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APPROVED BLD FIR RESUB1 BLD2024-0864+Architectural_or_Building_Floor_Plans+8.8.2024_8.51.21_AM+4428402COVER SKEET � PROJECT I CODES USE FOR THIS PROJECT: 2021 INTERNATIONAL EXISTING BUILDING CODE 2m21 INTERNATIONAL BUILDING GODS 2021 WASI�INGTON STATE ENERGY CODE (COMMERCIAL) 2021 UNIFORM PLUMBING CODE ��AS AMENDED � ADOPTED BY TIE CITY OF EDMONDS FIRE ALARM SYSTEM A SEPARATE FIRE ALARM SYSTEM PERMIT IS TO BE APPLIED FOR BY OTHERS. THE FIRE ALARM SYSTEM IS TO BE INSTALLED TI�ROUGI�OUT TIDE ENTIRE BUILDING, INCLUDING ALL LEVELS OF TIDE PROPOSED DAYCARE AND ALL LEVELS, SUITES OF TIE REMAINING BUILDING NOT INCLUDED IN THIS SCOPE OF WO1�C BUILDING DATA ADDRESS: 961i FIRDALE AVE, EDMONDS, WA 98020 PARCEL N0: Om�49900mm01 m0 LEGAL DESCRIPTION: SEC 36 TWN 2� R 03 QTR SE - FORSI�EES FIRDALE VILLAGE BLK 000 D-00 -COMB FOR TAX PURP ONLY - LOT 1 PLUS PTN VAC CUL-DE-SAG TGW LOTS 2-3 PLUS ADJ PTN VAC CUL-DE-SAC LESS PTN WNNFORSI�EE FIRDALE VILLAGE 5 ALSO LESS TIC PTN LOT 3DAF -BEG AT NE GOR OF Sl/2 Nl/2 OF SW1/4 SE1/4 TN SO1*42 29W ALG E LN OF SD SW1/4 SE1/4 510FT T�I N88�26 50W �SFT TPBTN GONT N88�26 50W 10�.06FT TNS�2�21 5�E 108.30FT TIC N01�33 l0E 30FT TPB TGW LOT � PLUS ADJ PTN VAC GUL-DE-SAG LESS PTN WNN FORS�IEE FIRDALE VILLAGE 5 TGW LOT 5 PLUS PTN VAC CUL-DE-SAC � LESS PTN PROP PLAT FORS�IEES FIRDALEVILLAGE NO 5 TGW LOT 12 TGW LOT 13 � NWLY SFT LOT 14 TGW SELY 52FT LOT 14 BUILDING: TYPE V-A OCCUPANCY: E zONING: FVMU TOTAL BLDG: 15,606� CA-2 25°ro, B 52°ro, E 23°ro) 6,�08� 1st FLOOR 2,790� 2nd FLOOR 6,�08� BASEMENT BLDG PERIMETER: 4m8' TOTAL 408' FRONTING OPEN SPACE (50' MIN) INCREASE: (4m8/�08-0.25X 50/3m) = 1.25 BLDG AREA TOTAL = 19,508� ALLOWED: E = 4,487� LESS T�IAN 3,582� PROPOSED (OK) DAY CARE AREA: 1ST FLOOR: 1,934 SgFt lE) BASEMENT: 1,�48 SgFt (E) TOTAL S.F:. 3,582 ScjFt 23io OF TOTAL BLDG LOT: 3.12 Acres YEAR BUILT: 1942 SEE T�IIS SHEET � PLANS FOR ADDITIONAL CODE ANALYSIS STATEMENT OF USE � LIABILITY THESE PLANS ARE FOR TIDE EXCLUSIVE USE OF GOLDEN COAST GONSTRUGTfON BGIE ASSUMES NO RESPONSIBILITY OR LIABILITY FOR USE OF TI�ESE PLANS BY OT�IERS. ALL INFORMATION ON T�IESE PLANS IS TIDE EXCLUSIVE PROPERTY OF BGIE AND DOES NOT EXPRESS NOR IMPLY ANY WARRANTY OF THE INFORMATION ON T�IESE PLANS. SCOPE OF WORK 1. PROPOSED DAYCARE TENANT FOR BOT�I FLOORS (E OCCUPANCY). 2. ANTICIPATED AGES OF CHILDREN TO BE 5 YEARS ANp YOUNGER 3. APPLICATION FOR CONDITIONAL USE PERMIT PLN2m24-0052. SEE PLANS FOR ADD'L INFORMATION. ARCH I TE C TURAL /STRUCTURAL : PROVIDE (N) INTERIOR � EXTERIOR ARCI�ITECTURAL � STRUCTURAL CONSTRUCTION AS NOTED PER TIDE PLANS. ALL (N) CONSTRUCTION SMALL COMPLY WITI� TIE 2m18 IBC AS AMENDED � ADOPTED BY THE LOCAL JURISDICTION. ELECTRICAL, MECI�ANICAL, � PLUMBING: PROVIDE (N) ELECTRICAL, MEGNANICAL, � PLUMBING FIXTURES � SERVICES WITHIN TIE AREA OF WORK AND AS OTHERWISE NOTED PER TIDE PLANS. ABBREVIATIONS LEGEN D ABCs) ANCHOR BOLTIs) FT FOOT, FEET PNL PANEL PLAN TITLE Wl = SW DESIGNATION PER ADEQ ADEQUATE FTG FOOTING PT POINT �� SW TABLE ON 51.0 ADD'L ADDITIONAL GA GAUGE PWD PLYWOOD SCALE: 1"=10'-0° PLAN TITLE UNDERLINE � ALUM ALUMINUM GALV GALVANIZED REINF REINFORCEMENT BLDG BUILDING GCB GYPSUM CEILING BOARD RQD REQUIRED �j 1 -REVISION NUMBER BLKG BLOCKING GLB GLULAM BEAM SI SQUARE INC�IES �� � BM � BOT BEAM BOTTOM GWB I�G GYPSUM WALL BOARD FOLLOW CORE SC SNT SOLIp CORE SHEET Q NORTH ARROW INDICATES AREA WITI� A REVISION z BRG BEARING I�D(s) I�OLDOWNIs) SNTG SNEATI�ING BTWN BETWEEN I�DRIs) I�EADER(s) SIM SIMILAR A DETAIL TITLE DETAIL/SECTION TITLE UNDERLINE � CENTER LINE I�DWR I�ARDWARE SOG SLAB ON GRADE CTRId) CENTER, CENTERED IMF ITEM FIR SPCG SPACING SX.X SCALE: 1"=1'-0" SX.X =SHEET WI�ERE DETAIL/SECTION CLG CEILING I�ORIZ I�ORIZONTAL SQ SQUARE IS DRAWN �w NOT WATER NEATER CLR CLEAR IBC INTERNATIONAL BUILDING CODE SgFt SQUARE FEET r� r�= raw E = Exist GOL COLUMN I/F INSIDE FAGS STRUCT STRUCTURAL 1 =DETAIL NUMBER � COMP COMPOSITION, COMPOSITE INSUL INSULATION SW SHEAR WELL 1 SX.X =REFERENCE WHERE DETAIL EXISTING WALLS TO REMAIN a CONC CONCRETE INT INTERIOR T �G TOUNGE � GROOVE SX.X IS TAKEN � GONT CONTINUOUS IRC INTERNATIONAL RESIDENTIAL CODE TYP TYPICAL EXISTING WALLS TO BE REMOVED GONTR CONTRACTOR JT JOINT UNO UNLESS NOTED OTHERWISE CTV CONTRACTOR TO VERIFY LAMIs) LAMINATION(s) VERT VERTICAL 1 =SECTION NUMBER z pEMO DEMOLISH, DEMOLITION Ibs POUNDS W/ WITH 1 SX.X =REFERENCE WHERE SECTION � NEW 2x4/2x6 WALLS/SNEAK WALLS � pF pOUGLAR FIR MAX MAXIMUM W/0 WITHOUT SX.X IS TAKEN o DIA, � DIAMETER MFR MANUFACTURER WIN WINDOW � DEDICATED EXHAUST ROOF VENTS Z DIST DISTANCE MIN MINIMUM WSEC WASNINGTON STATE ENERGY CODE 1 -ELEVATION NUMBER pTL DETAIL (N) NEW XFR TRANSFER 1 SX.X =REFERENCE WHERE ELEVATION lE) EXISTING NOM NOMINAL SX.X IS TAKEN EA � EAC�I O.C. ON CENTER EQ EQUAL 0/F OUTSIDE FACE �i DOOR MARK PER SC�IEDULE cv � ES EA SfpE OSB ORIENTED STRAND BOARD r EW EAC�I WAY 0�1 OVERHANG O WINDOW MARK PER SC�IEDULE o EXT EXTERIOR PE PRE ENGINEERED X FF FLUSHED FRAMED, FINISI�ED FLOOR fE PLATE FLR FLOOR PLCS PLACES FND FOUNDATION P-NAILS PNEUMATIC NAILS ri 08-08-24 CITY REVIEW COMMENTS BUILDING DESIGN NOTES ARGNITEGTURAL TIDE CONTRACTOR ANp SUBGONTRAGTORS PERFORMING TIE ARG�IITEGTURAL WORK, W�IICI� INCLUDES: EXTERIOR AND INTERIOR FINISHES, EXTERIOR FLASHING � CAULKING, INTERIOR FLOORING, TRIM, ETC. SHALL