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17226 Smokey Point Blvd_BLD462_2026 (3)
• COMMERCIAL MECHANICAL 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 TWO (2) SETS OF CONSTRUCTION DRAWINGS AND ALL OTHER INFORMATION OUTLINED IN THE MECHANICAL PERMIT SUBMITTAL REQUIREMENTS, IF APPLICABLE. Type of Permit: O New Installation O Replacement 0 Alteration Project Valuation: 8000 Parcel ID# 0238170 Project Address: 17226 Smokey Point Blvd Project condensing unit, exhaust fan and air handler Description: Owner: Rite Aid Corp #5235 Address: PO Box 839 City: Camp Hill State: PA ZIP: 17011 Contact Person: Karen Wallace Phone: 425.405.7752 Cell Phone: 206.858.2409 Fax Number: E-mail: kwallace@pmdginc.com Address: 19401 40th Ave West, Suite 300 City: Lynnwood State: WA ZIP: 98036 Contractor Information Contractor: TBD Phone: TBD Address: TBD City: TBD State: WA ZIP: TBD License Number: TBD Expiration: TBD Please indicate type of number of appliances: CONDENSING 1� AC (VRF) GAS PIPING UNIT OUTLET HEAT PUMP FURNACE UNIT HEATER (multi-split) HEAT PUMP BOILER PAINT (mini-split) BOOTH Furnace CHILLER DRYER HEAT REJECTION COOLER TYPE I EQUIPMENT HOOD AC (air cooled) TYPE II AST HOOD AC (water cooled) VENTILATION UST SYSTEM AC (evaporator) PACKAGE OTHER 1 air handler UNIT Please Attach Plans and Supporting Documents (PDF Only) M-1 36x24 (1).pdf; M-2 36x24 (1).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. • COMMERCIAL PLUMBING SUBMITTAL CHECKLIST/APPLICATION Department of Community & Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 Phone (360) 403-3551 WHEN IS A PLUMBING PERMIT REQUIRED? The City of Arlington requires a plumbing permit before a plumbing system or fixture is installed, altered, or remodeled. This also includes replacement of a Hot Water Tank. The City of Arlington does not require a permit to stop leaks or clear stoppages, unless the piping being repaired is altered or replaced. PLUMBING PLAN REVIEW IS REQUIRED FOR THE FOLLOWING PROJECTS 1. New Commercial Buildings 2. New Multi-Family Buildings 3. Roof Drains and Overflow Systems 4. Tenant Improvements 5. Installation of Medical Gas Systems 6. Installation of Commercial Kitchen's and Deli's 7. Installation of Grease Traps 8. Installation of Grease Interceptors 9. Installation of Sumps 10. Installation of Cross Connection Backflow Devices SUBMIT THREE (3) COPIES OF THE FOLLOWING FOR PLUMBING PLAN REVIEW: ® Plumbing plans or drawings. (Minimum plan size is 18" X 24" scale, '/4" scale for details.) Provide one set of plumbing drawings maximum size 11" X 17" Size of sanitary and potable water systems ® Location, type and specifications (cut sheets) of proposed fixtures and equipment ® Riser diagram of waste and vent, potable water and rain water systems, including sizes ❑ Medical gas piping riser diagram indicating type of gas, storage room and size of piping. ❑ Location and type of all backflow assemblies for each fixture. hereby certify that I have read and examined this application and know the same to be true and correct and I am authorized to apply for this permit. THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS NOT REGULATED UNDER THE IRC. PLEASE FOLLOW THE SUBMITTAL REQUIREMENTS CHECKLIST TO MAKE SURE THAT ALL THE REQUIRED DOCUMENTS ARE SUBMITTED FOR REVIEW. Type of Permit: ❑ New Installation ❑X Addition/Alteration ❑ Industrial Project Address: 17226 Smokey Point Blvd Parcel ID# 0238170 Lot: Subdivision: Project Valuation: 18000 Project Description: restroom with lav and WC, two counter sinks and water heater Owner: Rite Aid Corp #5235 Address: Po Box 839 City: Camp Hill State: PA ZIP: 17011 Contact Person: Karen Wallace Phone: 1425.405.7752 Cell Phone: 206.858.2409 E-mail: kwallace@pmdginc.com Address: 19401 40th Ave West, Suite 300 City: Lynnwood State: WA ZIP: 98036 Please indicate number of fixtures: Water Closet Floor Sink Sump 0 0 0 Lavatory Laundry Tub Washer 0 0 0 Urinal Interceptor Sink 0 0 0 Floor Drain Dishwasher Backflow 0 0 0 Hosebib Water Heater Grease Trap 0 0 0 Med Gas Drinking Fountain Shower 0 0 0 Miscellaneous Other General Contractor: TBD Phone: TBD Cell Phone: TBD Address: TBD City: TBD State: WA ZIP: TBD License Number: TBD Expiration: TBD PROPOSED BUILDING USE ® Commercial Addition/Alteration ❑ Restaurant ❑ Medical ❑ Automotive Based ❑ New Commercial ❑ Office ❑ Industrial ❑ Machine Shop ❑ Other CROSS CONNECTION Please check all appliances that are proposed or are permanently connected to the water supply. ❑ Ice Maker ❑ Espresso Machine ❑ Carbonated Beverages ❑ Fume Hoods ❑ Degreasers ❑ Dialysis Equipment ❑ Hydrotherapy Equipment ❑ Dental Equipment ❑ Laboratory Equipment ❑ Autoclave/Sterilizers ❑ Air Washers ❑ Steam Generators ❑ Dye Vats ❑ Pressure Washers ❑ Cooling Towers ❑ Swimming Pools ❑ Hot Tub/Spa ❑ Ice Machine ❑ Coffee Urn/Espresso ❑ Aquarium ® Fire Sprinkler ❑ Sprinkler w/chemicals ❑ Lawn Irrigation ❑ Well on property ❑ Decorative Fountain WASTEWATER DISCHARGE 1. Does the plumbing system currently have a grease interceptor? ❑ Yes ❑❑ No ❑ Don't Know Date grease trap/interceptor was last cleaned (provide service record): 08/28/14 2. Does the plumbing system currently have an oil/water separator? ❑ Yes ❑ No ❑ Don't Know Date oil/water separator was last cleaned (provide service record): 08/28/14 3. Is water used in the business process (washing, rinsing, cooling)? ❑ Yes ❑ No ❑ Don't Know 4. Does your business require a NPDES permit? ❑ Yes 0 No ❑ Don't Know I have read and agree to comply with the terms and conditions of this agreement. 0 Please Attach Plans and Supporting Documents (PDF Only) P-1 36x24 (1).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. • 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: 17226 Smokey Point Project Valuation: 54000 Project Description: Replacing portion of existing retail area with (2) consultation rooms, (1) waiting area and (1)ADA unisex restroom Owner: Rite Aid Corp #5235 Address: PO Box 839 City: Camp Hill State: PA ZIP: 17011 Contact Person: Karen Wallace Phone: 425.405.7752 Cell Phone: 206.858.2409 E-mail: kwallace@pmdginc.com Address: 19401 40th Ave West, Suite 300 City: Lynnwood State: WA ZIP: 98036 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: Rite Aid Store #5235 Site Address: 17226 Smokey Point Blvd Bldg/Suite/Unit IBC Construction V-B IBC Occupancy Type: M Type: Description of Use: Retail sales with pharmacy Building Square 16,801 Number of Stories: 1 Footage: Square Footage Per 16,801 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: fire sprinkler will be deferred submittal and submitted by contractor 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) 5235 Arlington permit set.pdf; Arlington Wa (LTG) Energy Code.pdf; Arlington permit Transmittal 2014-07-28.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. g>� D m 0 sA 4 e z m \ DESIGNATION 00 g mpNp ' 00 D� N m4^'�In W N f I Zj N g SERVICE '�c" a 9 0 H3 �_ x g� � = f m m m o + MODEL D o o Z S A c (A zx-Ay 5� fTl zz - f F N Ex D + COOLING CAP. i m rr D� (BTU) T-1 n o m _2 Z Fn a o < HEATING CAP. $ (BTU) o o -0 c ti v o g z = o = $ c m f D Z $ CFM o A c (HIGH) C Z O N A r— c/) & LE 0 MODEL g � A D 4 A ro MCA O x Z z `� 0 z m D o `d MOCP m a z o z o y VOLTAGE PHASE r m N $ HZ u N y V `I SEER/EER `I N G is REMARKS a � a u D 2 0 0 o m D g CW Oo p N C X m C C N 2 < c z D D m 2 0 .101 0O� 0� m rri = m I . 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Omr m00 mC �mfl* OC ZOz� f*IDDZ CO ooZ Or 1m� m1n r C Fm Z-� I�*f O m�O VI O �1 O OZ m.1120 O C OCm00 mal0 1 m O B u wmzm to ccll W>Zs O D� V X jG Z O �ZN x>O ZOpz10O z pm <� fim m CmDN z�Am AA0CAC0 DID NN`5 �n Z 2 Zms 2 2mm�ONm �ZN I<tm.m 2 pC yD Opmmm �Ml pME (A mCj• fO*1 '-1 Ox m�y ;A �AV1F Op Z r001'1y Om X� 8p G) GJ m�� CNy ONy nC= DCyn�p 02 m^� �Sr<'� N;� ZA0 2ymm�5N nZX D� y>1 D m0� z TIZ 0 mm Ul_ �m D p�Ul mN01�*�.1m1� !'1D� .m>Z'mOm yN m-Or0 �T. �O� m• opt n�1 pZ 0 I� xX O Dy DpOmm MDA xzy �C.11 DS �r O pm- 0 Oy tA2DO.ZCi O mz0 OA N O -am ZO 1; N 8 r Z Z y D m 8 D 0 K < G O Z 2 w z Z p O O O D x y�y Z C z r O O 0 ?Z pN NO 2yDnN Z� 0 0 DOO y,Ompf�rl >Sfm*1 Op y{ o m� N O<�rZ S F*1m0 0�0 rn z6 v Cm O SVI f� O om Z Z N m �2 D w 0 0 m m O x 7 REVISIONS o C�C No. �O� 00� V o Z, 8/29/2014 BUILDING PERMIT SUBMI L OOP � ..STq � RITE AID#5235 ROBISON °No oNo .... ODS .moo ® 17226 SMOKEY POINT ROAD ENGINEERING,INC 3 0 x 0 >�m O � � ARLINGTON,WA 1940140TH AVE W,SUITE 302 LYNNWOOD,WA 98036 �oD 98223 PHONE:206-3643343 FAX 425835-0098 x ........._ o ODD a b design �� 3 7 2 1 3 1 4 1 5 1 6 1 7 1 8 9 1 10 1 11 12 1 13 1 14 1 15 1 16 ABBREVATIONS CODE DATA GENERAL NOTES DRAWING INDEX ' ew REFERENCE CODES SITE INFORMATION 1. THERE ARE TO BE NO CHANGES IN THE FOLLOWING SET OF CONSTRUCTION DRAWINGS SHEET# SHEET TITLE •� P PAINT 2012 WASHINGTON STATE BUILDING CODE STORE#5235 AND SPECIFICATIONS UNLESS APPROVED IN WRITING BY RITE AID CORPORATION. t� L AB ANCHOR BOLT FIN FINISH PIT PLATE 2012 WASHINGTON STATE FIRE CODE 17226 SMOKEY POINT GENERAL L ACT ACOUSTICAL CEILING TILE FIX,FIXT FIXTURE P.LAM PLASTIC LAMINATE 2012 WASHINGTON STATE MECHANICAL CODE ARLINGTON,WA 98223 2. CHANGES AS STATED ABOVE WOULD INCLUDE ANY VARIATION OF MATERIALS, PRODUCTS, group AW ACOUSTICAL WALLCOVERING FL,FLR FLOOR PLAS PLASTER 2012 WASHINGTON STATE PLUMBING CODE ASSESSOR PARCEL#: 0238170 MANUFACTURERS, OR CONSTRUCTION SHOWN, IMPLIED OR WRITTEN IN THIS CONSTRUCTION CS1 GENERAL INFORMATION Architects ACCOST ACOUSTICAL FLASH FLASHING PLYWD PLYWOOD 2014 NATIONAL ELECTRICAL CODE DOCUMENTS SET. ADJ ADJACENT,ADJUSTABLE FRTW FIRE RESISTANT TREATED WOOD PM PARTITION MOUNTED 2012 WASHINGTON STATE ENERGY CODE ZONING: HC[HIGHWAY COMMERCIAL] AS1 ACCESSIBILITY DETAILS AFF ABOVE FINISHED FLOOR FLUOR FLUORESCENT PNL PANEL,PANELBOARD 3. DRAWINGS DO NOT TAKE PRECEDENCE OVER SPECIFICATIONS. ANY CONFLICTS BETWEEN AS2 ACCESSIBILITY DETAILS 1940140t,AVE W, FOC FACE OF CONCRETE OR WITHIN THE DRAWING AND SPECIFICATIONS ARE TO BE BROUGHT TO THE IMMEDIATE OO ,W 300 AL ALUMINUM PP PREFINISHED PANELS USE GROUP TYPE OF CONSTRUCTION Llmmwoon,wA9aose ALT ALTERNATE FOF FACE OF FINISH PR PAIR ATTENTION OF THE RCM AND ARCHITECT. UNLESS DIRECTED OTHERWISE THE MOST FOS FACE OF STUDS MERCANTILE GROUP (M) TYPE VB FULLY SPRINKLERED BUILDING ARCHITECTURAL Contact Duncan Wallace AP ACCESS PANEL PROJ PROJECT ( ) STRINGENT CONDITION SHALL APPLY. APPROX APPROXIMATE FOW FACE OF WALL PROP PROPERTY ACCESSORY BUSINESS GROUP (B) ARCH ARCHITECTURAL FIR FRE alas IRE RATED/RETARDANT P.T.PT PRESSURE TREATED TENANT IMPROVEMENT IS ACCESSORY USE GROUP B.TO BE CONSIDERED ACCESSORY, 4. GENERAL CONTRACTOR TO REVIEW ALL DRAWINGS IN SET. SDI SITE PLAN(FOR REFERENCE ONLY) awaoace@P TazsTao 5-dgm 7746 com AF AWNING FABRIC FRP FIBERGLASS REINFORCED PANEL PT POINT CANNOT BE MORE THAN 10%OF OVERALL S.F.(IBC 508.2). AO EXISTING&PROPOSED FLOOR PLANS K FRT FIRE RETARDANT TREATED PTO PAPER TOWEL DISPENSER EXISTING BUILDING AREA =16,801 SOFT. 5. GENERAL CONTRACTOR TO PROVIDE A COMPLETE BUILD-OUT WITH ALL FINISHES, K B BASE FT FOOT,FEET PTN PARTITION STRUCTURAL, MECHANICAL AND ELECTRICAL COMPONENTS AS SHOWN OR INDICATED ON Al ENLARGED DEMOLITION PLAN,FLOOR PLAN&SCHEDULES AREA OF REMODEL =i596 SCI.FT. BD BOARD FTG FOOTING PWR POWER DRAWINGS. GENERAL CONTRACTOR TO PROVIDE ALL ITEMS SHOWN ON DRAWINGS AND BG BUMPER GUARD FURR FURRING ACCESSORY =3.5%-THEREFORE,THE TENANT IMPROVEMENT WRITTEN IN SPECIFICATIONS, UNLESS NOTED OTHERWISE. A2 ENLARGED REFLECTED CEILING PLAN&SCHEDULES 9664 IS PERMITTED AS PART OF THE"M"OCCPANCY REGSTER® BLDG BUILDING FW FIRE SERVICE QT QUARRY TILE A3 RESTROOM PLAN AND ELEVATIONS ARC HnECT BLK BLOCK G GAS CITY QUANTITY OCCUPANCY ANALYSIS: 6. ALL ITEMS SHOWN ON DRAWINGS ARE TO BE FURNISHED AND INSTALLED BY GENERAL BLKG BLOCKING GC GENERAL CONTRACTOR GROSS BUILDING S.F.=16,801 S.F. CONTRACTOR UNLESS SPECIFICALLY NOTED OTHERWISE. A4 PARTITION DETAILS BM BEAM GIRT GROUT R RISER SALES= 13,068 S.F. KENNEIRMCCRACIEN BOF BOTTOM OF FOOTING GA GAUGE RAD,R RADIUS RECEIVING&STORAGE=2,300 S.F. 7. GENERAL CONTRACTOR IS RESPONSIBLE TO MAINTAIN A CURRENT SET OF DRAWINGS ON STAMOFWASMNGTON BOT BOTTOM GALV GALVANIZED RCM REGIONAL CONSTRUCTION MGR OFFICES/CONSULTATION ROOMS=440 S.F. SITE AT ALL TIMES AND TO INSURE THE DISTRIBUTION OF NEW DRAWINGS TO MECHANICAL/PLUMBING/ELECTRICAL GB GRAB BAR RD ROOF DRAIN RESTROOM=167 S.F. SUBCONTRACTORS AND OTHER RELEVANT PARTIES AS SOON AS THEY ARE MADE M1 NOTES,SCHEDULES&HVAC PLAN CAB CABINET GEN GENERATOR REC RECESSED PHARMACY=826 S.F. AVAILABLE. ALL OLD DRAWINGS ARE TO BE MARKED VOID AND REMOVED FROM SITE AND 08125114 CB CONCRETE BLOCK GL GLASS RE REFERENCE RENDERED USELESS. M2 DETAILS&ENERGY CODE COMPLIANCE wMm 1 CDV COMBINATION DRAIN AND VENT GND,GRND GROUND REFL REFLECTED EGRESS OCC.LOAD J CEM CEMENT GWB GYPSUM WALLBOARD RENT REINFORCED SALES(1:30 S 8. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS PRIOR TO .F.)= 435 OCC. CER CERAMIC GYP GYPSUM REQ,READ REQUIRED FABRICATION AND INSTALLATION OF MATERIALS. CF CONCRETE FINISH RESIL RESILIENT RECEIVING&STORAGE(1:300 S.F.)= 8 OCC. P1 PLUMBING PLAN CFMF COLD FORMED METAL FRAMING HB HOSE BIBB RF RESILIENT FLOORING OFFICE/CONSULTATION ROOMS(1:100 S.F.)