AND PROVIDE DRY PENDANT NOTE:REIDENTIFY ALL ROOFTOP EQUIPMENT SERVING THE DOLLAR PRIOR TO UNIT INSTALLATION.CONTRACTOR SHALL HEADS IN WALK-IN COOLER AND FREEZER SECTIONS PER NFPA 13 REQUIREMENTS. TREE 5PAGE WITH THE STORE NAME AND THE EQUIPMENT NUMBER VERIFY EXACT LOCATION PRIOR TO START OF ANY ENGRAVED IN 3'X 5"LAMINATED PLASTIC EQUIPMENT TAGS WORK. PERMANENTLY ATTACHED TO THE UNITS IN A VISIBLE LOCATION.DO NOT OBSTRUCT ANY HOUSING PANELS,ETC.REQUIRED FOR 51TE UTILITIES MAINTENANCE OR REPAIR. I� PRE,DOMESTIC WATER,SEWER,GAS,STORM) GO I I�I� CD CONTRACTOR SHALL HAVE THE OPTION TO I�� co I.CONTRACTOR SHALL VERIFY POINT OF CONNECTION TO 51TE UTILITY SUBSTITUTE ROUND SPIRAL LOCK SEAM DUCT OF SERVICE PRIOR TO GOMMENGING INSTALLATION. EQUIVALENT 51ZE AND PERFORMANCE FOR I L�I Co Co RECTANGULAR DUCT.SPIRAL DUCT IN CONGEALED J 2.GONTRAGTOR 5HALL ADJ)5T LOCATION AND DEPTH OF BUILDING MEGHANIGAL LEGEND LOCATIONS AND IN STOCK ROOM SHALL BE ,�J Q SERVICES AS REQUIRED TO CONNECT TO 51TE UTILITY SERVICE. EXTERNALLY INSULATED.SEE SPECIFICATIONS SHEET I V` w CONNECTION TO EXISTING SERVILE MP3.DUCTWORK IN OPEN DECK AREAS 15 NOTn I 3.CONTRACTOR SHALL MAKE FINAL CONNECTION TO 51TE UTILITY 5 APPROVED DUCT TYPE SMOKE DETECTOR REQUIRED TO BE INSULATED. Ill\V SERVICE OCE55 OTHER PROVISIONS HAVE BEEN MADE). Z 4.GONTRAGTOR'5 FAILURE TO PROPERLY COORDINATE SERVICES SHALL ®° CARBON DIOXIDE 5EN50R NOT BE JUSTIFICATION FOR ANY EXTRA CHARGES. I UST-' RN O. EQUIPMENT TA6 NOTE CONTRArTOIL NO. DUGTHORK SHALL 13E 51ZED AND INSTALLED A5 INDICATED ON < z� CONTRACT DOCUMENTS.NO CHANGES SHALL BE MADE W UT ITHO PRIOR A-10 X 10 TAG-NECK 51ZE WRITTEN APPROVAL FROM TENANT.FAILURE TO DO 50 SHALL RESULT 0 Z 300 VOLUME(CFNU AIR DEVICE TAG IN CONTRACTOR REMOVING INSTALLED SYSTEM AND REPLACING WITH Q = \EH AS 5HOWN AT NO ADDITIONAL C05T TO TENANT.MINOR DUCT p cn ® SUPPLY AIR DIFFUSER CHANGES DUE TO EXACT UNIT LOCATIONS OR ORIENTATION SHALL BE LL. < ACCEPTABLE. z RETURN/EXHAU5T AIR GRILLE O LLJ p Q cO tj RFD FIRE DAMPER NOTE-INAC L0H1RO15 O C) Z U VOLUME DAMPER CONTRACTOR SHALL REFER TO THE EM SHEETS FOR INSTALLATION LL ¢j INSTRUCTIONS FOR THE VENDOR FURNISHED,CONTRACTOR INSTALLED = LAV TAG-NO. PLUMBING FIXTURE TAG HVAG CONTROL SYSTEM AND TEMPERATURE AND 602 SENSOR LOCATIONS PRIOR TO THE INSTALLATION OF ALL RELATED ITEMS. 6/6 NEWTWORK SUPPLY,RETURN AND EXHAUST AIR DUC b/ W T ESU�LYIN,RETURN AND EXHAUST AIRUP NOTE. .3 N SUPPLY RETURN AND EXHAUST AIR NE a v X b/ DUG?E Lo0 DOWN ROOF WORK FLASHING FOR HVAC EQUIPMENT,PLUMBING VENT5, NEW FLEXIBLE DUCT PENETRATIONS,ETC.,514ALL BE PER LANDLORDS ROOFING GONTRACTOR'5 REQUIREMENTS TO MAINTAIN ROOF WARRANTEE. 6/6 EXISTING SUPPLY,EXHAUST AND RETURN AIR DUCTWORK sheet IF YOU HAVE ANY QUESTIONS RE6ARDIN6 THE eA SUPPLY,EXHAUST AND RETURN AIR MEGHANIGAL PLANS,PLEASE GALL THE -- DUCTWORK TO BE DEMOLISHED HVAG SYSTEM SHALL BE GONTROLLED BY MEGHANIGAL DESIGNER. ____ ITEMS DRAWN IN PHANTOM LINETYPE ENERGY MANAGEMENT SYSTEM.EM5 5Y5TEM ARE EXISTING TO BE RELOCATED TO BE PROVIDED BY TENANT FOR TENANTS / DESIGNER: SAMANTHA LYNGH -E - NATURAL GAS 0 EN GONTRAGTOR INSTALLATION. I NATURAL GAS(EXISTING) PHONE/FAX: 612-465-72-7-7/612-465-71-77 --cD-- AIR CONDITIONING CONDENSATE E-MAIL: Samantha.lynchodunhomeng.com KEYED NOTE-5 PROVIDE NEW 4"VENT THRU ROOF.COORDINATE ROOF PENETRATION REQUIREMENTS WITH _ LANDLORDS ROOFING CONTRACTOR 12>CONNECT NEW 4"5ANITARY 5EHER TO EXISTING MIN.4'5ANITARY SEWER PROVIDED BY THE LANDLORD AND LOCATED WITHIN THE PLUMBING LEAVE-OUT AREA.VERIFY EXACT LOCATION ON SITE. m D EXTEND 3/4"DOMESTIC WATER TO EXISTING MIN.3/4'WATER.PROVIDE SHUT-OFF, r D > BAGKFLOW PREVENTER,PRESSURE REGULATING VALVE,METER,AND REMOTE °u 4"VTR READER IF REQUIRED BY UTILITY COMPANY. INSULATE ENTIRE LINE WITHIN BUILDING. c d v FIELD VERIFY EXACT LOCATION OF EXISTING DOMESTIC WATER PRIOR TO CC w IN5TALLIN6 ANY PIPING. Q m \ E ~ I I f i .�\ CONTRACTOR SHALL OBTAIN A COPY OF ALL PLUMBING FIXTURE SPECIFICATION w ^ m N m SHEETS PRIOR TO INSTALLATION.CONTRACTOR SHALL ROU6H r IN ALL . y PLUMBING BASED ON THE FIXTURE SPECIFICATION SHEET. _ F m 2 I B/4 ROUTE 2"WASTE LII4=FROM DF AND LAVATORIES THRU THE WALL,SLOPE AS Z a y o - /� l I 3/4" �V REQUIRED AND DROP TO 2"BELOW GRADE.TIE INTO 4'WASTE LINE. t c TOILET we O O w�TOILET TOILET O c T �2 I I I D NOTES:I.PROVIDE TRAP PRIMERS AT ALL O .1� a 3 E FLOOR DRAINS. LAV EAV — ^� �JI 3/4" PLUMBING LEGEND: LAV D a L✓ I O /� /\/2"�/31k `/MS CONNECTION TO EXISTING SERVILE _ p� ��Y�' ��� ASV TAG-NO. PLUMBING FIXTURE TA6 WGO 5 �� i - GOLD WATER PIPING e e NCO 5 LAV _ _------- HOTWATERPIPE pF J SANITARY WASTE PIPING LAV VENT PIPIN6 QE 0 WASTE AND VENT FLOOR PLAN DOMESTIC WATER FLOOR PLAN 2 WA5TE AND VENT RISER DIAGRAM DOMESTIC WATER R15ER DIA6RAM �1 5 G A L E:1/4"=1'-0' 5G ALE:1/4'=1'-0' 5CALE:N.T.5. J SG A L E:N.T.5. `r v a 5ELF-TAPPING SHEET METAL FINISHED WALL TEMPERED WATER SCREWS AT 6'O.G. LAV OR SINK, PRIMER TUBE E5GUTGHEON RE:PLANS RETURN DUCT-SEE SEAL WATER PROVIDE TRAP VENT m TMV PLAN FOR 51ZE TIGHT ALL AROUND WHERE REQUIRED BY ZURN MODEL HATEZ1021 C4PIPESUPPORT v y ROOFTOP UNIT y SAVER TRAP PRIMER BRA55 9CREH5 EXHAUST FAN SCHEDULE OR EQUAL WITH 5 H DIA. _� ELECTRICAL EQ„RE:PLAN Gp, 1/2"SOFT"K"COPPER GOLD WATER PROVIDE BIRDSGREEN BAX.1 WASHERS, FINISHED o MAX,12'O.G. MARK MF6/T10DEL GFM RPM INEW6 VOLT/PH/HZ ACCESSORIES I/2"COMPRESSION STAY CLEAR OF ACCESS FLOOR FITTING HOT ROOF CURB 12"MINIMUM AANELS/SERVIGE ACCESS GOOK 6EMINI 11177-I/ ROOFING PLUG FOR GLEANOUT EF-I _ 200 1360 .20 11.3ry 120V/1/60 1,2,3,4,5,1. CANT(B.U.ROOF ONLY) o MESH o ��ROOF INSULATION ROOF W1� EF-2 COOK 1000 1082 50 113 120V/1/60 3,4,5,6. o DECK ACCESSORY OPTIONS: I.GALVANIZED ROOF CAP WITH INSECT 56REEN 3 PGF DENSITY TERMINATE AS 2.BAGKDRAFT DAMPER AIR T16HT DUCT 3.PLUG DISCONNECT INSULATION REQUIRED BY LOCAL CONSTWCTION. 4.SPEED CONTROL ... INSTALL FRAME AT OPEN ADJJST A5 REQUIRED FORCODE Y END OF RETURN WGT PERPENDICULAR LINE 5.HANGING ISOLATOR KIT a> m NOTE:COORDINATE ALL ROOF PENETRATION b.CONTROLLED BY LINE VOLTAGE THERMOSTAT TO START119n F. t NOTE:SET TEMPERED WATER TEMPERATURE TO 110 DE6.F MAX REQUIREMENTS WITH LANDLORDS ROOFING FAN AT SHALL 1 AND STOP FAN AT H M 1.FAN SHALL BE INTERLOCKED WITH MOTION SENSOR CONTRACTOR ROOFTOP UNIT CONDENSATE TRAP PRIMER DETAIL C THERMAL MIXING VALVE DETAIL REMOVABLE METAL FRAME DETAIL EXHAUST TERMINATION DETAIL PIPIN6 DETAIL FURNIMED A NOT TO SCALE ✓ NOT TO SCALE 6 NOT TO SCALE I NOT TO SCALE NOT TO SCALE GRILLE REND INSTALLED BY TENANTS CONTRACTOR GISTER t DIFFU5ER 56HEOULE MARK MF6R. MODEL MATERIAL DEVICE MOUNTING TYPE 51ZE A TITUS TMSA STEEL 24"X 24" LAY-IN SUPPLY SUPPORT FROM STRUCTURE 3/4" VACUUM RELIEF VALVE 0 TITU5 TM5 STEEL 24"X 24" LAY-IN SUPPLY WITH 1/4"THREADED ROD _-_—- WATTS 36A G TUTUS 300R5 STEEL 18"X 10" SURFACE SUPPLY OR I"WIDE 22 GAUGE STRAP INSTALLATION MATERIALS AND T F 3/a D TITUS 5OF ALUMINUM 24"X 24" LAY-IN RETURN INSACRASTNDARD BER �1/2 I 3/4" TO RRMM I"WIDE 22 GAUGE SMAGNA STANDARDS ��__ HANGER BAND MAX 1/Z- + E TITUS 350RL STEEL 10"X10" SURFACE EXHAUST TEMPERED :- -- ARCHITECTS, PC 12"0"SPACING COLD 3/4 3/4" I 3/4" — PROVIDE WITH DAMPERS 1317 Executive Blvd,Suite 200 q T Chesp 8ke VA 23320 (757�22_2-28281 fax (757)622-6883 EXP.TANK. + NH PLUMBING FIXTURE SCHEDULE oar"Y: PROVIDED AND INSTALLED BY CONTRACTOR h SEAL ALL AROUND WITH MARK FIXTURE 7YPE MAWFACTIIRER FIXTURE COMFiGilONS REMARCS :�¢ _ WO SEAL ALL A GASKET MODEI.NO. CW m W V a a E WATER HEATER SUPPORT STAND. TYPE'N'STRAINER. PROVIDE WITH COMPLETE 'P 386T2 O r SEE ARCHITECTURAL ORAWIN65 Fp FLOOR DRAIN ZURN MODEL•Z-415 — ___ 3" 1 1/2" HITH_ .