REPLACE THE ARCHITECTURAL ITEMS TO MATG�I ORIGINAL CONDITIONS. THE ARCHITECTURAL WORK SHALL BE PER TIE 2018 IBC AS AMENNDED � ADOPTED BY CITY OF EDMONDS ANp TIDE STATE OF WASI�INGTON. ELECTRICAL, MEG�IANIGAL, � PLUMBING: TIDE CONTRACTOR ANp SUBGONTRAGTORS PERFORMING TIE ELEGTRIGAL, MEGNANICAL, � PLUMBING WORK SHALL INSTALL NEW ITEMS TO MATCH TIDE ORIGINAL ITEMS. SEPARATE PERMITS FOR ELEGTRIGAL ANp MECI�ANIGAL SMALL BE SUBMITTED TO CITY OF EDMONDS BY TIE ELECTRICAL AND MECI�ANICAL CONTRACTORS. TIDE ELECTRICAL � MECHANICAL GONTRAGTORS ARE RESPONSIBLE FOR SPECIFICATIONS OF ELEGTRIGAL SERVICES CAS REQ'D), MECI�ANICAL EQUIPMENT lAS REQ'D), � PLUMBING FIXTURES CAS REQ'D). ALL WORK SHALL COMPLY WIT�I CURRENT ELEGTRIGAL, MEGNANICAL, ANp PLUMBING CODES AS AMENNDED � ADOPTED BY CITY OF EDMONDS AND THE STATE OF WASNINGTON. PROJECT TEAM CONTRACTOR: GOLDEN COAST CONSTRUCTION � RESTORATION CONTRACTORS LICENSE# GOLDECC809P1 CONTACT: GREG TI�ODE 425.4�1.27�� lC) SHEET INDEX GENERAL CS-1 GOVERSNEET � PROJECT INFO CS-2 SITE PLAN INVESTIGATIVE/RESTORATION ENGINEER BC INVESTIGATIVE ENGINEERS CONTACT: JESSE BINFORD, PE PRINCIPAL 253.6�0.9513 ARCI�ITECTURAL A0.0 DESIGN NOTES �j A1.0 MAIN FLOOR PLAN A1.1 BASEMENT FLOOR PLAN A1.2 REFLECTED GEIKING PAN A1.3 ADA RESTROOM A2.0 SECTION ll OF 3) �1 BUILDING A2.1 BUILDING SECTION l2 3) A2.2 1 BUILDING SECTION l3 OF 3) A2.3 FIRE RATED DETAILS II iOiAL SNEEiS, iNlS SET VICINITY MAP �,r .: r: wood Q Scriber Lake Hlgh School ��. � _ t w y _ High School Q A � - remprrrnlyclosed "�r'r'' i e 4 - _ 3 � E s Boat Ramp At � -- a' �'" Safeway® a3nm.asw Lake Ballinger Lepome«o, �o_4.c�au Fork $ Madrona K-85choolQ � ©Family Pancake liouse Nlle Shane Goli i - r.n - ,_nu, n..w ...,,ern zaam sr sW QSlars In the Sky f Edmount �•� - Island mG — . , s,r > e - _ "- � FIRDALE VILLAGE _ 9 ;� r,� P �mnvsw Dennys f w $ •Tia TrinPs Pantry © l^ - � �.r, � Q Panera Bread F 2darh Sl SW �Q ' � ©Holyrood r.-,berg � � - - ,,.,„1,,.5i _ _ z n:ncor a Catholic Cemetery - Garden = � � _ _ ,,:n,r,�., s f � z - © �Costco Wholesale n ,,,� „ � Sanmam Grill z Nv, - - "'01i� Costco GasolineQ ..n,.ry ww.nnn� n N )OUIh 9 � ,- i _ _ _ rm r4o.n « b - H I L L W O O D r, -v'��� �� =Ballinger Commons v Melvin G Syre © f � M9' 19n01r - o Apartment Homes =ntary School � _ _ - � r�.r� •� �� � ���� z i-�mond Beach - - -. -. �' L,J J 0 '� N � � �� �� _ � M—I � O �. ,��/� � O � F--�-� � �-T-1 �w [--� �� w � �~ �� � � U rTl M--�I F-+--� Q w (./) O N N 0 0 • O W Q • O�� � o � (zj ��� �M� �� NNE W � W >: � q � q � � � N � �l rr,,,, / M V V V �4rF•, �� � '� (J�\ V O i Q � � " P.L. 22�' +/- � ,. -„� \ ..�� .....� ...... ...... ...... ...... ... '....tY� .. \ .. ,I. .... '... ...... ...... ...... ...... ...... •.. � � �•• I. a a � .... . �I . � � ... � � .. � � .. � . � .. ` � ; ; � (�) ASPNALt PARKING LOt/ROADWAI' .. ,. .. ... � o � .� .. .. .. .. o; . a� �� � � o :o. �i � .. �.: . ��..... �.�� �.� : .��;� ... .�. ..:. � � � .� � ... � � �. � � � .� � � EXIStING DUMPStERS - ��ti � . � k\ .. • ... �. .. :.� .. i . /�:. � :.. � \ � \ � . � ��J p�� � � � � ... . I � NO MODII=ICIATIONS PROPOSED . �� � ���� \ �, � _. \ \ \ - _ SITE PLAN � SCALE: 1'=30'-0° ---- �� .. I EXISTING DRIVEWAY lE) tREES t0 REMAIN - tiP EXISTING REC1'LE BINS - NO MODII=ICIATIONS PROPOSED AREA 01= PROPOSED DAYCARE: (AS NOTEp C - - C) -EXTERIOR WORK PROPOSED tNIS SUBMIttAL AREA 0� (�) BREEZEWAY � ENtR1' lAS NOTED >. `a �� . � )PER PERMIt BLD2024-m22� a NOtE: tNIS SItE PLAN WAS GENERAtED USING IN�ORMAtION 1=0UNp ON THE SNONOMISN COUNtY GIS SYSTEM AND INI=ORMATION GAtNERED DURING SITE VISItS. tNIS SItE PLAN IS NOt t0 BE CONSIDERED A SURVEY. DESIGN NOTES �APPLIGABLE ONLY TO ACTUAL WORK BEING DONE) GENERAL FLOOR PLAN NOTES 0 0 �I .. z C1 O N Q O X ui s z ENERGY CODE/BUILDING ENVELOPE- GENERAL 1. TENANT SPACE TO BE NEATEp BY lN) NVAC UNITS) USING GAS W/ MIN. 90ia EFFICIENCY. SEE ENERGY CREDITS FOR App'L INFO. A SEPRATE PERMIT FOR NVAC UNITS TO BE APPLIED FOR BY OTHERS. 2. ALL WINDOWS � p00RS SNALL BE SEALED, CAULKED, GASKETED OR WEATNERSTRIPPED TO MINIMIZE AIR LEAKAGE. 3. ALL VAPOR BARRIERS SMALL BE A MAXIMUM OF 1 PERM. 4. BUILDING ASSEMBLIES USED AS pUCTS OR PLENUM SMALL BE SEALED, CAULKED ANp GASKETED TO LIMIT AIR LEAKAGE. ELECTRICAL- GENERAL 1. BUILDING SNALL BE WIRED WIT�I NMB 90 NONMETALLIC SNEATI�ED CABLE COMPLIES w/US STANDARDS: NMB2C14US-14/2 WIRE± NMB2C12US- 12/2 WIRE± NMB3C14US- 14/3 WIRE). 2. lE) SERVICE ENTRANCE ABOVE GROUND ASSUMED). ELECTRICAL LIG�ITING 1. LIG�ITING CONTROLS SMALL BE PROVIpEp FOR EACH SEPARATE AREA, READILY ACCESSIBLE AT THE POINT OF ENTRY/EXIT. CONTROLS SNALL BE CAPABLE OF TURNING OFF ALL LIGHTS WITI�IN THE SPACE. 2. MAXIMUM LIG�ITING POWER TI�AT MAY BE CONTROLLED FROM A SINGLE SWITCH OR CONTROL SMALL NOT EXCEED A 15 AMPERE CIRCUIT LOADED TO 80°ro CAPACITY. MEC�IANICAL SYSTEM- GENERAL 1. TI�ERMOSTAT SMALL BE RATED FOR INTERIOR OR EXTERIOR WALL INSTALLATION. NOT APPLICABLE FOR ELECTRIC NEAT 2. SEAL ALL TRANSVERSE DUCT JOINTS. 3. SUPPLY AIR DIFFUSERS SMALL BE PROVIpEp WITI� MANUAL DAMPERS FOR BALANCING TIE SYSTEM. 4. DUCTS SMALL BE SEALED IN ACCORDANCE WITI� SMACNA- METAL DUCT AND FLEXIBLE CONSTRUCTION STANDARDS 1ST ADDITION. 