= 5 OCC. 9. GENERAL CONTRACTOR TO FURNISH SUBCONTRACTORS AND RELATED PARTIES WITH CG CORNER GUARD HC HANDICAPPED RM ROOM RESTROOM(1 PER FIXTURE)= 3 OCC, COMPLETE SET OF DRAWINGS. NO PARTIAL SET OR SHEETS REMOVED FROM SET WILL BE HD HEAD RO ROUGH OPENING PHARMACY(1:100 S.F.1= 8 OCC, PERMITTED. El POWER/DATA PLAN CJ CONTROL JOINT HDWD HARDWOOD CRCT CIRCUIT RWL RAIN WATER LEADER TOTAL GROUND FLOOR 459 OCC. E2 LIGHTING PLAN CL CLOSET HDWR HARDWARE 10. GENERAL CONTRACTOR TO FURNISH "AS BUILT" SET OF DRAWINGS TO OWNER UPON CLKG CAULKING HM HOLLOW METAL S SOUTH EXITING COMPLETION OF BUILD-OUT. E3 NOT USED CLG CEILING HORIZ HORIZONTAL SAN SANITARY 2 REQUIRED 50 TO 500 OCCUPANTS 3 REQUIRED 500 TO 1,000 OCCUPANTS CUR CLEAR HR HOUR SC SOLID CORE (IBC 1015.1.1) 11. GENERAL CONTRACTOR TO REVIEW ALL SHOP DRAWINGS AND SUBMIT COPIES AS E4 ONE-LINE&SCHEDULES CMU CONCRETE MASONRY UNIT HT HEIGHT SCHED SCHEDULE 3 EXISTING EXITS PROVIDED REQUIRED BY SPECIFICATIONS FOR REVIEW BY RITE AID OR ARCHITECT/ENGINEER. y COL COLUMN HVAC HEATING,VENTILATING,AND SD SOAP DISPENSER g COM CUSTOM HUTCH AIR CONDITIONING SECT SECTION EGRESS WIDTH REQUIREMENTS(IBC 1005.3.2) 12. GENERAL CONTRACTOR RESPONSIBLE FOR ALL ITEMS BUILT OR INSTALLED TO BE TRUE CONC CONCRETE ID INSIDE DIAMETER SF SQUARE FEET REQUIRED: 0.2"X 459 OCC= 92" AND PLUMB (WALLS, WINDOWS, ETC.). COND CONDITION SH SHE IE INVERT ELEVATION PROVIDED: 66"+36"+36"= 138" CONSTR CONSTRUCTION SHT SHEET IN INCH IF LARGEST DOOR LOST: 92"X 50%= 46"REQUIRED 13. GENERAL CONTRACTOR TO PROVIDE ALL BLOCKING AND FASTENERS, INCLUDING ALL CONT CONTINUOUS INSUL INSULATION SIM SIMILAR 138"-66"= 72"PROVIDED BLOCKING FOR GRAB BARS, SHELVES, AND ANY AND ALL OTHER WALL OR CEILING Q CONTR CONTRACTOR INT INTERIOR SL SLIDING MOUNTED ITEMS. CORR CORRIDOR IR IRRIGATION SM SURFACE MOUNTED Q SPEC SPECIFICATION CPT C ARPET SEE SHEET AO FOR EGRESS DOOR LOCATIONS CT CERAMIC TILE JAN JANITOR SQ SQUARE 14. GENERAL CONTRACTOR TO PROVIDE ALL MATERIALS NECESSARY FOR COMPLETE JST JOIST CONSTRUCTION OF BUILD-OUT. CTR CENTER JT JOINT SST STAINLESS STEEL ON DOWN ST STAIN M 15. GENERAL CONTRACTOR SHALL FURNISH ALL MATERIAL, LABOR AND EQUIPMENT TO fV .4DET DETAIL STD STANDARD g KP KICK PLATE COMPLETE ALL WORK AND FURNISH A COMPLETED JOB ALL IN ACCORDANCE WITH LOCAL � 0 G DIA DIAMETER STL STEEL AND STATE GOVERNING AUTHORITIES AND OTHER AUTHORITIES HAVING LAWFUL Gr DIFF DIFFUSER MDG MOLDING STO STORM JURISDICTION OVER THE WORK. DIM DIMENSION MACH MACHINE STOR STORAGE DISP DISPENSER MATL MATERIAL STRUCT STRUCTURAL 16. THE GENERAL CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, AND INSPECTIONS Q W DR DOOR MAX MAXIMUM SUSP SUSPENDED REQUIRED AND SHALL ALSO PAY FEES REQUIRED FOR THE GENERAL CONSTRUCTION, DWG(S) DRAWING,DRAWINGS MECH MECHANICAL SWL SOLID WHITE LINE PLUMBING, ELECTRICAL AND HVAC. PROTECT DESCRIPTION ti DWR DRAWER MEMB MEMBRANE SWSB SOLID WHITE STOP BAR ✓ SYM SYMMETRICAL E EAST MET,MTL METAL 17. LOCATION OF EQUIPMENT, AND WORK SUPPLIED BY OTHERS THAT IS DIAGRAMMATICALLY EA EACH MFR MANUFACTURER TEL TELEPHONE INDICATED ON THESE DRAWINGS SHALL BE DETERMINED BY THE G.C. THE GENERAL THE SCOPE OF WORK INCLUDES: MH MANHOLE TEMP TEMPERED,TEMPORARY CONTRACTOR SHALL DETERMINE LOCATIONS AND DIMENSIONS SUBJECT TO STRUCTURAL FITS EXTERIOR INSULATION AND MIN MINIMUM THK THICK,THICKNESS CONDITIONS AND WORK OF THE OTHER SUBCONTRACTORS. 1. MISCELLANEOUS DEMOLITION FOR RENOVATION TO ADD THE FOLLOWING ROOMS WITHIN THE EXISTING SPACE: N FINISH SYSTEM A. CONSULTATION ROOM(S). MIR MIRROR US TOP OF STEEL B. WAITING AREA. EJ EXPANSION JOINT "-, F. MISC MISCELLANEOUS TOW TOP OF WALL 18. DRAWINGS INDICATE THE MINIMUM STANDARDS, BUT IF ANY WORK SHOULD BE INDICATED C. ADA UNISEX RESTROOM. EL,ELEV ELEVATION MO MASONRY OPENING TT TOILET TISSUE DISPENSER TO BE SUBSTANDARD TO ANY ORDINANCES, LAWS, CODES, RULES OR REGULATIONS P ELEC ELECTRIC,ELECTRICAL M/R MOISTURE RESISTANT TYP TYPICAL BEARING ON THE WORK, THE GENERAL CONTRACTOR SHALL INCLUDE IN HIS WORK AND 2. INSTALL/MODIFY SHELVES & GONDOLAS. ELEV ELEVATOR MTD MOUNTED SHALL EXECUTE THE WORK CORRECTLY IN ACCORDANCE WITH SUCH ORDINANCES, LAWS, EMER EMERGENCY MTG MEETING,MOUNTING UNF UNFINISHED CODES, RULES OR REGULATIONS WITH NO INCREASE IN COSTS. NO NEW AREA WILL BE ADDED TO THE BUILDING FOOTPRINT. ENCL ENCLOSURE MILL MULLION ONO UNLESS NOTED OTHERWISE EQUIP EQUIPMENT 19. ALL EQUIPMENT AND ALL PRODUCTS PURCHASED ARE TO BE REVIEWED BY G.C. AND ALL EWC ELECTRIC WATER COOLER N NORTH VCT VINYL COMPOSITION TILE APPLICABLE SUBCONTRACTORS FOR ANY CONDITION PER MANUFACTURERS EXI EXHAUST NEO NEOPRENE VERT VERTICAL RECOMMENDATIONS. - FIRE SPRINKLER SUBMITTAL UNDER SEPARATE PERMIT IF REQUIRED BY AGENCY EXIST EXISTING NIC NOT IN CONTRACT VEST VESTIBULE - ELECTRICAL SUBMITTAL UNDER SEPARATE PERMIT IF REQUIRED BY AGENCY EXP EXPANSION,EXPOSED NO NUMBER VTR VENT THROUGH ROOF 20.ANY AND ALL ERRORS, DISCREPANCIES AND "MISSED" ITEMS ARE TO BE BROUGHT TO EAT EXTERIOR NOM NOMINAL VWC VINYL WALLCOVERING THE ATTENTION OF RITE AID DURING THE BIDDING PROCESS BY THE GENERAL FA FIRE ALARM TUTS NOT TO SCALE W WEST CONTRACTOR. ALL THESE ITEMS ARE TO BE INCLUDED IN THE BID. FB FLAT BAR W/ WITH S FCO FLOOR CLEANOUT WAT WATER ON OVERALL 21. GENERAL CONTRACTOR IS TO BE RESPONSIBLE FOR ALL ON-SITE SAFETY FROM THE TIME FD FLOOR DRAIN OBS OBSCURE WC WALL COVERING JOB IS AWARDED UNTIL ALL WORK IS COMPLETED AND ACCEPTED BY THE OWNER. FEN FOUNDATION OC ON CENTER WD WOOD FE FIRE EXTINGUISHER W'NDW WINDOW ODD OD OUTSIDE DIAMETER 22.CONSTRUCTION TO BE INSTALLED LEVEL, PLUMB, TRUE AND WITHIN THE TOLERANCES SET FEC FIRE EXTINGUISHER CABINET OFF OFFICE W'F WOOD FLOOR FORTH IN THE APPROPRIATE SPECIFICATION SECTION. POORLY INSTALLED NONCOMPLIANT OPNG OPENING WA WALK-OFF MAT WORK SHALL BE REMOVED AND REINSTALLED. OPP OPPOSITE W/o WITHOUT WP WATERPROOF WE WATER RESISTANT WT WEIGHT D SYMBOLS LEGEND VICINITY MAP PROJECT CONTACTS D �' B,.nrothmsu,a�ne - �NI DETAIL NUMBER CD OR s„tee IF� CLIENT ARCHITECT soaa a eaaa y� SHEET NUMBER teanaY eeme,' d, �� v RITE AID CORPORATION PM DESIGN GROUP,INC. 0 SHEET NOTE REFERENCE 1 PA F,lPea. �,po°� A- N�c^ - 30 HUNTER LANE 16219 SE 12TH STREET, SUITE 202 SECTION MARK 101 me FaereH clm,e-- ._ CAMP HILL, PA 17011 VACOUVER, WA 98693 si smpxey poi,t"' PHONE: (717)975-3753 PHONE: (360)719-1951 Kiaaie BKaa• Anye l§ix. CONTACT:TERRY HALBUR FAX: (360)719-1955 - ENLARGED PLAN/ DOOR TAG t EMAIL,THALBURGRITEAID.COM CONTACT: KEN MCCRACKEN T; DETAIL NUMBER 173m PI NE EMAIL: KMCCRACKEN®PMDGINC.COM C l -SHEET NUMBER SITE B rrna St NE amy wets e.exee-- 0 oMmpa Para and servieea�' A_ apamnelm..I. LOCATION PARTITION me ENLARGED PLAN DETAIL MARK PROJECT MANAGER M/EIP ENGINEER: - / l 01`8'.c m FN-X `_� �ZQ 4 17126 Smokey o 11111111 PM DESIGN GROUP, INC. ROBISON ENGINEERING Buzzinn S,eek�ouae„ T«P r,m« Point Blvd MCBmz 4 FURNITURE TAG aev- 19401 40TH AVE WEST, SUITE 300 me cande,e LYNNWOOD,WA 9 036 19401 40TH AVE WEST,SUITE 302 w m '��m c..e store LYNNE: (4 ) 98036 m - PHONE: (425) -3321 46 PHONE: (206) -009843 B 3 A-ooa 1 000 ROOM NAME -, ___ - - - �. O -�^ ( ) FAX: 425 835-0098 B FAX: 425 318-3321 ( ) _ CONTACT: DUNCAN WALLACE CONTACT: MARK ROBISON 2 172nd S!Nf '� wenaY, us.n,"x a T-Bert" EMAIL: DWALLACE®PMDGINO.COM EMAIL: MROBISON®ROBISONENGINEERING.COM CB.,k,d KAW ROOMNAME AND NUMBER - APP..Yed RWP ELEVATION MARK I S .,wpndedm Bmlet f Banxdameaan;5. �\ P 1 = / _ Project N. RIT14099.0 V FF�r Gu ,� m �' TIHe FINISHES TAG a ernes _ ' GENERAL COLUMN GRID Diacaum ream,e - _ INFORMATION A REVISION TAG t-1 NE Twn:a.Fo_gyP - A f � snee,No. _ _ ` Mae PM1im 1 ToyxoHwse' Laxewood Thu f - � Paps MwphY'sI //��^�q rot BuY apnp rM. T laxe'"'eaxe v,z+a CS 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Convention Description AccessBLE PaaKING sraLL NOTES 9 dimension showing English Moir.(in 1. WHEN PARKING SPACES ARE MARKED WITH LINES,WIDTH MEASUREMENTS OF PARKING SPACES AND ACCESS AISLES SHALL BE f INTERNATIONAL W ""6 inches unless otherwise specified) MADE FROM THE CENTERLINE OF THE MARKING. /S SIGN OF FULL LENGTH OF •�q 915 above the fine and W units ON VV"" ACCESSIBILITY,SEE VEHICLE PULL-UP SPACE U] mdfimerers unless otherwise specified) EXCEPTION:WHERE PARKING SPACES OR ACCESS AISLES ARE NOT ADJACENT TO ANOTHER PARKING SPACE OR ACCESS AISLE, PARKING COMMUNICATION 20,MINIMUM Q� MEASUREMENTS SHALL BE PERMITTED TO INCLUDE THE FULL W1DIH OF THE LINE DEFINING THE PARKING SPACE OR ACCESS ONLY ACCESS AISLE 6 bebwrhe tine AREA TO BE MARKED AISLE. ELEMENTS AND CONNECTS DIRECTLY TO L 15p 2. CAR PARKING SPACES SHALL BE 96 INCHES WIDE MINIMUM AND VAN PARKING SPACES SHALL BE 132 INCHES WIDE MINIMUM FEATURES DETAIL CURB LINE AN ACCESSIBLE ROUTE L ' dimension for smell measurements 36r MIrHHL" FOR MORE group "5 INCHES EXCEPTION;VAN PARKING SPACES SHALL BE PERMITTED TO BE 96 INCHES WIDE MINIMUM WHERE THE ACCESS AISLE IS 96 $250 INFORMATION 33 36 BLUE BACKGROUND INCHES WIDE MINIMUM. As -6-chitectS VAN dimension showing.range with 3. ACCESS AISLES SERVING PARKING SPACES SHALL ADJOIN AND ACCESSIBLE ROUTE.TWO PARKING SPACES SHALL BE PERMITTED 840A15 rmmum-mawmum TO SHARE A COMMON ACCESS AISLE. VAN ACCESSIBLE WHITE q. ACCESS AISLES SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM. SIGN 19401 40th AVE W, min rnunum 5. ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY.ACCESS AISLES SHALL BE PERMITTED TO BE PLACES ON WITHER Suk 300 EMBLEM MUST BE SIDE OF THE PARKING SPACE EXCEPT FOR ANGLES VAN PARKING SPACES WHICH SHALL HAVE ACCESS AISLES LOCATED ON max mawmum b= LOCATED IN STALL THE PASSENGER SIDE OF THE PARKING SPACES. LITJNWOOD,WA98036 6. GROUND SURFACES SHALL BE STABLE,FIRM AND SUP RESISTANT.ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE grcarer than I n1 m So THAT IT I$ PARKING SPACES THEY SERVE.CHANGES IN LEVEL ARE NOT PERMITTED,SLOPES SHALL NOT BE GREATER THAN 1:48. B = greater than or equal ro VISIBLE BY A 7. PARKING SPACES FOR VANS AND ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM SHALL PROVIDE A VERTICAL Conia c[:ID...n Wallace U ❑ TRAFFIC CLEARANCE OF 98 INCHES MINIMUM, 2"STEEL POST (426)406 7746 r ro < less than z t--� ENFORCEMENT B. PARKING SPACE IDENTIFICATION SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY.SIGNS SHALL BE 60 KMM.c1 @pmdgi. ... S less then or equal ro OFFICER WHEN A INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE MEASURED TO THE BOTTOM OF THE SIGN. FINISHED GROUND PASSENGER LOADING ZONE K boundary of dear Boor space or VEHICLE IS 9. PARKING SPACES AND ACCESS AISLES SHALL BE DESIGNED TO THAT CARS AND VANS,WHEN PARKED CANNOT OBSTRUCT THE N PROPERLY PARKED REQUIRED CLEAR WDTH OF ADJACENT ACCESSIBLE ROUTES. K aneuvenng clearance IN THE SPACE NOTES: �i enrerLne (CENTERED AT TOTAL PARKING xEaUIFEo MINIMUM n9N�Tt 8"MINIMUM 1. PASSENGER LADING ZONES SHALL ADJOIN A ACCESSIBLE ROUTE AND SHALL apermiG dohPoenrnrir.e.ren.inn 132min in ENTRANCE To T REclsmem 96 mn IN LOT OF ACCESSIBIE SPACES OVERLAP NOT OVERLAP THE VEHICULAR WAY 9664 2. ACCESS AISLES SHALL L MARKED SO AS TO DISCOURAGE PARKING IN THEM. ARCIRIPLT 3350 1515 2440 RECOMMENDED.) 26 TO 50 2 m 3. GROUND SURFACES SHALL BE STABLE,FIRM AND SLIP RESISTANT.ACCESS direction ofnavd or approach 51 To 75 3 AISLES SHALL V AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE. Van Car 71 TO Tao a STEEL SIGN CHANGES IN LEVEL ARE NOT PERMITTED.SLOPES SHALL NOT BE GREATER THAN waY,fiMMr,ceding Mr other element 151 TO 1.20G 5 POST ANCHOR ��f mb.eerb PROPORTIONS- 2 ro zoo 6 1:48. n ar plan ]IQNNN]'ll3 MC C RAC KFN SURFACE IDENTIFICATION 4. VEHICLE PULL-UP SPACE.ACCESS AISLES SERVING THEM,AND A VEHICULAR ahighfighredelemenrin 3O1 io 400 a N91E ROUTE FROM AND ENTRANCE TO THE PASSENGER LOADING ZONE,AND FROM STATE OF WASHNGIDN elevaeon o.plan sm1 Too 0o z PERe[rv9 OF TOTAL 1. SIGN TO BE CENTERED AT THE INTERIOR THE PASSENGER LOADING ZONE TO A VEHICULAR EXIT SHALL PROVIDE A toot AND OVER 20 PLUS I FOR EACH END OF PARKING SPACE. VERTICAL CLEARANCE OF 114 INCHES MINIMUM. j�jjjj/ location zone ofelement.comrol or 2. AREA OF SIGN TO BE A MINIMUM OF 70 100 OVER 1000 08125114p� / barure SQUARE INCHES. VAN SPACES:FOR EVERY 51%OR FRACTION OF SIX 3. DESIGNATE FOR"VAN ACCESSIBLE"WHEN J NAPHO coFrvan DM FO RD 1�s 3 / '789SELE PARKING Hreiin AACCESSIOLE PARKING SPACES, LEASE ONE SHALL BE APPROPRIATE. PA88EN06 LOApNO l rvTs �J rvTs vAN Acc[ssIREQUIREN Ac SIB _ nT5 REV 2 REV 2 DOMINANT DIRECTION V V ar least as wide. 36 min NOTES: OF TRAVEL curb ra 1. CURB RAMPS AND THE FLARED SIDES OF CURB RAMPS 36 min mp 915 SHALL BE LOCATED SO THAT THEY S NOT PROJECT INTO 915 24 min VEHICULAR TRAFFIC LANES,PARKING SPACES,OR PARKING T���T(�� - I 2 610 ACCESS AISLE.CURB RAMPS AT MARKED CROSSINGS LONG DIMENSION �I ��f l 6.4 1 ]g SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS, TO TO f L es EXCLUDING ANY FLARED SIDES. DOMINANT DIRECTION OF =""" I7 6.4 slope 2. DIAGONAL OR CORNER TYPE CURB RAMPS WITH RETURNED TRAVEL CURBS OR OTHER WELL-DEFINED EDGES SHALL HAVE THE dilE EDGES PARALLEL TO THE DIRECTION OF PEDESTRIAN FLOW. PASSENGER LOADING ZONE H H THE BOTTOM OF DIAGONAL CURB RAMPS SHALL HAVE A CLEAR SPACE 48 INCHES MINIMUM OUTSIDE ACTIVE TRAFFIC LANES OF THE ROADWAY.DIAGONAL CURB RAMPS PROVIDED AT MARKED CROSSINGS SHALL PROVIDE THE 48 ELONGATED OPENINGS IN FLOOR OR GROUND SURFACES 48 min 48 min INCHES MINIMUM CLEAR SPACE WITHIN THE MARKINGS. 1220 f22p DIAGONAL CURB RAMPS WITH FLARED SIDES SHALL HAVE %max ax A SEGMENT OF CURB 2C INCHES LONG MINIMUM LOCATED SIDES AT CURB RAMPS 24 min MARKEDHCRIDE OF OSSING,THE CURB RAMP AND WITHIN THE 64 O 3. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD 610 SURFACES IMMEDIATELY ADJACENT TO THE CURB RAMP SHALL NOT BE STEEPER THAN 1:20 THE ADJACENT CARPET PILE HEIGHT PASSENGER LOADING ZONE SURFACES AT TRANSITIONS AT CURB RAMPS TO WALKS, GUTTERS,AND STREETS SHALL BE AT THE SAME LEVEL. M g 4. WHERE PROVIDED,CURB RAMPS FLARES SHALL NOT BE N �• STEEPER THAN 1: BE NOTES: 1. FLOOR AND GROUND SURFACES SHALL BE STABLE FIRM AND SLIP RESISTANT. T V V 5. LANDINGS SHALL BE PROVIDED AT THE TOPS OF CURB 1. CHANGES IN LEVEL GREATER THAN 1/2"SHALL BE RAMPED. G b h 2. CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM M RAMPS.THE LANDING CLEAR LENGTH SHALL BE 36 N I ro CUSHION,PAD,OR BACKING OR NOT CUSHION OR PAD.CARPET OR CARPET TILE N INCHES MINIMUM.THE LANDING CLEAR WIDTH SHALL BE AT LEASE AS WIDE AS THE CURB RAMP,EXCLUDING SHALL HAVE A LEVEL LOOP,TEXTURED LOOP,LEVEL CUT PILE,OR LEVEL ►r FLARED SIDES, TH LEADING TO THE LANDING.EXCEPTION: IN CUT/UNCUT PILE TEXTURE,EXPOSED EDGES OF CARPET SHALL BE FASTENED TO ;�7r ALTERATIONS WHERE THERE IS NO LANDING AT THE TOP ROV FLOOR SURFACES AND SHALL HAVE TRIM IN E ENTIRE LENGTH OF THE EXPOSED OF CURB RAMS,CURB RAMP FLARES SHALL BE FIR EDGE.CARPET TRIM SHALL COMPLY WITH CHANGES IN LEVEL. w O AND SHALL NOT BE STEEPER THAN 1:12. Vl CUT THRU ISLAND (B) CURB RAMP AT ISLAND DIAGONAL OR CORNER TYPE CURB RAMPS N 18 aNe RAMP. 6 FLOOR OR.Roue SURFACES 2 aaNclEa N L.EY13 N - rvTs - rvTs - rvTs � F REV 2 REV 2 REV 2 F 1 4 20-- >2"5 48 min h Sfi NOTES. CLEAR FLOOR OR GROUND SPACE 1. DOORS ARE NOT PERMITTED TO SWING INTO CLEAR FLOOR SPACE. 2, FLOOR OR GROUND SURFACES OF A CLEAR FLOOR OR GROUND SPACE SHALL COMPLY WITH FLOOR AND GROUND SURFACES AND CHANGES IN LEVEL ARE NOT PERMITTED. WHERE A HIGH FORWARD REACH IS OVER AN - E,^g Y�" OBSTRUCTION, LE CLEAR FLOOR SPACE SHALL EXTEND y 60 mein BENEATH THE ELEMENT FORA DISTANCE NOT LESS THAN E 60 aun 'I rszs 'I ^ THE REQUIRED REACH DEPTH OVER THE OBSTRUCTION. E k UNOBSTRUCTED FORWARD REACH OBSTRUCTED HIGH FORWARD REACH � / s \ E e 4 1 24 min b" VERTICAL CLEARANCES LIMITS OF PROTRUDING OBJECTS / a -�• I- GENERAL: B E w J 1, DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES MINIMUM M \ 36 min ABOVE THE FINISH FLOOR OR GROUND IN VERTICAL CLEARANCEIt - 2. PROTRUDING OBJECTS SHALL NOT RED U CE THE CLEAR WIDTH REQUIRED FOR 11 min vs S'min ACCESSIBLE ROUTES 4-- 3" X 1�f� l Ozmax IOzmax >10 4 max CIRCULAR TURNING SPACE 305T-SHAPED TURNING SPACES D NOTES. '4T"A'4- OBSTRUCTED SIDE REACH OBSTRUCTED HIGH SIDE oREACH D 1. UNLESS OTHERWISE SPECIFIED,DOORS SHALL BE PERMITTED TO SWING INTO TURNING Xs11 c o NOTES: SPACES. 1. APO LEAR FLOOR OR GROUND SPACE SHALL BE PROVIDED. 2. EACH ARM OF THE T-SHAPED SPACE SHALL BE CLEAR OF OBSTRUCTIONS 12 INCHES o� 4 max 4 moaz 2. OERABLE PARS SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES MINIMUM IN EACH DIRECTION AND THE BASE SHALL BE CLEAR OF OBSTRUCTIONS 24 n h ra n 3. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE INCHES MINIMUM.THE SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE N X>i2 TIGHT GRASPING,PINCHING.OR TWISTING IF THE WRIST.THE FORCE REQUIRED TO CLEARANCE ONLY AT THE END OF EITHER THE BASE OR ONE ARM. 305 ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM. 15 TUVlq SPACE/Cl cse FLOOR OR GROUNE)7PACE 11 P80lBUDhq OBJECTB AND M3fRCAL CLEABANCEa 3 REACH MNOEB rvrs POST-MOUNTED PROTRUDING OBJECTS Nrs REV 2 REV 2 REV 2 GENERAL: NOTES: 14 max 24 max 1. NOTHING IN THIS STANDARD IN INTENDED TO PREVENT THE USE OF DESIGNS, 1. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, C PRODUCTS,OR TECHNOLOGIES AS ALTERNATIVES TO THOSE PRESCRIBED BY THIS ACCESSIBLE FACILITIES,ACCESSIBLE ELEMENTS,AND ACCESSIBLE SPACES THAT ARE 48zmm r O ^8$ .E B C STANDARD,PROVIDED THEY RESULT IN EQUIVALENT OR GREATER ACCESSIBILITY AND REQUIRED ON THE SAME SITE.EXCEPTION: AN ACCESSIBLE ROUTE SHALL NOT BE B°p P - SUCH EQUIVALENCY IS APPROVE BY THE ADMINISTRATIVE AUTHORITY ADOPTING THIS REQUIRED BETWEEN ACCESSIBLE BUILDINGS,ACCESSIBLE FACILITIES,ACCESSIBLE I STANDARD. ELEMENTS,AND ACCESSIBLE SPACES IF THE ONLY MEANS OF ACCESS BETWEEN THEM IS A VEHICULAR WAY NOT PROVIDING PEDESTRIAN ACCESS. L--- i 4 48 min 2. ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING b°' N` N` No a - COMPONENTS; WALKING SURFACES WITH A SLOPE NOT STEEPER THAN 1:20,DOORS 6max 17-25 30�:n - AND DOORWAYS,RAMPS,CURB RAMPS EXCLUDING THE FLARED SIDES,ELEVATORS. Z�gm AND PLATFORM LIFTS Wrso ewsss @) CLEAR FLOOR SPACE FORWARD APPROACH PARALLEL APPROACH 3. REVOLVING DOORS,REVOLVING GATES AND TURNSTILES SHALL NOT BE APART OF AN ACCESSIBLE ROUTE. CLEAR WIDTH OF AN ACCESSIBLE ROUTE elevamn plan 4. ACCESSIBLE ROUTES SHALL COMPLY WITH FLOOR AND GROUND SURFACES. h - 5. ACCESSIBLE ROUTS SHALL COMPLY WITH CHANGES IN LEVEL. 8min `o- $ 6. THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20.THE zo CROSS SLOPE OF A WALKING SURFACE SHALL NOT BE STEEPER THAN 1:48 7. AN ACCESSIBLE ROUTE WTH A CLEAR WIDTH LESS THAN 60 INCHES SHALL PROVIDE (- $ PASSING SPACES AT INTERVAL$OF 200 FEET MAXIMUM.PASSING SPACES SHALL BE '�A B 60zmin B Drawn - EITHER A 60 INCH MINIMUM BY 60 INCH MINIMUM SPACE OR AN INTERSECTION OF Checked KAW TWO WALKING SURFACES THAT PROVIDE A T-SHAPED TURNING SPACE COMPLYING �? b 9adn Ff-4 TURNING SPACE PROVIDED THE BASE AND ARMS OF THE T-SHAPED SPACE EXTEND ry L Approved POP 48 INCHES MINIMUM BEYOND THE INTERSECTION. 8. EMPLOYEE WORK AREAS: COMMON USE CIRCULATION PATHS WITHIN EMPLOYEE WORK2 25Amax ADDITIONAL MANEUVERING CLEARANCE ADDITIONAL MANEUVERING CLEARANCE AREAS SHALL BE ACCESSIBLE ROUTES.EXCEPTION: COMMON USE CIRCULATION PATHS, FOR FORWARD APPROACH IN ALCOVE FOR PARALLEL APPROACH IN ALCOVE Project No. RIT1409PO LOCATED WITHIN EMPLOYEE WORK AREAS THAT ARE LESS THAN 300 SQUARE FEET IN 11 min s NOTES: SIZE AND DEFINED BY PERMANENTLY INSTALLED PARTITIONS,COUNTERS,CASEWORK OR zea Title FURNISHINGS,SHALL NOT BE REQUIRED TO S ACCESSIBLE ROUTES. () l 1. FLOOR SURFACES OF A CLEAR FLOOR SPACE SHALL HAVE A SLOPE NOT STEEPER 9. MULTILEVEL BUILDINGS: AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT EACH Q O elevation plan THAT 1:48 AND SHALL COMPLY WITH FLOOR SURFACES. ACCESSIBLE ACCESSIBLE LEVEL,INCLUDING MEZZANINES,IN MULTILEVEL BUILDINGS AND FACILITIES. 2. UNLESS OTHERWISE SPECIFIED,CLEAR FLOOR SPACE SHALL BE PERMITTED TO INCLUDE STANDARDS EXCEPTIONS: AN ACCESSIBLE ROUTE SHALL NOT BE REQUIRED TO TO STORIES AND NOTES, KNEE AND TOE CLEARANCE. MEZZANINES ABOVE AND BELOW ACCESSIBLE LEVELS THAT HAVE AN AGGREGATE AREAR 1, WHERE SPACE BENEATH AN ELEMENT IS INCLUDED AS PART OF CLEAR FLOOR 3. UNLESS OTHERWISE SPECIFIED,THE CLEAR FLOOR SPACE SHALL BE POSITIONED FOR OF NOT MORE THAN 3,000 SQUARE FEET,THIS EXCEPTION SHALL NOT APPLY TO SPACE AT AN ELEMENT,CLEARANCE AT AN ELEMENT,OR A TURNING SPACE, EITHER FORWARD TR PARALLEL APPROACH TO AN ELEMENT. MULTIPLE TENANT FACILITIES OF GROUP M OCCUPANCIES CONTAINING FIVE OR MORE 42 min 41 min 36 min 36 min 4. ONE FULL.UNOBSTRUCTED SIDE OF THE CLEAR FLOOR SPACE SHALL ADJOIN OR A rocs rocs vu vrs THE SPACE SHALL COMPLY KNTHNEE KNEE AND TOE CLEARANCE REQUIREMENTS. OVERLAP AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR SPACE. A TENANT SPACES. ADDITIONAL SPACE BEYOND KNEE AND TOE CLEARANCE SHALL BE PERMITTED 5. IF A CLEAR FLOOR SPACE IS IN AN ALCOVE OR OTHERWISE CONFINED ON ALL OR PAR Sheet No. BENEATH ELEMENTS. OF THREE SIDES.ADDITIONAL MANEUVERING CLEARANCES COMPLYING WITH X<48 X PO MANEUVERING CLEARANCE IN ALCOVE. 2O OBBiAL NOIEB 16 A BD� run rzzM 8 KFIff AW TCE GLEMAHCE 4 CLEAB- nT5 - nT5 180 DEGREE TURN REV I REV 2 RjV 2180 DEGREE TURN(EXCEPTION) FLOOR SPACE A S1 - nT5 - nT5 REV 2 REV 2 REV 2 -- " i 2 3 4 7 1 6 1 7 1 8 1 9 10 1it1 12 1 13 14 1 15 16 1 2 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 NOTES ' Ai pp��ppY 1. FIRE ALARM SYSTEMS SHALL HAVE PERMANENTLY INSTALLED AUDIBLE AND VISIBLE ALARMS COMPLYING 9G WITH NFPA 72(IEEE OR 2002 EDITION)EXCEPT THAT THE MAXIMUM ALLOWABLE SOUND LEVEL OF AUDIBLE NOTIFICATION APPLIANCES COMPLYING WITH SECTION 4-3.2.1 OF NFPA 72(19999 EDITION)SHALL HAVE A .'q SOUND LEVEL NO MORE THAT 11ODB AT THE MINIMUM HEARING DISTANCE FROM THE AUDIBLE APPLIANCE. lf] ill 11 AREA OF 2. WHERE BOTH VISUAL AND TACTILE CHARACTERS ARE REQUIRED,WITHER ON SIGN WITH BOTH VISUAL AND TACTILE CHARACTERS,OR TWO SEPARATE SIGNS,ONE REFUGE WITH VISUAL,AND ONE WITH TACTILE CHARACTERS,SHALL BE PROVIDED. L ® q5" Ill min C 3. RAISED CHARACTERS SHALL BE 1/32 INCH MINIMUM ABOVE THEIR BACKGROUND. 1 s 4. CHARACTERS SHALL BE SANS SERIF.CHARACTERS SHALL NOT BE ITALIC,OBLIQUE,SCRIP,HIGHLY DECORATIVE OR OF OTHER UNUSUAL FORMS. grOL1p jJ 5. CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER"0"IS 55 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE a centered on •���■ HEIGHT OF THE UPPERCASE LETTER"I". -6-ch3tectS •� B Li N racrde CHARACTER HEIGHT MEASURED VERTICALLY FORM THE BASELINE OF THE CHARACTER SHALL BE 5/8 INCH MINIMUM AND 2 INCHES MAXIMUM BASED ON THE b HEIGHT OF THE UPPERCASE LETTER"I".EXCEPTION; WHERE SEPARATE RAISED AND VISUAL CHARACTERS WITH THE SAME INFORMATION ARE PROVIDED,RAISED "1 a l8 min ME CHARACTER HEIGHT SHALL BE PERMITTED TO BE 1/2 INCH MINIMUM. 1940140th AVE W, sss pctmgram IN V TR IN i A 7. STROKE THICKNESS OF THE UPPERCASE LETTER"I"SHALL BE 15 PERCENT MA%IMUM OF THE HEIGHT OF THE CHARACTER. Sude 300 LOCATION OF TACTILE Gehl SVMBOLx.BF"A.CCESS 8. CHARACTER SPACING SHALL BE MEASURED BETWEEN THE TWO CLOSEST POINTS OF ADJACENT RAISED CHARACTERS WITHIN A MESSAGE,EXCLUDING WORD LYNNWOOD,WA98036 SIGNS AT DOORS ACCESSIBILITY FOR HEARING LOSS SPACES,WHERE CHARACTERS HAVE RECTANGULAR CROSS SECTIONS,SPACING BETWEEN INDIVIDUAL RAISED CHARACTERS SHALL BE 1/8 INCH MINIMUM AND 4 HEIGHT OF TACTILE CHARACTERS ABOVE PICTOGRAM FIELD, TIMES THE RAISED CHARACTER STROKE WIDTH MAXIMUM.WHERE CHARACTERS HAVE OTHER CROSS SECTIONS,SPACING BETWEEN INDIVIDUAL RAISED CHARACTERS c'o matt Duncan Wallace SHALL BE 1/16 INCH MINIMUM AND 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAXIMUM AT THE BASE OF THE CROSS SECTIONS,AND 1/8 INCH MINIMUM (425)405-7746 FINISHED FLOOR OR GROUND HEIGHT OF RAISED CHARACTERS AND 4 TIME THE RAISED CHARACTER STROKE WIDTH MAXIMUM AT THE TOP OF THE CROSS SECTIONS.CHARACTERS SHALL BE SEPARATED FROM RAISED d,UI1 ce@pmdgmc.com distance between dlsmnce between dots BORDERS AND DECORATIVE ELEMENTS 3/8"MINIMUM. din dots AREA OF 9. SPACING BETWEEN THE BASELINES IF SEPARATE LINES OF RAISED CHARACTERS WITHIN A MESSAGE SHALL BE 135 PERCENT MINIMUM AND 170 PERCENT K rrespon g in the same cell U E BRAILLE DIMENSIONS VISUAL CHARACTER HEIGHT MAXIMUM OF THE RAISED CHARACTER HEIGHT. K ro adjacent cells a braille MEASUREMENT MINIMUM IN INCHES HEIGHT ABOVE BOOR TO BASE HORIZONTAL MINIMUM 10.BRAILLE SHALL BE CONTRACTED(GRADE 2). Q RANGE MAXIMUM IN INCHES LINE OF CHARACTER MEWNG DISTANCE CHARACTER HEIGHT 11.BRAILLE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE AND SHALL COMPLY WITH TABLE 703.3.1.THE INDICATION OF AN UPPERCASE LETTER OR LETTERS d'smnce between dots �1/ cell 9664 DOT BASE DIAMETER 0.05E IN INC) 40 INCHES TO LESS CHARACTER OR LESS MAN 6 FEET 5/8 INCH SHALL ONLY BE USED BEFORE THE FIRST WORK OF SENTENCES,PROPER NOUNS AND NAMES,INDIVIDUAL LETTERS OF THE ALPHABET,INITIALS,AND ACRONYMS. REGISIIEItt® in the same reR O O O M EQUAL TO 70 INCHES 12.BRAILLE SHALL BE POSITIONED BELOW THE CORRESPONDING TEXT,IF TEXT IS MULTI-LINED,BRAILLE SHALL BE PLACED BELOW THE ENTIRE TEXT.BRAILLE SHALL ARCETIECT blank cells ace 0.063(1.6MM) 6 FEET AND GREATER 5/8 INCH,PLU51/8 INCH PER FOOT OF BE SEPARATED 3/8 INCH MINIMUM FORM RAISED BORDERS AND DECORATIVE ELEMENT.EXCEPTION: BRAILLE PROVIDED ON ELEVATOR CAR CONTROLS SHALL BE distance betwee 0 O between wo+ds DISTANCE BETWEEN TAG DOTS IN THE 0.090(2.3NM) - NEWING DISTANCE ABOVE 6 FEET SEPARATED 3/16 INCH MINIMUM AND SHALL BE LOCATED EITHER DIRECTLY BELOW OR ADJACENT TO THE CORRESPONDING RAISED CHARACTERS OR SYMBOLS. rrespGmil dots SAME CELL To GREATER THAN 70 INCHES To LESS THAN LESS THAN 15 FEET 2 INCHES 13.TACTILE CHARACTERS FOR ELEVATORS SHALL NOT BE REQUIRED TO BE MOUNTED BETWEEN 48 INCHES AND 60 INCHES. ed dot 0.100(2.5MM) OR EQUAL i0 t20 INCHES 14.WHERE A TACTILE SIGN IS PROVIDED AT A DOOR,THE SIGN SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE.WHERE A TACTILE SIGN IS PROVIDED I�NNHOIMCCRACKEIN Itom one tell 15 FEET AND GREATER 2 INCH,PLUS 1NC INCH PER FOOT OF DISTANCE BETWEEN CORRESPONDING DO15 0.241 6.iMM Q Q Q �� ( ) V1ElwNG DISTANCE ABOVE t5 FEET AT DOUBLE DOORS NTH ONE ACTIVE LEAF,THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF.WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS NTH STATE OF WASHWGIDN d'+ecdy below r,•, A 3/8 min IN ADJACENT CELLS TO TWO ACTIVE LEAFS,THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR.WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A base diameter - 0.300(7.6MM) GREATER THAN 120 INCHES LESS THAN 21 FEET 3 INCHES SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS,SIGN SHALL BE LOCATED ON THE NEAREST ADJACENT WALL,SIGNS CONTAINING TACTILE CHARACTERS RAI K•ie-11 v.s o.025 r0.6MM) SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES MINIMUM BY 18 INCHES MINIMUM,CENTERED ON THE TACTILE CHARACTERS,IS PROVIDED MEASUREMENTS Q CO Q 3/8min DOT HEIGHT D 21 FEET AND GREATER 3 INCH,PLUS 1/B INCH PER FOOT OF 08125114 ed dot 0.037(0.9MM) V1ElwrvG DISTANCE ABOVE 2t FEET BEYOND IT E ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND LD DEGREES OPEN POSITION.EXCEPTION: SIGNS WITH TACTILE CHARACTERS SHALL 48 EO asTFIR M BETWEEN coRRESPorvGET DOTS o.39s(01oMM) BE PERMITTED ON THE PUSH SIDE N DOORS WITH CLOSERS AND WITHOUT HOLD-OPEN DEVICES. aM1N J 11 o-rszs FIR BEB GEL O,RRESPO BELaw 5.CHARAC ERS AND THEIR BACKGROUNDS SHALL HAVE ANON-GLARE FINISH.CHARACTERS SHALL CONTRAST NTH THEIR BACKGROUND WITH EITHER LIGHT 17 / COMAMCATKNH ELBAENIS AFD FEATlFE9 0.400 HO.2MM CHARACTERS ON A DARK BACKGROUND OR CARK CHARACTERS ON A LIGHT BACKGROUND. �J NT5 POSITION OF BRAILLE 16.CHARACTERS SHALL BE UPPERCASE OR LOWERCASE OR A COMBINATION OF BOTH. REV 2 rE 39-41 NOTES: s TOILET AND BATHING ROOMS 54 min 1. TOILET AND BATHING ROOMS SHALL PROVIDE TURNING SPACE. 12 max i370 2. REQUIRED CLEAR FLOOR SPACES,CLEARANCE AT FIXTURES,AND TURNING SPACE SHALL BE PERMITTED TO OVERLAP.'305 42 nun 3. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE.DOORS 9 SHALL BE PERMITTED TO SWING INTO THE REQUIRED TURNING SPACE.EXCEPTION: DOORS TO A TOILET ROOM 0 B e BATHING ROOM FOR A SINGLE OCCUPANT ACCESSED ONLY THROUGH A PRIVATE OFFICE AND NOT FOR COMMON n^ 1% USE OR PUBLIC USE SHALL BE PERMITTED TO SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE PROVIDED 16-18 i7"-19" -0 a 3 THE SWING OF THE DOOR CAN BE REVERSED TO COMPLY WITH 603.2.3 m e m 4. MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE 1%mi H ros+ss(A) L4'TP4°s REELECTING SURFACE 40 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.MIRRORS NOT LOCATED O s° H WHEELCHAIR ACCESSIBLE ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING WATER CLOSETS SURFACE 35 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. 44.8°0U10 i� SIDE WALL GRAB BAR AT WATER CLOSETS 5. COAT HOOKS SHALL BE LOCATED WITHIN ONE OF THE REACH RANGES.SHELVES SHALL BE LOCATED 40 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FINISHED FLOOR. 24 mi. 3 11 min SIZE OF GRAB BARS SPACING OF GRAB BARS ^ THE REQUIRED CLEARANCES AROUND THE WATER CLOSED SHALL BE PERMITTED TO OVERLAP THE WATER 'OV CLOSET,ASSOCIATED GRAB BARS,DISPENSERS,SANITARY NAPKIN DISPOSAL UNITS.COAT HOOKS,SHELVES, O ACCESSIBLE ROUTES,CLEAR FLOOR SPACE AND CLEARANCES REQUIRED AT OTHER FIXTURE,AND THE TURNING NOTES: SPACE. 1. GRAB BARS IN ACCESSIBLE TOILET OR BATHING FACILITIES SHALL COMPLY. 2. GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION,33 INCHES B FLUSH VALVES MINIMUM AND 36 INCHES MAXIMUM ABOVE THE FLOOR MEASURED TO THE TOP; 1. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC,HAND OPERATED FLUSH CONTROLS SHALL OF THE GRIPING SURFACE. Q' m c 3 COMPLY WITH REACH RANGES AND NOT REQUIRE TIGHT GRASPING,PINCHING,OR TWISTING OF THE WRIST,THE 3. GRAB BARS,AND ANY WALL OR OTHER SURFACES ADJACENT TO GRAB BARS, N ^ Q FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM. SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS.EDGES SHALL BE Q G ----- 2. WHERE AN ADMINISTRATIVE AUTHORITY REQUIRES FLUSH CONTROLS FOR FLUSH VALVES TO BE LOCATED IN A ROUNDED. G (� M 60 rtdn REAR WALL GRAB BAR AT WATER CLOSETS POSITION TEAT CONFLICTS'NTH THE LOCATION OF THE REAR GRAB BAR,THEN THE REAR GRAB BAR SHALL BE 4. GRAB BARS SHALL NOT ROTATE IMEHIN THEIR FITTINGS. ^ Q N PERMITTED TO BE SPLIT OR SHIFTED TO THE OPEN SIDE OF THE TOILET AREA. 5. GRAB BARS SHALL BE INSTALLED IN ANY MANNER THAT PROVIDES A GRIPPING �I as DOORS MAY NOT 'E., DISPENSERS OBSTRUCT THE CLEAR FLOOR SPACE. QN SURFACE AT THE LOCATIONS SPECIFIED IN THIS STANDARD AND DOES NOT Q W� SWING INTO REQUIRED CLEARANCES SPACE Z: 1. DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROLS DELIVERY OR THAT DOES NOT ALLOW CONTINUOUS 6. STRUCTURAL STRENGTH.ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR "V O PAPER FLOW. MATERIALS USED WHERE A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS SIZE OF CLEARANCE AT m.