�•,@G�s,`,E�4.. ' f ___ B1ZZE PER PIPIN6 LATERAL,4'MAX. CONNECTION. � � 24"DIA APPROVED BOOT TO MATCH RECTANGULAR DRAIN PAN FCO FLOOR CLEANOUT ZURN MODEL I11454 -- --- --- OXT DUCT,SEE DWGS. RAISED HEADPLW POLISH 5.5. FOR SIZES. WGO WALL GLEANOUT ZURN MODEL kZ-1446 GIN — --- 4" --- COVER b VANDAL PROOF SCREW 6"MIN. SUPPLY DIFFUSER. TMV MIXING VALVE WILKIN5 MODEL ZW3810XLT-4P 1/2' 1/2, --- --- TEMP.IIOF M 4WdN2CE WIrFI AN51/ABET SEE SCHEDULE O T b P RELIEF VALVE — 1016 OR 1011/A55E 1Ob9,10 TO. DAMPER (FACTORY INSTALLED)WITH FULL SIZE DRAIN LINE DOWN T16HT TO WALL.TERMINATE IN � PLUMBING FIXTURE 5GHEOULE ma.PROVIDE AIR GAP AS 3/4'DRAIN LINE FROM DRAIN PAN DOWN PROVIDED BY TENANTS VENDOR FOR INSTALLATION BY CONTRACTOR REQUIRED BY CODE. TIGHT TO WALL.TERMINATE IN�,PROVIDE STOCK DUCT AND DIFFUSER DETAIL @ AIR 6AP AS REQUIRED BY CODE. MARK FIXTURE TYPE MANUFACTURER FIXTURE CCN1EC71 iz F04AFXS NOT TO SCALE 1 FLOOR IF MODEL NO. CW HW W V NOTE: M5.SEE SCHEDULE. FURNISH AAA CLOSET E TANK, OPEN ALL WATER PIPING INSIDE BUILDING SHALL BE INSULATED PER HANDICAP ZURN MODEL Z5560 FRONT SEAT,FLOOR FLANGE,CLLOS05 ET BOLTS b EXPOSED DUCT SPECIFICATIONS SPECIFICATIONS SHEET MP3. WG WATER CLOSET 11"H ELONGATED PRESSURE ASSIST I/2' --- 3" 2' GAPS,WAX RING,SUPPLY STOP d TUBE.FLUSH I.b G.P.F.SIPHON JET CONTROL MUST BE LOCATED ON THE WIDE PROVIDE WATT5 MODEL DET-5-MI EXPANSION TANK IN GOLD WATER SIDE OF THE WG(SIDE OPP051TE THE WALL). EXPOSED DUCTWORK SHALL BE 26 GAUGE, SINGLE WALL GALVANIZED STEEL, LINE ON THE TANK 51DE OF THE GOLD WATER SHUTOFF VALVE. FURNISH LAVATORY,ZURN Z812B4 6005E O SPIRAL LOGK5EAM.FITTIN55 5HALL BE SINGLE WALL GALVANIZED STEEL, HANDICAP ZURN MODEL NO.Z5340 WITH NECK FAUCET WITH LEVER HANDLES,WALL co SEE STRUCTURAL FOR SEISMIC SUPPORT INFORMATION WHEN 5TANDIN6 SEAM OR 50LID WELDED CONSTRUCTION.ELBOW5 SHALL BE REQUIRED )-AV WALL HUd6 1/2 6PM FLOW RE5TRIGTOR. I/2" I/2' I/2" I/2" pp IN STANDING SEAM,GORED ELBOWS.GRILLE COLLARS SHALL BE ATTACHED TO LAVATORY HANGER KIT,SUPPLY STOPS b TUBES,DRAIN n(T n co THE DUCTWORK WITH POP RIVETS WITH A FINISHING FILLET OF ELA5TOMER SET DISCHAR6E TEMPERATURE TO 140 DE6REE5 F. FAUCET HOLES ON 4"CENTERS KIT b TAILPIECE I u�ll I *k SEAL AT THE JUNCTION OF THE DOLLAR TO THE DUCT.ALL DUCTWORK AND 51-LEVEL OA515 MODEL No.PAG5L FURNISH STANDARD CABINET FINISH Q FITTINGS SHALL BE MANUFACTURED IN ACCORDANCE WITH 5MAGNA'5 HVAC DF HANDICAP NON-REFRIGERATED 112" --- 1 112" 1 112" ®FOUNTAIN,SUPPLY STOP d TUBE,DRAIN KIT, I U['KIT w DUCT CONSTRUCTION STANDARDS LATEST EDITION. DRINKING FOUNTAIN FURNI AND HALL HANRN NbDEL NO.Z843MI SERVILE LU MS FLOOR ' ZURN MODEL ZI996-36 3/4" 3/4" 3" I I/2" SINK FAUCET WITH BIUIL DE VACUUM BREAKER Z CONTRACTOR SHALL LOCATE BOTTOM OF STOCKROOM DUCTWORK AS HIGH WATER HEATER DETAIL — MOP 51NK AS POSSIBLE ABOVE STOCK ROOM FLOOR.ANY DEVIATION FROM TH15 I HAW—ER,AND BRACKET,MOP HAR,AND DRAIN KIT p DIMEN51ON DUE TO INTERFERENCE WITH BUILDING OBSTRUCTIONS SUCH AS 5TRUCTURE,OVERHEAD DOORS,ETC.SHALL BE BROUGHT TO THE ATTENTION NOT TO SCALE { EHATERL TRIG RHEEM MODEL NO,PROE30 52 RH93 3/4" 3/4" --- ___ 30 6AL.,4500 WATT,24OWPH J OF THE EN61NEER PRIOR TO FABRICATING THE DUCTWORK. HEATER I A5ME RATED T d P RELIEF VALVE Q z ZURN MODEL NO.ZI021 a TP TRAP PRIMER WATER SAVER TRAP PRIMER ___ ___ 1/2" ___ 5EE DETAIL THI5 SHEET ROOFTOP UNIT 5GHEDULE( as heat/elec.cool) Izzuo N a 9 INSTALL ALL PLUMBING FIXTURES TO BE FULLY ACCESSIBLE TO INDIVIDUALS WITH DISABILITIES IN ACCORDANCE WITH LATEST 155LE OF THE AMERICANS - ¢ z EXISTING EQUIPMENT W 2 Q N WITH DISABILITIES ACT AND ALL CURRENT STATE AND LOCAL CODES.-'PROVIDING ACCESSIBILITY AND USABILITY FOR PHYSICALLY HANDICAPPED OUTSIDE AIR OUTSIDE AIR ENTERING AIR NET COOLIN6 CAPACITY HEATING CAPACITY AFUE ELECTRICAL MCA/ UNIT 1EI&HT PEOPLE'AND/OR GOVERNING CODES.-ALL PLUMBING FIXTURES EQUIPMENT,TRIM,E FITTINGS SHALL COMPLY WITH LOCAL,STATE,AND FEDERAL O LLJ 0-H MARK MF6/TMTOOEL DISCHARGE ONS ESP CFM GFM(MIN) GFM(MAX) CONDITIONS TOTAL SENSIBLE SEER INR1T OUTPUT % VOLT/PH/HZ MOGP -'CRIES �) REGULATIONS AND CODES,INGLUDIN6,BUT NOT LIMITED TO,WATER AND ENERGY CONSERVATION CODES. THE SCHEDULED AND/OR SPECIFIED PLUM181N6 2E Z O FIXTURES AND EQUIPMENT REPRESENT THE MINIMUM CRITERIA AND SHALL BE THE BASIS FOR THE CONTRACTORS BASE BID.IF THE SCHEDULED OR O 13f z z TRANE 16.8E DB 66.4F NB SPECIFIED FIXTURES OR EQUIPMENT DO NOT COMPLY WITH 6OVERNIN6 CODES OR REGULATIONS IN ALL RESPECTS,THE CONTRACTOR SHALL PROVIDE m RTU-I Y5G090 VERTICAL 1.5 0.15 3000 290 560 a T8F AMBIENT EXISTING EXISTING EX. EXIST. EXIST. EX. EXISTING EXIST. VERIFY EXISTING AN ALTERNATE BID FOR COMPLYING FIXTURES,EQUIPMENT,TRIM,OR FITTINGS. THE ABSENCE of AN ALTERNATE BID SHALL BE CONSTRUED TO MEAN LL ¢ 7 RN-2 TRANE VERTICAL l5 0.15 3000 290 560 16.8E DB 66.4F WB EXISTING EXISTING EX. EXIST. EXIST. EX. EXISTING EXIST. VERIFY EXISTING THAT THE CONTRACTOR'S BID INCLUDES ALL COSTS NECESSARY TO MEET ALL REGULATIONS d CODE5. _ Y5G090 ®78F AMBIENT ALL PIPING AND VALVES BELOW LAVATORY SHALL BE INSULATED WITH PVC LAV GUARDS AND CONFIGURED TO PROTECT A6AIN5T CONTACT RTU-3 TRANE VERTICAL l5 0.15 3000 290 560 16.8F DB 66.4F WB EXISTING EXISTING EX. EXIST. EXIST. EX. EXISTING EXIST. VERIFY EXISTING PROVIDED WITH LAV KIT.THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORY. Y5GO90 ®l8F AMBIENT INS RTU-4 Y55GG0�90 VERTICAL 15 0.15 3000 225 225 T®'lgF DB I EXI5TIN6 EXISTING EX. EXIST. EXIST. EX. EXI5TIN6 EXIST. VERIFY EXISTING o Lo AGGE55ORY OPTIONS: VERIFY a v PERFORMANCE DATA SCHEDULED ABOVE 15 BASED ON CURRENT DATA AND MAY BE ADJUSTED FOR THE ACTUAL UNITS INSTALLED, CONTRACTOR SHALL REBALANCE EXISTING UNITS TO AIR QUANTITIES INDICATED. CONTRACTOR SHALL FIELD VERIFY ALL INDICATED DATA AND MAKE ADJ)5TMENT5 FOR ACTUAL CONDITIONS. NOTE: Sheet EXI5TIN6 ROOFTOP UNITS SHALL BE MODIFIED TO FUNCTION WITH EMS HVAG CONTROL 5Y5TEM-IN5TALL EMS EQUIPMENT IN UNITS. ROOF WORK FLASHING FOR HVAC EQUIPMENT,PLUMBING VENTS,PENETRATIONS,ETC.,SHALL BE PER LANDLORDS ROOFING CONTRACTORS REQUIREMENTS TO MAINTAIN ROOF WARRANTEE. / 6EN3RAL t•EUTANIGAL CONDITIONS, G. Sequence of operation 6ENER,4L R144 M C,OWITIOFY Tenant shall furnish selected mechanical equipment,accessories and E. Provide rand spin-in fittings with locking volume danger A.SCOPE controls as scheduled and ass (fled.The mechanical subcontrocta{s) I.Occupied hours. For ever inlet and outlet attachment to the main E. INSU.ATION Pet y I. Provide all