5. pUCT LEAKAGE TEST RESULTS SNALL BE PROVIpEp TO THE BUILDING INSPECTOR ANp OWNER PRIOR TO AN APPROVED FINAL INSPECTION. �WSEC C402.5.1.2) 6. BUILDING AIR LEAKAGE TESTING, DEMONSTRATING TIE SPECIFIC AIR LEAKAGE RATE OF TIDE BUILDING ENVELOPE SMALL NOT EXCEED 0.4m CFM/FT2 AT A PRESSURE DIFFERENTIAL OF 0.3 INCHES WATER GAUGE 12.0 L/S X M2 AT �5 PA) AT TIE UPPER 95 PERCENT CONFIDENCE INTERVAL IN ACCORDANCE WITH ASTM E ii9 OR AN EQUIVALENT METNOp APPROVED BY THE CODE OFFICIAL, �WSEC C4m2.5.1.2), IS REQUIRED PRIOR TO FINAL INSPECTION. �. A SIGNED AFFIDAVIT pOCUMENTING THE pUCT LEAKAGE TEST RESULTS SNALL BE PROVIpEp TO THE BUILDING INSPECTOR PRIOR TO AN APPROVED FINAL INSPECTION. �WSEC C402.5.1.2) PLUMBING- GENERAL 1. ALL PLUMBING TO BE IN ACCORDANCE WITH TIDE AMENpEp 2021 PLUMBING CODE. 2. ALL FITTINGS TO BE BOWPEX BRASS/BARB) TS, ELBOWS, AND COUPLINGS. 3. ALL DRAINAGE PIPE TO BE ABS SCI�EDULE 4m. 4. ALL WATER PIPE TO BE PEX POTABLE TUBING �ULC LISTED). PERFORMANCE STANDARDS PER ASTM F8�6/FB��. 5. ALL PIPES TO BE SECURED USING APT TUBE CLAMPS. ABS TO BE BLOCKED � STRAPPED. 6. ALL SINKS SMALL BE EQUIPPED WIT�I CLEAN -OUT. �. ALL WATER PIPES OUTSIDE OF CONDITIONED SPACE SMALL BE INSULATED ANp EQUIPPED WIT�I NEAT TRACE TAPE. 8. MIN R-10 INSULATION UNDER WATER NEATER SMALL BE MET BY TIE R-34 GATT INSULATION LOCATED IN THE FLOOR 9. TIDE NOT WATER TANK SMALL COMPLY WITI� STANDARD: ANSI Z21.1m.1-1998. FLOOR PLAN NOTES (APPLICABLE ONLY TO ACTUAL WORK BEING DONE) lE) WINDOWS: NO WORK THIS SUBMITTAL. �E) INTERIOR FINISH SCHEDULE: NO WORK T�IIS SUBMITTAL. lE) DOORS: NO WORK T�IIS SUBMITTAL. �E) ROOF VENTING: N/A - UNVENTED ROOF lE) INSULATION: �E) EXT WALLS: R-21c UNPAGED GATT INSULATION lE) FLOOR: R-30c FACED GATT INSULATION �E) ROOF INSULATION: R-lm RIGIp INSULATION ABOVE ROOF SNTG � lE) R-38c UNPAGED GATT INSULATION BELOW lE) 2x4 FURRING WALLS: 3" RIGID INSULATION 1R-22.5) WALL LEGEN D ����� lE) 2NR RATED SEPARATION WALLS PER DETAIL B/A2.3 �E) lI-IR RATED 2xl EXT WALLS PER DETAIL A/A2.3 �1 r %��� (E)1�IR RATED FULL-NEIG�IT 2x4 FURRING WALLS ���r ��� �E)1�IR RATED 2xl EXT WALLS PER DETAIL A/A2.3�j �E) 2x4/2xl INTERIOR WALLS TO REMAIN CON TRACTOR NOTE: CONTRACTOR SNALL TAKE TIME TO TNOROUGI�LY VERIFY ALL DIMENSIONS, I�EIGNTS, STAIR RISE AND RUN, FRAMING LUMBER SIZE COMPATIBILITY, STEM WALL NEIG�ITS, ROOF PITC�I, OVER�IANGS AND ANY OT�IER CONDITION WHERE NEW CONSTRUCTION MEETS EXISTING. PRIOR TO ANY CONSTRUCTION, CONTRACTOR SMALL TAKE TIME TO LAYOUT NEW CONSTRUCTION TO VERIFY THE COMPATIBILITY BETWEEN NEW AND EXISTING GONSTRUGTION. IF ANY pISCREPANGIES ARE FOUND CONTACT BCIE IMMEDIATELY. DEDICATED OUTDOOR AIR SYSTEM (DOHS OUTDOOR AIR SMALL BE PROVIDED TO EACH OCCUPIDED SPACE BY A DOAS WNIC�I DELIVERS 100°ro OUTDOOR AIR WITHOUT REQUIRING OPERATION OF TIE HEATING � GOOLIG SYSTEM FAN FOR VENTILATION AIR DELIVERY 1C4m3.3.5) THIS SYSTEM TO BE PROVIpEp ANp SUBMITTED BY OTI�ERS UNDER TIDE MECHANICAL PERMIT 08-08-24 CITY REVIEW COMMENTS 1. GENERAL CONTRACTOR MUST V�RI1=1' ALL DIMENSIONS AND GONDItIONS PRIOR t0 GONS7RUCtION. CONtAGt ARCI�IT�Gt 11= ANl' DISCREPENCIES ARE FOUND. ALL WORK SNALL BE IN COMPLIANCE WITI� NFPA, OSHA, 2021 IBC, AND ALL OT�IER PPLICABLE GOVERNMENT AND REGULATORY AGENCIES. 2. MAINTAIN A MINIMUM OF 36" CLEAR, UNOBSTRUCTED EMERGENCY EXIT AISLE TOWARD DESIGNATED EXIT. 3. ALL DOORWAY TI�RESNOLDS MUST COMPLY WITI� CURRENT AND APPLICABLE CODE REQUIREMENTS. 4. ALL EXITS TO TIE EXTERIOR OF THE BUILDING SMALL BE SIGNED AND ILLUMINATED PER IBC SECTION 1008. 5. PROVIDE A FLOOR OR LANDING ON EAGN SIDE OF p00RS NOT MORE THAN 1" LOWER T�IAN TIE TNRES�IOLD OF THE DOORWAY �1/2" IF BEVELED 1:2). LANDINGS SNALL NAVE A WIDT�I NOT LESS THAN THE WIDTI� OF TIDE DOOR. DOORS IN FULLY OPENED POSITION SNALL NOT REDUCE A REQUIRED DIMENSION BY MORE THAN � INCISES. O 6. EXITS SNALL BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED WIT�I LIGHT LAVING AN INTENSITY OF NOT LESS T�IAN ONE FOOT-CANDLE AT FLOOR LEVEL. _ � �. PROVIDE PORTABLE FIRE EXTINGUISI-IERS l2AlOBC OR BETTER) (1) FOR EVERY 3,000 SF OF BUILDING FLOOR AREA OR 75' OF TRAVEL pISTANGE. EXTINGUIS�IERS AND MOUNTING BRACKETS TO BE UL LISTED. 8. ALL FINISH SURFACES SNALL NAVE A FLAME SPREAD GLASSIFIGATION OF GLASS III OR NIGHER (FLAME SPREAD INDEX 76 TNRU 200 AND A SMOKE DENSITY OF 450). 9. TIDE BLDG., DOORS � WINDOWS SMALL BE SEALED, CAULKED, OR GASKETED. 10. ELECTRICAL WORK IS DESIGN -BUILD. TIDE ELECTRICAL WORK, SI�OWN I�EREIN, IS DIAGRAMMATIC AND ILLUSTRATES TI-IE GENERAL DESIGN INTENT, SCOPE, AND LOCATION OF THE WORK ANY WORK, NOT INDICATED I�EREIN, BUT REQUIRED BY GODS, OR BY TIE SPECIFICTAIONS, OR TO MAKE TI-IE WORK COMPLETE, AND FUNCTIONING, IS TO BE PROVIDED AS PART OF TI-IE WORK 11. MECI-IANICAL WORK IS DESIGN -BUILD. THE MECI-IANICAL WORK, SHOWN HEREIN, IS DIAGRAMMATIC AND ILLUSTRATES THE GENERAL DESIGN INTENT, SCOPE, AND LOCATION OF THE WORK ANY WORK, NOT INDICATED I�EREIN, BUT REQUIRED BY GODS, OR BY SPEGIFIGATIONS, OR TO MAKE TI-IE WORK COMPLETE, AND FUNCTIONING, IS TO BE PROVIDED AS PART OF TI-IE WORK 12. PLUMBING WORK IS DESIGN -BUILD. THE PLUMBING WORK, SHOWN HEREIN, IS DIAGRAMMATIC AND ILLUSTRATES THE GENERAL DESIGN INTENT, SCOPE, AND LOCATION OF TIDE WORK ANY WORK, NOT INDICATED �IEREIN, BUT REQUIRED BY GODS, OR BY THE OF THE WORK. ANY WORK, NOT INDICATED HEREIN, BUT REQUIRED BY CODE, OR BY THE SPECIFICTAIONS, OR TO MAKE TIDE WORK COMPLETE, AND FUNCTIONING, IS TO BE PROVIpEp AS PART SPECIFICTAIONS, OR TO MAKE THE WORK COMPLETE, AND FUNCTIONING, IS TO BE PROVIpEp OF TIDE WORK. 