�o E 2. IF TOILET PAPER DISPENSERS ARE INSTALLED ABOVE THE SIDE WALL GRAB BAR,THE OUTLET OF THE TOILET IS APPLIED AT ANY POINT ON THE GRAB BAR,FASTENER MOUNTING DEVICE WATER CLOSETS h 6'°6 PAPER DISPENSER MUST BE 48 INCHES MAXIMUM ABOVE THE FINISH FLOOR AND THE TOP OF THE GRIPPING OR SUPPORTING STRUCTURE. (1! r^ SURFACE OF THE GRAB BAR MUST BE 33 INCHES MINIMUM AND 36 INCHES MAXIMUM ABOVE THE FINISH FLOOR. Vl UNISEX TOILETS: b 18 TOLErCp.PARTMENIB 7 1. IN ASSEMBLY AND MERCANTILE OCCUPANCIES,AN ACCESSIBLE UNISEX TOILET ROOM SHALL BE PROVIDED WHEN 2 ORAS BARB N AN AGGREGATE OF SIX OR MORE MALE AND FEMALE WATER CLOSETS IS REQUIRED.IN BUILDINGS OF MIXED N NT5 DISPENSER OUTLET LOCATION OCCUPANCY,ONLY THOSE WATER CLOSETS REQUIRED FOR THE ASSEMBLY OR MERCANTILE OCCUPANCY SHALL F BE USED TO DETERMINE THE USED TOILET ROOM REQUIREMENT. REV 2 REV 2 F r T H.C.CHECKSTANDS REQUIRED NOTES: ISmin r---7. r 7---, 1. AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WITH TWO LEAVES SHALL COMPLY NUMBER OF REBEL NUMBER TO BE (vLlv� c 2. THERE SHALL BE NO PROJECTIONS INTO THE REQUIRED CLEAR OPENING WIDTH LOWER THAT 34 CHECK STANDS ACCESSIBLE ��, INCHES ABOVE THE FINISH FLOOR OR GROUND.PROJECTIONS INTO THE CLEAR OPENING WIDTH I TO 4 1 12 min B„ 36 min b' BETWEEN 34 INCHES AND 80 INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL NOT EXCEED 13%min 13'/::min o 9rs 4 INCHES.EXCEPTION: IN ALTERATIONS,A PROJECTION OF 5/8"MAXIMUM INTO THE REQUIRED s 5 TO 8 2 9T ` - CLEAR WIDTH SHALL BE PERMITTED FOR THE LATCH SIDE STOP.DOOR CLOSERS AND DOOR s 9 r0 15 3 ir STOPS SHALL BE PERMITTED TO BE 78 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND. OVER 15 3 PLUS 207 OF ADDITIONAL AISLES ♦� 3. PROVIDE REQUIRED MANEUVERING SPACE AT DOORS.MANEUVERING CLEARANCES SHALL EXTEND hinged door THE FULL WIDTH OF THE DOORWAY AND THE REQUIRED LATCH SIDE OR HINGE SIDE CLEARANCE. 9p 4. THRESHOLDS IF PROVIDED SHALL COMPLY WITH CHANGES IN LEVEL.EXCEPTION: EXISTING OR 1. CHECKOUT AISLES SHALL COMPLY WITH WALKING SURFACES. ALTERED THRESHOLD 3/4 INCH HIGH SHALL NOT BE REQUIRED TO COMPLY. 17max 2. WHERE PROVIDED CHECK WRITING SURFACES SHALL COMPLY'NTH WORK SURFACES. 5. DOOR HARDWARE: HANDLES,PULLS,LATCHED,LOCKS AND OTHER OPERABLE PARTS ON DOOR 3. WHERE CHECK-OIUT AISLES SERVE DIFFERENT FUNCTIONS.CHECK-OUT AISLES E AND GATES SHALL BE 34"MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FINISHED FLOOR OR COMPLYING SHALL BE PROVIDED IN ACCORDANCE WITH THE TABLE ABOVE FOR EACH E GROUND. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION,OPERATING HARDWARE FUNCTION,WHERE CHECK-OUT AISLES ARE DISPERSED THROUGHOUT THE BUILDING OR Immappmach,pu0side Iron,approach, 6onr approach,push side,door hinge approach,pull side FACILITY,COMPLYING CHECK-OUT AISLES SHALL BE DISPERSED.EXCEPTION: WHERE THE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES.EXCEPTION: EXISTING LOCKS SHALL BE push side provided with both closer end PERMITTED IN ANY LOCATION AT EXISTING GLAZED DOORS WITHOUT STILE,EXITING OVERHEAD SELLING SPACE IS UNDER 5000 SQUARE FEET NO MORE THAN ONE CHECK-OUT AISLE doorways larch WALL HUNG TYPE STALL TYPE COMPLYING SHALL BE REQUIRED. ROLLING DOORS OR GRILLS,AND SIMILAR EXISTING DOORS OR GRILLES THAT ARE DESIGNED WIT v'O without doo+s LOCKS THAT ARE ACTIVATED AT THE TOP OR BOTTOM RAIL. 4. WHERE CHECKOUT AISLE ARE ALTERED,AT LEAST ONE OF EACH CHECK-OUT AISLE 12 min 6. DOOR CLOSERS AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF SERVING EACH FUNCTION SHALL COMPLY UNTIL THE NUMBER OF CHECK-OUT AISLES ( 6mm 90 5, E TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE COMPLIES WITH THE TABLE ABOVE. LATCHCH IS IS 5 SEED MINIMUM. NOTES 7. DOOR AND GATE SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 1. A CLEAR FLOOR OR GROUND SPACE POSITIONED FOR FORWARD APPROACH r T - r , ` � 70 DEGREES,THE DOOR OR GATE SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS. SHALL BE PROVIDED. 24 rs°nn r - \Y 24 min 8. DOOR AND GATE OPENING FORCE.FIRE DOORS SHALL HAVE A MINIMUM OPENING FORCE 2. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC,HAND OPERATED N v 5 24 min'E R 610 ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY.THE FORCE FOR PUSHING OR FLUSH CONTROLS SHALL COMPLY WITH REACH RANGES AND NOT REQUIRE TIGHT 42 min B^ '�8 22 min B,'y 11 mm �R °io PULLING OPEN A DOOR AR GATE OTHER THAN AFIRE DOOR SHALL BE 5 POUNDS FOR INTERIOR GRASPING,PINCHING,OR TWISTING OF THE WRIST,THE FORCE REQUIRED TO `L o s h O' 0 DO ORS,GATES,SLIDING OR FOLDING DOORS. ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM. 9. DOOR AND G R O ATE SURFACES.SWINGING DOOR AND GATE SURFACES WITHIN 10 INCHES OF THE D 'I FINISHED FLOOR GROUND MEASURED VERTICALLY SHALL HAVE A SMOOTH SURFACE ZO THE D IT1 I� PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE.PARTS CREATING HORIZONTAL OF VERTICAL JOINTS IN THESE SURFACES SHALL BE WITHIN 1/16 INCH OF THE SAME PLANE AS n coon er THE OTHER.CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED.EXCEPTIONS SIDING DOORS ARE NOT REQUIRED TO COMPLY.TEMPERED GLASS DOORS WITHOUT STILES AND HAVING A BOTTOM RAIL OR SHOE WITH THE TOP LEADING EDGE TAPERED AT 60 DEGREES MINIMUM FROM THE HORIZONTAL SHALL NOT BE REQUIRED TO COMPLY.DOORS AND GATES THAT DO NOT CHECK-OUT AISLE COUNTERS E%TEND TO WITHIN 10 INCHES OF THE FINISH FLOOR OR GROUND SHALL NOT BE REQUIRED TO COMPLY.EXISTING DOORS AND GATED WITHOUT SMOOTH SURFACES WITHIN 10 INCHES OF THE 7 llFiflALB 3 OHECKOUT STALaB pan ch, h hin h hside,door /amh a FINISH FLOOR OR GROUND SHALL NOT BE REQUIRED TO PROVIDE A SMOOTH SURFACES _ NTS - NT5 ALTERATION OF SALES AND hmgeappmach,pu/lside hin ge appm. pus side ge pp-,pus pproach,pubide latch s approach,pub side, PROVIDED THAT IF ADDED KICK PLATED ARE INSTALLED CAVITIES CREATED BY SUCH KICK SERVICE COUNTERS pr dedwilh both dose,and latch doorpr dad with dose, PLATED ARE CAPPED. 10.VISION LIGHTS: DOORS,GATES AND SIDE LIGHTS ADJACENT TO DOORS OR GATES,CONTAINING ONE OR MORE GLAZING PANELS THAT PERMIT VIEWING THROUGH THE PANELS SHALL HAVE THE r� BOTTOM OF AT LEAST ONE GLAZED PANEL LOCATED 43 INCHES MAXIMUM ABOVE THE FINISH mac i mm 3112-- .5 FLOOR.EXCEPTION: VISION LIGHTS WITH THE LOWEST PART MORE THAN 66 INCHES FROM THE C z4 min E 24 min 125 380 89 C611 _ $_ w FINISH FLOOR OR GROUND SHALL NOT BE REQUIRED TO COMPLY. 11. AUTOMATIC AND POWER ASSISTED DOORS AND GATES.AUTOMATIC DOORS AND AUTOMATIC GATES SHALL COMPLY WITH ANSI/BHMA A(1997.LOW ENERGY AND POWER ASSISTED DOORS r--1 SHALL COMPLY WITH ANSI/BHMA 2156.1E(MINI OR 2002 EDITION).AUTOMATIC DOORS SHALL r w PROVIDE A CLEAR OPENING OF 32 INCHES MINIMUM POWER AND POWER-OFF MODE AND ) Y APPLIES TO ALL LEAVES IN THE OPEN POSITION.MANEUVERING CLEARANCES CLEARANCES AND THRESHOLDS SHALL COMPLY.MANUAL CONTROLS SHALL COMPLY WITH REACH RANGES AND LOCATED m BEYOND THE ARC OF THE DOOR SWING.WHERE DOORS AND GATES NII STANDBY POWER L ARE A PART OF A MEANS OF EGRESS, CLEAR BREAK OUT OPENINGG AT AT SWINGING OR SLIDING DOORS AND GATES SHALL BE 32 INCHES MINIMUM WHEN OPERATED IN EMERGENCY L--L NOTES: lamh approach,push side latch approach,push side, MODE. I. A CLEAR FLOOR SPACE POSITIONED FOR FORWARD APPROACH SHALL BE PROVIDED. - door ' FORWARD APPROACH PARALLEL APPROACH KNEE AND TOE CLEARANCE SHALL BE PROVIDED,THE DIP OF THE OVERFLOW SHALL propdad with dose, (EXISTING BUILDINGS) NOT BE CONSIDERED IN DETERMINING KNEE AND TOE CLEARANCES. 2. FAUCETS SHALL COMPLY WITH OPERABLE PARTS.HAND-OPERATED METERING FAUCETS NOTES: SHALL REMAIN OPEN FOR 10 SECONDS MINIMUM. B 1. A CLEAR FLOOR SPACE POSITIONED FOR A FORWARD APPROACH SHALL BE 3. WHERE ENHANCED REACH RANGE IS REQUIRED AT LAVATORIES,FAUCETS AND SOAP B Drawn - PROMDED.PROVIDE KNEE AND TOE SPACE.THE CLEAR SPACE SHALL BE CENTERED DISPENSER CONTROLS SHALL HAVE A REACH DEPTH OF 11 INCHES MAXIMUM OR,IF Checked KAW ON THE DRINKING FOUNTAIN.EXCEPTION.IN EXISTING BUILDINGS,DRINKING AUTOMATIC,SHALL BE ACTIVATED WITHIN A REACH DEPTH OF 11 INCHES MAXIMUM. Approves RWP FOUNTAINS WITH A PARALLEL APPROACH,CENTERED ON THE DRINKING FOUNTAIN WATER AND SOAP FLOW SHALL BE PROVIDED NTH A REACH DEPTH OF 11 INCHES SHALL BE PERMITTED MAXIMUM. 2, OPERABLE PARTS SHALL COMPLY WITH OPERABLE PARTS REQUIREMENTS. 4. WATER SUPPLY AND DRAINPIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED 3, SPOUT OUTLETS OF WHEELCHAIR ACCESSIBLE DRINKING FOUNTAINS SHALL BE 36 OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT.THERE SHALL BE NO Project No, RIT14099.0 INCHES MAXIMUM ABOVE THE FLOOR.SPOUT OUTLETS OF DRINKING FOUNTAINS FOR SHARP OR ABRASIVE SURFACES UNDER LAVATORIES AND SINKS. STANDING PERSONS SHALL BE 38 INCHES MINIMUM AND 43 INCHES MAXIMUM ABOVE 5. OPERABLE PARTS ON TOWEL DISPENSERS AND HAND DRYERS SHALL COMPLY WITH Title THE FLOOR. THE FOLLOWING TABLE: ACCESSIBLE 4. THE SPOUT SHALL PROVIDE A FLOW OF WATER 4 INCHES MINIMUM IN HEIGHT.THE ANGLE OF THE WATER STREAM FROM THE SPOUTS WITHIN 3 INCHES OF THE FRONT MAXIMUM REACH DEPTH AND HEIGHT STANDARDS OF THE DRINKING FOUNTAIN SHALL BE 30 DEGREES MAXIMUM,AND FROM SPOUTS BETWEEN 3 INCHES AND 5 INCHES FROM THE FRONT OF THE DRINKING FOUNTAIN .5 INCHES 2 INCHES 5 INCHES 6 INCHES 9INCHE$ 1 INCHES SHALL BE 15 DEGREES MAXIMUM,MEASURED HORIZONTALLY RELATIVE TO THE FRONT REACMI DEPTH 'INCHE (SUN) (42mm) (a0nm) (23omm) (28omm) A FACE OF THE DRINKING FOUNTAIN. REACHIIMiEL, B INGHB 6 INCH[ 2 INCH[ NCH INCH A (112_ (11,amm) (1065mm) (10tsmm) (915mm) MS-) Sheet No, 20 DOIXiQ DOORWAYS,AFD Q TES B OFN�IO F'OIMTAlb 4 LAVATOFEB A S 2 - NT5 _ NT5 _ NT5 REV 2 REV 2 -- " 2 3 4 5 6 7 8 9 10 11 12 13 14 1 15 1 16 1 2 3 4 S 6 7 8 9 10 11 12 13 14 15 16 1 G� L L group -A—hit—ts • a _- 19401 40th AVE W, Sude 300 1 LYNNWOOD,WA 98036 Contact:Duncan Wallace _ y (425)405-7746 r � Y` � ty dwa 8ace@pmdgv�c.com K _ _ _ , _� J K IF 'a 9fi64 REG]S,IQ2® ARC IRIEC T Ira ■ 1A �4y ICT'NEUIMCCRACKEN STA'IEOFWASMNi GTON 4 J 08/25/14�M, RITE AID . 1 . H � i � � � H 8 � _rp 1 EXISTI _ TO RE m r g '+l vucsx...Y9? ry G r : G a M F ✓t� _ -- yy a UU -� F F EXISTING PEDESTRIAN ACCESS _ F TO REMAIN (TYPICAL) h , � � EXISTING PARKING J � _ * - REMAIN (TYPICAL) �. . - EXISTING PLANTERS) TO REMAIN (TYPICAL) — D ♦ Zi _ I C D law 1 I ` CHANGES O - Y■ o G low PROPOSED B B "'I - Checked KAW Approved RWP Project No_ RIT14099.0 tle EXISTING "SITE PLAN A A Sh-Ne. Al EXISTING SITE PLAN SD1 NO SCALE 1 2 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 G� L L group Architects 19401 40th AVE W, Side 300 LYNNWOOD,WA 98036 C.—c t:Duncan Wallace (425)405-7746 dwa0ace@pmdgm,.com K K 1614 REG]S.IQ2® ARC HnBCT [ENNEUIMCCRACKEN STALE OF WASHINGTON 08125114 I 1 wMII H H Q �i M � � G G zM GC TO CONFIRM EXIT DOOR CONFORMS Q WITH CURRENT EGRESS REQUIREMENTS WITH SIGNS & HARDWARE. IF DOOR O Q DOES NOT CONFORM TO CURRENT Q Q STANDARDS, CONTRACTOR SHALL N INSTALL ALL NEEDED HARDWARE & EGRESS SIGNAGE TO MEET CURRENT CODE. INSTALL ADA COMPLIANCY N DOOR [36"] DECALS IN FRONT WINDOW 1 DOOR [66"] ® ® I ® ® D TTT rYt ® ® - S a ® E c� SCOPE OF E7 A8 Q WORK — Z AREA a 1 '- 0 D O O D o El ElSCOPE OF WORK AREA Al D -I - VV I OGC TO CONFIRM EXIT DOOR CONFORMS _ ' I WITH CURRENT EGRESS REQUIREMENTS I 8 WITH SIGNS & HARDWARE. IF DOOR C EGRESS lO DOES NOT CONFORM TO CURRENT B C DOOR [36"1 STANDARDS, CONTRACTOR SHALL I INSTALL ALL NEEDED HARDWARE & w SIGNAGE TO MEET CURRENT CODE. i L � m s I B B ore - CM1ecked KAW Approved RWP Project N. RIT14099-0 Title EXISTING and PROPOSED FLOOR PLAN A A Sneer No. Al EXISTING FLOOR PLAN A9 PROPOSED FLOOR PLAN A® 1/16" = 1'-0" 1/16" = 1'-0" 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 9 10 11 12 13 1 14 15 16 O - GENERAL NOTES ' b 1. PLAN DIMENSIONS ON THIS SHEET AND LARGE SCALE DRAWINGS ARE FACE OF G.W.B.AND CENTER LINES OF WINDOWS •� ri - - �- - - - - - - UNLESS OTHERWISE NOTED. N o 2. FINAL FIXTURE LOCATIONS SHALL BE PER RITE AID APPROVED FIXTURE PLAN. L /-� - - - - 3. WHERE DEMOLITION OCCURS,THE G.C.IS REQUIRED TO PATCH AND RESTORE ALL SURFACES TO MATCH ADJACENT EXISTING L "\ ,I FINISHES AND SURFACES WHETHER SHOWN OR NOT. group > M 4. WHERE WALLS ARE TO BE REMOVED,G.C.TO VERIFY THE EXISTENCE OF ANY UTILITIES THAT MAY REMAIN AND STAY Architects O / / - - - FUNCTIONAL.THESE UTILITIES MAY NEED TO BE RELOCATED PER NEW WALL LOCATIONS ON THE FINISH PLANS. Y ^ \ / 5. PRIOR TO THE START OF CONSTRUCTION IT IS THE RESPONSIBILITY OF THE G.C.TO CONFIRM THE MOST CURRENT 194014M AVEW, FIXTURE PLAN WITH THE RCM. Suae 300 \ 8 //// / \ ® ' 6. CONVEY THE MOST CURRENT FIXTURE PLAN TO ALL SUBS. LVNNWOOD,WA98036 7. REVIEW THE STORE SPECIFIC SCOPE OF WORK PROVIDED BY THE PONT - 15 8. ALL DIMENSIONS ON THIS SHEET AND LARGE SCALE DRAWINGS ARE TO FACE OF G.W.B.UNLESS OTHERWISE NOTED. Cumzcr.D.....Weoaee - 1 5 (425)405-7746 9. FINISHES PER FINISH SCHEDULE.VERIFY WITH RCM FOR EXTENT REFRESHING FINISHES. wAI � 10. SEE MPE SHEETS FOR MECHANICAL,PLUMBING AND ELECTRICAL WOO RK. d-11, @p.dgmc.com K ,u\\\ `\\ �// \\\ / // / //// ® 1 DF 'Co 16 11 LOT AS MATERIALDELIVER EXTRATNSTALLED LOOR AND ENCLOSED INMATERIALSTO PROTECTIVE PACKAGEOWNER.FURNISH WITHANCE APPROPRATELDENTIIFYINGFROMMLABELSMAN�IFFLOORETILES; K \X \\/ / / // w Pr-t J 3 PROVIDE THREE CASES OF FIELD COLOR AND ONE CASE OF EACH ACCENT COLOR IN THE STORE AT COMPLETION OF THE \ WORK.CASES ARE TO BE OF THE SAME BATCH/LOT AS THAT OF MATERIAL INSTALLED IN THE WORK. 9664 7tEc sgiID ail \ 01. Z`J7 (2)BULLETIN �r ;� . 1 /{1 / /' ,, N BOARDS I 1�NNERIMCCRACIQN -I4 O[ILILILI P$ I MTEOFWASHNGIDN 08125114 6 SCALE I l (SONSULTING51- \ LT DEMOLITION NOTES \ \ 1. REMOVE/MODIFY OR RELOCATE GONDOLA AND/OR SHELVES AS NEEDED,SEE ENLARGED FLOOR PLAN AND RITE AID ® J I APPROVED FIXTURE PLAN. RCEo G9 c4 11 - -- - 2. CUT NEW OPENING IN PARTITION WALL AND INSTALL HEADER PER H14/A4(H1),SHORE AS NEEDED. PL ROOMS Roots P3 A3 c _ I - 3 REMOVE/MODIFY EXISTING CEILING GRID,LIGHTS,SPRINKLERS,CAMERAS,SPEAKERS AS NEEDED TO ACCOMMODATE NEW _ r_ _= I _ _ 4. REMOVE EXISTING CONCRETE SLAB AS NEEDED TO ACCOMMODATE NEW PLUMBING THROUGHOUT PROJECT AREA. H RESTROOM ED - 5. SALVAGE DOORS AS DIRECTED BY RCM. 103 1 � 4 6. REMOVE ALL FLOOR FINISHES DOWN TO EXISTING SLAB. w PP-1 A JI I e 7. REMOVE ALL WALL FINISHES DOWN TO GAB IN PREPARATION FOR NEW FINISHES(TYPICAL OF ALL WALLS IN EFFECTED IF /\\` ` /\ \ / \\ �\ / / / / F ci-1 AREAS). q B CB-2 104 8. ADJUST TOP RAILING AS NEEDED(RELOCATE BRACKET&CUT GLASS)TO ACCOMMODATE NEW WALL AND SOFFIT. O C AC-1 s 2 16r0 � CONSULTING/J2 I 0 �+ O N\ /\ ` 04 \ G AC-' 7'_4. \\ " 7'-8.\ I FLOOR PLAN NOTES 6r b 14 - 1. REFINISH EXISTING WALL WITH NEW FINISHES PER THE ROOM FINISH SCHEDULE. N 2. CONSTRUCT CONSULTATION ROOM(S)&WAITING AREA AS SHOWN ON PLAN. L\ 1 ` \ - 3. INSTALL SOFFIT ABOVE AS SHOWN ON PLAN(SEE H2 HEADER TYPE H14/A4. ^ F \��,� \ \ \ �- 4. CONSTRUCT UNISEX RESTROOM,SEE SHEET Al F /o• \ \ \ _ 5. EXPAND EXISTING ISLE FLOORING AS SHOWN ON PLAN. e• \ 7 \ 6. MILLWORK BY RITE AID. O 5 < \\ 13 - 7. UNDER COUNTER REFRIGERATOR. \\ \ - 8. EXAM TABLE(MOVABLE)BY RITE AID. \\ 9. HAND SINK,SEE PLUMBING DRAWINGS. 