labor,materials,tools and shall be responsible for delivery coordination,receiving,storing,setting, a.Utlt outdoor air damper shall open to Its minimum trunk duct whether shown on the plans a not. a ul meet necessary to complete the work, I. All water piping,horizontal and vertical startup ad Installing all tenant furnished equipment as well as the one year sltion and unit sun Fan shall o ate continuously. Provide additional locking volume dam ers at all secondary q p ° 4. No water or drain lines shall be permitted over shall be insulated with fiberglass pipe a tuP 9 0.Fn en1 P° supply Pa y 9 P y Including installation of plumbing piping and fixtures. electrical or telecommnication panels or in parts and labor warranty from the date of store opening. b.For units connected to the CO2 sereor system, branch takeoffs from ductwork mains and as Indicated All materials shall be new and be Installed in P° Insulation with an all purpose vapor unit outdoor air damper shall mo&lote from Its minimum on plans.Provide Inspection access panels in ducts telecommunication rooms. barrier jacket. Insulation per code P P Pet P° a workmanlike manner In accordance with P A. SCOPE scheduled position to Its maximum scheduled position at all fire dampers. the drawings and specifications. 5. Provide protective metal cover lotes over on water piping.All insulating materials I. Provide all labor,materials and equipment In response to space mounted C,02 sereor(by others) n9 P P P shall have a maximum 25 flame read - set of D00 ppm. F. Supply,return and positive pressure exhaust ductwork 2. Provide excavation and back fill of all trenches studs and joists where pipes penetrate spread necessary ere properly install air conditioning shall be sealed in accordance with 5MACNA close to ell of stud or joist rating and 50 smoke developed rating. systems where shown on drawings ad as scheduled. c.Unit compresss(s)shall cycle or heat exchanger shall incidental to the plumbing work as shown on 9e stage to maintain space setpoint. Seal Glass C. the drawings. Back fill shall compacted to 90%. b. Provide chrome plated escutcheons where 2. Approved Insulation blocking shall be 2. Provide equipment as specified together with all 6. Gore-d ill or saw-cut existing walls,roof,etc. pipes ass throe floors,walls and placed between sheet metal jacket and _ necessary ducts,grilles,registers,controls, d.Unit economizer cycle shall be Initiated upon a signal From 9 3. Provide all backing,supports and corners PP P 9h batten of the I where jacket alone � out door and return air temperature and enthalpy sereors. as required for piping or ductwork and fire-stop for fixtures. cell"In finished spaces. pipe piping,low voltage fans,control wiring, Outdoor air dammppeer�return air damper and unit co essor(s) ens around or ductwork.Verifylocation cannot prevent crushing. Insulation �, zc °u hangers,stands,equipment sun orts,flashln at shall le to mdlntoln space se oint.L=conomizer ale shall p 4. Provide all cutting and patching of the con- 7. All piping shall be Installed with adequate jacket or vapor banner shall be sealed e _ 9PP 9 ° P° tP �° of structural beams,joisls,etc.before drilling construction war ovlslon for anion ad contraction - equipment,duct and pipe Insulation,unless over r de 602 monitoring system. k,rough finish and trim,which Pr• � after Installing blocking.(see hangers, 5 -` �- s cutting.Notify architect of any discrepancles. m be required for the Installation of using swing joints,pipe clangs,anchors arts and sleeves LL otherwise noted. qu 0. wPP m >_ 2.Unowupled hours. H. l^herever foundation walls,outside walls,roofs, equipment.All patching shall match all and expaslon joints. Fittings shall be 3. Related Work by Others: a.Unit outdoor air damper shall remain closed and unit etc.we cut for Installation of systems, they surrounding work, so spaced that they will rot Interfere P T5 AND 'o m m a. Painting except as herein specified. supply fan shall cycle on a signal from space sensor. shall be patched to match existing construction 5. Contractor shall make all plurrbing and with sllding of pipe on supports. = g E b. Line voila whin and conduit. and sealed weather tight.Work shall be armed I. All drain,waste, hot and cold water, 9e 9 b.chit compressor's)shall cycle or heat exchanger shall gh peg piping connection to equipment specified to 8. All openings In the roof shall be flashed and natural s piping exposed,above Z E m - c. Electrical supply connection to equipment. stage with unit supply fan to maintain space setpoint, by craftsmen skilled In their respective trades. be furnished tenant or under other section waterti t per the iretruction of the gar P P g dJ �' P grade and in fumed areas,shall be supported o m t B. All work shall conform to all federal,state ad of the specifications including final connections Landlord's roofing contracts to maintain in place with securely fastened solid pipe `= m 3.Smoke slam(where required). I. Provide 3 sets of pleated disposable Filters. One p' � °_,3 E spelocal codes he any landlord requirements as p p to air conditioning and heating equipment. roof WARRANTY. hangers rot over 6-O'apart and at each allied In the executed Lease Bement. a.unit outdoor air damper shall close and unit supply fan shall set to be used until completion of construction charge p st on a signal from duct smoke detects.Duct smoke b. Contracts shall abide sufficient al B. DRNN,WASTE AND VENT than a in direction,(Sib'on cast Iron ) Contracts shall verify and coordinate detects shall send a signal to remote alarm device. phase. Install one set e1 completion of water hammer arrestors(Wade'5HOGK STOP", g P scopeof cask with tenant and landlord. g construction phone and deliver one set to owner I. All waste pipvg shal l be pitched a 2. Pipe hangers shall be Installed around and label each set of filters to denote their or equNalent)to prevent water hammer. minimum of V4 per foot where the outside of Insulation with vapor C. The contracts shall examine the premises and respective HVAr units. 7. Contractor shall thoroughly clean all fixtures, posslble. Piping greater than 4" barriers, d insulation shall be verify the existing conditions ands which he will �UM 5 �'r'�FARMERSre spat equipment and piping Feuer a installation. diameter may be pitched at I/8"per protected against crushing by sheet be obligated to operate In performing his part of A. The contractor shall provide grilles,registers,and diffusers J. Provide two Operation and Maintenance Manuals bound 8. Contractor shall rwlde approved access foot,only where required by existing metal jacket of proper area and weight. the work or that will in any manner affect the work where Indicated and as scheduled on the chawin in 8-1/2" x 11" a binders, titled"Operation P conditions,subject to the approval of under contract. No additional compensation shall doors In framed holes for all valves,traps 3. All water In running through °� B. Grilles,registers,and diffusers shall be provided with And Maintenance Manual". 