13. CONTRACTOR AND ALL SUBCONTRACTORS ARE NOT TO SCALE ANY DRAWINGS TO IDENTIFY pIMENSfONS IF THERE ARE DIMENSIONS NOT SHOWN ON DRAWINGS CALL ARCI�ITECT /DESIGNER TO VERIFY TI�OSE DIMENSIONS. BUILDING ENERGY CREDIT OCCUPANCY E MORE EFFICIENT I-IVAC PEI�ORMANCE: CREDITS 2 C406.2 MORE EFFICIENT I-IVAC EQUIPMENT AND FAN PERFORMANCE. NO LESS THAN 90 PERCENT OF THE TOTAL �IVAC CAPACITY SERVING THE TOTAL CONDITIONED FLOOR AREA OF THE ENTIRE BUILDING, OR TENANT SPACE IN ACCORDANCE WIT�I SECTION C401.1.1, SNALL COMPLY WIT�I SECTIONS C406.2.1 TI-IROUGI-I C406.2.3. FOR SYSTEMS REQUIRED TO COMPLY WITI� SEGTfON C403.1.1, NVAG TOTAL SYSTEM PERFORMANCE RATf0, EXCEED THE MINIMUM REQUIREMENT BY 10 PERCENT. REDUCED LIGI-ITING POWER: OPTION 2: CREDITS 4 C406.3.2 REDUCED LIGHTING POWER OPTION 2. TIDE TOTAL CONNECTED fNTERIOR LIGHTING POWER CALCULATED IN ACCORDANCE WITH SEGTfON C405.4.1 SNALL BE 80 PERCENT OR LESS OF TIDE LIGHTING POWER VALUES SPECIFfEp IN TABLE C405.4.2�U TIMES TIE FLOOR AREA FOR THE BUILDING TYPES, OR BY USING 80 PERCENT OR LESS OF THE TOTAL INTERIOR LIGI�TING POWER ALLOWANCE CALCULATED IN ACCORDANCE WITI� SECTION C405.4.2. REQUIRED ENERGY CREDITS: 6 PROVIpEp ENERGY CREDITS: 6 Q N • • w O O w • W • 08-08-24 CITY REVIEW COMMENTS �� ������ � P��� � � � � � w � � � ` �� ` `� � � a o � � � ` � ` ` `�s� ,���� w�� � � � ` � � ` A � � � � � � � � � �� �� �� `fir � A2.2 (E) UNISEX ADA RSTRM �\ � � �\ � �\ � �\ SEE SNEEt A1.3 � ,� �� � � \ \ \\ \\ ` \\ \\ `\ \\ \ � o� w � � � W ��`,��,� � � \ � �� ` �� �` � UNIT �627 � � \` ` � A OCCUPANCY B � �, �) � � ' ' '� A2.1 � � W N � (�) SOG FOR lE) NVAC W/ q W q �� (N) UNISEX «� GALV/PAINTED LOUVERED � � � q � MEtAL SCREENING ALL SIDES � � �, O q OCCUPANCY E V-A OCCUPANCY LOAD � IMIN OF �'-0" TALLY PER � � � BASE AREA - 1,936� ROOM NAME USE: USEABLE AREA: OCC LOAD FACTOR: OCCUPANT LOADS: OWNER/CONTR � INStALLEp q � � � � TOTAL BLDG AREA = 15,606� (E) STAIRS PER MFR SPECS � � q N AREA i° = 12.4i° �� �` � �� OFFICE/StORAGE BUSINESS 259 SQFT 1/150 SQFT GROSS 1.i3 OCCUPANTS lE) I�ANDRAILS ON EACI� OF � w � FRONTAGE INCREASE = 1.25 � � StAIRWELL � TOTAL AREA ALLOWEp = 19,510� � (E) STORAGE � DN � pAYCARE DAYCARE 1,3i9 SQFT 1/35 SQFT NET 39.4 OCCUPANTS 8,-0, MAX AREA ALLOWED = 2,�20� (AS i° OF OCCUPANCY TOTALS: 41.13 = �1 OCCUPANTS `'-' J C/� OCCUPANCY LIMITS FOR (1) EXIT = 1,93C >a/35 OLF = 55.3 �55) � W �9 MAX.1=0R ll� EXIT STAIRWAYS: UNIT �601 OCCUPANT LOAD: 41 OCCUPANTS (MAIN FLOORS + 33 ABASEMENT) _ �4 OCCUPANT LOAD DAYCARE MAXIMUM TRAVEL DISTANCE TO EXIT = �5'-m" MAX STAIRWAYS Wlpt�l CALCS: i4 x 0.3 INCH EGRESS CAPACITY 1=ACtOR �lOm5.3.0 = 22.2 = 22 MIN WIptN 41 MAX. OCCUPANTS TO BE POSTED O N � PROVIDED STAIRWAY WIDTH: 44" MIN WIDTI� REQUIRED �, � � � O � �� B 1 A � � „o�p � A2.2 � A2.1 � ,� � � � PARTIAL MAIN FLOOR PLAN FOR CODE 0 � � a scA lib" = 1'-,a° O � q � � ��- (E) OFFICE � � � � W �0��^ � � w � � 3'=8" � �' ��� � �'�sOW q � W �� q � v 0 0 N � o � � (E) WINpOWS TO REMAIN - �E) DOORS TO REMAIN - O � � � TYP UNO TYP UNO � A A2.0 M M � �' ��� NNE W� �, �--� o � w � a.� MAIN FLOOR PLAN � � �W � � lE) BUILDING CONSTRUCTED PER ORIGINAL � � w -� APPROVED DRAWINGS UNDER PERMITS � � � No _o BLD2022-1181, -1182 � 1183. -PERMIT BLD2024-0227 �T� M� Q � q °- FOR REVISED CHANGES TO ORIGINAL PERMITS. F-�-� � � °j U 4 PLANS THIS SUBMITTAL ARE FOR REFERENCE ONLY � � U � O TO SNOW EXISTING CONDITIONS FOR CHANGE OF � � � � � USE PERMIT FOR PROPOSED DAYCARE TENANT. � � � � O Q w w � u Q z o w • � � � W � � � �o M Q U q Z z C1 o z �a O � � O o � o N o � � z �: � q � � � q � q U � W N [�, N q� g v U��� q o 08-08-24 CITY REVIEW COMMENTS �� � �~� ��w a w� �z ao �� � ass �a,�S w� � - ,;;� � �� � ,- «) WINDOWS TO REMAIN - � �r Y4 N � ;; ;; ' � � TYP UNO � N � ,, ! , � o � ,,,,,, � , .. ,,, , , � � -- A2.2 4. y. _ � 1 jv�^, I j UNIT �627 j �j BASEMENT USE B OCCUPANCY � � � � � � � Q iii iii O � �. / ' /l � iLt // � �\\\\ i - J � � r ' l �rl i \\ ��� �E) DOORS TO REMAIN `� ,, ��1 � � ���.�\� ,% � � W � TYP UNO '� � � y q�� q - UNI`T� 9601 � � � � � DAY��4RE '� � O q 33 M�4�C. OCCUPANTS TO BE POSTED � � � � � � � ���q �� w�� ~ � OCCUPANCY E (V-A) OCCUPANCY LOAD �, BASE AREA = 1,648� ROOM NAME USE: USEABLE AREA: OCC LOAD FACTOR: OCCUPANT LOADS: � TOTAL BLDG AREA = 15,�O1 � V AREA °ro = 11°ro � OFFICE/STORAGE BUSINESS 52 SG2>=T 1/15m SQFT GROSS m.35 OCCUPANTS �E) �" CONC WALLS w FRONTAGE INCREASE = 1.25 � TOTAL AREA ALLOWED 19,510� a � ��; `� `� �� DAYCARE DAYCARE 1,128 SG2>=T 1/35 SQFT NET 32.23 OCCUPANTS 6� ADA RST M 2 =ter (E) UNISEX � MAX AREA ALLOWED - 2,1�5� (AS io OF OCCUPANCY) � ADA RSTRM3 (E) STAIRS � tOTALS: 32.58 = 33 OCCUPANTS � SEE SNEEt A13 SEE SNEEt A1.3 �E) I�ANDRAILS ON EACI� OF STAIRWELL � � OCCUPANCY LIMITS FOR ll) EXIT = 1,6�8/35 OLF = ��.1 (4�) � N �9 MAX.1=0R ll) EXIt � � � � �� � � � o MAXIMUM TRAVEL DISTANCE TO EXIT = lOm'-0" MAX A � � c� O �, •o A2.1 � ����� TI L B EM E T PL F R DE ��-��� 8'-��� o � � � PAR A AS N AN O CO � � a scAL�: v8�� = 1�-�° � � � � W �� ��W�^ � UP lE) 8 CONC BASEMENT WALL � � �, Q � ���� � �'�sOW q W �� q � v 0 0 N � o � � A O �, A2.0 W rn� ��� M M � �' ��� 3'-8° N N � W� PARTIAL BASEMENT FLOOR PLAN �'� � � w O �v � � N �W � � lE) BUILDING CONSTRUCTED PER ORIGINAL � � w APPROVED DRAWINGS UNDER PERMITS � �v � BLD2022-1181, -1182 � 1183. -PERMIT BLD2024-0227 � � Q o W FOR REVISED CHANGES TO ORIGINAL PERMITS. F-�-� � °�' q �� � � � 4 PLANS THIS SUBMITTAL ARE FOR REFERENCE ONLY �J,�.