10. CONCRETE AS REQUIRED BY PLUMBING DEMOLITION (MATCH EXISTING SLAB THICKNESS). �l 11. FIXTURE.SEE RITE AID APPROVED FIXTURE PLAN. \\ 12. FURNITURE BY RITE AID. ��i• \ 13. NEW 3-DOOR REACH-IN COOLER AS DIRECTED BY RCM. 6T 4. RELOCATED DOOR. E J2O 15. INSTALL STUD WALL ON TOP OF EXISTING 1/2 WALL TO 6"ABOVE EXISTING CEILING LEVEL(SEE SHEET A4). E �� 16. CONFIRM WITH RCM IF SOFFIT IS TO ALIGN PARALLEL WITH EXISTING ACT GRID. E1 ENLARGED DEMOLITION PLAN E7 ENLARGED FLOOR PLAN and FINISH PLAN 3116" = 1'-0" 3/16" = 1'-0° PAINT RULES: FINISH SCHEDULE 1. PRIOR TO PAINTING ANY SURFACE,REVIEW AND CHECK PAINT MEASUREMENTS ON PLANS COMPARED TO SITE CONDITIONS.ANY DISCREPANCIES SHOULD BE REPORTED TO RCM. KEY MANUFAC. SPECIFICATION LOCAPON 2. USE WALL VINYL TO WALL VINYL PASTE TO INSTALL LEAF MURAL OVER LAMINATE FIXTURE FRONTS WHERE APPLICABLE. CEILING D 3. FOR VINYL LEAF;APPLY SHERWIN-WILLIAMS MULTI-PURPOSE ZERO VOC INTER/EXTERIOR LATEX PRIMER SEALER B51 OR INSUL-X SUPERIOR SPECIALTY COATING WE 3001 ONE PREP,MAY REQUIRE 2-COATS TO COVER DARK WALL PAINT.ALLOW 24 HOURS TO DRY AC-X ACOUSTIC CEILING EXISTING EXISTING CEILINGS D BEFORE THE DECOR TEAM APPLIES THEIR VINYL. AC-1 ACOUSTIC CEILING ARMSTRONG GEOGRIAN(763)GRID;PRELUDE X.15/16" NEW CEILINGS 4. PRIADE LEVEL-5 DRYWALL FINISH ON ALL WALLS TO RECEIVE LEAF MURAL(WALLS TO BE FREE OF NAIL PIPS,HOLES,DENTS AND DIPS IN WALL). FLOOR VCT-1 VINYL TILE ARMSTRONG MUSHROOM T3611,12%24" WAITING C-1 CARPET MATWORKS EARTH QUEST CONSULTATION ROOM CT-1 CERAMIC TILE OALTILE 2%2"KEYSTONES-ARTISAN BROWN SPECKLE#0204 RESTROOM THRESHOLD OALTILE 2 x36 x3 8 POLISHED MARBLE DBL BEVEL-CHIARO BEIGE kW710 GROUT FUSION PRO SINGLE COMPOUND GROUT-TOBASCCO BROWN J52 BASE C CB-1 COVE BASE JOHNSONITE 167 FUDGE WAITING,CONSULTATION EQUIPMENT NOTE c - MIN "INTEGRAL COVER BASE 4"MIN ABOVE FLOOR CB-2 CERAMIC TILE DALTILE 2"x2"-KEYSTONE-ARTISAN BROWN SPECKLE#0204 RESTROOM ALL EQUIPMENT AND COUNTER/CABINETS SHALL BE INSTALLED ON 6" HIGH ROUND METAL LEGS, - GROUT FUSION PRO SINGLE COMPOUND GROUT-TOBASCCO BROWN#52 COMMERCIAL CASTORS OR COMPLETELY SEALED IN PLACE ON 4" HIGH CURB OR PEDESTAL WITH m WALL INTEGRAL COVER BASE WITH 3/8" RADIUS CONTINUOUS WITH THE FLOOR. CR-1 CHAIR RAIL JOHNSONITE FUDGE CHR-167-05408 WAITING,CONSULTING - WC-1 WALL COVERING KOROSEAL RITE AND BONE WHITE CONSULTING ROOM LEGEND m WORM WOOD BEAM,SALES NEVAMAR SANTA ROSA PLUM TREE W72001T SALES FLOOR B PP-1 PREFINISHED PANEL MARLITE ARTISAN MONTEREY SAND ARE#5408 SALES FLOOR ERISBNC PARTBION WALL WAITING ROOM NAME B r - 102 ROOM NUMBER ER Cneakea K PAINT NEW PARBTION WAIL W PT-1 WALL FINISH APp-d Rwn PT-1 PAINT BENJAMIN MOORE 966 ASHEN TAN,EGG-SHELL FINISH INTERIOR PERIMETER WALLS F VCT-1 FLOOR FINISH NEW PARBAL HT.PARTBION PT-2 PAINT BENJAMIN MOORE OC-25 CLOUD COVER,SEMI-GLOSS FINISH PERIMETER SOFFITS,EXPOSED B CB-1 BASE MATERIAL Project No. RIT14o09.0 CONDUITS INDICATES ITEMS ABOVE C AC-1 CEILING MATERIAL nne PT-3 PAINT BENJAMIN MOORE 2108 SIERRA SPRUCE,SEMI-GLOSS FINISH RESTROOM DOORS/FRAMES ENLARGED PT-4 PAINT BENJAMIN MOORE OC-16 CEDAR KEY,SEMI-GLOSS FINISH CONSULTATION DOOR FRAMES PARTITION SCHEDULE DEMOLITION AND P-LAMNEW TUD WALL 0 FLOOR PLAN, q PL-1 FORMICA BENJAMIN MOORE NEUTRAL WHITE INTERIOR PERIMETER WALLS WITH 5/8'GYP METAL SBID TO 6°ABOVE CEIHNGNISEEDDETNB0I�A4. © WITH 5/8"GYP METAL SBID TO 6C ABOVE CEILING.SEE DDETAIL A ON I�A4. n FINISH SCHEDULE Sheet No. 0 NOT USED Al 1 2 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 DOOR FRAME HARDWARE KEYSCIHEDULE NOTES HARDWARE SCHEDULE NOTES REFLECTED CEILING LEGEND DOOR i SEE MATERIAL TYPE FINL9H MATERIAL TYPE FINISH LABEL SET No. KEY SIDE KEY NUMBER KEY PROCEDURE NOTES NEW FIXTURES EXISTING FIXTURES •� 100 NOT USED 101 NOT USED t KEY SET#1 IS TO HAVE 8 COPIES.THESE ARE SUPPLIED BY THE GC. 2x4 LED LIGHT FIXTURE. SEE ELECTRICAL O � EXISTING SECURITY CAMERA b L DRAWINGS FOR ADDITIONAL INFORMATION L 102 3'-0"X7'-O" WOOD B PL-1 HM 1 PT-4 - 2 WAITING KEY N2 CONSULTATION ACCESS DOOR 2.KEY SET#2 IS TO HAVE 6 COPIES.THESE ARE SUPPLIED BY THE GC. group 103 3'-0"X7'-O" WOOD A PT-3 HM 1 PT-3 - 1 RESTROOM KEY#1 RESTROOM DOOR,KICK PLATE ON PUSH SIDE I lx4 LED LIGHT FIXTURE. SEE ELECTRICAL Z =EXISTING HVAC GRILLS Architects 3.ALL OF THE LOCKSETS FOR THE KEY SETS WHICH ARE SUPPLIED BY THE GC ARE TO BE DRAWINGS FOR ADDITIONAL INFORMATION 104 3'-0"X7'-O" WOOD B PL-1 HM 1 PT-4 - 2 WAITING KEY N2 CONSULTATION ACCESS DOOR TURNED OVER TO RITE AID PER THE DIRECTION OF THE RITE AID CONSTRUCTION MANAGER. o ® t94ot Oft Ave w, CEILING MOUNTED RECESSED DOWN LIGHT 4.THE GC IS TO SUPPLY ONE BLANK KEY FOR EACH LOCKSET. EXISTING(SPEAKER)SOUND SYSTEM 300 LYNNWOOOOD,WA 98036 6 ILLUMINATED EXIT SIGN. ® EXISTING TINTED CEILING PANEL CumzcrDuncznw,b,, (425)4o5-7746 dw Ih-@pmdgi.-.. CEILING MOUNTED EMERGENCY LIGHT FIXTURE ® EXISTING EMERGENCY LIGHTING K K WALL MOUNTED EMERGENCY LIGHT FIXTURE DEMO 1x STRIP LIGHTING r3�7� K1 DOOR SCHEDULE HARDWARE SUSPENDED ACOUSTICAL CEILING EXISTING SPRINKLER HEAD HARDWARE GROUP#1 STATE FWASIaA6� STATE OF WASHWGID SEE SEE GYP.BD.CEILING EXISTING CEILING GRID SCHED. SCHED. 1 FLOOR BUMPER 406 4"x PA 28 x HB-IVES ` 2-'),DOOR WIDTH 2" 1-1 PAIR BUTTS 4-j"x 4-}"STANLEY FBB 191X US 260 08125114 1 CLOSER,CORBIN-RUSSWIN DC 6200 x 689 xM54 MECHANICAL DIFFUSER pmn� '1 6" 6" 1 LOCK,CORBIN-RUSSWIN CL 3357 NZD X 626 X 2-" B.S.(STOREROOM) J / 1 KICKPLATE,10"x 34"SERIES 8400 ® MECHANICAL RETURN GRILLE HARDWARE GROUP#2 (SPEAKER)SOUND SYSTEM KICK PLATE ON .^ 1 FLOOR BUMPER 406 4"x PA 28 x HB-IVES ® PUSH SIDE ONLY 1-1 PAIR BUTTS,4-j"x 4-}"STANLEY PER 191XUS 260 _ - 1 LOCK,CORBIN-RUSSWIN CL 3200 NZD X 626 X 2-�' B.S.(PRIVACY) SPRINKLER HEAD-FINAL LOCATION BY 1 KICKPLATE,10"x 34"SERIES 8400 SPRINKLER CONTRACTOR. COLOR: CHROME FROSTED PLEXIGLASS- FRAME H A B P95 O HARDWARE GROUP#3 H 1 FLOOR BUMPER 406 4"x PA 28 x HB-IVES 1-}PAIR BUTTS,4-�"x 4-j"STANLEY FEB 191XUS 260 1 LOCK,CORBIN-RUSSWIN CL 3200 NZD X 626 X 2-�' B.S.(PRIVACY) (� REFLECTED CEILING DETAIL and NOTE GENERAL NOTES 1. REFER TO SHEET Al FOR FINISH MATERIAL SCHEDULE. CEILING AREAS OF 1,000 SF OR LESS CEILINGS LESS THAN OR EQUAL TO 144 SF 2. SPRINKLER HEAD LOCATIONS(IF SHOWN)ARE FOR COORDINATION PURPOSE ONLY. N Q G SHALL BE EXEMPT FROM LATERAL FORCE AND SURROUNDED BY WALLS CONNECTED ANY CHANGES TO FIRE SPRINKLER SYSTEM MUST BE UNDER SEPARATE SUBMITTAL. G BRACING REQUIREMENTS. TO THE STRUCTURE ABOVE ARE EXEMPT 3. PRESERVE AND PROTECT EXISTING CEILING TILES. Qr O N 4. REPAIR OR REPLACE ANY DAMAGED CEILING TILES. 0 i1r ti ry CEILINGS WITH PLENUMS LESS THAN 12"TO FROM THE SEISMIC DESIGN REQUIREMENTS. m STRUCTURE ARE NOT REQUIRED TO HAVE 5. PRESERVE AND PROTECT ALL EXISTING CEILING MOUNTED ITEMS(FIRE SPRINKLERS, SPEAKERS,ETC). LATERAL FORCE BRACING. LATERAL SUPPORT POINT SEE DETAIL �&� 6. RELOCATE/MODIFY ANY EXISTING CEILING ITEMS,AS NEEDED,WHICH AFFECT NEW LIGHTING h o LAYOUT. O HANGER WIRE @ 4'-0"O.C. EA. WAY WHERE FIXTURE ROW FALLS BETWEEN MAIN RUNNER, USE 7. CONTRACTOR TO COORDINATED WITH OWNER ON DISPOSAL OF LIGHT FIXTURES 4'-0" -G. MAIN @ 4'-0"O.C. AS CROSS TEE. 18 3'-0 3'-0 8. CONTRACTOR TO REMOVE ANY UNUSED CONDUITS BACK TO THE ELECTRICAL PANELS. XO (1) 12 GA HANGER WIRE @ FIXTURES 9. CONTRACTOR TO PATCH AND REPAIR FLOOR AND WALLS. N WEIGHING LESS THAN 10 LBS O (2) 12 GA HANGER WIRE FOR TERMINALS WEIGHING 20-58 F 2'-0"X 4'-0"ACOUSTICAL TILE LBS. F SEE SPECS,TYP. C G= -0 F. . VERTICAL STRUT METAL STUD OR HANGER WIRE SPLAYED 2X4 RECESSED FLUORESCENT LIGHT EMT CONDUIT, SEE SCHEDULE g FFIT= "A.F.F. FIXTURES. SEE ELECT. DRAWINGS. "D" FOR MAX LENGTH. @ 45' 4-DIRECTIONS. (TYP) 3 () IUNG H ALL WIRES ATTACHED TO MAIN BEAM. (TYP) 4 - 11'-"A.F.F.() OPPOSING L rI �r WIRE @ IXTURESRWEIGHING NER 12 GBETWEEN R IT�CROSS TEE - REFLECTED CEILING NOTES 10-56 LBS 45" 45' ArnN B MAX MAX too 1. EXISTING CEILING TILES,LIGHTS,SPRINKLERS,SPEAKERS,CAMERAS,ETC...TO REMAIN E EMT CONDUIT O (TYPICAL). 2. ACT,SEE ROOM FINISH SCHEDULE FOR SPECIFICATIONS. 1/2" EMT CONDUIT UP TO 5'-10" 3. MECHANICAL GRILLS,SEE MECHANICAL DRAWINGS FOR SPECIFICATIONS. oNSULnNc t 4. LIGHTING,SEE ELECTRICAL DRAWINGS FOR SPECIFICATIONS. 3/4" EMT CONDUIT UP TO 7'-8" - _ toe 5. EXPAND/MODIFY EXISTING FIRE SPRINKLER SYSTEM INTO REMODELED AREA(DESIGN AND 1" EMT CONDUIT UP TO 9'-9" SEISMIC SUBMITTAL BY FIRE SPRINKLER INSTALLER). LOCKING % ° 6. CONFIRM WITH RCM IF SOFFIT IS TO ALIGN PARALLEL WITH EXISTING ACT GRID. METAL STUDS CLIP. MAIN BEAM 45° SINGLE 1-5/8" METAL STUD (20 GA) UP TO 12'-0" 45" o MAX (TYP) 2 HANGER WIRE TIE MAX (TYP) 5 BACK-TO-BACK 1-5/8" METAL UP TO 15'-0" o D STUD (20 GA) o WITHIN TURNS3"MAX -MPS CLG=8'-0"A.F.F. D SINGLE 2-1/2" METAL STUD (20 GA) UP TO 13'-6" BACK-TO-BACK 2-1/2" METAL UP TO 15'-0" MAIN BEAM CLG=8'-O"A.F.F. STUD (20 GA) CROSS TEE SPLICE. PROVIDE (2) RESTROOM #10 SCREWS AFTER TILE tos PANEL IS INSTALLED o VERTICAL STRUT SCHEDULE: MAX LENGTHS ��HANGER WIRE LATERAL SUPPORT BRACE �J n 12'-0" O.C. EACH WAY - CLG=8'-0"A.F.F. vi C 6'-0" MAX. 12'-0" MAX O.C. EACH WAY CEILING NOTES: (REF: NWCB 401 (2013) SEISMIC CATEGORIES D E & F) CON uLTIN #2 - oa LATERAL SUPPORT POINT TO LATERAL SUPPORT POINT 1. ALL HANGER WIRE SHALL BE 12 GA WIRE AND PLUMB WITHIN 1 TO 6. WITHIN 6'-0"OF EA 2. ALL HANGERS AND RUNNERS SHALL BE ACCURATELY LEVELED AND BE SPACED IN - WALL ACCORDANCE WITH MANUF. SPECS. 3. ALL INTERSECTIONS AND CONNECTION ACCESSORIES THROUGHOUT SHALL BE CAPABLE \ o 0 ^ OF WITHSTANDING DESIGN LOADS REQUIRED LOCAL CODES. \ PERIMETER 4. AT LIGHT FIXTURES PROVIDE 12 GA WIRE ®TWO DIAGONALLY OPPOSED CORNERS. \ WIRE 8"MAX. BOLT COMPRESSION DIAG. RESTRAINT 5. SEE ELECTRICAL DRAWINGS AND REFLECTED CEILING PLANS FOR LOCATIONS AND \ - @ TERMINAL STRUT @ TOP & BOT. WIRES DIRECTIONS OF LIGHT FIXTURES \ p z ENDS 6. ON TWO ADJACENT SIDES,THE GRID SHALL BE ATTACHED TO THE WALL ANGLE. ON . \ B THE OTHER TWO SIDES,THERE SHALL BE A 3/4"CLEARANCE BETWEEN THE ENDS OF \ B - THE GRID AND THE WALL. \ App d Knw SPREADER BAR ON TWO SIDES A 7. SPREADER BARS ARE REQUIRED TO PREVENT THE SPREAD OF THE MAIN BEAMS nPP.oxe\ ¢ a Rwn WHERE GRID IS NOT ATTACHED. _ AND/OR CROSS TEES. \ 8. CEILINGS OVER 2,500 SF MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT \\ I I P,o1-No. RIT14099.0 MIN 3/4"CLR. ON TWO SIDES 2'X2' OR 2'X4'ACOUSTICAL TILE IN METAL PARTITION THAT BREAKS UP THE CEILING INTO AREAS NOT EXCEEDING 2,500 SF. \ WHERE GRID IS NOT ATTACHED. 9. CHANGES IN CEILING PLAN ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING. \ Tne SUSPENSION '7"GRID SYSTEM. INSTALL ENLARGED PER IBC SECT. 803.9 & 1621.1. INSTALL 10. ALL MAIN BEAMS ARE TO BE HEAVY DUTY(HD). REFLECTED 2"MIN X 2" MIN CLOSURE ANGLE FIRE RATED CLG. PER ICBO REPORT 11. ALL CROSS TEES SHALL BE CAPABLE OF CARRYING THE DESIGN LOAD WITHOUT \ CEILING PLAN AROUND PERIMETER FACE OF WALL #1349, ITEM C-14. EXCEEDING DEFLECTION EQUAL TO 1/360 OF ITS SPAN. and SCHEDULES OR DEMISING PARTITION 12. SEISMIC SPLAY WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN A CROSS TEE OR MAIN BEAM SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 LBS. A Sh-t No. 13. WIRE TYING IS AN ACCEPTABLE ALTERNATIVE TO SPREADER BARS. /� CEILING SECTION 14. SPREADER BARS ARE NOT REQUIRED IF A 90 DEGREE INTERSECTING CROSS OR AH ENLARGED REFLECTED CEILING PLAN DRAFTSTOP AS REQ'D BY COD /�2 E A\MAIN IS WITHIN 8 INCHES OF THE PERIMETER WALL. 1 2 3 4 1 5 1 6 7 8 9 10 II 12 13 14 15 16 1 2 3 4 1 5 6 7 8 9 10 11 12 13 14 15 16 __ SHEET NOTES ® ' _ ____ 1. PLUMBING FIXTURE LOCATION,SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. I` w COORDINATE PLUMBING LOCATION WITH FIXTURE MANUFACTURER. L \ / \ i 2. NOT USED. L rouY1 54"x60" 48"x48" r \ // LEAR /f CLEAR 3. WATER RESISTANT GYPSUM BOARD(TYPICAL IN RESTROOM). 8—chitects 4. GC TO INSTALL REQUIRED UNISEX ADA RESTROOM SIGNAGE.SIGNAGE SUPPLIED BY RITE AID. SEE DETAIL A4 A3,SIM. �94o m Ave w, S I I I I / uae 300 LY OOD,WA 98036 5. FLOOR DRAIN,PITCH SLAB TO MEET DRAIN.SEE PLUMBING DRAWINGS FOR DETAILS. I I I I I I I Con�acr.Duncan Wauace (425)405-7746 wa m gm .co K K O 9664 AEG 67DtID A—C ARC I QIP.CT / 1 RESTROOM ' / '�°30" ii w Z - GENERAL NOTES TWA HN�ro 5 I 103 TA-H A-Cc A. REFER TO SHEET A2 FOR FINISH MATERIAL SCHEDULE. 08125114 TA-A I I 54%60" J 48"x48" B. FINAL FIXTURE LOCATIONS SHALL BE PER RITE AID APPROVED FIXTURE PLAN. 1OFO1 1 ` B I 56"x60"' li CLEAR H CLEAR J CLEAR II C. PAINT TO OVER LAP AREAS WHICH RECEIVE WALL COVERING BY 2". 48"x48" \ C A10 A \ -----�I CLEAR TYP D. PROVIDE SOLID BLOCKING FOR ALL WALL MOUNTED ITEMS. ________ A3 RESTROOM 11 N E. ALL INTERIOR WALL AND CEILING FINISHES SHALL HAVE A CLASS'B'FLAME SPREAD AND LEA � II SMOKE DEVELOPMENT RATING IN ACCORDANCE TO ASTME 84 H H \ CLEAR / 5 SEAR LEGEND x G \ / \ / ----� TA-C RESTROOM ACCESSORY TAG G Qr O N G4 RESTROOM ACCESSORY PLAN G9 ADA CLEARANCE PLAN " 1/2" = 1'-0" 1/2„ = V-0" � rn TA B OF WC N ADA COMPLIANT 39"-41"MIN. n1 MIRROR W/FRAME TA-C TA-D TA-E TA-F 24 12 l� E SURFACE MOUNTED NOT USED SURFACE SURFACE 54' MIN. GRAB BARS MOUNTED HAND MOUNTED 12" 24 MIN. E a-36"LONG(MIN.) DRYER-PROVIDE SOAP DISP. TA_H MAX. A-Cc A-C b42"LONG MIN. ADA COMPLIANT ( ) RECESSED SYSTEM COAT HOOK-18"LONG(VERY.) LIGHT SWITCHSURFACE p A-Cb TA-A a MOUNTED ADA DOMESTIC WATER TA-G TOILET PAPER '-'`Y TOILET SEAT AND WASTE PIPE TA-A DISPENSER COVER PROTECTION M DISPENSER6"CENTER 0 m -AC:) OVER E SINK - - 8"MIN.MAX. o,0 17"MIN. ' 36"MAX. NOTE: SIDE VIEW FRONT VIEW GC TO PROVIDE METAL R FIRE RETARDANT TREATED WOOD BLOCKING AS REQUIRED FOR ALL RESTROOM ACCESSORIES LAVATORYMOUNTING DETAIL TOILET & ACCESSORY MOUNTING DETAIL D D D7 RESTROOM ACCESSORIES 1/2" = 1'-0" NOTES ADA ROOM IDENTIFICATION SIGN C ADA SIGNS C (1/4°THK.) 1. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. - 2. IDENTIFICATION SYMBOLS ARE TO BE ON WALL ADJACENT DOOR 20"ABOVE FLOOR AND 0 oo--���\���\ ARE TO BE DISTINCTLY DIFFERENT FROM DOOR AND WALLIN COLOR AND CONTRAST. - �/ 3. PROVIDE ROOM IDENTIFICATION SIGN ON LATCH SIDE OF DOOR. m 4. LETTERS&NUMBERS ON SIGNS SHALL BE RAISED 1/32"MIN.,SHALL BE A MIN.OF ®MEN MEN 5/8"HIGH&SHALL BE SANS-SERIF UPPERCASE CHARACTERS.A.D.A.SIGNAGE - TA-H ACCOMPANIED BY GRADE 2 BRAILLE. 42" 9" TA-6 12" 5. REGULATORY SIGNS TO BE TYPICALLY ADA COMPLIANT TACTILE 3-D PLAQUES PER CODE B \ REQUIREMENTS. \ B D—, - \ GRADE 2 BRAILLE 7A-Cc r j/ A-C cneoked Raw 6. SIGNS TO BE A TYPICAL ONE PIECE INJECTION MOLDED FABRICATION WITH RAISED � I A-Cb I e i A-Cb APP�o�od RwP \ - SECOND SURFACE GRAPHICS. A-C �7. STANDARD BLUE ADA SIGN PROVIDED BY RITE AID.MODEL#MEN ADA 304,AND MODEL TA-E P.oleet No. Rin4099.0 \ LATCH SIDE OF DOOR #WOMEN ADA 305.DIMENSIONS: 4"X9". TA-c TA-G ENLARGED A B 8. BRAILLE SHOWN IS FOR PLACEMENT ONLY.USE CORRECT BRAILLE FOR SIGN PRODUCTION. TA-A C TA-A D RESTROOM 9. THE ADA SIGNAGE CAN BE OBTAINED FROM EMEDCO CORPORATION.CONTACT INFO.PH# and DETAILS 1-800-236-1984(EXT.3802) A A Sheet No. A4 ADA SIGNAGE-SUPPLIED BY RITE AID A10 RESTROOM ELEVATIONS A3 N.T.S. 1/4" = 1'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 2 1 3 1 4 1 S 1 6 1 7 S 1 9 1 10 Il 1 12 1 13 14 1 !S 1 16 Im bQ 8.0. ROOF DECK \\\ L I SEE PARTITION----7-IL L group 2x Bum 0 24'O.C. TYPE (E)ELWOOD DECK AS OCCURS. (E)ELWOOD DECK AS OCCURS. (2)-#8 x 1"0 24°O.C.HEX 5/8"GWB `\ G1,J4,J1 AI'ChiteCtS WASHER HEAD SHARP POINT,TYP. BLOCKING ACOUSTICAL SEALANT AT BOTH SIDES SUP 1RACK DETAILS 19401 40th AVE W, OF GWB AT FLOOR OF CONSULTATION 1/2" /2" 1/2" /2" SuLLe 300 ROOMS ONLY. LYNNWOOD,WA 98036 XB sMs EA.SIDE of EA. 0 CONT. SEALANT STUD C-1-1.Duncan Wallace IV (E)CONIC. dwallace@pmdgmc.c om sLAe Q (TYP.) gzs>4os lTa6 #8 SME EA.SIDE OF Ea. 16 GA.SLOTTED DEEP LEG K STUD 2,BLKG 0 21"GO, SLPTRACK,CONT. � 5 7/8" FRAMEWELDED PAIN METAL ED N 5 7/8" K (2)-{8 x 1"0 24"O.C. pe SINS EA.SIDE OF EA.STUD a HEX WASHER HEAD SHARP DOOR JAMB 0 POINT,TYP. 0 0 H2 ANCHOR J2 9664 12EG LS.