5ubdivlde binder the authority having jurlsdlction. piping g g g rovlded for wndltlons found during the execution g P which must be located In inaccessible location. floss or walls shall be isolated from P "9 ell blade volume dampens. contents with page dividers wI system and 2. Drains and P-tr I7 o.G.P.Brass of contracted cask.The contractor shall cooperate °PPOS � equipment. Include all shop d�awi and wsrantles. q. Contractor shall provide cutout data for all sinks °PS' 9 the penetration with a sleeve. Kith the all other trades so that the installation of G. Grilles,registers,and diffusers shall be provided with P ad lavatories to all other related trades. where exposed to view extending to Maintain the fire ratio of all 9 P Submission of these documents shall be a requirement wall. Nominal size of drain and trap all equipment may be properly coordinated. frame types to match the surface Into which they will for final payment. 10. Contractor shall obtain and for all required wall and floor penetrations by use P y Pay ern shall not Hh smaller than the fixture of a roved fire sto materials. Contractor shall bring to the attention of the be installed. permits,Inspections and certificates In connection outlet to which It K attached. � P construction manager any discrepancies between D. 6rllle5,registers,and diffusers shall be provided with TESTING,ADMTIN6,5N.ANOIN6 AND INSPECTION with the his work and make all arrangements with 3. Vents shall extend not less than 12" 4. Sleeves through walls shall be cut so field conditions ad design documents. factory applied white finish. utility companies for service and connections and as to be flush with the finished surface all fees,changes Its and meter charges. through roof. They shall be gathered D. All equipment furnished shall fit the space E. Design Is based on products manufactured by Titus. A. Work shall be performed after the complete Installation payPtogethw where possible Into one vent of of the wall in each case and shall be available,with connections,etc.,In the Products of equivalent performance,construction,and and startup of all equipment,duct systems and equivalent area. Vents shall be flashed made Hal required locations and with adequate space for cppeaance may be supplied. temperature and energy management controls and MATERIM.S indicated on the d•awin All vents operating and servicing. Should a conflict completed prior to turnover For the start of stocks 6• `TIN - exist between the drawl s and the E)MWST FANS A DRAIN,WASTE AhM)VENT' shall be a minimum of 10'-0'from any "9 fresh and Intakes,or eater if required I. Drain,waste and vent lines shall pass speclflcatlons,the contractor shall promptly A. The Contractor shall abide exhaust fan where B. Contracts shall submit test and balance report I. Service weight,cast Iron bell ce spigotInspection uder head of water notifythe construction manager whose decision shall be final. to General Contracts for submittal to tenant's a and fitti s.No-hub service Height by local code. by °9 indicated and as scheduled on the drawings. manager and local code authors (if required). P pe ad fittings may be used drove grade 4. Gleanouts,same size as pipe,shall be system with water to top of highest No allowance will be made subsequently In this project °9 lH eq PP n9 y 9 PP' vent stack. connection to behalf of the contractor exhaust award B. Inllne eaust fans shall be furnished with vibration when permitted by local code. Installed in soil and waste lines at every of the contract. Isola hangars and all related hardware. G. Balancing of air devices shall be accomplished by change of direction and at every 100 2. Water lines shall pass Inspection of g ad ustln branch takeoff dam at main trunk 2. Schedule 40,galvanized steel pipe and pa E. All mechanical equipment shall conform with the j g banded malleable Iron screw fit tl s. feet of run whether shown on the drawings feu re hors under system psi pressure. G. All exhaust fors shall be Furnished with back draft duct.Dampers in the necks of air devices shall be � snot;and shall be accessible In all cases. Before an use of s stem Is made for requirements of the State Mechanical rode,the don Insect screen,motor and drive,and used for final trim only and in ne case fa 3. Schedule 40 and 80 PVC or A55 piping Men occurring in finished wall or floor, y y PB1' y P P n9 9 domestic purposes,it shall be State Building Code,the State Energy Code, option and acwsssles as scheduled on drawings. treater than 10%If the indicated volume for the with OW pattern fittings may be used where set flush with surrounding wrFaco. disinfected by slowly filling with wale � NFPA 1IOA,116.101 and all applicable local codes Individual air device. allowed by local code.Foam core PVC piping 5. eleanouts as a minimum shall be located to which a disinfecting agent has been and ordinances. will rot be approved. so that all soil and waste lines within Infected at a rate of 50 ppm.of DUCTWORK D.Mere existing duct is to be reused,contractor ch F. Drawings for mechanical work are diagrammatic showing A. All ductwork shall be constructed of galvanized shall provide and Install new manual dampers B. HOT AND COLD WATER or uder building are accessible for lorine,which should be allowed the general location,type, layout and equipment steel sheet metal and be Fabricated according to with locking quadrant in the runout duct at the I. Above grade. cleaning without passing through more to stall In the piping for at least required. The drawings shall not be scaled for the latest edition of the 5MAGNA HVAC Duct connection to the trunk duct as required for the a. Type"L"capper tubing,hard temper, than one ninety degree or two forty- 24 hours,after which tests for exact measurements. Refer to maufaoturer's completion of balancin cold drawn with car t lead five degree bends. Gleanout covers residual chlorine shall show mat less Construction Standards for metal ad flexible p g °ugh copper than flve(5) m.of residual chlorine m standard Installation drawings for equipment ductwork. free sweat flttln Connections to fixtures shall be set flush with floors and Pp � y connections and Installation requirements as E.Tests ad balancin contractor shall also Inspect the ha grade with exposed plastic nut at at every water outlet in the building. a B. All elbows shall have r radius or gand equipment shall be made with ssi A P P IF the residual is less than five -E required. tarnish and install ductwork, P•0Pe completed and operational HYAG equipment,duct systems red brass IPS size I or compression walls. FPr^�connections,accessories, offsets and materials contractor shall provide turning vanes as required and temperature and energy mama t controls pipe ° the disinfection shall be re anted until P or She start le s Provide dielectric unions where p necessaryto facilitate the stain's functioningby SMACNA duct construction manual. rear to turnover of the stare for the start of stocks � piping• G• NOT MO COLD WATER the required residual is obtained � P ng. connecting Of d1551m11an mater1015. at ever outlet. as indicated nt the design and the equipment G. All duct connections to equipment shall ti loaded Testing and balanGhee l contracts shall submit the completed b. PVe for cold water ad rPVC for hot water I. dAllin cats piping shall be pitched In y indicated. Contractor shall obtain all necessary permits tenant's HYAG field Inspection report to the General Contractor direction of flow to allow for stem After required residual is obtained pay y type vinyl, vibration elimination connections, pr j ge may be substituted for copper piping where drains Install piping parallel major at everyoutlet,the system shall be and an associated fees. for submittal to tenant's o act mama r for review. (PC)flexible connections. allowed b�local Gods Authority for above grade n9� PP 9 P j � 6. The contractor shall Install all piping,ductwork,fixtures water piping only. building elements. flushed until the chlorine level at e and equipment ae re required to conform the structure, D. Flex duct: Provide Factory assembled class I air every outlet is reduced to that of o 0. duct (UL IN with fiberglass Insulation and 2. Below grade. 2. Install water maln shutoff valves,Watts or Incomingwater sun avoid obstruction,preserve wiling heights and 9 f AND St4OKE PARTITION PBfIRATION5IYMERE RbCMNR®) y headroom and make all equipment requiring reinforced outer protective cover/vapor barter. a. Type"k"copper tubing,hard s soft temps, approved equal,gate valve,above gads malntenanw or repair accessible. Flex duct shall meet NFPA qOA with Flame spread A.The contractor shall familiarize himself with all Fire rated with wrought copper lead free sweat fittings. below pressure regulator. 3. Gas lines shall stand a pressure of under 25,smoke developed under 50,and shall be construction and install his work so as to maintain the Note:No fittings shall be permitted below 3. Install accessible hot and cold water 25 psi for a period of 15 minutes H. The contractor shall Install mechanical systems as shown, rated for I"KG. pressure and 0 to 250 degree Integrity of the fire code rating. Maintain rating of fire grade Inside building. stops at all fixtures. without perceptible drop. _, m noted and specified. Equipment may not be temperature. Maximum length shall be 5'-0'. rated and smoke rated construction. Sleeves shall be G. AIR rONDITIONIN6 CONDENSATE 4. Install dielectric Isolators where In- 4. All testing shall be performed by d n y' m substituted unless written approval by the Minimum center line bend radius shall be 1 1/2 steel or pre-manufactured sleeves similar to Pipe Shields, co tibia I In materials come In contracts of his own expense. architect,engineer, or tenant's representative is duct diameters.Vapor barrier shall be sealed at Inc.,for bee i trrou fire walls and(loon,model NFB, 1. Type V'capper tubing,had temper, compatible piping g obtained. Any unauthorized changes shall be removed each end after connection to duct and air device. DFB or ODFBpFor pla�pipe,use type PFB with one Inch cold drawn with wrought copper lead contact. R WARRANTY contractor's expense IF deemed necessary architect, free sweat fittings. 5. Install temperature and pressure relief xp ^J by thick call silicate Insulation encased In metal sleeve ^nP° engineer, s tenant's representative. Contracts shall E. All new supply,fresh air and return dxernal shall be 2.PVC piping m be substituted for air valves as required rode. I. All materials furnished and Installed under n9 Pr extension two feet either side of fire rated walls or floor. PP 9 may eq by be responsible for required changes to related work Insulated.NO EXCEPTIONS,Insulate with external conditions condensate piping above roof this contract shall is new ad free From all W° y 0. °n9° Seal annular space around conduits. For fire and smoke a PP 9 b. Install water ressure regulator, caused the substlWtlon of an Items of materials or duct wrap or with shop applied duct liner.Duct wrap only where allowed local Code Authors Pdefects in materials and workmanship and by y rated floors,walls and partitions,use LL listed material 9 by hl• "Watts'or"Wilkins",where available equipment at no additional cast to the owner. shall be foil reinforced knelt faring.All insulation All air conditioning condensate I in shall shall fr guaranteed for a period of one(I) shall meet NFPA qOA flame spread under 25 and that maintains fire rated wall and floor Integrity,similar to 9 along 9 utility pressure exceeds 80 psi. r from the date of acceptance by NVAC%MT5 smoke developed under 50. Thickness,dens) and RN foam,Dow Coming"Fire Slap"our Pipe Shields,Inc., be of the same material. ° t °p model kFB,PRE,or QDFB. For non-rated walls and D. NATURAL 6A5 PIPING D.NATURAL GAS "R'value shall be per code. Insulation Shall run partitions,use mineral or lass Fiber insulation. ROOFTOP AIR CONDITIONING UNITS(EXISTING EQUIPMENT) Fastened to ductwork per manufacturer's instructions P g I. Schedule 40, ASTM AI20, black Iron I �T�+ P pipe I. Install natural gas piping as indicated A. Rooftop units shall be furnished complete with and SMACNA standard with .Rand branch ductwork VEHO TION with 150 lb.black malleable threaded or on drawings and ce required by A.Any existing plumbing equipment,fixtures, casing efrlgeratlon system,heating section shall be Insulated with I'thick fiberglass sleeve socket welded fittings. local codes. floor drain,piping,refrigerant lines,etc. (ass deed on drawings),fan,motors and d1ves, with foil jacket ad all joints and terminetions A.Any existing WAG equipment,ductwork,diffusers,grilles, EXBCU 7N 2. Install shutoff valves close to fixture that are rot Indicated to be reused or RRM M filters,automatic controls,and options and accessories sealed with foil duct tape. I In refrigerant Imes,etc.that ore not indicated to be as scheduled on d^awin If scheduled accessories are piping, 9 A.6EHIl RECMIIRWWF5 and appIlan a connection and ahead abandon in place,shall be dscomected not installed contractorgshall fleld Install them.Verify on site. reused or abandon In place,shall be disconnected from all union and dirt leg at rooftop oats. from all utilities back to the source and ARCHITECTS, P C B. Temperature controls. EMCAFT10N utlllties back to the saurw and removed completely.Verify on I. Contractor shall examine the premises and 3. unions shall be Installed on both sides removed completely.Verify on site.Cap 1.Rooftop units shall be furnished with factory site.cap or terminate existing utility to assure proper working satisfy himself of existing conditions under of all equipment and where required to or terminate existing utility to assure 1317 Executive Blvd,Suite 200 Installed and tested components to provide two A. All ductwork tronsltlo a shall be(POT)"Flat on order, which a will be obligated to operate In facilitate removal of equipment. proper working order. Chesapeake,VA 23320 stages of cooling,two stages of heating(where Top'unless otherwise specified on plan. All duct performing his part of the work that in any Chesapea1 fax(757)623320 applicable),antl-ecycle timer,five(5)minute dimensions listed we Inner air stream dimension. manner affect the work under the contract. 