—� Q � � TO SNOW EXISTING CONDITIONS FOR CHANGE OF � USE PERMIT FOR PROPOSED DAYCARE TENANT. � � • � O j w � u � � Q z O W • � � � W � � � �o M Q U q Z z C1 o z �a O � `� O � O z � � o � � z �: � q q� � qv � � q U U� � q � �'� W [�, qo N N �I Z z a 0 Q N �� 0 X z ,� �� F �, � /ri; � � � � �� � � � /� cif C �i �i C G C _, W BASEMENT REFLECTIVE CEILING PLAN � I� SC,4LE: 1/4" = 1'-�" � � `� � PRIMARI' DAl'LIC�Nt zON� W/ CONtINLIOLIs pIMMINC� PAR G405.2.� "��" � SECONDARY DAYLICxI�T ZONE W/ CONTINUOUS pIMMINC� PER G4052.2.4 TO BE CONTROLLED SEPARATELY FROM TIE PRIMARY DAYLIC�NT ZONE REFLECTED CEILING NOTES: o LIC�NTINC� SYSTEM Is SI�OWN SCI�EMATICALLY ANp Is t0 BE BIppER DESIGNED t0 MEEt REQUIREMENTS OF OWNER, MEC�IANICAL SYSTEM, ANp APPLICABLE CODES ANp REQUIREMENTS. � ALL FLUORESCENT LAMPS SMALL BE T5 OR TS WITH ELECTRONIC BALLASTS. � ALL SWITC�IES AND COVER PLATES TO BE WHITE OR AS SELECTED BY OWNER. � LIC�NT SWITGI�INC� TO BE BIppER /OWNER DESIGN AND SHALL BE PER 1513.1 LOCAL CONTROL AND AGGESSIBILITY: EAGN SPACE, ENCLOSED BY WALLS OR GEILINC�-�IEIC�I�T PARTITIONS, SMALL BE PROVIpEp WIT�I LIC�NTINCx CONTROLS LOCATED WIT�IINCx TI�AT SPACE. THE LICx�ITINC� CONTROLS, WHETHER ONE OR MORE, SMALL BE CAPABLE OF TURNING OFF ALL LIC��ITS WITI�IN THE SPACE. THE CONTROLS Sr�ALL BE READILY ACCESSIBLE, AT THE POINT TIE POINT OF ENTRY/EXIT, TO PERSONNEL OGGUPYINC� OR USING THE SPACE. �► 1513.2 AREA CONTROLS: TIE MAXIMUM LIC�NTINC� POWER THAT MAY BE CONTROLLED FROM A SINCxLE SWITCH OR AUtOMAtfC CONTROL SHALL NOt EXCEED tNAt W�IICI� Is PROVIDED BY A TWENTY AMPERE CIRCUIT LOADED TO NOT MORE TITAN EIC�I�TY PERCENt. A MAStER CONTROL MAY BE fNStALLED PROVIDED tNE fNDIVIDUAL SWITC�IES RETAIN THEIR CAPABILITY TO FUNCTION INDEPENDENTY. CIRCUIT BREAKERS MAY NOT BE USED AS THE SOLE MEANS OF SWITGNINC�. EXCEPTIONS: 1. INDUSTRIAL OR MANUFACTURING PROCESS AREAS, AS MAY BE REQUIRED FOR PRODUCTION. 2. AREAS LESS T�IAN FIVE PERCENT OF FOOTPRINT FOR FOOTPRINTS OVER 100,000 SQUARE FEEL. o CONTRACTOR SHALL PROVIDE ANp INStALL ALL CONDUITS, CONDUCtORS ANp PULL LINES AS REQUIRED. REFER t0 MANUFACTURER'S SPEC FOR SPECIFIC REQUIREMENTS. ALL ELECTRICAL WORK SMALL COMPLY WITH THE LATEST N.E.C. � CONTRACTOR TO COMPLY WITI� STATE OF WASNINGTON AND LOCAL JURISDICTIONS' ORDINANCE REQUIREMENTS ANp POLICIES. � ALL REQUIRED EXIT SIGNS SHALL LAVE LETTERS SIX INC�IES I�IGN MINIMUM AND SMALL CONFORM WITH ALL APPLICABLE CODES. � CONTRACTOR SMALL PROVIDE EMERGENCY LIGHTING, STROBE LIG�ITS, AUDIO VISUAL ALARMS, t0 MEEt ALL APPLICABLE CODES, IF REQUIRED. INFORMATIONAL ONLY: WORK COMPLETED UNDER PERMITS BLD2022-1181, -1182, -1183 � BLD2024-0227 F F MAIN FLOOR REFLECTIVE CEILING PLAN �I � J SCALE: 1/�" = 1'-�" � � `� � PRIMARY' DAl'LIC�I�t zON� W/ CONtINUOUs pIMMINCx PAR C405.2.� "��'" � SECONDARY DAYLICxI�T ZONE W/ CONTINUOUS pIMMINCx PER C�m52.2.4 TO BE CONTROLLED SEPARATELY FROM TIE PRIMARY DAYLIC�I�T ZONE NUM. MANUFACTURER FIXtURE tYPE LAMP REMARKS A BY CONTRACTOR �2) LED TUBES LEp, T5, 4' SURFACE MOUNTED B BY CONTRACTOR �1) LEp TUBE LEp, T5, 4' SURFACE MOUNTED C BY CONTRACTOR ll) LED BULB A21 RECESSED D BY CONTRACTOR (1) LED BULB A21 VANItY E BY CONTRACTOR ll) LED BULB LED, PER MFR EXIt LICxNTINC� F BY CONTRACTOR ll) LED BULB LED, PER MFR DAYLfC�Nt SNUt-OFF CONTROLS (C�052.6.1) LIGHTING FIXTURE LEGEND I/ I lx4 FLOURESCENt FIXtURE 4 VANItY LIG�ItING SURFACE MOUNtEp LIGHTING ELECTRICAL LEGEND �3 EXIT LIGHT W/ BATTERY BACK-UP �� .� T LIGI�t SWITC�I, SINGLE POLE, WALL MOUNtEp LIGI�T SWITG�I, THREE WAY WALL MOUNTED OCCUPANCY SENSOR LIGHT SWITCH SINGLE POLE, WALL MOUNTED TIME SWITCI� CONTROL LIGHT SWITCH, SINGLE POLE, WALL MOUNTED �: � q � � � q �.' � q q� g v U U��� � W N �, N q o W W w 0 w w q v [~ w W 0 O W • W W q O Q �� �� �� � `��r� 'J � �~� �ww a E W � ti x O a o cti �o �iSS ��ss w� �r Yg' � N o o N ���� w ���� � �o�� w �w�� w��q � ���o � ��� � ���� � �q � � � 54" MIN 12' 42' MIN �' w MAX 39'-41" z � � � 2 3/4" � N 1-1/2" MIN 0 � � � � � � ���o � �� � X � `r � � � d � � �, � 0 � � '� M � z � � m � � � � m � � � � � � � ���� m � `r o `V � O ��w� ��O roi��r SEAL COVER DISPENSER LAVATORY DISPENSERNJAStE DOOR SP�C11=1�D 0 W � �' �' RECEPtACLE PER PLANS � � � � W � o� q w � � q � � MOUNTING HEIGHTS DIAGRAM o � � Al2 Nts � � • o�� ��� ��� � �� NNE � , W� w �� e . / 5 ►--I � O � w � � a.i ;� � � o � � � \ 2 9 ----- � '� -, SNEEt VINI'L FLOOR t0 RUN CONt UP � ONtO ,�''�// \\\�`�� ~ F-�� • � � WALLS MIN 6' FOR COVE BASE � % � � � � No � T FRP WAINSCOt, tl'P 12 � � � Q o w lN) DOOR PER PLAN INSULAtE UNDERSINK PIPES � � � °� � ICC/ANSI SECTION 604.3 60 MIN WIDE CLEARANCE � � I�-'-� °j � YINYL COVE BASE, tl'P i � � � � � � o PERP FROM SIDE WALL ANp 56' MIN pEEP CLEARANCE ' °� PERP FROM REAR WALL. NO OBSTRUCTIONS WITHIN tNIS 3 � ��`� ��p��0 � �J, � Q � 4 CLEARANCE �� .