�RED CONT.METAL TRACK(MATCH VERTICAL INTERIOR HEAD INTERIOR JAMB ARClEBECT STUD SIZE SECURE WITH MIN.ODD" CONDITION CONDITION FULL HEIGHT WALL FULL HEIGHT WALL qA.POWDER DRIVEN FASTENERS®16' O.C.&2"FROM EACH END NOTE: PANELING WHERE h'ENNEDIMCCRACIQN CONTRACTOR TO VERIFY ROOF DECK SCHEDULED STATEOF WASHWGION HEIGHT AND ADJUST STUD SPACING PER �� 11 J J1 WALL PARALLEL TO DECK J4 WALL PARALLEL TO DECK J8 WALL BASE SIZING CHART i \\I BEOCKINGI-- TYPE— EIGHT 1/2.. /2" 1/2.. Q CONT. SEALANT FRAME PAINTED (TYP.) N 2.BLKG 0 24"O.C. N WELDED METAL (E)PIT ODD DECK AS occuRs. DOOR 5 7/8" DOOR 0 6 1/4" AT RR DOOR JAMB 6 1/4" AT qRR SECURE TO STRUCTURE ANCHOR DIAGONAL BRACING®4'-0"OC MAX, STUD SIZE ANO SPACING i0 BE FlELD ABOVE(NOT TO DECK) Hl Jl ALTERNATING SIDES.A PERPENDICULAR VERIFY BASED ON SITE f7 0 INTERSECTING WALL MAY SUBSTITUTE FORA CONTRACTOR TO VERIFY BOTTOM CONDITIONS.OF INTERIOR HEAD INTERIOR JAMB f7 RIGID BRACE. DECK HEIGHT AND INSTALL SNDS BASED CONDITION CONDITION CHANNEL 6"x 18 GA.BETWEEN CHILD SIZING CHART EACH STUD DNON 6PROVIDED METAL SHEET A_2.1 DETAIL E,4 o H 14 TYP. DOOR HEAD &JAMB N8 SMS EA.SIDE OF EA.STUDn 16 GA.SLOTTED DEEP LEG CONT. 18 GA SUPiRACK,CONT. 12'-O"A.F.F. METAL TRACK 5/8°GYPSUM WALL BOARD TT OF CRC 0 #12 SCREW,TYP 3" - 1-O„ (2)-#B x I"®24"O.C. 1 FULL HEIGHT WALL HEX WASHER HEAD SHARP POINT,TYP. 0 \\ J8 600 S 200 33 �- POINT, G INSTALL BLOCKING m a'-o' \\\ STYLE FLANGE MEMBER DEPTH G ISr M THICKNESS IN MILS �ry (IN 1/100 IN.) 5/8"GYPSUM BOARD 1 \ (IN 1/1000 LTA V G1 WALL PERPENDICULAR TO DECK G4 LATERAL WALL BRACING BOTH SIDES FINISH CEILING 0 'MDTH �rTTll N.T.S. (WHERE OCCURS) 1 I (IN 1/100 IN.) --3------- --------1- S= STUD OR JOIST SECTION � !r (E)FLOOR SLAB T= TRACK SECTIONS U- CHANNEL SECTIONS b F= FURRING CHANNELS SECTIONS KEY N F F INTERIOR NON-BEARING PARTITIONS L/240 DOUBLE TOP PLATE.SEE DETAIL F8 DIAGONAL BRACE AT WALL Fl l WALL SECTION STUD MAX HEIGHT F8 FOR DIAGONAL BRACING. _ _ 40OS125-30®12" OC 18'-5" J 6"MAX ABOVE(E)CLG 40OS125-30®16" OC 16'-8" Y WHERE OCCURS }�BOT(E)CLG 0 DOUBLE TOP PLATE.SEE DETAIL EXISTING PLYWOOD NB x t°HEN WASHER HEAD 40051 2 5-30®24" OC 14'-7" WHERE OCCURS F8 FOR DIAGONAL BRACING. DECKING ---SHARP POINT®24"O.C.,M.- 60OS125-30®12" OC 25'-2" Mg—ra—M&t9'-6" 5/8"GYP BD EACH SIDE 6 0051 2 5-30 @ i6" OC 22'-11" B TO 6"ABOVE CLG TOP PLATE®PARTITION WALLS EXISTING PLYWOOD dI x 1°HEx waSHER HEAD E DECKING SHARP POINT®24"O.C.,M. 60OS125-30®24' OC 20'-0" 5/8"GYP BD EACH SIDE B TO 6"ABOVE CLG o DIAGONAL 5,2E vlEw MAXIMDM LENGT" r ' 2 2 ' E14 METAL STUD SIZING OF DIAGONAL SINGLE 3 5/0".N GA STUD A-A UP TO 10'-0' EXISTING JOIST }�f8' 0"or t8'-0' ar 9' 0" wrrH 1 s/e"FUNCE WDTH N,T,S. BOT ACT BOT ACT(WHERE OCCU S) DBL 3 5/8'l 1E cA STUD B-B 10'-1"To 14'-0" WITH 1 5/8"FLANGE WIDTHS DIAL BRACE SOUND BATT AT ALL DEL 3 5/8".t8 GA STUD #12 SCREWS AT EA. (6)-#12 SCREWS A EXISTING WITH 2 1/2"FLANGE WIDTHS C-C t t"TO 2t'-0" ATTACHMENT / VIEW B-B EACH ATTACHMENT PLYWOOD CONSULTATION AND •CONTACT SIRUCNNN_ENGINEER FGN LENGTHS DIAGONAL /� 1 DECKING RESTROOM CEILINGS LONGER THAN 21'-0" BRACE // ACT ACT D - , ,J 1 MAx D 0 0 a VIEW A-A 1 Q Q CONNECT TO EXISTING E 7N. 0 - STRUCTURE PER DETNL GI <�N CON \\\ \ DIAGONAL G \ BRACE j DIAGONAL BRACE. C y�T tMAX L\\ - - - SEE NEWS A-A.B-S A C-C COOED NOTES ¢ FOR SIZE. 0 cl m °9�o O1 6',16 GA MR STUD WITH G',16 GA DEEP n LEG TRACK. VIEW C-C Ei A �9< 11 C \ ' 4,'-0' JOISTS 0 C \ gt2 5�6'O.C.Mar DIAGONAL PERPENDICULAR TO MAX 0 SOUND BATT AT ALL \\ AND 2"FROM EACH END EXIST BAR JOISTS NOTE:FOR DOUBLE STUD DIAGONALS, OZ 2 x 2.12 GA x 6°LG FRAMING CUP, CONSULTATION AND "SECOND"STUD SHALL END AS CLOSE A6 lz RESTROOM WALLS POSSIBLE TO END CONNECTION,TOP& ONE SIDE OF ONG,W/(3)-#12 SCREWS BOTTOM. EACH LEG. (4)-d12 SCREWS m METAL STUD, 0 METAL STUD, WALL OR STOREFRONT STUD.ORIENTATION \ SEE SHEET A4 SEE SHEET A4 VARIES,SEE OTHER SECTIONS. EXIST BAR JOISTS 0 SEE VIEW B-BO6'-0"O.C.MAX FOR CONNECTIONS B B Ora - SINGLE 3 5/8', DBL 3 5 TIDE 18 GA,SNDS WITH DBL 3 SWIDE ET NG STUDS WITH Checked KAW SEE J8/A4 FOR CONNECTION SEE J8/A4 FOR CONNECTION 1 8 GA.DIAGONAL 7 5 9" DE FLANGES 2 t/2"WIDE FLANGES I �C Approved RWP TO SLAB 0 TO SLAB 1 5/ rL 1 / t 5/ I� 2 A .q RIS SCREWS '12 SCRLYS 12"c/ Project No. RIT14099.0 VIEW B-B VIEW C-C B�� F.F. F.F. L�B 1()CONTINUOUS me PARTITION DIAGONAL PARALLEL TO SEE VIEW B-B SEE VIEW B-B DETAILS EXIST BAR JOISTS FOR CONNECTION FOR CONNECTION PARTIAL PLAN VIEW PARTIAL PLAN VIEW DIAGONALS PARALLEL TO DIAGONALS PERPENDICULAR TO A EXIST BAR JOISTS EXIST BAR JOISTS A Sheet No. Al REDI-CLINIC PARTITIONS A4 DIAGONAL BRACING TYP A8 DIAGONAL BRACING ATTACHMENT 1'-0" A14 NOT USED A4 3/4" = 1" = 1'-0" 1" = 1'-0" — 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 SHEET NOTES® ' 1. SECURE CONDENSING UNIT(CU-1) TO EQUIPMENT PAD "m ELECTRICAL DATA USING STAINLESS STEEL SCREWS. PROVIDE(1)LAYER L S.P. IN HP DIFFUSER SCHEDULE OF ROOF MEMBRANE UNDER PAD AND EXTEND 2 FEET L TAG CFM WG. yyq V PH HZ SERVICE MANUFACTURER AND MODEL NO. REMARKS BEYOND EQUIPMENT PAD ON ALL SIDES. LOCATION TO �rouYI'1 VOLUME MAX BE A MINIMUM OF 10 FEET FROM BUILDING PARAPET architects EF-1 150 .125 55 W 120 1 60 RESTROOM GREENHECK CSP-A125 1,2,3,4,5 TAG TYPE CONTROL SIZE FRAME STYLE MATERIAL FINISH SOUND PRESSURE MANUF. MODEL No. REMARKS EDGE. (NC) DROP 19401 40th AVE W, REMARKS: 2.PROVIDE NEW EXHAUST FAN EF-1. PROVIDE WITH Suite300 A SUPPLY DIFFUSER DUCT 2024 LAY-IN STEEL O 30 .06 TITUS TMSA DISCONNECT SWITCH. SUSPEND FAN FROM STRUCTURE LYNNWOOD,WA98036 1. PROVIDE WITH UNIT MOUNTED SPEED CONTROLLER. WITH 3/8" THREADED RODS AND VIBRATION ISOLATORS. contact:Duncan Wallace 2. PROVIDE WITH DISCONNECT SWITCH B SUPPLY DIFFUSER DUCT 12X12 O3 STEEL O 30 .03 TTfUS TMSA INTERLOCK OPERATION WITH RESTROOM LIGHT SWITCH. (425)405-7746 3. SUSPEND FROM STRUCTURE USING J"THREADED RODS AND VIBRATION ISOLATORS. dW.II.ce®pmdginc. rn 4. PROVIDE UNIT WITH BACKDRAFT DAMPER. C RETURN GRILLE DUCT 2024 LAY-IN STEEL O 25 .04 TITUS 5OR-C 3.TEMPERATURE SENSOR TO BE DUCT MOUNTED AT K 5. INTERLOCK FAN OPEARTION WITH LIGHT SWITCH. LOCATION SHOWN. PROVIDED BY RITE AID. K D EXHAUST GRILLE OBD 12X12 O STEEL O 25 .02 TITUS SOR-C Z 01w G SUPPL 4.6x6 EXHAUST DUCT UP THRU ROOF TO WEATHERPROOF Y DIFFUSER DUCT 24X24 LAY-IN STEEL O 25 .70 ACCUTHERM THERMAFUSER-TF-HC O O ROOF CAP. 3 D8 EXHAUST FAN SCHEDULE REMARKS: Z 00 v 5.UNDERCUT DOOR *4" FOR MAKE-UP AIR. �� 3 1. WHITE UNLESS OTHERWISE NOTED 3. FRAME STYLE TO MATCH ARCHITECTURAL CEILING TYPE. m w z (DIFFUSERS AT COSMETIC CEILING WILL BE PAINTED) 013 w 6.INSULATED REFRIGERANT LINES FROM AC-1 TO CU-1. Z N 2. 2-WAY THROW AWAY FROM LIGHT. CONTRACTOR TO VERIFY SIZE FOR LENGTH OF RUN °m AND RISE PER MANUFACTURERS SPECIFICATIONS. w J INDOOR UNIT CONDENSER UNIT REFRIGERANT LINES SHALL BE BRAZED. U LyJ N a 3m ELECTRICAL ELECTRICAL H8 AIR DEVICE SCHEDULE 7.LOCATION OF FAN COIL UNIT(AC-1)LOCATED ABOVE ru a m CEILING. FIELD VERIFY 2'x2'MAINTENANCE AREA IS = z0 FREE OF OBSTRUCTIONS. ROUTE CONDENSATE TO o W N INDIRECT TERMINATION AT TAILPIECE OF LAVATORY AS °Li a w 0 0 s w w w z SHOWN. PROVIDE`NTH LITTLE GIANT CONDENSATE o z 0S w F v r w c o. r two w a PUMP VCC-20ULS IF NEEDED. PROVIDE OVERFLOW m K o 8 N 0 ;5 3 N w w DRAIN PAN BENEATH UNIT WITH FLOAT SWITCH TO c N 2 0 m = 0 > a = o_ = w w SHUT DOWN UNIT UPON DETECTION OF WATER. H AC-1/CU-1 REDI LHN247W 24,000 27,000 600 208 1 60 LUU247 18.1 30.0 208 1 60 17.0/12.0 1.2 H B.ROUTE CONDENSATE DOWN THRU WALL TO INDIRECT REMARKS TERMINATION AT TAILPIECE OF LAVATORY. 1. UNIT SELECTION BASED ON LG. ---- -- 2. REFIGERANT PIPING SHALL BE SIZED AND INSTALLED AS PER MANUFACTURERS i RECOMMENDATIONS. // \�� 9.MECHANICAL CONTRACTOR TO FURNISH AND INSTALL Q 3. CONDENSING UNITS SHALL BE MOUNTED ON PLASTIC EQUIPMENT PAD. / \\ THERMOSTAT FOR AC-1 AND CU-1. COORDINATE O 4. PROVIDE INDOOR UNIT WITH AIR FILTER MINIMUM OF MERV 8. / \ EXACT LOCATION WITH ARCHITECT. / 10, ON ROOF) 10.OUTSIDE AIR DUCT UP THRU ROOF TO WEATHERPROOF M H 133 LEIS ROOF CAP. MAINTAIN A 10'MINIMUM FROM ALL Z Q L8 SPLIT HEAT PUMP UNIT SCHEDULE , �� \ EXHAUST& PLUMBING VENTS ON ROOF. PROVIDE NTH a Z / \ MOTORIZED DAMPER INTERLOCKED TO OPEN OUTSIDE G / \ AIR INTAKE WHEN AC-1 RUNS. SET TO 150 CFM. Q Q N I 6 Q LLI ED rn I 9 10 i GENERAL NOTES LU oY T 80 205 I 1. ALL WORK SHOWN SHALL COMPLY WITH ALL ( Q NATIONAL, STATE AND LOCAL CODES, ORDINANCES, 3 ETC. N \ 140 / 2. CONTRACTOR SHALL COORDINATE WITH ALL \ / DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL F \ A 1 O / WORK OR CLARIFICATION OF NECESSARY WORK. F 73 BS / MECHANICAL CONTRACTOR SHALL REFER TO ROOF / PLAN ON MEP-101 FOR SCOPE OF ROOF WORK. \ / 3. ALL FRESH AIR INTAKES ON ROOF SHALL BE / LOCATED A MINIMUM OF 10'-0" AWAY FROM ANY 80 EXHAUSVENT, TC.DUCT, BLOWER DISCHARGE, PLUMBING 4. HVAC ROOFTOP UNIT TO INCLUDE FLEXIBLE C CONNECTIONS REFER TO DETAIL F9/201. 120 E 5. ALL SUPPLY&RETURN DUCTWORK TO BE E GALVANIZED SHEET METAL. INTERNALLY LINE 8N SUPPLY AND RETURN FOR FIRST 10 FEET FROM UNIT OR AS SHOWN. EXTERNALLY INSULATE ALL .G ao f8q A SUPPLY AND RETURN DUCTWORK WITH 2" DUCT [ODD 120 140 WRAP. REFER TO SPECIFICATION FOR EXACT REQUIREMENTS. p000poo 6. HVAC UNITS MUST BE INSTALLED LEVEL ON ROOF. 000 - .�Bj0000 8 7. FLEXIBLE DUCT LENGTH NOT TO EXCEED A MAXIMUM p0 ,�z. 'Ic3,s000 CID T1OF 6'-0". USE ONLY ON FINAL SUPPLY AIR °o RUN-OFF FROM BRANCH DUCT TO SUPPLY AIR D DIFFUSER, AND 3'-0"FROM THE RETURN AIR D O N O GRILLE TO THE DUCTWORK. FOR BOTH CASES 90 O •` O O B5 3•0 SHALL ER KEPTNS RTONATMINIMUM.DREFER TO BRANCH- OFFSET S �"nOp buo O DUCT SIZE CHART ON L14/M-301 FOR SIZING oa^214( BRANCH DUCTS. 5 B. PROVIDE SENSOR LABEL NOTING THE UNIT SERVED. SYMBOW - C DUCTWORK W/LINING C 125 DUCTWORK _ VOLUME DAMPER m G 125 , TURNING VANES = }�} FLEXIBLE DUCT B ® SUPPLY AIR DIFFUSER B Dr.- - C„ecketl KAW RENRN AIR GRILLE nppl-a RwP ® EXHAUST AIR GRILLE Project No. RIT14099.0 ez DUCT MOUNTED SMOKE DETECTOR THERMOSTAT rtle TEMPERATURE SENSOR NOTES, SCHEDULES, AND HVAC PLAN A A3 MECHANICAL PLAN � DUCT TAP W/VOLUME DAMPER A s„eet No. A DIFFUSER TYPE �_� 375 CFM QUANTITY 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 cOPlflGli 1GIA R®SON FNOFEfliM INC OVNS F:\J4➢ROkMCOlAOQN\Jd1E M\-rM WN0 W R!301LS\4 18 MNGIOK ftVX\IIAIM O V-M4 AM 1 2 3 4 6 8 - 1 8 9 2 1 13 1 14 15 16 G� b L DUCT SIZE CFM RANGE ` group Archltacts 6" C 0 - 100 CFM 1940140th AVE W, e"0 101 - 250 CFM Suite 300 70"' 251 - 400 CFM LYNN WOOD,WA 98036 12"• 401 - 600 CFM contact:Duncan wanoce 1425)4057746 14"0 601 - 1000 CFM dwallace�Rmdgina.com K K Z mm 10 Z m 0_ 3 U)z 8 L14 BRANCH DUCT SIZE CHART 3 mWz p? o � m Z "c„r.]ron CaM FmpYC°Ee agnpfmrw Fmme br C°mmemu,l,Group M,,eM-]nary r2 aM.TJ 1+..1 W 3 m " " F nicer tnfne elan a. '<0 w°•=° 18 GA GALV STEEL ftp— OUTDOOR JACKETING HOOD WITH WATER- `�o —m TO ELBOW - - - TIGHT JOINTS. USE - m m Fe"jeceDeedptlmn mn.Wi". a °° a m�=a�rn n °R .v,c°m.m:na::aumea SS FASTENERS m°V,c,dI-- asrl°rk. ROOF 45' FILL VOID WITH H �.°, . w � " " ww". av4mum w"mm"=awmm•+" "vomnw orwla"c SECURE TO ROOF URETHANE FOAM H nmetr T' °""�„"`L egmpl:,Ke°optiMm gmomsvne e,M•rr:amp°mea°°v"°"e }" INSULATION (TYP) THREADED STRUCTURE — Equipment Schedules "'=""11etl1oOeFC1""°"'""-"°'""`"'"""`9"'"'°°"'°""°`°" HANGER RODS SUPPORT LIP ""'"" eIN11.'e= WITH P1000 ROOF CURB SECURE TO CURB, Q ennun F M mentSchedule" ROD STIFFENER FLEX DUCT ASSEMBLY e,,.w.m��.v �•, °,. corn"/ osncen v.mem 5" W SS LAG BOLTS, oR"me Moa°I"°- I w, ,ee s'cv oM.,„o CONNECTION O MIN 2 PER SIDE, � SILICONE SEALANT N HOLE PRIOR TO � H a ,n. INSERTING BOLT(TYP) N Z I 3 .r.m.mwm,q..q.ma • G .° :';wm:.,�w". ^"�.°, , M.I xea4n equivmmts<heaule "DUCT �_ ® ® G U Z o it (- O ca w.�., RETURN AIR DUCT .o". Fan E W man!Schedule ROOFING INSULATION Q ul! ROOF DECK UNISTRUT CHANNEL DRAIN PAN W/FLOAT PIPING 04SWITCH CEILING FLASHING COLLAR AND Cq - LOCKING NUTS SEALANT, FASTEN TO OPENING IN DECK F o,„, ,,,q m:^,„, - DECK TO MATCH CURB ID service water Heaen Equipment schedule AND WASHERS SPRING VIBRATION � �^°°° MFR. MOUNTING RAIL ISOLATORS F qp ° M°ww,mo np�e•'.�*n Ne°'"ca°sez nla im,caay.z.3t�1. ,ewe •cae s Ewn°menla.,,°rn4ru[..• ('v"vl. 00 FAN COIL DETAIL (AC-1) oo PIPING PENETRATION DETAIL � E E N.T.S. N T.S. DDo00 '0000�° Rpei000 10'-0"MINIMUM S-2" o ly �gl o 0 •�,.. nM" ..q�w""�m�."°°�rvm^m ","a"sMm ,,.,.,��"�.....",-..b.m." W SEE NOTE 3 0 0 .cam �'_'^• MAX.60" OVER 60" �Op ',. E �'F" GALV. OOODOC?��`L� HANGER THREADED HANGER ROD HANGER Om9oaatwt INSULATED STRAP C ",,,,°, ° "•"^ ° ,", ° - "-' 2'_9„ REFRIGERANT LINES C N UNISTRUT OR EXISTING ANGLE IRO FACADE • """�^ "_•° PARAPET SECURE UNIT 1" - TO PAD USING - iiX1•^ a"„. „�iza, STAINLESS o m �m°••m ma ^•�^ STEEL SCREWS. m e". ^,m,.,- "•. PLASTIC 2" NOTES: s A HIGH PAD rc w uwa �„"°" °^° °n anre:roe mnmmern �,..,,„".^..,°m..,m ;�°"°�^�••^-"•'^^^^ems'^'^�'°m^°«°'•^°�'° 1. ON DUCTS OVER 48•'WIDE,BOTTOM SHALL BE BRACED BY ANGLE FOR CROSS SECTION AREA MORE a I THAN 8 SO. FT.,DUCT SHALL BE BRACED BY ANGLES ON ALL FOUR SIDES. B �"° `^°s,�°,.mm.m "��I`�� dry„",""�, ;;;„'",,,,,," �2-0" ONE LAYER OF ROOFING ROOF 2. CUTTING AND PATCHING SHALL BE LIMITED TO A MINIMUM AS REQUIRED FOR PROPER INSTALLATION, B C-k - ^°¢" �M eF���m MEMBRANE 3. SUPPORTS SHALL BE SPACED AND SIZED AS PER SMACNA. An�kee lcnw em,wm.,a"".,.. """"'" "".p,.""m,"i0m•"'""' 4.PROVIDE SEISMIC BRACING WHERE REQUIRED BY CODE,ORDINANCES, ETC. RPmv"d RNP �., ^„",�e,.n Project No. RIT14099.0 Title wdixn DETAILS AND ENERGY CODE COMPLIANCE A A sheet Mo °o ENERGY CODE COMPLIANCE E co CONDENSING UNIT DETAIL (C U-1) F13 DUCT HANGING DETAIL N.T.S. N.T.S. '"'—2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 mrnatar sm.,smsoa ExarEmei4 ac cxwgN RA�\�1E ao\sn alRxs a4 Rozrocts\424-41e nmr1cloN,a4\oac\u-zowc os-xi-zm.1— 1 2 3 4 5 6 7 8 9 10 11 12 1 13 14 15 16 SYMBOL$ SHEET NOTES® ' FIXTURE DESCRIPTION CW HW SAN VENT MANUFACTURER MODEL NUMBER REMARKS 110T DID 110F TO 3 4 VACUUM RELIEF VALVE, COLD WATER 1. PROVIDE NEW WATER HEATER M-1 NEAR EXISTING FAUCET-AMERICAN AMARIUS HERITAGE MODEL / " MOP SINK. SET TEMPERATURE TO 110F MAX. L LAV LAVATORY 1/2' 1/2" 1-1/2` 1-1/2. AMERICAN STANDARD REGALYN 4869.0086802.000.PROVIDE W/WA1.L HANGER.CONFIRM ADA FIXTURES 200 PSI, ANSI 221.22, WATTS ---- HOT WATER E PIZ COMPLIANCE WITH ARCHITECT AND LOCAL CODES. MODEL #IJ-36 OR EQUAL. 