4. Provide gas pressure regulating valves 2-6883 compressor staging relay,and other Items as The contractor shall cooperate with other scheduled an drawings. B. All ductwork shall be routed drove tine suspended P with turned down vents at all gas appliances pende trades so that the Installation of all equipment when distribution pressure Is greater ceiling space unless otherwise noted on the plane. may be properly coordinated. than 7"W.G. All ductwork shall be suspended according to "w the latest edition of the 5MACNA HVAC Duct 2. All equipment furnished shall fit the space 5. Provide gas main shutoff valve Construction Standards for metal and flexible available,with correction,etc.In the required with lever type handle placed on (7?a ^P' ^,�i•N ductwork. locations and with adequate space for operation on house side of meter. G. All outside air Intakes shall be a minimum of and service. b. Paint all exterior In Including cral 3 All i piping . piping,except fixture supplies,shall be piping Installed on rooff with two vats away from exhaust discharge openings ad .,�aST�?•..1r plumbing vent stacks. concealed,out accurately to exact measurements or rust Inhibiting exterior paint. rONALE�G taken at the building and worked carefully into T. Support piping on roof per Instruction D. Provide UL approved fire dampen for all place without forcing or springing.Changes in of Landlord's roofing contractor to penetrations through fire rated walls,partitions, direction of all piping shall be made with fittings. maintain roof WARRANTY. ceilings,and Floors. Iretall fire dampen as per Changes In pipe size shall be made with reducing fittings. manufacturer's directions and as per UL guidelines. RW orob co zN- Q Q W 0 Z _O d O V 0 ce IL O ? U x O < N OOLU U ~J z � z = O O a o 3 sheet 1"4�Fa 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Summary MECH-SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info Project Address Dollar Tree Date 4/28/2015 Former Food Pavilion For Building Dept. Use Arlington WA Applicant Name: Dollar Tree Applicant Address: Applicant Phone: Project Description Four(4) existing gas fire Rooftop Units. New ductwork, New plumbing for two Briefly describe mechanical (2) bathroom groups. system type and features. ❑ Includes Plans Include documentation requiring compliance with commissioning requirements, Section 1416. Compliance Option Simple System O Complex System O Systems Analysis (See Decision Flowchart(over)for qualifications.Use separate MECH-SUM for simple&complex Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans,fill in the required information below. Cooling Equipment Schedule Equip. Equip Capacity2 OSA CFM SEER Econmizer Heat ID Type Brand Name' Model No.' Btu/h or Econo? or EER IPLV3 Option or Recovery Exceptions Y/N RTU 1 RTU TRANE YSC090 86760 560 12 ECONO N RTU 2 RTU TRANE YSCO90 86760 560 12 ECONO N RTU 3 RTU TRANE YSC090 86760 560 12 ECONO N RTU 4 RTU TRANE YSCO90 86760 560 12 ECONO N Heating Equipment Schedule Equip. Equip Capacity2 OSA cfm Heat ID Type Brand Name' Model No.' Btu/h or Econo? Input Btuh Output Btuh Efficiency4 Recovery Y/N RTU 1 RTU TRANE YSC090 96000 560 120000 96000 80 N RTU 2 RTU TRANE YSC090 96000 560 120000 96000 80 N RTU 3 RTU TRANE YSC090 96000 560 120000 96000 80 N RTU 4 RTU TRANE YSC090 96000 560 120000 96000 80 N Fan E ui ment Schedule Equip. Equip ID Type Brand Name' Model No.' CFM Sp' HP/BHP Flow Controls Location of Service EF-1 Inline Cook Gemini GN-340 200 0.25" 0.17 vs Toilet Room V* inmet� 'If available. 2 As tested according to Table 14-1A through 14-1 G. 3 If required. 4 COP, HSPF,Combustion Efficiency,or AFUE,as applicable. 5 Flow control types:variable air volume(VAV),constant volume(CV),or variable speed(VS). 6 Exception number from Section 1433. 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Summary (back) MECH-SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 All Systems: ❑ No humidification? ❑No Reheat? System Description If Heating/Cooling ❑ Constant vol? ❑ Split system? ❑<=84,000 Btuh? ❑ Economizer See Section 1421 for full description of or Cooling Only: ❑ Air cooled? ❑ Packaged sys? 0-135,000 Btuh? Simple System qualifications. ❑Cooling Cap—15 Btuh/ft2? ❑Heating Cap.>0&—10 Btuh/ft2? If Heating Only: ❑ <1000 cfm? ❑<30/o outside air. ❑ Heating Cap.<=10 Btuh/ft2? Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not,either the Complex System or Systems Analysis Options must be used. START Co ap—15 B /ft2,or Humidification Heat/Cool Eq.with or Reheat? H Cap—10 /ft2? Yes Yes No Heating/Cooling Air Cooled, o System Type or Cooling Only onstant Volum Yes Heating Only Reference Section 1421 Total <1000 CFM Serving No N cfm? Single Room IF 0,00 Y s Yes Package Unit Split System N <30%OS A Cap—135,000 No d —84,000 Btuh. No Btuh IF Yes Yes Yes eatin alifies N Cap—10 Ye Econo N Economizer N tuh/ft2 Included? Exception (s tion 1 ) Yes Yes Simple System Allowed (section 1420)114 Use Complex 110 Systems (section 1430) Complex Systems Refer to MECH-COMP Mechanical Complex Systems for assistance in determining which Complex p Y Systems requirements are applicable to this project. 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential , Mechanical Permit Plans Checklist MECH-CHKI 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Address Dollar Tree Date 4/28/2015 The followinq information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability Code Location Building Department (yes,no,na) I Section Component Information Required on Plans Notes HVAC REQUIREMENTS (Sections 1401-1424) 1411 Equipment Performance Yes 1411.1 Minimum efficiency Equipment schedule with type,capacity,efficiency MP2 Yes 1411.1 Combustion htg. Indicate intermittent ignition,flue/draft damper&jacket loss N.A. 1411.1 Air-cooled chiller Provide total air and water chiller capacity N.A. 1411.2.1 Water-cooled chiller Full-load and NPLV values adjusted for any non-standard conditions N.A. 1411.4 Pkg.elec.htg.