����' � � � � ❑1 ❑2 ---------------------- 30'CLEAR ;� � � ��� � � � �---------1 - w (N) 36' GRAB BAR PER $ 1 ��. � ,,'' ; — w � ICC/ASNSI REQUIREMENTS ���,__1 __,,-� � > � �'-9' MAX ; � 6 z � � lN)18' GRAB BAR � 4 B 2 i (N)18 GRAB BAR PER � 0 � PER ICC/ASNSI A1.2 � ; � ICC/ASNSf REQUIREMENTS � � � 4 REQUIREMENTS � � � v W � 5 3 (N) 42" GRAB BAR PER 3 � � � o � � � ICC/ASNSI REQUIREMENTS ; p � �°, W "-' 11 1 � , 2 a $ $ oa � u g 2 q W z 1 11 INSULAtE UNDERSINK PIPES 1MAX 4 3 5 7 9 q 15' MIN � � ® CLEAR � a O � � � � d,, o � R E S T R O O M INTERIOR ELEVATIONS INFORMATIONAL ONLY: WORK FOR ADA RESTROOMS A SINGLE H A N D I -CAP STALL w ,�; � � � COMPLETED UNDER PERM ITS BLD2022-1181, -1182, -1183 �� _ � �� � O A1.2 NTS A1.2 SC,4LE: 1/2 - 1 -� v� � � O � BLD2024-0227 � X ui s 2 �i RESTROOM FIXTURE SCHEDULE ItEM DESCRIPtfON MFR StYLE Qti Ol (N) HANDICAP MOUNtEp FLUSH VALVE t01LEt (BOWL � tANK) PER OWNER 1 O2 (N) WALL MOUNtEp LAV PER OWNER 1 O3 (N) GRAB BAR (NORIzONTAL � VERTICAL PER ICC/ASNSI REQUIREMENTS) PER OWNER 1 ® (N) t01LEt SEAL pISPENSER PER OWNER 1 0 (N) WALL MOUNtEp SOAP DISPENSER PER OWNER 1 ® (N) tOWEL pISPENSER/WAStE RECEPtACLE PER OWNER 1 0 (N)18"x24" MIRROR PER OWNER 1 ® (N) t01LEt PAPER D ISPENSER PER OWNER 1 O9 (N) RESTROOM FAUCEt SET (LEVER STYLE) PER OWNER 1 10 NOt USEp PER OWNER 1 11 (N) OPEN FRONt SEAL FOR WATER CLOSET PER OWNER 1 12 (N)/(�)1=BOOR DRAIN PAR OWNER 1 Q � q'�C1C�v��'�go � � � � >: q O �i N b 6 r :. z C1 0 Q INFORMATIONAL ONLY: WORK COMPLETED UNDER PERMITS BLD2022-1181, -1182, -1183 � BLD2024-0227 BUILDING SECTION SCALE: 1/2" = 1'-�" CAA 1=1L� N0. RC 26011=0R 1-DOUR R001=/G�ILINC� IDTL p/A2.3) CxA 1=1L� N0.1=C 5121 1=0R 1-NOUR FLOOR/C�ILINC� �DTL C/A2.3) UL PRODUCT N0. BXUY.Y3�01=0R 1-DOUR �XT�RIOR WALLS IpTL A/A2.3) CAL (�)1=LOOK CONSTRUCTION: LOOK COYERINC�S OY�R «)1/2" NOM PWD/OSB UNDERLAYM�NT � «) 3/4" NOM PWD/OSP 1=LOOR SI�TC� OY�R «) 12" D��P P� 1=LOOR tS � 12 "/1G " O.C. PAR STRUGT W/ �N) 5/8" Tl'P� 'X' CxGB OY�R '2" R�SILI�NT GI�ANN�L TO UND�RSID� JOISTS � «) R-30c �AG�D r INSULATION W/ 1=ACING � LUARM Slp� � 1=LOOR AS S�40LUN CAL (�) 2x6 �XT�RfOR WALL CONSTRUCTION: �ORIz COMP LAP SfpINCx OY�R «) BLDCx PAPER � «)1/2" NOM LP 1=LAM�-BLOCK PLUS 1=IRS-RATED i OY�R «) 2x6 STUDS � ll " O.C. W/ (�) R-21c UN1=AC�p r INSULATION � «) 5/8" Tl'P� 'X' CxWB � 1-PERM PYA �T � INT�Rf OR �: � q � � � q �' � q q� g v U U��� � W N [�, N q o (~ w w �+ N W W W q O • z m z A O fii'PIC�� «) ROOD CONSTRUCfiION «) �0 MIS fiPO ROO�IN� W/ ��ASI�INC, C�N� SfiRIPS PAR CON�R � MAR �UID��IN�S OY�R �N) 1/2" PWD/OS� �SO�I®) ROOD S�fi� OVER «) R-1O RIND INSU��fiION OY�R «) �/�" CDX PWD/OS� �SO�ID) S1�T� OVER «) 2�" P� fiRUSS�S � 2�" O.C. PAR SfiRUCfi W/ 2-«) ��Y�RS O� �/�" ��"P� 'X' �C� W/ NO 1-PERM PVC P�INfi � NO VAPOR ��RRI�R � «) R-3Sc UN�AC�D ��fifi INSULATION �PP�I�D DIR�Cfi�Y fiO UND�RSID� O� S�fi� � � «) 2x� �XT�RIOR WA�� CONSTRUCTION: «) NORM COMP SAP SIDING OVER «) ��D� PAPER UNIT 9601 UNIT g601 DA�'CAR� OVER «) 1/2" NOM �P ��AM�-��OCK P�US� �IR�-RATED � DAi'CAR� SI�T�x OVER «) 2x� SfiUDS � 1� O.C. W/ «) R-21c UN�AC�D GATT INSULATION � «) �/�" TYPE 'X' �W� � INTERIOR l�) FLOOR CONSTRUCTION: TYPICAL �N) FLOOR CONSTRUCTION: l�) FLOOR COV�RIN�S OVER «) 1/2" NOM PWD/OS� UND�R�AYM�NT «) FLOOR COV�RIN�S OVER «) 1/2" NOM PWD/OS� UND�R�AYM�NT OVER «) 3/�" NOM PWD/OS� ��OOR SI�TC OVER «) 12" D��P OVER «) 3/4" NOM PWD/OS� FLOOR S1�T� OVER «) 12" D��P P� ��OOR JOISfiS � 12 "/1�" O.C. PAR SfiRUCT W/ «) �/�" TYPE 'X' �C� P� ��OOR JOISfiS � 12 "/l�" O.C. PAR SfiRUCT W/ «) �/�" TYPE 'X' �C� OVER «) 1/2" R�SI�I�Nfi CI�ANN�� TO UND�RSID� JOISfiS � �N) R-30c OVER «)1/2" R�SI�I�NT CNANN�� TO UND�RSID� JOISfiS � «) R-3Oc �AC�D GATT INSULATION W/ �ACIN� � ��OOR A�OV� «) �XT WA�� �AC�D GATT INSULATION W/ �ACIN� � WARM SIDS AS SNOWN AS SNOWN «) 2x� �XT�RIOR WA�� CONSTRUCTION: «) I�ORI� COMP SAP SIDIN�x fiO MAfiCN OVER «) 3O� ��D� PAPER OY�R «) 1/2" NOM �P ��AM�-��OCK PLUS �IR�-RATED S�fi� OVER «) 2x� STUDS � l�" O.C. W/ «) R-21c UN�AC�D GATT INSULATION � «) �/�" TYPE 'X' �W� � 1-PERM PVA PAINfi � INfi�RIOR UNIT 9601 DAYCARE ��) �" SOS ° � � a a .. 9 _ < d _ . e - , d . .. �^ � � ° � � � � � .dc °. �O � d a a a a . a e . °' BUILDING SECTION SC�4LE: 1/2" = 1'-�" CAA FILE N0. RC 2601 FOR 1-NOUR ROOF/CEILINCx IDTL p/A2.3) C�� FILE N0. FC 5121 FOR 1-NOUR FLOOR/CEILINC� IDtL C/�42.3) CAA FILE N0. WP 4136 FOR 2-NOUR WALL SEPAR4TION IDTL B/,42.3) UL PRODUCt N0. BXUY.V3�O FOR 1-NOUR EXtERIOR W,4LLS IDtL A/�42.3) INFORMATIONAL ONLY: WORK COMPLETED UNDER PERMITS BLD2022-1181, -1182, -1183 8� BLD2024-0227 UNIT g601 DAYCARE fii'PIC�� «) R®®� CONSfiRUCTION «) �® MIS APO ROO�INC W/ ���SNIN�, C�Nfi SfiRIPS PAR CONfiR � MAR �UID��IN�S OY�R «) 1/2" PW®/OS� �SO�ID) ROOD Sl�fi� OY�R «) R-10 RIND INSU�A�ION OVER «) �/3" CDX PWD/OS� �SO�ID) SNfi� OVER «) 2�" P� fiRUSS�S � 2�" O.C. PAR SfiRUCfi W/ 2-«) ��Y�RS O� �/3" fiYP� 'X' CCU W/ NO 1-PERM PY� P�INfi � NO Y�POR ��RRI�R � «) R-3�c UN��C�D ��fiT INSU��fiION APP�I�D ®IR�Cfi�Y fiO UND�RSID� O� SI��C Ti'PICA� «) 2xG �XT�RIOR WA�� CONSTRUCTION: (N) STAIRWELL «) NORM COMP SAP SIDING OVER «) ��DC PAPER OVER «) 1/2" NOM �P ��AM�-��OCK P�USI� �IR�-RATED SNfi�x OVER «) 2x� STUDS � 1�" O.C. W/ «) R-21c UN�AC�D GATT INSULATION � «) �/�" TYPE 'X' �W� � INTERIOR y �d a °', ° n d a <.� a; a «) 2x� 1=URRIN� WA�� CONSTRUCTION: «) �/S" TYPE 'X' �W� � INTERIOR OVER OVER «) 2x� WOOD STUDS � l�" O.C. W/ ° «) 3" RIND INSU�AfiION �R-22.�) OVER Q, � . «) �" CONC �AS�M�Nfi WA�� a d.. a. a ` .a ° BUILDING SECTION SCALE: 1/2" = 1'-�" CxA FILE N0. RC 26m1 FOR 1-NOUR ROOF/CEILING IDTL p/>42.3� CAA FILE N0. FC 51211=0R 1-HOUR FLOOR/C�ILINC� IDtL C1,423� CxA FILE N0. WP �136 FOR 2-NOUR W>4LL SEPAR4TION (pTL B/A2.3) UL PRODUCt N0. BXUV.V340 FOR 1-NOUR EXtERIOR WALLS IDtL A/A2.3) m W N O W W s 0 °� Z Q �o N O N .., 0 .