6" ----- RECIRCULATING HOT WATER group SUPPUED AND INSTALLED BY G.C.. ABOVE TANK WATER LEVEL. 2.CONNECT NEW 3" WASTE TO EXISTING WASTE LINE IN Architects ------- VENT EXISTING RESTROOM AREA. PROVIDE WITH A MINIMUM FAUCET-ELKAY MODEL#LKE4122 SUPPLIED AND — — CW SUPPLY SLOPE OF Y4"PER FOOT. FIELD VERIFY EXACT SINK HAND SINK 1/2' 1/2- 1-1/2` 1-1/2' DAttON D11721 INSTALLED BY G.C. CW SANITARY LOCATION AND DIRECTION OF SLOPE. isaoi ite300ew, Suite,W TEMPERATURE LYNNWOOD,WA 9e036 AND PRESSURE EXPANSION TANK FOR 3.CONNECT NEW 3 4"COLD WATER TO EXISTING COLD SEAT:SOLID PLASTIC BEMIS MODEL#9400C SUPPLY RELIEF VALVE NOT ALL SYMBOLS MAY APPLY TO THIS PROJECT. / contact:Duncan Wallace POTABLE WATER, NSF LISTED, WATER SUPPLY. FIELD VERIFY EXACT LOCATION. WC WATER CLOSET 1/2" - 4' 2" AMERICAN STANDARD CADET 2377,100 SEAT COVER DISPENSERS � (425)aosnab BOBRICK MODEL#B-221 FOR EACH WATER CLOSET MIN. 3.1 GAL. TANK VOLUME, awaiiace®prmaginc.com SUPPLIED AND INSTALLED BY G.C.. MIN .75 GAL ACCEPTANCE, WATTS DET-12 OR APPROVED K CAST BRONZE,AMIT-SIPHON, PIPE RELIEF WH-1 EQUAL. K m rn TP TRAP PRIMER 1/2" - - - PRECISION PLUMBING PRODUCTS #P2-500 V o 0 Z SERVES UP TO(2)FLOOR DRAINS VALVE TO Z m 4 MOP SINK BEFORE CONNECTING m WALL EXPANSION TANK TO SYSTEM. 3" ID FLOOR DRAIN - - 2' - JOSAM SERIES 30000 A ADJUSTABLE NIKALOY STRAINER O I ADJUST AIR PRECHARGE TO OF o WATER SYSTEM PRESSURE. Z 0 a STRAP ON UPPER 1/3 OF WH. PIPE MATEMALS PL4�A�L NG NOTES M W ���II 3� " PLUMBING FlIXTURE SCHEDULE STRAP ON LOWER 1/3 OF M. WASTE& VENT PIPING: PVC OR ABS SCHEDULE 40. PLUMBING NOTES 0 Z m N.T.S. MAINTAIN 4" CLEARANCE FROM JL DRAIN PLUG ALL CONTROLS WATER DISTRIBUTION PIPING: COPPER, TYPE K OR L. 1. CONNECTIONS: PROVIDE PLUMBING FIXTURE J M Z CONNECTIONS TO BUILDING WASTE, VENT, COLD �y W m FIXTURE TANK SIZE TEMP ENT TEMP LVG MANUFACTURER MODEL NUMBER REMARKS WATER, AND HOT WATER SYSTEM IN ACCORDANCE 3 m 10 GAGE GALVANIZED WITH DRAWINGS, MANUFACTURER'S ONE - 2.5KW HEATING ELEMENT, 208V/3P, SEE 4" DEEP STEEL DRAIN PAN. a m WH-1 10 GAL 557 110'F PATRIOT PCE-10-10MSA DETAIL J4 ON THIS SHEET FOR ADDITIONAL RECOMMENDATIONS, AND LOCAL CODES. CONNECT INFORMATION TO EACH FIXTURE, EQUIPMENT, ETC. WITH ALL tT-o ACCESSORIES, VALVES, VACUUM BREAKERS, o a REGULATORS, UNIONS, ETC. AS REQUIRED AND AS °Li Al ELECTRIC WATER HEATER SC HE�ULE J4 WG°TER HEAT R �ETAIlL RECOMMENDED TO PLUMBING FIX THE MANUFACTURERS. REFER FIXTURE CONNECTION SCHEDULE ON m 0 N.T.S. N.T.S. PLANS. 2. HOT AND COLD: WATER PIPING CONNECTION TO H EACH FIXTURE SHALL BE COLD WATER ON THE H RIGHT HAND SIDE AND HOT WATER ON THE LEFT HAND SIDE. 3. VENT STACKS: COORDINATE VENT STACK WITH HVAC EQUIPMENT TO MAINTAIN MINIMUM 10' CLEARANCE FROM OUTSIDE AIR INTAKES. O 4. CLEANOUTS: PROVIDE CLEANOUTS PER CURRENT u u PLUMBING CODE AND AS REQUIRED BY LOCAL JURISDICTIONS. CLEANOUTS SHALL BE LOCATED IN WALLS/FLOORS WHERE THEY ARE NOT HIGHLY Cl) Z VISIBLE. NOTE: NOT ALL CLEANOUTS ARE SHOWN G LL7 O C' O O ON THE PLUMBING DRAWINGS. EL ON 5. SHUT-OFFS: PROVIDE SHUT-OFF VALVES/STOPS Q W (D rn AT HOT AND COLD WATER SUPPLY TO EACH Y Z FIXTURE. � Q K O O 6. TRAP ARMS: PROVIDE TRAP ARMS SUCH THAT Q THE MAXIMUM LENGTH WALL NOT EXCEED CODE � REQUIREMENTS. Cp 3 N v 7. ADA INSULATION: AT PLUMBING PIPING EXPOSED N 3 UNDER LAVATORIES, INSULATE THE EXPOSED F "CW&HW PIPING AND TRAPS WITH PRODUCT SPECIFICALLY F DESIGNED FOR THIS APPUCATION MEETING ADA REQUIREMENTS. PROVIDE HANDI-LAV GUARD OR EQUIVALENT. OFFSET P-TRAPS TO CLEAR 2 WHEELCHAIR ACCESS. "2-WF- RO8. FREEZE PTECTION: WATER PIPING SHALL BE INSTALLED ON THE WARM SIDE OF INSULATION. (E)W 1}¢"V ROUTE NO WATER PIPING IN ATTIC SPACE. HEAT �I 1 TAPING IS NOT ACCEPTABLE. O 3'W 3°W WH-1 'CW&HW 9. WATER HAMMER ARRESTERS: PROVIDE AT THE UNES SERVING E TWO OR MORE FIXTURES;END OF HOT AND WATER IN ACCORDANCE E WITH PLUMBING AND DRAINAGE INSTITUTE(PDI) REQUIREMENTS. WATER HAMMER ARRESTORS ARE CW TO REQUIRED FOR QUICK CLOSING VALVES, SUCH AS TRAP PRIMER LAUNDRY WASHERS, FLUSH VALVES (PUBLIC 3'W 1)FV 2"W )"CW TOILETS), ETC. }�'CW&HW ❑❑❑oao 10. TRAP PRIMERS: PROVIDE TRAP PRIMERS AND 0 .ROe000 1/2"DCW FROM PIPING FOR FLOOR DRAINS. ARRANGE PIPING TO 01. , �3 0 TRAP PRIMER --- ACHIEVE EQUAL FLOW TO EACH DRAIN FOR TRAP UNDERSLAB TO PRIMERS SERVING MULTIPLE DRAINS. Cz, +7?• ❑ 2�� 3 3' LAV FLOOR SINK. LAV ?m[ODD 11. PIPING MATERIALS:DOO . UNDERGROUND WASTE AND VENT PIPING: PVC D 'R® SCHEDULE 40. `za--•••" O 1}�"V SABOVEGROUND CHEDULE 4O. WASTE AND VENT PIPING: PVC OpO�CNAL ABOVE GROUND WATER DISTRIBUTION PIPING: oa'2 1 COPPER, TYPE L. WCO CONDENSATE PIPING: PVC SCHEDULE 40. 2"W® SINK h"CW&HW GAS PIPING: STEEL PIPE, SCHEDULE 40. COORDINATION REQUIREMENTS SINK - 12. PLUMBING FIXTURES: COORDINATE WITH C ARCHITECTURAL AND OTHER TRADES EXACT C LOCATION OF ALL PLUMBING FIXTURES. - 13. PIPING: COORDINATE WITH STRUCTURAL FOR EXACT LOCATION OF ALL STRUCTURAL FRAMING - AND FOOTINGS AND FINALIZE THE EXACT ROUTING - OF ALL PIPES WITH STRUCTURAL. m 14. ADJUSTMENTS: ALL EQUIPMENT, MOTORS, FANS GAS BURNERS, IGNITION DEVICES, DRIVES, ETC. - SHALL BE ADJUSTED AND BALANCED TO OPERATE AT SPECIFIED RATINGS AS REQUIRED FOR THIS PROJECT SITE AND ACCOUNTING FOR ELEVATION B ABOVE SEA LEVEL. B on Ikea KAW 15. APPROVALS: MECHANICAL AND PLUMBING App—d RWP EQUIPMENT SHALL BE APPROVED FOR INSTALLATION IN THE PROJECT LOCATION AND SHALL HAVE ALL CERTIFICATIONS AND RATINGS P,olect No. RiT14099.0 TO MEET ALL ENERGY, POLLUTION, ENVIRONMENTAL, SEISMIC, ETC. CODES AND Tnie REGULATIONS. THE CONTRACTOR SHALL PLUMBING COORDINATE WITH HIS MANUFACTURE SUPPLIERS PLAN AND SHALL INCLUDE ALL COSTS REQUIRED TO MEET THESE REQUIREMENTS IN HIS BID. A A No. A3 WASTE/VENT PLUMBING PLAN A2 SUPPLY PLUMBING PLAN sneer 1/4" = V-0" 1/4" = 1'-0" P-1 1 2 3 4 5 6 1 7 1 8 9 10 11 12 13 14 15 16 CVAW M4,RO M EN6FE CF F: INc�yv um GH, \PEO0.MNIXRAff(fll\JaX NO ll CU—WA 1 E 01 F \424-ae MOOT%, W-27-2014 to n 1 2 3 4 5 6 7 B 9 10 11 12 13 14 15 16 bD LEGEND •m 9 DUPLEX RECEPTACLE UFO L 30 QUAD RECEPTACLE L group 0+28 DUPLEX RECEPTACLE WITH MOUNTING HEIGHT Architects OIG DUPLEX RECEPTACLE, ISOLATED GROUND OIG QUAD RECEPTACLE, ISOLATED GROUND 1940I 40th AVE W, ,�}, Suite 300 ODED DUPLEX RECEPTACLE ON DEDICATED CIRCUIT LYNNWOOD,WA 98036 QUAD RECEPTACLE ON DEDICATED CIRCUIT Contact:Duncan Wallace IPDED (425)405-7746 QDWP DUPLEX RECEPTACLE, WEATHERPROOF& GFCI dwolloce@pmdginc.com K GFCI K DUPLEX RECEPTACLE, ABOVE COUNTER & GFCI $O MANUAL LIGHT SWITCH WITH SWITCH DESIGNATION Z Z a q O $KEY KEYED SWITCH ELECTRICAL PANEL VIZ 0 a ; VOICE/DATA ROUGH-IN BOX, SINGLE-GANG MUDRING W W J v VOICE ROUGH-IN BOX, SINGLE-GANG MUDRING O Z o m 0 DATA ROUGH-IN BOX, SINGLE-GANG MUDRING � ZELP � �m EQUIPMENT CONNECTION WITH FUSED DISCONNECT SWITCH w 3 m JD EQUIPMENT CONNECTION WITH TOGGLE DISCONNECT SWITCH w� m x� 4 TELEVISION ANTENNA OUTLET °p N O Z a 0 m a H H 0 Of to �- Ce) Z Q to 0 G G ® }D l04 Q w ® : VESTIBULE a w Y J 11 N F N F ® o WN UL E N-10 N_8 E CD E . N-14 w y CI 1/2"C,2#10,#10G GENERAL NOTES REmoou WP 1, CONFIRM ALL SCOPE OF WORK WITH RITE AID CONSTRUCTION MANAGER -1 PRIOR TO BID AND WORK. 3 8KVA 08 2R2W p4Oo0 RE9R00 5 L CAT dl ROOF) O 'ROe°o0 2, PROVIDE ELECTRICAL INSTALLATION IN ACCORDANCE WITH NATIONAL 00 ELECTRICAL CODE, NATIONAL ELECTRICAL SAFETY CODE, LOCAL CODES, WH_1 EFRIG. CI GF 0 o ORDINANCES AND REQUIREMENTS OF UTILITY COMPANIES FURNISHING _ CI ° i$: SERVICES TO INSTALLATION. 2.5KVA,12OV1P2W �® N-2Ad O 3, PROVIDE ITEMS NECESSARY TO COMPLETE ELECTRICAL SYSTEMS. THE N-7 ELECTRICAL DRAWINGS ARE DIAGRAMMATIC AND DO NOT NECESSARILY 1/2"C,1#10,#1ON,#1OG Ew OO �QVAL �O00 SHOW EVERY CONDUIT, BOX, CONDUCTOR OR SIMILAR ITEMS FOR A " N- T' �00000� �Q COMPLETE INSTALLATION. °A" TYP) EF N 5 4, THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND DETERMINE FH V1P2W CONDITIONS WHICH MAY AFFECT BID. ANY ITEMS NOT FULLY UNDERSTOOD _ SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO BIDDING. HAND DR 5, EC TO REUSE, REPLACE, Al PROVIDE NEW CIRCUIT BREAKERS AS C NECESSARY FOR PROVIDING ALL POWER CONNECTIONS TO NEW AND N-1 corvsu�TG 2' C _ EXISTING EQUIPMENT. REFRIG 1 (TYF) +3 POWER PLAN NOTES = 1. EC TO VERIFY LOCATION OF RECEPTACLES/EQUIPMENT WITH RITE AID -8 a m CONSTRUCTION MANAGER PRIOR TO ROUGH IN. TYPICAL. PowER - OF 3 5 m 2. EC TO PROVIDE POWER CONNECTION TO GFCI RECEPTACLE AT TAIL END OF 6 I FEEDER. B RECEIVING B - 3. AC-1/CU-1 SPLIT SYSTEM- EC TO VERIFY WITH MANUFACTURER FOR POWER Ch—ed Knw SPECIFICATIONS PRIOR TO ROUGH-IN. AC-1 TO BE POWERED THROUGH THE 4 AIGR'S aPP—d R_ CU-1 ROOF UNIT. Exlsr a-ore EXIST 14-DR nmCE fBEEEZFB WALK-IN COOLER 4. EC TO FIELD VERIFY SUITABLE AND CODE COMPLIANT LOCATION FOR NEW N P-j—N.. RIT1 a099.0 PANEL. Title 5. EC TO FIELD VERIFY MOUNTING HEIGHT AND LOCATION OF PHARMACY POWER/DATA MONITOR POWER AND CCTV RECEPTACLES PRIOR TO ROUGH IN. PLAN A 6 FMOUNTING HEIGHT AND LOCATIN OF SECURITY CAMERA RECEPTACLE RIOR TO ROUGH IN POWER/DATA PLAN A Sheet No. SCALE: 3/32" = 1'-0"1 2 3 4 5 6 7 8 9 10 11 rr 12 13 14 15 16 `—1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 bo .m L L UFO group Architects 19401 40th AVE W, Suite 300 LYNNWOOD,WA 98036 Contact:Duncan Wallace (425)4057746 dwolloce§pmdginc.com K K Z Z m O 3� LUMINAIRE SCHEDULE Mz �a W W z W CALLOUT SYMBOL DESCRIPTION BALLAST MOUNTING MODEL 1 INPUT VOLTS NOTE 1 LAMP O z a WATTS J A 4' LENSED ELECTRONIC RECESSED LITHONIA: 62 120V 1P 2W (2) 32W T8 J ' r Z L FLUORESCENT 2SP8-G-1-32-Al2-MVOLT-GEB Fil W m m C1 6" RECESSED ELECTRONIC RECESSED CREE: 11 120V 1P 2W MOUNTING HEIGHT= (1) 11W LED 0 ARCHITECTURAL LR6-10L-35K-(VOLT)-DR--RC6-12W-GU2 9'-0", LLF= 0.85 a"' DOWNLIGHT = 0 O N N W X EMERGENCY DUAL ELECTRONIC SURFACE 5 120V 1P 2W (2) HALOGEN `o Z HEAD FIXTURE m a NOTE: EC TO FIELD VERIFY EXISTING ELECTRICAL SERVICE AND ADJUST MODEL NUMBER(VOLTAGE) OF CREE FIXTURE AS NECESSARY H H 6 O Ln ce) Z Q in O G G 0- Z 3 } 0 N \\` Q w Z Co Y LUIO � \\ a Of Cn N N ti F F �I I E E GENERAL NOTES 1. CONFIRM ALL SCOPE OF WORK WITH RITE AID CONSTRUCTION MANAGER PRIOR TO BID AND WORK. _ 1 (TYP) ❑❑pp�0 2. PROVIDE ELECTRICAL INSTALLATION IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE, 000 ..ROe�ooO NATIONAL ELECTRICAL SAFETY CODE, LOCAL CODES, ORDINANCES AND REQUIREMENTS OF O O o UTILITY COMPANIES FURNISHING SERVICES TO INSTALLATION. o " � "$` o ❑ a D 3. PROVIDE ITEMS NECESSARY TO COMPLETE ELECTRICAL SYSTEMS. THE ELECTRICAL DRAWINGS D ARE DIAGRAMMATIC AND DO NOT NECESSARILY SHOW EVERY CONDUIT, BOX, CONDUCTOR OR SIMILAR ITEMS FOR A COMPLETE INSTALLATION. hcOl 0 OOOa(, o0�000 4. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND DETERMINE CONDITIONS WHICH (TYP) 1 oa�21�\4 MAY AFFECT BID. ANY ITEMS NOT FULLY UNDERSTOOD SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO BIDDING. 0 2 (TYP) X 5. EC TO REUSE, REPLACE, AND/OR PROVIDE NEW CIRCUIT BREAKERS AS NECESSARY FOR - - - - PROVIDING ALL POWER CONNECTIONS TO NEW AND EXISTING EQUIPMENT AND LIGHTING. 1 (TYP) 0 SLIGHTING PLAN NOTES < 1 (TYP) 1. NEW REDI CLINIC AREA LIGHTING, EC TO DEMO EXISTING LIGHTING FIXTURES WITHIN FORMER \` _ AREA AND RECIRCUIT TO NEARBY CIRCUIT. PROVIDE OCCUPANCY SENSOR SWITCH FOR AUTOMATIC CONTROL OF LIGHTING AND WIRE THROUGH EXISTING TIMECLOCK AND CONTACTOR �� m BOX, IF NOT DONE PREVIOUSLY. TYPICAL. II 2. EC TO EXTEND POWER FROM NEARBY LIGHTING CIRCUIT TO EXIT SIGN. PROVIDE UNSWITCHED POWER TO EXIT SIGN TO REMAIN ON 24/7. (TYPICAL) I_�I w m I B �\ B Checketl o.." ------- n -- --------------- _ L—L = KAW Approved R- I I � 1 L Project No. RI T14099.0 I I Title LIGHTING A LIGHTING PLAN A PLAN SCALE: 3/32" = 1'-0" Sheet Nor ^ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 I L `—` COP1WGu 2013,R09150N EN—LING,INL. JY9AARA f\3EGR04MCCRACNEN\-R E ND\42-112 IIVEANORE,CA\PK\E-2.——2-3 1— 1 2 3 4 5 6 7 B 9 10 11 12 13 14 15 16 bD .m L L UFO group Architects 19401 40th AVE W, Suite 300 LYNNWOOD,WA 98036 Contact:Duncan Wallace (425)4057746 dwolloce@pmdginc.com K K ZZ mQn O 3� U)? oa W W z O Z o J ' r Z D Fiy W m m 3 m w� m x� O0 N a w O 0 a� m d H FAULT CURRENT SCHEDULE H DEVICE FAULT AIC L-N UTILITY FED FROM FEEDER RATING VOLTS FAULT DEVICE FAULT LENGTH Q BUS 65,000 65,000 120V 64,999 Q N 41,763 65,000 120V 41,762 BUS 64,999 15' Of NOTE: FAULT CURRENT AT EXISTING MAIN SWITCHBOARD IS TAKEN AT WORST CASE SCENARIO OF C7 Z 65,000A. EC MAY LOWER AIC RATING OF NEW PANEL IF FAULT CURRENT AND FEEDER LENGTH 04 Q G CAN BE FIELD VERIFIED AND REPORTED BACK TO ENGINEER FOR UPDATE TO FAULT CURRENT G L$ 0_ Z CALCULATIONS. Q } O 64 N Q W zm GENERAL ELECTRICAL NOTES U p a ROUGH-INS (NEW & RELOCATED EQUIPMENT/LIGHTING) if W FEEDER SCHEDULE 1 CONDUCTOR ICAL ROUGH-INS CONTAINED WITHINHOWN ON THIS THE SAME CONDUIITECT AS THELCIRCUITDE AN INSULATED CONDUCTORS ANDOSIZEDRPERUNLCENT GROUNDING 04 2. ROUGH-INS FOR EXISTING EQUIPMENT/LIGHTING TO REMAIN ARE NOT SHOWN ON THIS PROJECT. FOR EACH JOB, EC TO 04 ti ID FEEDER CONDUIT AND FEEDER FEEDING VERIFY WITH RITE AID CONSTRUCTION MANAGER WHICH EXISTING EQUIPMENT/LIGHTING WILL REMAIN AND IF IT WILL BE F AMPS THESE RELOCATED/REPLACED. F DEVICES 01 200 2"C,3#3/0,#3/ON,#6G,#6I0 N ELECTRICAL PANELS 1. THE EC SHALL BE RESPONSIBLE FOR BALANCING THE LOADS ON ALL PANELS CHANGED BY THIS PROJECT. SIZING METHOD: COPPER, 60'C #12 THROUGH #1, 75-C 1/0 AND ABOVE 2. EC IS RESPONSIBLE TO FIELD VERIFY THE VALIDITY OF PANEL SCHEDULES WITH THEIR RESEPECTIVE PANEL CIRCUIT BREAKERS AND ADJUST/REMOVE/ADD BREAKERS AS NECESSARY TO ENSURE ALL SCOPE OF WORK FOR THIS PROJECT IS ACCURATELY COMPLETED. 3. EC IS TO FIELD VERIFY THE OPPORTUNITY TO PROVIDE ALL NEW AND RELOCATED CIRCUITING FROM EXISTING PANELS RATHER THAN PROVIDE A NEW PANEL. EC IS RESPONSIBLE TO VERIFY SUBPANEL'S CAPACITY TO HANDLE ANY NEW OR RELOCATED LOADS FOR THE REMODEL, PRIOR TO PERFORMING ANY WORK. Panel Room Volts 208Y/120V 3P 4W AIC 65,000 4. EC IS RESPONSIBLE FOR THE PROPER IDENTIFICATION AND LABELING OF ALL CIRCUIT BREAKERS ADDED, REMOVED, OR L Mounting FLUSH Bus Amps 225 Main Bkr MLO RELOCATED BY THIS PROJECT. NEW PANELS SHALL BE PROVIDED WITH A TYPEWRITTEN CIRCUIT DIRECTORY. ANY CHANGE TO E N * ANY EXISTING PANEL WILL REQUIRE THE PANEL DIRECTORY TO BE UPDATED IN THE METHOD DESCRIBED ABOVE TO Fed from BUS Neutral 100% Lugs STANDARD ACCURATELY REFLECT ITS CURRENT STATE. Note: ISO GND BUS !D) CKT CKT LOAD NT CKT LOAD ABANDONED CONDUITS/WIRING # BKR KVA CIRCUIT DESCRIPTION # BKR KVA CIRCUIT DESCRIPTION 1. ABANDONED WORK: CUT, REMOVE RACEWAY 2 INCHES BELOW THE SURFACE OF ADJACENT CONSTRUCTION AND ABANDON oop0p0 REMAINING RACEWAY IN PLACE. CAP AND PATCH SURFACE TO MATCH EXISTING FINISH. DE-TERMINATE AND REMOVE ALL 1 201 0.6 REFRIGERATOR a 2 201 0.18 PHARMACY MONITOR / / WIRING. o�0 Rpe�0000 UNUSED ING. '. RECEPTACLE 3 20/1 0.6 REFRIGERATOR b 4 20/1 0,54 RECEPTACLE o rn P, �$ o 5 20/1 1.8 HAND DRYER c 6 20/1 0.18 RECEPTACLE - D 7 30/1 2.5 WH-1 a 8 20/1 0.54 RECEPTACLE D C1 13 9 30/2 3.8 CU-1 b 10 20/1 0.54 RECEPTACLE 00 O 11 I c 12 20/1 0.18 SECURITY MONITOR OO �QVAL�GV O� 13 20/1 0.1 EF-1 a 14 20/1 0.18 SECURITY MONITOR 1300p0��I��[`. 