&clg. List heat pumps on schedule N.A. 1411.5 Unenclosed Heat I Indicate radiant heat system and occupancy controls 1412 HVAC Controls Yes 1412.1 Temperature zones Indicate locations on plans MPl Yes 1412.2 Deadband control Indicate 5 degree deadband minimum MP3 N.A. 1412.3 Humidity control Indicate humidistat Yes 1412.4 Setback and Shutoff Indicate thermostat with 7 day program capability&required setback MP3 N.A. 1412.4.1 Dampers Indicate damper location,leakage rate,control type,&max.leakage MPl N.A. 1412.4.2 Optimum Start Indicate optimum start controls N.A. 1412.5 Heat pump control Indicate heat pump thermostant&outdoor lockout on schedule Yes 1412.6 Combustion heating Indicate modulating or staged control Yes 1412.7 Balancing Indicate balancing features on plans MPl Yes 1412.8 Ventilation Control Indicate demand control ventilation for high-occupancy areas MP1 N.A. 1412.9 Loading Dock& Indicate enclosed loading dock&parking garage ventilation system Garage Ventilation activation and control method. N.A. 1422 Thermostat interlock Indicate thermostat interlock on plans N.A. 1432.2.1 Temperature Reset I Indicate temperature reset method 1413 Air/Water Economizers N.A. 1412.1 Single zone systems Indicate multiple cooling stage control capability. Yes 1413.1 Air Econo Operation Indicate 100%capability on schedule MP2 N.A. 1413.1 Wtr Econo Operation Indicate 100%capacity at 45 degF db&40 deg F wb N.A. 1413.2 Wtr Econo Document Indicate max.OSA condition for design clg load&equipment performance data. N.A. 1413.3 1 Integrated operation Indicate capability for partial cooling N.A. 1 1413.4 lHumidification Indicate direct evap or fog atomization w/air economizer 1414 Ducting Systems Yes 1414.1 Duct sealing Indicate duct design pressures,sealing,and testing requirements MP3 Yes 1414.1.2 Low press.duct test Indicate applicable low pressure duct systems shall be leak tested MP3 N.A. 1414.1.3 High press.duct test Indicate high pressure duct systems shall be leak tested,and identify the location of this ductwork on plans Yes 1414.2 1 Duct insulation Indicate R-value of insulation on duct MP3 1415 JPiping Systems Yes 1 1415.1 1 Piping insulation 11ndicate R-value of insulation on piping MP3 1416 Completion Requirements Yes 1416.3.2 System Balancing Indicate air and water system balancing requirements MP3 Yes 1416.3.3 Functional Testing Provide sequence of operations and test procedures. MP3 Yes 1416.3.4 Documentation Indicate O&M manuals,record drawings,staff training MP3 N.A. 1416.3.5 lComm.Report Indicate requirements for final commissioning report 1416.4 lCompliance Chklist Submit to building official upon substantial completion. Mechanical Summary Form Completed and attached. Equipment schedule with types,input/output, efficiency,cfm,hp,economizer 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Permit Plans Checklist Continued 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Address Dollar Tree Date 4/28/2015 The followingg�information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington Nonresidential Energy Code. Applicability Code Location Building Department es,no,na Section Component Information Required on Plans Notes SERVICE WATER HEATING AND HEATED POOLS (Sections 1440-1454) 1440 Service water htg. N.A. 1441 Elec.water heater Indicate R-10 insulation under tank N.A. 1442 Shut-off controls Indicate automatic shut-off of circulators or heat trace Yes 1443 Pipe Insulation Indicate R-value of insulation on piping MP3 N.A. 1444 Pump Energy Indicate method of pump energy management(Sec 1438) N.A. 1445 Heat Recovery Indicate preheat capacity as%of peak service water demand. 1460 Heated Pools N.A. 1452 Heat Pump COP Indicate minimum COP of4.0 N.A. 1452 Heater Efficiency Indicate pool heater efficiency N.A. 1453 Pool heater controls Indicate switch and 65 degree control N.A. 1454 Pool covers Indicate vapor retardant cover N.A. 1454 Pools 90+degrees Indicate R-12 pool cover N.A. 1455 Heat Recovery Indicate method and capacity of exhaust air temperature reduction COLD STORAGE (Sections 1460-1465) 1460 Cold Storage N.A. 1463 Evaporators Indicate motor type and speed control N.A. 1464 Condensors Indicate condenser cooling type,design wb temp and control N.A. 1465 Compressors Indicate design minimum condensing temp and control. If"no" is indicated for any item in Sections 1401-1424 or 1440-1465, provide explanation: CITY OF ARLINGTON BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY INTERNATIONAL BUILDING CODE SEC. 110 NOTE:THIS CERTIFICATE DOES NOT CERTIFY ELECTRICAL WORK At 121 E. Burke Avenue Building Permit Number 20150677 Name & Address of Owner Occupant Load Number of Stories Dollar Tree c/o Shopping Center 285 Persons 1 Property of Arlington Type of Construction/Sprinkler system required Use Burlington, WA 98233 III-B Yes Retail THE Tenant Improvement HAS BEEN INSPECTED AND APPROVED AS COMPLYING WITH THE 2012 EDITION OF THE INTERNATIONAL BUILDING CODE FOR GROUP M OCCUPANCY ISSUED THIS 23rd DAY OF September , 2015. BY n� X &" BY6aw*ff P I/ FIRE OFFICIAL BUILDING OFFICIAL THIS CERTIFICATE SHALL BE POSTED IN A CONSPICUOUS PUBLIC AREA AND SHALL NOT BE REMOVED,MUTILATED OR OBSCURED AND SHALL BE MAINTAINED IN LEGIBLE CONDITION AT ALL TIMES.ANY CHANGE OF OCCUPANCY REQUIRES A NEW CERTIFICATE. CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 Izo PHONE; (360) 403-3551 BUILDING PERMIT Address: 121 E Burke Avenue Permit#: 677 Parcel#: 0046 1803000 100 Valuation: 150000 00 OWNER APPLICANT CONTRACTOR Name: SHOPPING CENTER PROP OF Name:Paroline&Associates Name:Marco Contractors,Inc ARLINGTON LLC Address: PO BOX 271 Address:3617 SW Charlestown Street Address: Darren Patterson,Controller 100 Commonwealth Dr City, State Zip: BURLINGTON, WA 98233 City,State Zip: Seattle, WA 98126 City, State Zip:Warrendale, PA 15086-7501 Phone: Phone- 206-719-0339 Phone: 724-74 1-0300 MECHANICAL CONTRACTOR r T PLUMBING CONTRACTOR Name: Name: Address: Address: City, State,Zip: City, State,Zip: Phone: Phone: LIC#: EXP LIC#: EXP: JOB DESCRIPTION f PERMIT TYPE: Commercial Alteration CODE YEAR: STORIES: CONST. TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: t_ 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 ORA CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBCI 10/IRCI 10. 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 43101. Signature Print Name Date Released By Dat W CONDITIONS Adhere to approved plans. An RPBA is required to be installed as premise isolation after the meter before any branched connections. THIS PERMIT AUTHORIZE 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 6/10/2015 Building Permit Fee $1,738.25 6/10/2015 Building Plan Review Fee $1,129.86 6/10/2015 State Building Code Surcharge Fee $4.50 Total Due: $2,872.61 Total Payment: $0.00 Balance Due: S2,872.61 CALL FOR INSPECTIONS r 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 CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 Izo PHONE; (360) 403-3551 BUILDING PERMIT Address: 121 E Burke Avenue Permit#: 677 Parcel#: 0046 1803000 100 Valuation: 150000 00 OWNER APPLICANT CONTRACTOR Name: SHOPPING CENTER PROP OF Name:Paroline&Associates Name:Marco Contractors,Inc ARLINGTON LLC Address: PO BOX 271 Address:3617 SW Charlestown Street Address: Darren Patterson,Controller 100 Commonwealth Dr City, State Zip: BURLINGTON, WA 98233 City,State Zip: Seattle, WA 98126 City, State Zip:Warrendale, PA 15086-7501 Phone: Phone- 206-719-0339 Phone: 724-74 1-0300 MECHANICAL CONTRACTOR r T PLUMBING CONTRACTOR Name: Name: Address: Address: City, State,Zip: City, State,Zip: Phone: Phone: LIC#: EXP LIC#: EXP: JOB DESCRIPTION f PERMIT TYPE: Commercial Alteration CODE YEAR: STORIES: CONST. TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: t 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 ORA CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBCI l0/IRCI l0. 