� c� 0 w 0 0 o_ N N O N m 0 i X a z ATTIC/STORAGE NO WORK UNIT 9613 NO WORK ��OCCUPANCY 1 UNIT 9627 WORK UNDER PERMIT �LD202O-0999 ��OCCUPANCY 1 a a °. y . ° e d UNIT 9627 �AEM�NT USE � OCCUPANCY a BOIL SCALE: «) ROOD CONSTRUCTION: «) �0 MIL TPO ROO�IN� UJ/ �LA�I�IN�, CANT �TRIP� PAR CONTR & MAR �UIDE�IN�S OVER «) 1/2" PW®/OS� SOLID) ROOD SI�T� OVER «) R=1O RIND INSULATION OVER «) �/�" CDX PUJD/OS� «OLIO) SNT� OVER «) 2x12 RAI=7�RS � 2�" O.C. PAR StRUC� LU/ 2-«) L�4Y1=RS O� �/�" TYPE 'X' CCU UJ/ NO 1=P�i2M PYA PAINT � NO VAPOR �Ai2RIER = «) R-38c UNI=ACC® �Atrt INSULAtION APPLI�® ®IR�CtL�' tO UND�RSID� O� SI�TC UNIT 9601 -OFFICE DAYCARE TENANT «) 2=1�OUR UNIT SEPARATION UJAL� CONSTRUCTION: Z-«) LAYERS O1= �LU� � ADJACENT UNITS OVER l�) 2x� STU®S � 1�" O.C. OVER «) 1/2" PLUD SNT� OVER 2-«) LAYERS O� �/3" TYPE 'X' �W� � UNIT 9�2� WI�ER� �UJ� � UNIT 9�O1 SIDE UJ/ «) 3-1/2" CLASS �I�ER INSULATION INACCESSIBLE CRAWL SPACE «) � MIL VAPOR BARRIER ICTY) «) FLOOR CONSTRUCTION: «) ��OOR COU�RINCS �P�R OWNER/CONTR) OVER «) VAPOR �ARRI�R OY�R «) 3/�" NOM PWD/OS� ��OOR S�T� OVER «) 2x12 ��OOR JOISTS PAR STRUCT W/ «) �/�" TYPE 'X' �xC� TO UND�RSID� O� JOISTS - PROVIDE «) R-3Oc �AC�D GATT INSULATION W/ �ACIN� � WARM SI®� � FLOOR �TWN «) �XT WALLS AS SNOWN DING SECTION 1/2" = 1'-Q�" C�,41=1L� N0. RC 26011=0R 1-HOUR R00>=/C�ILINC� (DtL D/A2.3) C�,41=1L� N0.1=C �121 1=0R 1-NOUR 1=LOOR/C�ILINCx IpTL C/A2.3� C�,41=1L� N0. lUP �136 1=0R 2-NOUR WALL S�PAR�4tION IDtL B/,423� ATTIC/STORAGE NO UJORK UNIT 9613 NO IUORK ��OCCUPANCY UNIT 9627 PERMIT �LD2O20=0999 ��A OCCUP�4NCi 1 «) 2-SOUR UNIT SEPARATION IUALL CONSTRUCTION: 2-«) �AY�RS O� �UJ� FOR UNIT 9�2� OVER l�) 2x� STU®S � 1G" O.C. Wl «) 1/2" PUJD SNT� COY�RE® �Y 2-«) SAYERS OI= �/�" TYPE 'x' �UJ� 1=OR UNI 9�01 l�) 3-1/2" CLASS TER INSULATION «) ��OOR CONSTRUCTION: l�)1=LOOK COY�RIN�S �P�R OIUN�R/CONtR) OVER l�) 3/�" NOM PLU®/OS� 1=LOOR SI�TC OVER «) 2x� 1=LOOR JOISTS PER STRUCT UJ/ 2-«) LAYERS O� �/�" TYPE 'X' �C� TO UN®�RSI®� O� JOISTS - «) 4" RIND INSULATION �R=3O) TO UNDERSIDE O� SI�TC UNIT 9627 �AS�MENT USA � OCCUPANCY l�I�OUR 2x� 1=URRIN� LUALL CONSTRUCTION: «) �/�" TYPE 'X' �W� � INTERIOR OVER «) 2x4 WOOD STUDS � 1�" O.C. OVER «) �" CONC �AS�M�NT WA�� 0 �� INFORMATIONAL ONLY: WORK COMPLETED UNDER PERMITS BLD2022-1181, —1182, —1183 8� BLD2024-0227 {E 1� 08-08-24 CITY REVIEW COMMENTS «) ROOD CONSTRUCTION: «) �O MIS TPO ROO�IN�x UJ/ ��AS�IN�x, CANT STRIPS PAR CONTR � MAR GUIDELINES OY�R «) 1/2" PUJD/OS� SOLI®) ROOD S�T� OUR «) R-1O RIND INSULATION OY�R «) �/�" CDX PUJD/OS� �SO�ID) SI�T� OVER «) 2x12 RATERS � 2�" O.C. PAR STRUCT lU/ 2-«) LAYERS O� �/�" TYPE 'X' �C� UJ/ NO 1-PERM PYA PAINT � NO VAPOR �ARRI�R - lE) R-35c UNI=ACC® ��4rtt INSULArtION APPLI�® ®IR�CrtLY rtO UNDERSIDE O� S�T� TYPICAL «) ROOI= CONSTRUCTION «) �O MIL TPO ROO�IN� UJ/ �LAS�IN�, CANT STRIPS PER CONTi2 � MI=R CUI®ELINES OVER «) 1/2" PUJ®/OS� (SOLI®) ROOI= SNT� OVER «) R=10 RIND INSULATION OVER «) �/�" CDX PLUD/OS� ISOLID) SI�T� OVER «) Z�" PE TRUSSES � 2�" O.C. PAR STRUCT UJ/ 2-«) SAYERS O� �/�" TYPE 'X' �C� UJ/ NO 1=PERM PVA PAINT � NO VAPOR �ARi21�R = lE) R-35c UNI=ACC® ��4Tt INSULArtION APPLI�® ®IR�CtLY rtO UNDERSIDE O� S�T� UNIT 9601 -OFFICE UNIT 9601 -UNISEX RSTRM DAYCARE TENANT DAYCARE TENANT «) INTERIOR UJALL: lE) I/2" �xUJ� � OI=1=1C� SI®� OVER l�) 2x� IUOOD StU®S � 1�" O.C. W/ «) 1/2" NOM PWD/OS� S�T� PER STRUCT) � «) 1/2" CW� � RESTROOM SIDE W/ 1=RP LUAINSCOT da a d TYPICAL «) FLOOR CONSTRUCTION: a «) FLOOR COYERIN�S OVER «) 1/2" NOM PUJD/OS� UNDERLAYMENT OUR «) 3/�" NOM PWD/OS� ��OOR SI�TC OUR «) 12" D��P P� ��OOR ` UNIT 9601 - JOISTS � 12"/1�" O.C. PAR STRUCT W/ «) �/�" TYPE 'X' �xC� OVER e , UTILITY RM «) 1/2" R�SI�I�NT CNANN�� TO UND�RSID� JOISTS - «) R-3®c �AC�D ®AYCARE TENANT GATT INSULATION UJ/ �ACIN� � IUARM SIDE � FLOOR �TUJN «) �XT IUALLS a d UN��AT�D AS SOWN a UNIT 9601 DAYCARE TENANT lE) 2x� INTERIOR UJALL CONSTRUCTION: �,^ «) �/3" TYPE 'X' CW� OVER «) 2xG STUDS � I�" O.C. W/ «) 1/2" NOM a. PWD/OS� SNT� �P�R STRUCT) � «) �/�" TYPE 'X' �W� W/ 1-PERM PYA PAINT � INTERIOR - «) R-21c UN�AC�D GATT INSULATION �. «) � " SOS a. ° °< a ,. a �. ,. ° BOIL SCALE: DING SECTION 1/2" = 1'-Q�" C�,41=1L� N0. RC 26011=0R 1-HOUR R00>=/C�ILINC� (DtL D/A2.3) C�,41=1L� N0.1=C �121 1=0R 1-NOUR 1=LOOR/C�ILINCx IpTL C/>42.3� CAA 1=1LE N0. WP �136 1=0R 2-NOUR WALL SEPARATION IDTL B/A23� W W N O W w s O O a 0 .. z 0 a 0 Q 0 X z �N)1_P ���M���OCK Pl-U51=1R�=R�T�p SI�T� � �XT�RIOR SIDS �N) �/�" T�'P� 'X' �UJ� � INTERIOR 51p� �N) �XT�RIOR W>�1-� PAR Pl->�NS PROVIDE �U 1=A�'�R 5/�" �UJ� V�RT �IR�STOPS � MIN INt�RY>41=5 01= lf�'-0" S�C�4R�1=1' �ASt�N�® IN PI=AC� PAR 201� IBC SECTION �1�.2.2 - TiP � >41-� �XT�RIOR IU�I-�S - �Xfi�Np tl�Rl� c®NC����D sP�c�s � �TTIc FIREBLOCKING (� 1-HOUR EXT WALLS NTS RAP INTERIOR O� 1-i�R RAT�'� �SS�M�L�' P�N�TRATION C� W/ �2) 1_>�Y�RS OI= �/�" TYPE �5 51�OWN �X�>�UST 1=>4N5, PIPS, ®UGT RAP INTERIOR "� �� ""� P�N�TR�TION �2) ��Y�RS O� T�'PE 'X' >�S SI P�N�TRATION �N) ��OOR/JOISTS JOISTS PAR sTRue� �N) �/�" Tl'P� 'X' �C� OVER �N)1/2" R�SII-ANT C�>�NN�L -OR- �N) 2x �l_K� �S RQp �N) ��OOR/JOISTS JOISTS PAR STRJCT �N) �/8" Tl"P� 'X' CCU OVER �N)1/2" R�SI��NT C��NN�� =OR= 2-�N) �AY�RS OI= 5/�" TYPE 'X' GCB FIRE -RATED CEILING PENETRATIONS NTS INFORMATIONAL ONLY: WORK COMPLETED UNDER PERMITS BLD2022-1181, -1182, -1183 8� BLD2024-0227 ROOF -CEILING SYSTEMS GA FILE NO. RC 2601 GENERIC GYPSUM WALLBOARD, WOOD JOISTS, ROOF COVERING Fire Design: Base layer 5/8" type X gypsum wallboard applied at right angles to 2 x 10 wood joists 24" o.c. with 1-1/4" Type W or S screvvs 24" o.c. Face layer 5/8" type X gypsum wallboard or gypsum veneer base applied at right angles to joists with 1-7/8" Type W or S screws 12" o.c. at joints and intermediate joists and 1-1/2:" Type G screws 12" o.c. placed 2" back on either side of encl joints. Wood joists supporting 1/2" plywood with exterior glue applied at right angles to joists with 8d nails. Appropriate roof covering. Joints offset 24" from base layer joints. 1 HOUR FIRE ��_ Approx. Ceiling Weight: 5 psf (Fire) Fire Test: FM FC 172, 2-25-72; ITS, 8-6-98 1-HOUR ROOF/CEILING NTS FLOOR -CEILING SYSTEMS, WOOD FRAMED GA FILE NO. FC 5121 PROPRIE=TARY* WOOD TRUSSES, WOOD STRUCTURAL PANELS, RESILIENT CHANNELS, GLASS BATT OIL LOOSE FILL INSULATION, CEILING DAMPER, GYPSUM WALLBOARD Fire Design: One layer of 5/8" proprietary type X gypsum wallboard applied at right angles to resilient furring channels 12" o.c. with 1" Type S screws 8" o.c. No limit on overall thickness of glass fiber batt or loose mill insulation when applied directly over gypsum board. Minimum 12" deep parallel chord wood trusses spaced 24" o.c. supporting a 23/32" wood structural panel subfloor, long edges T&G, applied at right angles to trusses with construction <�dhesive and 6d ring shank nails 12" o.c. A 15/32" wood structural panel underlayment applied over subfloor. Optional ceiling damper (refer to manufacturer for information on thE= type of damper). Sound Design: Sound tested with 3-1/2" glass batt insulation, carpet, padding as well as vinyl flooring. PROPRIETARY GYPSUM BOARD American Gypsum Company LLC ....................... 5/8" FireBloc`' Type C Gypsum Board GA FILEE NO. WP 4136 1 HOUR FIRE 50 to 54 STC SOUND Approx. Ceiling Weight: 3 psf (Fire and Sound) Fire Test: UL R14196 04NK25585 01-15-05 4786440611 06-06-14 U L R 13446 10CA05196 10-21-10 UL R8477 98NK22455 05N K24841 4786440611 UL Design 1574 UL Design M508 UL Design L528 UL Design L546 UL Design L579 UL Design L589 Sound Test: RAL TL08-310, 10-31-08; RAL TL08-311, 10-31-08 IIC &Test: (40 sheet vinyl), RAL IN08-039, 10-31-08; (64 C&P), RAL IN08-040, 10-31-08 1-HOUR FLOOR/CEILING NTS GENERIC GYPSUM WALLE30ARD, WOOD STUDS Fire Design: Base layer 5/8" type X gypsum wallboard or veneer base applied parallel or at right angles to each side of 2 x 4 wood studs 16" o.c. with 1-1/4" i-ype W screws 12" o.c. Face layer 5i8" type X gypsum wallboard or veneer base applied parallel or at right angles to each side with 1-7/8" Type W screws 12" o.c. and offset 6" from screws in base layer. Joints staggerecl 16" each layer and side. (LOAD -BEARING) 2 HOUR FIRE Thickness: Approx. Weight Fire Test: 2-HOUR FIRE SEPARATION WALL NTS 6" (Fire) 12 psf (Fire) SWRI 01-5920-614, 12-5-94 U L Prod uct iQ'"` axuvv34o - 08-08-24 CITY REVIEW COMMENTS Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each pn�duct category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's, Mark are considered Certified. BXUV -Fire Resistance Ratings -ANSI/UL 263 Certified for United States BXUV? -Fire Resistance Ratings -CAN/ULC-5101 Certified for Canada See General Information for Fire -resistance Ratings -ANSI/UL 263 Certified for United States Design Criteria and Allowable Variances See General Information for Fire Resistance Ratings -CAN/ULC-5101 Certified for Canada Design Criteria and Allowable Variances Design No. V340 January 23, 2020 Bearing Wall Rating — 1 Hr Finish Rating — 4 min Loaded Per 2012 NDS Supplement, ASD Method, Wall Braced by Sheathing, 40% of Design Load Applied to Wall This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used —See Guide BXUV or BXUV7 * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions emplolying the UL or cUL Certification (such as Canada), respectively. 5 1. Wood Studs —Nom 2 by 4 in., spaced 16 in. OC with double 2 by 4 top anti single 2 by 4 in, bottom plates. Studs effectively firestopped. 2. Gypsum Board* —Any 5/8 in. thick UL Classified Gypsum Board that is eligible for use in Design Nos. L501, G512 or U305. Nom. 5/8 in. thick, 4 ft. wide, applied vertically, and nailed to studs and bearing plates 7 in. OC. with 6d cement coated nails, 1-7/8 in. long, 0.0915 in. shank diam. and 1/4 in. diam. head. Verticaljoints centered over studs and staggered min. 1 stud cavity from the vertical joints of the building units (Item #5). 3. Joints and Nail Heads —Wallboard joints covered with tape and joint compound. Nail heads covered with joint compound. 4. Batts and Blankets* —Faced or unfaced mineral fiber insulation, 3-1/2 in. thick, minimum 2.87 pcf, friction fit in the wall cavity between stud, plates. See Batts and Blankets* (BZJZ) category for names of Classified manufacturers. 5. Building Units* —Building units nailed to the wood framing, coating to studs, with 1-7/8 in. long, 6d nails, spaced 6 in. OC. on the perimeter and 12 in. OC. in the field. Vertical joints centered on studs. Horizontal joints backed with nom. 2 by 4 wood blocking. LOUISIANA-PACIFIC CORP —Type Blazeguard 1-Side LOUISIANA-PACIFIC CORP —Type LP FlameBlock 1-Side * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2020-01-23 1-HOUR FIRE RATED EXTERIOR WALL NTS O • • w O 0