15 20/1 0 SPACE b 16 20/1 0 SPACE oa�21 17 20/1 0 SPACE c 18 20/1 0 SPACE 19 20/1 0 SPACE a 20 20/1 0 SPACE 21 20/1 0 SPACE b 22 20/1 0 SPACE (E) BUS 20BY/12OV, 23 20/1 0 SPACE c 24 20/1 0 SPACE 3-PHASE, 4W) 25 20/1 0 SPACE a 26 20/1 0 SPACE (E) REMOTE METER 27 20/1 0 SPACE b 28 20/1 0 SPACE 29 20/1 0 SPACE c 30 20/1 0 SPACE C 31 20/1 0 SPACE a 32 20/1 0 SPACE E) C - 33 20/1 0 SPACE b 34 20/1 0 SPACE 35 20/1 0 SPACE c 36 20/1 0 SPACE (E) CT/PULL SECTION r 37 20/1 0 SPACE a 38 20/1 0 SPACE (D ®❑N E-LINE NOTES -_ 39 20/1 0 SPACE b 40 20/1 0 SPACE EXISTING (E) 41 20/1 0 SPACE c 42 20/1 0 SPACE PAD-MOUNT UTILITY m 1. PROVIDE 200BOA CIRCUIT BREAKER WITHIN EXISTING XFMR SECONDARY MAIN SWITCHBOARD TO PROVIDE OVERCURRENT CONN. KVA CALC. KVA CONN.KVA CALC.KVA 208Y/120V 30, 4W PROTECTION FOR NEW PANEL. s LIGHTING 0 0 (125%) CONTINUOUS 0 0 (1 %) 2. NEW PANEL IS TO BE PROVIDED ONLY IF EC HAS FIELD m LARGEST MOTOR 0.1 0.125 (1 %) HEATING 2. 2.5 (10000OPPORTUNITIESz B OTHER MOTORS o o (10000R) NONCONRNUOUS 3.8 3.8 (1oD%) (E) PANELS TO REMAIN. VERIFIED THERE ARE NO OPPORNITIES TO PROVIDE RECEPTACLES 5.34 5.34 (50%>10) KITCHEN EQUIP 0 0 (N/A) ALL NEW/RELOCATED CIRCUITING WITHIN EXISTING B 0-n NONCOIN/DIVERSE 0 0 (N/A) PANELS AND/OR IS UNABLE TO LOAD BALANCE Ch-ed K TOTAL KVA 11.7 11.8 EXISTING PANELS WITH NEW CIRCUITING LOAD APP'°°ed R- BALANCED THREE PHASE AMPS 32.7 (E) PRIMARY INFORMATION. IF OPPORTUNTY EXISTS, EC IS FEEDER ELECTRICAL SCOPE OF WORK RESPONSIBLE TO VERIFY SUBPANEL'S CAPACITY TO PHASE BALANCE PERCENT: UTILITY PHASE A 102% PHASE B 93.2% PHASE C 105$ NEW PANEL N' (E) UNDERGROUND SECONDARY HANDLE ANY NEW OR RELOCATED LOADS FOR THE a.oieet Ne. Rlnaoos.o () FEEDER TO PAD-MOUNT REMODEL. Title - NEW PANEL IS TO BE PROVIDED ONLY IF EC HAS FIELD VERIFIED THERE ARE NO TRANSFORMER. ONE-LINE AND OPPORTUNITIES TO PROVIDE ALL NEW/RELOCATED CIRCUITING WITHIN EXISTING SCHEDULES PANELS AND/OR IS UNABLE TO LOAD BALANCE EXISTING PANELS WITH NEW CIRCUITING LOAD INFORMATION. IF OPPORTUNTY EXISTS, EC IS RESPONSIBLE TO A VERIFY SUBPANEL'S CAPACITY TO HANDLE ANY NEW OR RELOCATED LOADS FOR A THE REMODEL. EXISTING AND NEW ONE-LINE DIAGRAM (208Y/120V 3-PHASE SERVICE) Sheet N.. (EC TO FIELD VERIFY ELECTRICAL SERVICE CHARACTERISTICS AND ADJUST ACCORDINGLY TO PROVIDE OVERCURRENT PROTECTION TO NEW PANEL 'N')1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 rr`-4 LDPIAIGHi 2013,R0915DN ENG-LING,LNG JY9AARA f\3EORG4MCCRla(EN\-R E ND\4N 2G1 NO-HIa11ANDS.CA\DNG\E-4D1-W-2m,1161D Transmittal PM Design Group,Inc.dba Ken McCracken,Architect 19401 401h Ave West,Suite 300 Lynnwood,WA 98036 ^� Contact: Karen Wallace roup P.425.405.7752 .� M. 206.858.2409 kwallace@pmdginc.com Date 8/28/14 To: Dept of Community&Economic Development From: Karen Wallace City of Arlington RE: Rite Aid Store#5235 18204 59th Dr. NE T.I. M&P submittal Arlington,WA 98223 Project RIT14099.0 360.403.3551 Number: Sent Via: F Fax F US Mail f—V For Your Use F For Comment Fax I FV- Overnight F As Requested F For Revision Number + Number F Electronic W For Approval C✓ High Priority of Pages Quantity Date Description 2 8/28/14 Construction documents 1 8/28/14 Lighting calculations MEMENER 010, Permit desk, • Please contact me if you need anything further to process our application. Thanks, Karen Wallace P.425.405.7752 kwallace@pmdginc.com In Partnership With Our Clients Pedro+McCracken Design Group,Inc. 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 17226 Smokey Point Road Date 8/27/2014 Compliance Arlington,WA 98223 For Building Department Use forms do not require a pasuse. Robison to Applicant Name: Robison Engineering,INC. Instructional and Applicant Address: 19401 40th Avenue W,Suite 302 calculating cells are write Applicant Phone: Lynnwood,Wa 98036 Project Description ❑ New Building ❑ Addition [D Alteration ❑ Plans Included Lighting Compliance Path OO 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 Q Space-By-Space Method Method Selection required to enable LPA forms Interior Lighting System Description Briefly describe lighting system type and features. Additions and Change of Space Use (C101.4.3 &C101.4.4) ❑ Addition area or Change of Space Use area complies with all applicable provisions as stand alone project ❑ Addition area is combined with existing building lighting systems to demonstrate compliance with all applicable 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 (C101.4.3.1) ❑ 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. Q Less than 60%of luminaires in space replaced Provide a separate Space-By-Space Method(L TG-INT-SPA CE)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 ❑ 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 Wiring 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 17226 Smokey Point Road Date 8/27/2014 Lighting Alterations, Renovations & Building Additions For Building Department Use 0 Less than 60% 0 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 Bross Interior Watts Allowed room#) Space Type* Watts per ftz Area in ftZ (watts/ftz x area) Health care clinic/hospital:Pharmacy 1.14 619 706 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 619 706 above 40 feet is 0.02 W/ft.ht. Proposed Lighting Wattage Location(plan#, Number of Watts/ Watts room#) Fixture Description*** Fixtures Fixture Proposed A-4'Lensed Fluorescent 5 93 465 C1-6"Recessed Downlight 10 11 110 Retail Display Lighting from LTG-INT-DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watti575 ***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 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 17226 Smokey Point Road Date 8/27/2014 The following information 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; E-2 - Yea Indicate of plans the 50%lighting load reduction method C405.2.1.2 lighting controls E-2 provided or identify exception taken Indicate lighting system automatic shut-off capability-identify Existing lighting zone areas served on plans; Automatic time NA C405.2.2.1 switch controls and Indicate locations of override switches on plans and the areas override switching served,include area sq.ft.; Indicate locations where automatic shutoff is provided by other methods(occupancy sensor,daylight controls,etc) Yes C405.2.2.2 Occupancy sensors Indicate on plans the locations served by occupancy sensors E-2 Daylight zones- Indicate vertical fenestration primary and secondary daylight NA 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 C405.2.2.3.2 Daylight zone Indicate on plans the locations served by daylight zone controls; controls Indicate in plans the lighting load reduction(dimming)method- stepped or continuous dimming Specific application Indicate on plans the locations served by specific application NA C405.2.3 lighting controls- Existing General lighting controls Indicate lighting control method for display and accent lighting, C405.2.3- Display and accent and display case lighting; NA 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 Item 6 for sale or Indicate these fixtures are controlled independently from both demonstration general area lighting and other lighting applications within the same space If egress lighting power density is greater than 0.05W/ft2, C405.2.3- Means of egress indicate method of automatic shut-off during unoccupied E-2 Yea Item 7 lighting periods; Identify on plans the egress fixtures that function as both normal E 2 and emergency means of egress illumination C405.10 Cooler and freezer Provide vacancy device or timer to turn off fixtures within 15 NA C405.11 alighting minutes of unoccupancy for cooler and freezer lighting fixtures with lamp efficacy less than 40 lumens per watt NA C405.2.4 Exterior lighting Indicate on exterior lighting plans the automatic lighting control 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 17226 Smokey Point Road Date 8/27/2014 The following information 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 Provide fixture schedule with fixture types,lamps,ballasts,and E-2 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; E-2 Yea C405.5.1.2 — interior lighting power Identify lighting equipment eligible for exemption in fixture C405.5.1.3 E.2 C405.5.1.4 schedule and in compliance forms; Indicate that exempt lighting equipment is in addition to general E-2 area lighting and is controlled independently Yes C405.4 Exit signs Provide exit sign types and rated watts per fixture in fixture E-2/Existing schedule(maximum 5 watts per fixture) C405.10 Cooler and freezer For lighting in walk-in coolers and freezers,and refrigerated NA warehouse coolers and freezers,provide rated lamp efficacy(in C405.11 lighting 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 E-2 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 Total connected rated watts per fixture; - NA C405.6.2 exterior lighting Identify exterior applications eligible for lighting power power exemption on plans and in compliance forms; Indicate that exempt exterior lighting is controlled independently from non-exempt exterior lighting NA 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 NA C405.6.2 exterior lighting plus base site allowed does not exceed power calculations maximum allowed MOTORS&TRANSFORMERS (Sections C405.8,C405.9) For motors not part of an HVAC system,provide electric motor Yea C405.8 Electric Motors E-1 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: CITY OF ARLINGTON BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY INTERNATIONAL BUILDING CODE SEC. 110 NOTE:THIS CERTIFICATE DOES NOT CERTIFY ELECTRICAL WORK At 17226 Smokey Point Blvd Building Permit Number 20140462 Name & Address of Owner Occupant Load Number of Stories TRANSPACIFIC CORP N/A 1 MATTHEWS RICH 520 PIKE ST STE 2600 SEATTLE WA 98101 Type of Construction/Sprinkler system required Use II-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 26th DAY OF January , 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 ` 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT 17226 SMOKEY POINT BLVD Permit#:462 PERMIT EXPIRES 180 DAYS AFTER Parcel#: 31052000401300 DATE OF ISSUANCE. Scope of Work: Valuation: 54000.00 OWNER APPLICANT CONTRACTOR TRANSPACIFIC CORP PM Design Group,Inc,dba Ken Prime Universal Group,LLC McCracken Architect MATTHEWS RICH 520 PIKE ST STE 19401 40th Avenue W,#300 505 Union Ave, Ste 120 2600 SEATTLE,WA 98101 Lynnwood,WA 98036 Olympia,WA 98501 425-405-7752 210-319-3193 LIC: EXP: MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: COMMERCIAL ALTERATION CODE YEAR: 2012 STORIES: 1 CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: 1 OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC 110/IRC 110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. 0. 09/23/2014 Applicant Signature Date Building Official Date CONDITIONS Adhere to approved plans. The property owner shall ensure that the construction project complies with all applicable zoning codes and regulations.The property owner shall also ensure that the construction project does not cause any adverse impact on the surrounding environment or community.The property owner shall be responsible for obtaining all necessary permits and approvals from the relevant authorities before commencing construction.The property owner shall ensure that the construction project complies with all applicable design review requirements. THIS PERMIT AUTHORIZES 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 09/14/2026 Building Permit $897.24 09/14/2026 State Surcharge-list DU $4.50 09/14/2026 Building Plan Review $583.21 Total Due: $1,484.95 Total Payment: $1,484.95 Balance Due: $0.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon INSPECTION INFORMATION Pass/Fail C20.BUILDING FINAL Completed Permit#: 462 Permit Date: 09/02/14 Permit Type: COMMERCIAL ALTERATION Project Name: Rite Aid Applicant Name: PM Design Group, Inc, dba Ken McCracken Architect Applicant Address: 19401 40th Avenue W, #300 Applicant, City, State, Zip: Lynnwood, WA 98036 Contact: Karen Wallace Phone: 425-405-7752 Email: kwallace@pmdginc.com Scope of Work: Valuation: 54000.00 Square Feet: 0 Number of Stories: I Construction Type: Occupancy Group: ID Code: Permit Issued: 10/09/2014 Permit Expires: Permit Form Type: Civic Plus Number: Status: COMPLETE Assigned To: Launa Black Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31052000401300 17226 SMOKEY POINT TRANSPACIFIC 591 Drug& BLVD CORP Proprietary Contractors Contractor Primary Contact Phone Address Contractor Type License License # Prime Universal Group, 210-319-3193 505 Union Ave,Ste CONSTRUCTION LLC 120 CONTRACTOR Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 11/14/2014 C20.BUILDING T.I. 11/14/2014 01/26/2015 z.Christopher Young Completed FINAL Plan Reviews Date Review Type Description Assigned To Review Status 09/02/2014 COMMERCIAL Ok to issue z.Christopher Young ALTERATION 09/02/2014 COMMERCIAL No comments,LT PW-ADMIN-GIS ALTERATION 09/02/2014 COMMERCIAL Marysville water system pW-WAT-REV ALTERATION Gus. 09/02/2014 COMMERCIAL z.Tom Cooper ALTERATION Fees Fee Description Notes Amount Building Permit Table 4-1 $897.24 State Surcharge- 1st DU Residential- 1st Unit $4.50 Building Plan Review Table 4-2 $583.21 Total $1,484.95 Attached Letters Date Letter Description 09/23/2014 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 10/09/2014 Pedro McCracken Design Rite Aid T.I. Check#1018 $1,484.95 Group,Inc Outstanding Balance $0.00 Notes Date Note Created By: 09/02/2014 Emailed Deryl Taylor for comments Launa Black From Deryl, No issues. 09/02/2014 Launa Black Thanks, DT Uploaded Files Date File Name O1/26/2015 935911-Rite Aid.doc 09/02/2014 17226 TI Arlington permit Transmittal 2014-07-28.pdf 09/02/2014 17226 Commercial Mechanical Permit Application response.pdf 09/02/2014 17226 Commercial Plumbing Checklist Application resoonse.pdf 09/02/2014 17226 Commercial Remodel Permit Application response.pdf 09/02/2014 17226 Mech M-1 36x24(1),pdf 09/02/2014 17226 Plumb P-1 36x24(1),pdf 09/02/2014 17226 TI Arlington Wa(LTG)Energy Code.pdf 09/02/2014 17226 Mech M-2 36x24(2),pdf 09/02/2014 17226 TI 5235 Arlington permit set Part4.pdf 09/02/2014 17226 TI 5235 Arlington permit set Part2.pdf 09/02/2014 17226 TI 5235 Arlington permit set PartI spdf 09/02/2014 17226 TI 5235 Arlington pen-nit set Part3-1.pdf