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 C[tv of Arlington 43101. " ),• Andy Paroline 6/10/2015 WDt Signature Print Name Date Released By CONDITIONS Adhere to approved plans. An RPBA is required to be installed as premise isolation after the meter before any branched connections. THIS PERMIT AUTHORIZE 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 6/10/2015 Building Permit Fee $1,738.25 6/10/2015 Building Plan Review Fee $1,129.86 6/10/2015 State Building Code Surcharge Fee $4.50 Total Due: $2,872.61 Total Payment: $0.00 Balance Due: S2,872.61 CALL FOR INSPECTIONS r 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 Permit #677 Address Payment Info Address 121 E BURKE AVENUE Receipt# 1205926 City ARLINGTON Date 6/10/2015 State WA Paid By andy paroline Zip 98223 Description 54906748 Payment Type cc Accepted By Fees Paid Fee Fee Description Amount Building Permit Fee 322.10.00.00 1,738.25 Building Plan Review Fee 345.83.00.00 1,129.86 State Building Code Surcharge Fee 386.00.01.00 4.50 Total Payment: 2,872.61 SNOHOMISH HEALTH DISTRICT WWW.SNOHD.ORG Environmental Health Division June 3, 2015 Andy Paroline 3617 SW Charlestown St Seattle, WA 98126 Subject: Proposed Dollar Tree, 121 E Burke Ave, Arlington Dear Mr. Paroline: 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 Dollar Tree was based upon the plans submitted May 6, 2015. Any changes to the plans submitted May 6, 2015 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 limited grocery (low risk General Food with 0-12 seats). 3. 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. 4. 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. 5. 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 41 OF or below. 6. Extra wall protection is required on walls behind restroom handwash sinks. A 16-inch high backsplash of plastic laminate, fiberglass-reinforced plastic or equal is acceptable. 7. All floors must be surfaced with a durable, nonabsorbent, easily cleanable material. Expansion joints, seams, saw cuts and the like in concrete floors in all areas, including customer seating areas, must be filled and sealed so as to provide a smooth and cleanable surface. 8. Plumbing must meet state and local codes. 9. 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 $168.00 re-inspection fee. Contact the Food Program office a minimum of one week in advance to schedule an appointment for the preoperational inspection. 3020 Rucker Avenue, Suite 104 ■ Everett, WA 98201-3900 0 tel: 425.339.5250 0 fax: 425.339.5254 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 ehagedornCab-snohd.org. Sincerely, �j{ EIJ ne Ha ed o n, RS 9 Environmental Health Specialist Food Establishment Plan Review EH/sm Enclosure: Permit application and fee schedule cc: City of Arlington Building Department Permit#: 677 Permit Date: 05/11/15 Permit Type: COMMERCIAL ALTERATION Project Name: Dollar Tree Applicant Name: Paroline &Associates Applicant Address: 3617 SW Charlestown Street Applicant, City, State, Zip: Seattle,WA 98126 Contact: Andy Paroline Phone: 206-719-0339 Email: andy@parolineassociates.com Scope of Work: TI for Dollar Tree Valuation: 150000.00 Square Feet: 0 Number of Stories: 1 Construction Type: Occupancy Group: ID Code: Permit Issued: Permit Expires: Permit Form Type: Civic Plus Number: Status: COMPLETE Assigned To: Launa Black Property Parcel# Address Legal Description Owner Name Owner Phone Zoning SHOPPING 00461803000100 121 E BURKE AVENUE CENTER PROP OF or Groceries(With Without Meat) ARLINGTON LLC or Contractors Contractor Primary Contact Phone Address Contractor Type License License# Darren Patterson, CONSTRUCTION Marco Contractors,Inc Martin Smith 724-741-0300 Controller 100 CONTRACTOR MARCOCI016L8 Commonwealth Dr Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 06/05/2015 C20.BUILDING Tenant Improvement BUILDING Completed FINAL Plan Reviews Date Review Type Description Assigned To Review Status 05/11/2015 COMMERCIAL BUILDING ALTERATION 05/11/2015 COMMERCIAL No comments,LT PW-ADMIN-GIS ALTERATION The building has a single water connection.the City of COMMERCIAL Arlington does not use deduct meters between tenants.An 05/11/2015 ALTERATION RPBA is required to be installed as premise isolation after PW-WAT-REV the meter before any branched connections. Gus Fees Fee Description Notes Amount Building Permit Table 4-1 $1,738.25 State Surcharge- 1 st DU Residential- 1 st Unit $4.50 Building Plan Review Table 4-2 $1,129.86 Total $2,872.61 Attached Letters Date Letter Description 05/14/2015 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 06/10/2015 andy paroline 54906748 cc $2,872.61 Outstanding Balance $0.00 Notes Date Note Created By: 05/11/2015 Large plan set in the review room. Launa Black Uploaded Files Date File Name 09/23/2015 1295700-Dollar Tree CO.doc 09/15/2015 1282252-TCO Dollar Tree.doc 06/10/2015 1133577-Health Dept.Letter.pdf 05/11/2015 1086096-121 DT Arlin gtonArch Struc Plans 050515 Part7.pdf 05/11/2015 1086097-121 DT Arlin g-on Arch Struc Plans 050515 Part8.pdf 05/11/2015 1086098-121 Electrical DT Arlington Elec Plans 050515 Partl.pdf 05/11/2015 1086099-121 Electrical DTArlington Elec Plans 050515 Part2.pdf 05/11/2015 1086100-121 lighting DT Arlington Lighting NREC Forms 050515 Partl.pdf 05/11/2015 1086101-121 lighting DT Arlington Lighting NREC Forms 050515 Part2.ptf 05/11/2015 1086102-121 lighting DT Arlington Lighting NREC Forms 050515 Part3.pdf 05/11/2015 1086088-121 DT Arlin gtonArch Struc Plans 050515 Partl.pdf 05/11/2015 1086090-121 DT Arlin gtonArch Struc Plans 050515 Part2.pdf 05/11/2015 1086092-121 DTArlingtonArch Struc Plans 050515 Part3.pdf 05/11/2015 1086093-121 DT Arlington Arch Struc Plans 050515 Part4.pdf 05/11/2015 1086094-121 DT Arlin gtonArch Struc Plans 050515 Part5.pdf 05/11/2015 1086095-121 DTArlingtonArch Struc Plans 050515 Part6.pdf 05/11/2015 1086073-121 Commercial Remodel Permit Application response.pdf 05/11/2015 1086075-121 DT Arlin gton BLDG Structural Calcs 050515.pdf 05/11/2015 1086078-121 Mech&Plumbing DT Arlington MP Plans 050515.pdf 05/11/2015 1086079-121 Mechanical DT Arlington MECH NREC Fonns 050515.pdf Date: 09/18/2026 Permit#: 677 Permit Date: 05/11/2015 Review Date: 05/11/2015 Permit Type: COMMERCIAL ALTERATION Review Type: COMMERCIAL ALTERATION Target Date: 05/22/2015 Scheduled 00:00 Time: Completed 05/18/2015 Date: Description: The building has a single water connection. the City of Arlington does not use deduct meters between tenants.An RPBA is required to be installed as premise isolation after the meter before any branched connections. Gus Review Status: Assigned To: PW-WAT-REV Time In: 00:00 Time Out: 00:00 Hours: 0.0 Property Information Parcel#: 00461803000100 SHOPPING CENTER PROP OF ARLINGTON LLC SHOPPING CENTER PROP OF ARLINGTON LLC PO BOX 271 121 E BURKE AVENUE BURLINGTON,WA 98233 Zoning: 541 Groceries (With or Without Meat)Lot: Block: