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APPROVED ENG PLN BLD2024-0095+Architectural_Plan+1.22.2024_5.02.31_PM+4013571GENERAL NOTES THESE DRAWINGS ARE THE PROPERTY OF H2D, LLC. ANY REPRODUCTIONS MUST BE AUTHORIZED BY THE ARCHITECT AND MUST BEAR THE NAME OF THE ARCHITECT. © COPYRIGHT 2024 BY H2D, LLC. THESE DRAWINGS ARE PROTECTED BY FEDERAL AND STATE COPYRIGHT LAWS. 1. CODES/REGULATIONS: -CONSTRUCTION TO CONFORM TO THE 2018 INTERNATIONAL BUILDING CODE (113C), 2018 SEATTLE BUILDING CODE (513C), WASHiNGTON STATE LAWS AND REGULATIONS, CURRENT WASHiNGTON STATE ENERGY CODE AND VARIOUS CODES IMPOSED BY LOCAL AUTHORITIES. -A SEPARATE PERMIT MAY BE REQUIRED FOR PLUMBING, ELECTRICAL, AND/OR MECHANICAL WORK AS APPLICABLE. -A COPY OF THE APPROVED PERMIT PLANS MUST BE ON THE JOB 51TE DURING CONSTRUCTION. -NO CHANGES SHALL BE MADE WITHOUT HEALTH DEPARTMENT APPROVAL 2. CONTRACTOR'S RESPONSIBILITY: -PRIOR TO CONSTRUCTION, THE CONTRACTOR 15 TO VERIFY ALL DIMENSIONS AND STRUCTURAL MEMBER SIZES. -DO NOT SCALE CONTRACT DOCUMENTS. -1F ANY DiSCREPANCIES IN THE DRAWINGS OR FROM THE CODES ARE NOTED, ARCHITECT 15 TO BE NOTIFIED IMMEDIATELY. -ALL CHANGES MADE BY THE CONTRACTOR SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. -THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS, SAFETY PRECAUTIONS, ACTS OR OMISSIONS OR PERFORMANCE OF THE CONTRACTOR. -CONTRACTOR SHALL BE RE5PON51BLE FOR THE PERFORMANCE AND WEATHERPROOFING OF THE ENTIRE BUiLPING, iTS COMPONENT EQUIPMENT, AND PARTS. -ALL STRUCTURAL SYSTEMS SUCH AS WOOD TRUSSES WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION IN ACCORDANCE WiTH INSTRUCTIONS PREPARED BY THE SUPPLER. -ALL WORK MUST FOLLOW CURRENT RRP RULES AND REQUIREMENTS AS DEFINED BY THE EPA AND THE STATE OF WASHiNGTON. -ALL WASTE AND REFUSE CAUSED iN CONNECTION WiTH THE WORK SHALL BE REMOVED FROM THE PREMISES AND DISPOSED OF BY THE CONTRACTOR. THE PREMISES SHALL BE LEFT CLEAR AND CLEAN TO THE 5AT15FACTiON OF THE OWNER. -CONTRACTOR SHALL DESIGN AND INSTALL SHORING AS REQUIRED TO PERFORM WORK. ENGINEERING, CONSTRUCTION AND SAFETY OF THE SHORING SHALL BE THE RESPONSi ILiTY OF THE CONTRACTOR. 3. SOILS: -NO GROUND WORK PROPOSED -iF REQUIRED: FOUNDATION DESIGN BASED ON AN ASSUMED AVERAGE SOiL BEARING OF 2,000 PSF OR PER GEOTECHNiCAL REPORT. ALL FOOTINGS SHALL BE CAST ON UNDISTURBED FiRM NATURAL SOiL OR COMPACTED SOiL OF 2,000 P5F BEARING CAPACITY AT LEAST 1'-6" BELOW LOWEST ADJACENT GRADE, AND FREE OF ORGANIC MATERIALS. FOOTING EXCAVATION SHALL BE FREE OF LOOSE SOiLS, DEBRIS, AND FREE WATER AT ALL TIMES. THiS OFFICE TAKES NO RE5FONSIDIL1TY iN VERIFYING THE ACCURACY OF ENGINEERING DATA SUPPLIED 5Y OTHERS. 4. VENTILATION: -EVERY OCCUPIED SPACE SHALL BE VENTILATED DY NATURAL MEANS iN ACCORDANCE WiTH iMC SECTION 402 OR BY MECHANICAL MEANS iN ACCORDANCE WiTH iMC SECTION 403. -THE AiR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL 5E D15CHARGED OUTDOORS AT A POINT WHERE iT WiLL NOT CAUSE A PUBLIC NUISANCE AND NOT LESS THAN THE DISTANCES SPECIFIED iN iMC SECTION 501.3.1. THE AiR SHALL DE DISCHARGED TO A LOCATION FROM WHICH iT CANNOT AGAIN BE READILY DRAWN IN BY A VENTILATING SYSTEM. AiR SHALL NOT BE EXHAUSTED INTO AN ATTIC, CRAWL SPACE, OR BE DIRECTED ONTO WALKWAYS. -EXHAUST VENTILATION SYSTEMS SHALL COMPLY WiTH iMC SECTION 502 -COMMECRiAL KITCHEN HOOD, VENTILATION SYSTEM DUCTS, AND EXHAUST EQUIPMENT TO COMPLY WiTH 1MC SECTIONS 506 & 507. AS BUILT - NORTH ELEVATION SCALE:1/8" = 1' 0'' AS BUILT - PARTIAL MAIN FLOOR SCALE:1/8" = 10'' 5. GLAZING: -TO BE iN COMPLIANCE WiTH iBC CHAPTER 24 AND WASHiNGTON STATE SAFETY GLASS LAW 10. VAPOR BARRIERS: -GLAZING iN LOCATIONS SUBJECT TO HUMAN IMPACT INCLUDING MIRRORS AND GLAZING iN HAZARDOUS LOCATIONS AS DEFINED iN -AN APPROVED VAPOR BARRIER SHALL BE INSTALLED AT EXTERIOR WALLS AND AT ALL ROOF DECKS, BELOW ENCLOSED JOIST SEC 2406.4SHALL COMPLY SECTION .1 THROUGH SECTION 2406.1.4. SPACES WHERE CEiLiNG FiN15HE5 ARE DIRECTLY INSTALLED TO JOISTS, AND ANY OTHER WALL OR CEiLiNG SURFACES WHICH RECEIVE-SLiDiNG S GLASS DOORS TO BEE SAFETY GLAZZINGING,,LAMINATED OR TEMPERED GLASS. INSULATION. THiS VAPOR BARRIER MAY BE A COMPONENT OF THE INSULATION MATERIAL. APPLICATION AND INSTALLATIONS OF -ALL EXTERIOR WALL GLAZING SHALL 13E DOUBLE GLAZED, UNLESS NOTED OTHERWISE, AND COMPLY WiTH STATE OF WASHiNGTON iNSULATiON AND VAPOR BARRIERS SHALL COMPLY WiTH STATE OF WASHiNGTON THERMAL iNSULATiON STANDARDS. ENERGY CODE. 11. EGRESS: 6. ENERGY: -BUILDINGS OR PORTIONS THEREOF SHALL DE PROVIDED WiTH A MEANS OF EGRE55 SYSTEM A5 REQUIRED BY 15C CHAPTER 10. -ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION SHALL CONFORM TO iBC REQUIREMENTS AND THE WASHiNGTON STATE ENERGY 12. FIRE SAFETY: CODE, LATEST EDITION. VERIFY ALL CONDITIONS BEFORE PROCEEDING WiTH WORK. -FIRE PROTECTION SYSTEMS TO MEET i13C CHAPTER 9 REQUIREMENTS -APPLICATION AND INSTALLATIONS OF INSULATION AND VAPOR 13ARRiER5 SHALL COMPLY WiTH STATE OF WASHiNGTON THERMAL -EXISTING FiRE SPRINKLER SYSTEM TO REMAIN; REVISE AS REQUIRED. INSULATION STANDARDS. 13. FIRE BARRIERS: -CONTRACTOR TO PERFORM BUILDING AiR LEAKAGE TESTING AND DUCT LEAKAGE TESTING AS REQUIRED 5Y THE WASHiNGTON STATE -TO BE INCOMPLIANCE WiTH iBC CHAPTER 7, SECTION 707. ENERGY CODE, LATEST EDITION. -FIRE BARRIERS SHALL EXTEND FROM THE TOP OF THE FOUNDATION OR FLOOR/CEILING A55EM13LY TO BELOW THE UNDERSIDE OF THE 7. EXIT SIGNS: FLOOR OR ROOF SHETHiNG, SLAB OR DECK ABOVE AND SHALL BE SECURELY ATTACHED THERETO. -TO BE iN COMPLIANCE WiTH iBC CHAPTER 10, SECTION 1013 -JOINTS MADE iN OR BETWEEN FiRE BARRIERS AND JOINTS MADE AT THE INTERSECTION OF FiRE BARRIERS WiTH UNDERSIDE OF A -EXITS AND EXiT ACCESS DOOR5 SHALL BE MARKED DY AN APPROVED EXiT SiGN ViSi13LE FROM ANY DIRECTION OF EGRESS PATH OF FiRE-RESISTANCE-RATED FLOOR OR ROOF SHEATHING, SLAB OR DECK ABOVE, AND THE EXTERIOR VERTICAL WALL INTERSECTION SHALL TRAVEL TO EXITS AND WiTHiN EXITS SHALL BE MARKED BY READILY ViSi13LE EXiT SiGN TO INDICATE DIRECTION OF EGRESS TRAVEL. COMPLY WiTH SECTION 715. 8. STAIRS: -VOIDS CREATED AT THE INTERSECTION OF A FiRE BARRIER AND NONFiRE-RESISTANCE-RATED ROOF ASSEMBLY OF A NONFiRE- -MiNiMUM HEADROOM 6-8" MEASURED VERTICALLY FROM A LiNE CONNECTING THE EDGE OF THE N051NG5 iN ACCORDANCE WiTH RESISTANCE RATED EXTERIOR WALL A55EMBLY SHALL 5E FILLED. SECTION 1011.3; MiNiMUM TREAD 11"; MAXIMUM RISER 7" 14. PORTABLE FIRE EXTINGUISHERS: -HANDRAIL: UNLESS SPECIFICALLY EXEMPT, STAIRWAYS SHALL HAVE HANDRAILS ON EACH SiPE AND SHALL COMPLY WiTH i13C -TO BE iN COMPLIANCE WiTH i13C CHAPTER 9, SECTION 906 AND NFPA 10. SECTION 1014. -SIZE AND DISTRIBUTION OF FORTA13LE FiRE EXTINGUISHERS SHALL BE iN COMPLIANCE WiTH SECTIONS 906.3.1 THROUGH 906.3.4 -HANDRAIL HEIGHT SHALL BE UNIFORM, NOT LESS THAN 34" AND NOT MORE THAN 38" -MAXIMUM DISTANCE OF TRAVEL TO EXTINGUISHERS: 75 FEET -HANDRAIL MUST COMPLY WiTH SECTION 1014. 14. PANIC HARDWARE: 9. INSULATION: -TO COMPLY WiTH iBC 2018 CHAPTER 10, SECTION 1010 -INSULATION TO MEET THE CURRENT WASHiNGTON STATE ENERGY CODE REQ'TS FOR TABLE C402.1.3 AND SECTION C402. -SHALL BE LISTED iN ACCORDANCE WiTH UL 305 -THE ACTUATING PORTION OF THE RELEASING DEVICE SHALL EXTEND NOT LESS THAN ONE-HALF OF THE DOOR LEAF WIDTH -WALLS TO BE INSULATED WiTH MiNiMUM R-21 INSULATION. BELOW GRADE WALLS TO BE INSULATED WiTH MiNiMUM R-21 INSULATION, -THE MAXIMUM UNLATCHING FORCE SHALL NOT EXCEED 15 POUNDS ALLOW FOR THERMAL BREAK BETWEEN FLOOR SLAB AND BASEMENT WALL. -ROOF AND CEILING INSULATED WiTH R-380 ENTIRELY ABOVE DECK AND 4-49 AT ATTIC AND OTHER PER TABLE C402.1.3.. 15. EXISTING DRAWINGS: -ROOF: ALLOW FOR A MiNiMUM 1" CLEAR BETWEEN TOP OF INSULATION AND BOTTOM OF SHEATHING FOR VENTING. -ANY ORIGINAL CONSTRUCTION DRAWINGS INCLUDED WiTH THIS SUBMITTAL ARE FOR INFORMATIONAL PURPOSES ONLY. H2D, LLC CANNOT -VENTING 15 REQUIRED 1N EACH J015T SPACE. WHERE CONTINUOUS VENTING WiTH A JOIST SPACE 151NTERRUPTED BY A HEADER (FOR GUARANTEE THE ACCURACY OF ANY ORIGINAL BUILDING DOCUMENTS INCLUDED WiTH TH15 SUBMITTAL. EXAMPLE AT A SKYLIGHT OR HiP), PROVIDE (2)1 1/2" VENTING HOLES AT THE TOP OF THE RAFTER AT THE HEADER TO ALLOW FOR CONTINUOUS THRU-VENTING INTO THE NEXT JOIST SPACE. 16. SEPARATE SUBMITTALS: -FLOORS: INSULATED WiTH R-30 GATT INSULATION OVER UNHEATED SPACE UNLE55 NOTED OTHERWISE. -HVAC, PLUMBING, RACKS, ELECTRICAL AND FiRE ALARM/SUPPRESSION SYSTEMS ARE UNDER SEPARATE FERMiTS AS BIDDER DESIGN -SLAB-ON-GRADE: PROVIDE EXTRUDED RiGiD CLOSED CELL R-10 INSULATION. INSULATION TO PROVIDE THERMAL BREAK BETWEEN ITEMS. 5LAB AND FOOTING AND RUN FROM THE TOP OF THE SLAB TO THE BOTTOM OF THE FOOTING. INSULATION MAY DE INTERRUPTED FOR 6" -PROVIDE OR MODIFY AS NEEDED SPRINKLER, ALARM AND SMOKE DETECTION SYSTEM PER APPLICABLE CODES, INCLUDING 1F NECESSARY EVERY 2'-0" TO ALLOW FOR DOWELING TO TiE SLAD AND FOOTING TOGETHER. FiRE HORNS, STROBE LIGHTS, CONTROL PANEL CONNECTIONS, SMOKE DETECTORS, AUDO V15UAL ALARMS. SUBMIT SHOP DRAWING TO THE FiRE MARSHALL AND ARCHITECT FOR APPROVAL OR AS REQUIRED PER LOCAL JURISDICTION. ❑ J I I APPROVED BY PLANNING Nothing in the permit approval process shall be interpreted as allowing or permitting the maintenance Feb 07 2024 ENGINEERING DIVISION of any currently existing illegal, nonconforming or APPROVED AS NOTED unpermitted building, structure or site condition which is outside the scope of the permit application, regardless Jd1, t 02/29/2024 of whether such building, structure or condition is VV shown on the site plan or drawing. Such building, structure or condition may be the subject of a separate enforcement action. Type III A construction shall utilize a non combustible materials with the exception of Fire Retardant Lumber IBC 602.3. New exterior framing materials shall be Fire Retardant Treated. AS BUILT - PARTIAL WEST ELEVATION SCALE:1/5" = 1'-0" AS BUILT - PARTIAL EAST ELEV SCALE:1/8" = 1'-0" ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE City Of Edmonds Building Department Work EXTERIOR REMODEL ---------------------------------------------------- ---------------------------------------------- Address 110 W DAYTON Owner HARBOR SQUARE BUILDING 3 --------------------------- Approved Date ; 02/06/2024 --------------- Building Official :Erica Carter L--------------------------- --------------------------- Permit Number BLD2024-0095 -------------------------------- The following documentation shall be available on site for the building inspector: COE APPROVED ARCHITECTURAL PLAN SET ■ x OE APPROVED STRUCTURAL PLAN SET ■ - � OE REVIEWED CALCULATION PACKET = FI NERGY CREDIT WORKSHEET U SITE PLAN ■ CIVIL PLAN ■ ❑ ■' ION CITY OF EDMONDS BUILDING DEPARTMENT 2021 PROJECT INFORMATION PROJECT OWNER: THE PORT OF EDMONDS 336 ADMIRAL WAY EDMONDS WA 98020 PROJECT ARCHITECT: HEiDi HELGE50N PROJECT DESIGNER: LISA MONTALVO, CRiSTY WELLER H21) ARCHITECTURE + DESIGN 23020 EDMONDS WAY, #113 EDMONDS, WA 9&020 STRUCTURAL ENGINEER: DENNIS TITUS CG ENGINEERING PLLC 250 4TH AVENUE SOUTH, SUITE 200 EDMONDS, WA 98020 425-778-8500 PROJECT DESCRiFTiON: REPAIR/REPLACE EXISTING ATRIUM SKYLIGHTS W/ FRAMED WALLS AND ROOF PROJECT ADDRESS: 110 WEST DAYTON 5T TAX LOT NUMBER: 27032300408100 LEGAL DESCRIPTION: SEC 23 TWP 27 RGE 03LOT 3 HARDOR SQUARE 135P REC VOL 1 OF B5P'S PGS 164 THRU 166 AF NO L3908155001 BEING A PTN OF GOVT LOT 3 EXC BLPG ONLY ON 232703-4-081-0102 LAND USE CODE COMPLIANCE STATISTICS ZONE: CG OCCUPANCY: EXi5TiNG: GROUP 13-2 AND GROUP B-4 "NO CHANGE PROPOSED "NO CHANGE PROPOSED TO OCCUPANT LOAD DESCRIPTION BUSINESS, RETAIL, AND WAREHOUSE nF BI15iNF55- "NO CHANGE PROPOSED EXISTING 5UiLPING TYPE III -1 HR CONSTRUCTION TYPE: *NO CHANGE PROPOSED EXISTING FiRE EXISTING FiRE SPRINKLER SYSTEM TO REMAIN PROTECTION: NO CHANGE PROPOSED LOT COVERAGE: LOT AREA: 34412.4 5F EXISTING BUILDING: 9530.9 SF ALLOWED LOT COVERAGE (65' HEIGHT OR LESS) : NO LIMiT ...OK NO CHANGES PROPOSED" REQ'D SETBACKS: STREET: 10 FT SiDE: 15' NO CHANGE PROPOSED, EXISTING TO REMAIN PARKING: EXISTING PARKING SPACES TO REMAIN BUiLPING HEIGHT 75' INFORMATION: NO CHANGE PROPOSED, EXISTING TO REMAIN AREA OF WORK: TOTAL 5U1LPING 5F: 17,051 5F AREA OF WORK: 572 SF ENERGY CREDIT INFORMATION "NO CHANGE TO EX CONDITIONED SPACE. NOT REQUIRED SHEET INDEX 01 PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, AS -BUILT PLANS, AS BUILT ELEVATIONS 02 SiTE PLAN A1.0 PARTIAL MAiN FLOOR DEMOLITION PLAN A1.1 PARTIAL MAiN FLOOR PLAN; WINDOW SCHEDULE A2.0 EXTERIOR ELEVATIONS A3.0 DU1LPING AND WALL SECTIONS E1.0 PARTIAL MAiN FLOOR REFLECTED CEILING PLAN 51.1 STRUCTURAL NOTES 52.1 ROOF FRAMING PLAN 53.1 WOOD FRAMING DETAILS 53.2 WOOD FRAMING DETAILS APPROVED PLANS MUST BE ON JOB SITE SS T DAYTON 5T SITE r w 0 n Cq I N r� V 0 J W cr) CDM CN W Z O 0 00 0') Q Q U) 0 �C v J w 0. 9716 REGISTERED ARCHITECT GST DI MICHELLE HELGESON ATE OF WASHINGTON H 2 D A R C H I T E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 1 /19/2024 RECEIVED Jan 24 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PERMIT SET PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, AS -BUILT PLANS VICINITY MAP NTS I 01 NOTE: CONTRACTOR TO PROTECT EXISTING iNi5HE5 TO REMAIN DURING THE COURSE F CONSTRUCTION. DAMAGED EXISTING iNi5HE5 SHALL BE REPLACED AT ONTRACTOR'S EXPENSE. DEMO AND REPLACE EX FRAMED WALL. FOUNDATION AND FOOTING TO REMAIN OR PER STRUCTURAL EXISTING INTERIOR POSTS AND BEAM TO REMAIN, TYP. REFER TO STRUCTURAL ALL OTHER AREAS: EXISTING TO REMAIN, NO CHANGE PROPOSED PARTIAL MAIN FLOOR DEMOLITION PLAN SCALE:1/4" = 1'-0" 0 EXISTING r — I DEMO NOTE: 1. ALL SHORING TO BE THE RESPONSIBILITY OF THE BUILDER. 2. CONSULT ARCHITECT AND STRUCTURAL ENGINEERING WiTH ANY QUESTIONS. 3. REFER TO STRUCTURAL ENGINEERING. 4. CONTRACTOR TO PROTECT FLOOR COVERING Cad ENTRY DURING CONSTRUCTION. DAMAGED FLOORING SHALL BE REPLACED AT CONTRACTOR'5 EXPENSE. DEMO EX CANOPY ABOVE I DEMO SIDEWALK PER SiTE PLAN �_ + I I I I ---DEMO�XiSTiNGATRiUM ________� L______________ WINDOWS AND SKYLIGHTS, TYP. r r @EMO EX EXTERIOR POSTS r l --——— — — — — —— —� r———————— — — — — — — DEMO AND REPLACE EX I I FRAMED WALL. FOUNDATION AND FOOTING TO REMAIN OR PER STRUCTURAL I I II II II II III I I L DEMO AND REPLACE I II I II II I III I INTERIOR WALL THiS I II I I II I III I LOCATION PER III I II II II III I STRUCTURAL _ III I II II II I III -_- __ -- __ II II II II II II II I , I —„ II II II II II II, IIIy III II II II II II II I� o iI � I II II II II I I I EX STOREFRONT DOOR/WINDOWS / III III II II II II I II II I o iI 1 � o II II II I II II II I I TO REMAIN. DEMO HEADER TO BE REPLACED PER STRUCTURAL I III ��il II II II II I II Ik�� ilylll Lull II II II ---------------- �L II -- -- -- �I II II DEMO AND REPLACE INTERIOR — — — — — — — — � 1 II I I I I I I I I WALLS THiS LOCATION PER III 1 II II II II 11 I STRUCTURAL II II II II I II I I I I I I I I CONTRACTOR TO PROTECT AND 1 II II II II I I MAINTAIN TENANT ACCESS TO L:d1_=1h_J-i CLASSROOM DEMO CARPET I I EXiSTiNG FiNiSH FLOOR TO REMAIN N V J co U) o N LLB Z Q o 00 Q C) F--- C) C/) W Z L.L > 2i 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H I T E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 1 /19/2024 RECEIVED Jan 24 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PERMIT SET MAIN FLOOR DEMOLITION PLAN A1.0 DOOR SCHEDULE ID R.O. DIMENSIONS *SEE NOTE 1 DOOR LEAF DIMENSIONS TYPE THICK AREA (SF) NOTES U-VAL WIDTH HEIGHT W HT MAiN FLOOR 01 3'-2" 6-101/2" 3'-01, 6'-8" SWING 0'-13/81, 0.00 TOTAL EXTERIOR DOOR AREA: 0.00 MANUFACTURER: INTERIOR: SOLID CORE FLAT PANEL DOOR; VERIFY TO MATCH EX EXTERIOR: N/A EXTERIOR DOORS TO BE NFRC 100 LABELED AND CERTIFIED BY THE MANUFACTURER. GENERAL POOR NOTES: 1. VERIFY ROUGH OPENING SIZES WiTH SELECTED MANUFACTURER REQUIREMENTS 2. SEE ELEVATIONS FOR CONFIGURATION 3. VERIFY ALL SIZES AND ROUGH OPENINGS PRIOR TO CONSTRUCTION 4. CONTACT ARCHITECT IMMEDIATELY WiTH QUESTIONS POOR TYPE: NOTE: 1. REFER TO SCHEDULE FOR ALL DIMENSIONS UNLESS NOTED OTHERWISE. 2. REFER TO ADDITIONAL GENERAL DOOR NOTES ABOVE UNLESS NOTED OTHERWISE. �WiNr PARTIAL MAIN FLOOR PLAN SCALE:1/4" = 1'-0" 0 EXISTING WALLS ® NEW WALLS NOTES: 1. ALL DIMENSIONS ARE GIVEN TO THE FACE OF STUD UNO. 2. ALL DOOR AND WiNDOW DIMENSIONS ON THiS PLAN ARE ROUGH OPENING SIZES, UNO. 3. CONTRACTOR TO VERIFY LOCATION OF UTILITIES WiTH LANDLORD PRIOR TO CONSTRUCTION START 4. PROVIDE FiRE EXTiNGUi5HERS OF CLA55 AND TYPE AS REQUIRED BY FiRE MARSHALL. 5. STRUCTURAL ELEMENTS, FIXTURES, OR FURNISHINGS SHALL NOT PROJECT HORIZONTALLY MORE THAN 4" OVER ANY WALKING SURFACE BETWEEN THE HEIGHT OF 27" AND 80" ABOVE THE WALKING SURFACE. SECTION 1003.3.3. 6. NO CHANGE TO INTERIOR LAYOUT, EX15TiNG EGRESS, OR OCCUPANCY PROPOSED. 7. iNTERiOR DRYWALL FiNiSH TO MATCH EXISTING. REPAINT ENTIRE OFFICE A AND OFFICE B. PORT OF EDMONDS TO PROVIDE COLOR SELECTIONS. WINDOW SCHEDULE ID ROUGH OPENING *SEE NOTE 1 ROUGH HEAD FROM SUBFLR. TYPE OPER AREA (SF) NOTES U-VAL WIDTH HEIGHT MAiN FLOOR 3'-2" 6'-3" A 01 5'-0" H.S. 15.80 VERIFY HEAD HEIGHT 0.30 02 5'-0" 3'-2" 6'-3" A H.S. 15.80 VERIFY HEAD HEIGHT 0.50 03 5'-0" 3'-6" 0-8 1/2" A H.S. 17.50 TEMPERED; VERIFY HEAD HEIGHT 0.50 04 5'-0" 3'-611 6'-81/2" A H.S. 17.50 VERIFY HEAD HEIGHT 0.50 TOTAL EXTERIOR WiNDOW AREA: 66.60 NFRC 100 LABELED AND CERTIFIED BY THE MANUFACTURER MANUFACTURER: MATCH EXISTING ALUMINUM CLAD WINDOWS SERIES: VERIFY TO MATCH STYLE/COLOR OF EX WINDOWS NOTES: 1. ADD 1/2" TO THE BOTTOM OF THE ROUGH OPENING, UNLESS NOTED OTHERWISE FOR INSTALLATION OF BEVEL SiLL 1. VERIFY ROUGH OPENING SIZES WiTH SELECTED MANUFACTURER REQUIREMENTS 2. SEE ELEVATIONS FOR CONFIGURATION 3. VERIFY ALL SIZES AND ROUGH OPENINGS PRIOR TO CONSTRUCTION 4. VERIFY EXISTING ROUGH OPENINGS WHERE WINDOWS ARE BEING REPLACED iN THE EXISTING OPENINGS PRIOR TO ORDERING THE WINDOWS 5. CONTACT ARCHITECT IMMEDIATELY WiTH QUESTIONS 6. U-VALUE OF WINDOWS AS REQUIRED PER WSEC TABLE C402.4. E <- - -1 -!j A nl ITI CT nn1Alfllnonl 1-7- GROSS FLOOR AREA (MEASURED FROM INSIDE OF EXTERIOR WALLS) EXISTING FLOOR AREA 7,805 SF *NO CHANGE PROPOSED OPERABILITY KEY A = AWNING C = CASEMENT H.S. = HORIZONTAL SLIDER P = PICTURE S.H. = SINGLE HUNG H = HOPPER N V 0 J co U) o N w Z O O 00 Q U) C 0 Li ] O L.L > 2i O o 0 Q I 9716 REGISTERED ARCHITECT GST DI MICHELLE HELGESON ATE OF WASHINGTON rm t--,% ",I H 2 D A R C H IT E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 1 /19/2024 RECEIVED Jan 24 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PERMIT SET PARTIAL MAIN FLOOR PLAN AND WINDOW & DOOR SCHEDULE Al. 1 A B C A3.0 A3.0 A3.0 1 A3.0 All n i in n i�rn i� nr n r. I.` - , 1 1 EXISTING ROOF TO REMAIN N PARTIAL ROOF PLAN 5CALE:1/4" = P-O" 0 EXISTING ROOF ® NEW ROOF co J CI) o N W Z o o � � Q � Q Q Cn w Z O 3: 2i 9716 REGISTERED ARCHITECT /-// I'1161(1�1 TMICHELLE HELGESON OF WASHINGTON H 2 D A R C H I T E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P. 206 . 542 . 3 7 34 www.h2darchitects.com DATE: 1 /19/2024 RECEIVED Jan 24 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PERMIT SET PARTIAL ROOF PLAN A1.2 NORTH ELEVATION SCALE:1/4" = T-O" 0 AREA OF NEW WALL T=VTC--rlKl/' T=TRT=T2(-T:KAT:Krr PARTIAL EAST ELEVATION SCALE:1/4" = 1'-0'' .L EX ROOF EL = 22'-5"+/- T (T.O. EX ROOF) FiBERCEMENT [DING TO TYP TRiM APING SEAM OOF BEYOND EX UPPER FLOOR EL=10'-5"+/- (T.O. EX SUBFLOOR) BENT PANEL 0 MATCH TYP EX MAiN FLOOR EL = 0'-0"+/- (T.O. EX SLAB) VI YY VI\1\ I-� PARTIAL WEST ELEVATION SCALE:1/4" = 1'-0' EX ROOF EL = 22'-5"+/- (T.O. EX ROOF) EXISTING FiBERCEMENT PANEL SiDiNG TO REMAIN, TYP EXISTING TRiM EX UPPER FLOOR EL=10'-5"+/- (T.O. EX SUBFLOOR) EX MAiN FLOOR EL = 0'-0"+/- (T.O. EX SLAB) NO CHANGE TO SOUTH ELEVATION PROPOSED V J U) o N w Z Q O 00 Q 0 U) C r) �/ W O 0. O o 0 LU ry Q I 9716 REGISTERED ARCHITECT GST DI MICHELLE HELGESON ATE OF WASHINGTON rm - tN mill H 2 D A R C H IT E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 1 /19/2024 RECEIVED Jan 24 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PERMIT SET EXTERIOR ELEVATIONS A2.0 BUILDING SECTION iNTERiOR EXTERIOR R-10 FOAM 9 HEADER TYP TYP EXTERIOR HEADER PER WALL A55EMBLY STRUCTURAL, TYP SELF-ADHESIVE WATERPROOF MEMBRANE INSTALL PER 1/2" GWB DETAIL CONTINUOUS MTL FLASHING OVER EXT iNT.TRiM PER HEAD TRiM, TYP, TYP DETAIL VERIFY TO MATCH WINDOW LINER EXiSTiNG WINDOW PER WINDOW SCHEDULE YP WINDOW HEAD 2)jI"=1' TYP EXTERIOR WALL ASSEMBLY SELF-ADHESIVE WATERPROOF MEMBRANE INSTALL PER DETAIL iNT. TRiM PER TYP DETAIL 1/2" GWB TYP WINDOW JAMB 3 1=1-O SiLL PER TYP DETAIL CONTINUOUS MTL SiLL FLASHING WiTH DRiP EDGE, TYP, MATCH EXISTING SELF-ADHESIVE WATERPROOF MEMBRANE, INSTALL PER DETAIL TYP EXTERIOR WALL A55EM13LY INTERIOR EXTERIOR TYP WINDOW SILL 4 1" -O" TYPICAL WINDOW NOTE: 1. INSTALL BACKER ROD AND/OR FOAM INSULATION Cagy ANY GAP BETWEEN WINDOW AND ROUGH FRAME, TYP CONTiNU0U5 MTL HEAD FLASHING WiTH DF EDGE, MATCH EXISTING WINDOW PER WINDOW SCHEDULE CONTINUOUS MTL SiLL FLASHING WiTH DRiP EDGE, MATCH EXiSTiNG TYP EXT. WN DW TRIM 5EMBLY 'E FRAMING TOP OF EX ALL, MATCH VALL TAPE WEATHER RESISTIVE BARRIER G INSTALLED WINDOW -------------- BUILDING SECTION WATERPROOF AIRTIGHT TAPE WEATHER RESiSTIVE BARRiER� FOLD UP WEATHER RESISTiVE BARRIER AND TEMPORARILY SECURE EXTERIOR SHEATHING SiLL PLATE SiLL TAPE (WATERPROOF, AIRTIGHT TAPE) WINDOW FLASHING 1. CUT THE WRB FLUSH WiTH THE ROUGH OPENING 6. INSTALL FLANGED WINDOW AND FASTEN TO 2. CUT THE WRB AT 45 DEGREE ANGLE TO A POINT STRUCTURE PER MFR'S INSTRUCTIONS. 9" UP AND 9" OUT FROM THE UPPER CORNERS OF 7 WRB AT TOP FLANGE: UNFOLD WRB AND RUN IT THE ROUGH OPENING OVER THE TOP FLANGE. 3. FOLD UP WRB FLAP AT HEAD AND TEMPORARILY 8. FLANGE TAPE: USE FLANGE TAPE TO SEAL SECURE WITH MASKING TAPE 50 THAT IT CAN BE BOTTOM FLANGE TO THE WRB. PRESS FIRMLY TO INSTALLED OVER THE HEADER FLANGE OF THE AFFIX. A. TAPE THE SiDE FLANGES TO THE WRB. WINDOW LATER. 10. TAPE THE WRB TO THE TOP FLANGE11. 4. FOLD BACK THE OTHER TWO EDGES OF THE WRB TAPE THE DIAGONAL CUTS IN THE WRB ABOVE INTO THE ROUGH OPENING AND SECURE BY THE WINDOW HEAD. STAPLING. TO ENSURE POSITIVE DRAINAGE OF THE 5iLL/PREVENT WATER iNTRUSION, ADD A BACK DAM NOTE: MAKE SURE TAPING 15 DONE FROM BOTTOM OR SLOPE SiLL AT THE BOTTOM OF THE R.O. TO TOP 50 THAT ALL TAPE JOINTS ARE PROPERLY 5. INSTALL SiLL TAPE ON WINDOW SiLL, EXTENDING SHiPLAPPED. iT UP EACH SiDE A MiN OF 4". ACCURATELY PRESS INTO CORNERS. OVERLAP THE VERTICAL FACE OF THE WRB APPROXIMATELY MiN 1". TRiM AND PRESS/STRECH AROUND BOTH CORNERS. TYP WINDOW FLASHING DTL 1x3 WD TRiM W/ MITERED CORNERS, TYP; CONFIRM FiNiSH W/ PORT OF EDMONDS N.T.S. OR APPROVED EQUAL l YY WALL /\5: BASE TO MAT( EXISTING, TYP WINDOW PER WINDOW SCHEDULE F1NiSH FLOORING 5/4x_ WOOD SiLL, CONFIRM FiNiSH W/ PORT OF EDMONDS TYP I NT. WN DW TRIM R TYP BASE DTL 1" =1'-O" v 3/4'' =1'-0" EW ROOF A55EMLY OP OF FRAMING 0 ALIGN W% TOP OF EX XTERiOR WALL, MATCH ,LOPE IEW iNFiLL WALL ASSEMBLY EXISTING ROOF ASSEMBLY EXISTING WALL ASSEMBLY EX ADJ. SPACE EX NEW EXISTING FLOOR ASSEMBLY EX ADJ. SPACE ENTRY EXISTING FLOOR ASSEMBLY BUILDING SECTION TYP FLASHING DETAIL TYP NEW EAVE ASSEMBLY 1"=1'-0" TYP EX FLOOR A55EM13LY TYP EX EXTERIOR WALL ASSEMBLY METAL HEAD WALL FLASHING AND COUNTERFLASHiNG, RUN UP WALL MiN 8" TYP TYP NEW ROOF ASSEMBLY WATERBLOCK SEALANT EX BEAM TYP NEW ROOF A55EM13LY 2X EAVE FRAMING PER STRUCTURAL NEW ROOF A55EMBLY TOP OF FRAMING MITER CORE TO ALIGN W/ TOP OF EX EXTERIOR WALL, MATCH + SLOPE 1x4 WD TRit REPLACE HEADER PER STRUCTURAL o EXISTING STOREFRONT LiNE OF DO( DOOR & WINDOWS TO JAMB, TYP REMAIN DOOR PER I SCHEDULE METAL DRiP EDGE, TYP I EX BEAM I\� _ I METAL GUTTER TO MATCH EX, TYP _ _ — EX WALL 2 BEYOND A3.0 A3.0 5/4X10 PRE -PRIMED EXT. RATED WD FASCIA, PAINTED EXT RATED SOFFIT TO MATCH + EXISTING, PAINTED N 4 A3.0 Y. I� I TYP NEW EXTERIOR WALL ASSEMBLY TYP I NT. DOOR TRIM 1" =1'-0" *VER TO MATCH EX TRiM DETAIL �O. 1 tI TYP EX ROOF ASSEMBLY EX15TiNG ROOFING MATERIAL EX15TiNG ROOFING W.R.B. EX15TiNG SHEATHING EX15TiNG FRAMING EX15TiNG INSULATION EX15TiNG FiN15H CEILING TYP EX EXTERIOR WALL ASSEMBLY -EX SiDiNG OR MATCH EX AT AREAS OF ALTERATION -EX RAiNSCREEN OR MATCH EX AT AREAS OF ALTERATION -EX BUILDING WRAP OR HENRY 13LUESKiN VP100 W.R.B. BUILDING WRAP OR APPROVED EQUAL AT AREAS OF ALTERATION -EX SHEATHING OR PER STRUCTURAL -EX FRAMING OR PER STRUCTURAL -EX INSULATION OR FiLL R-21 GATT INSULATION AT EXPOSED BAYS -EX GWB EXISTING WINDOW ASSEMBLY TO REMAIN TYP EX UPPER FLOOR ASSEMBLY -EXiSTiNG FiN15H FLOOR -EXISTING SHEATHING -EXISTING FRAMING -EXISTING ACOUSTIC CEILING TiLE CONTINUOUS METAL HEAD WALL FLASHING, TYP RUN UP WALL MiN 8" TYP NEW UNVENTED ROOF ASSEMBLY -STANDING SEAM METAL ROOF, INSTALL PER MFR REQ'T5 -iCE & WATER SHIELD WEATHER RESISTIVE BARRIER AND UNDERLAYMENT PER MANUFACTURER -CDX PLYWOOD SHEATHING PER STRUCTURAL -FRAMING PER STRUCTURAL -R38 RiGiD INSULATION -5/5" GWB -PVA PRIMER TYP SAVE A55EM13LY PER DETAIL INSTALL COR-A-VENT AT TOP AND BOTTOM OF RAiNSCREEN, TYP HEADER PER STRUCTURAL R-10 RiGiD INSULATION 0 HEADER TYP TYP NEW EXTERIOR WALL ASSEMBLY -SiDiNG PER ELEVATIONS, INSTALL PER MFR REQTS -3/4" VENTED AiR SPACE WiTH 3/4" VERTICAL P.T. FURRING STRIPS 016" O.C. (ALIGN W/ EXISTING A55EM131-Y) -WEATHER RESISTIVE BARRIER: HENRY 13LUESKiNVP100 W.R.B. BUILDING WRAP OR APPROVED EQUAL -CDX PLYWOOD SHEATHING PER STRUCTURAL -FRAMING PER STRUCTURAL -R-21 GATT INSULATION -1/2" GWB (VER TO ALIGN W/ EXISTING INTERIOR FINISH WALL) -PVA PRIMER INSTALL COR-A-VENT AT TOP AND BOTTOM OF EX GRADE RAiNSCREEN, TYP I0C+3iml emilfift CC71 1�►fr11:� l► EXISTING CONCRETE FOUNDATION AND FOOTING OR PER STRUCTURAL TYP EX MAIN FLOOR ASSEMBLY EXISTING FiNiSH FLOOR EXiSTiNG CONCRETE SLAB ON GRADE EX SUBGRADE 1 tI TYP EX ROOF ASSEMBLY EX15TiNG ROOFING MATERIAL EX15TiNG ROOFING W.R.B. EX15TiNG SHEATHING EX15TiNG FRAMING EX15TiNG INSULATION EX15TiNG FiN15H CEILING TYP EX EXTERIOR WALL ASSEMBLY -EX SiDiNG OR MATCH EX AT AREAS OF ALTERATION -EX RAiNSCREEN OR MATCH EX AT AREAS OF ALTERATION -EX BUILDING WRAP OR HENRY 13LUESKiN VP100 W.R.B. BUILDING WRAP OR APPROVED EQUAL AT AREAS OF ALTERATION -EX SHEATHING OR PER STRUCTURAL -EX FRAMING OR PER STRUCTURAL -EX INSULATION OR FiLL R-21 GATT INSULATION AT EXPOSED BAYS -EX GWB EXISTING WINDOW ASSEMBLY TO REMAIN TYP EX UPPER FLOOR ASSEMBLY -EXiSTiNG FiN15H FLOOR -EXISTING SHEATHING -EXISTING FRAMING -EXISTING ACOUSTIC CEILING TiLE CONTINUOUS METAL HEAD WALL FLASHING, TYP RUN UP WALL MiN 8" TYP NEW UNVENTED ROOF ASSEMBLY -STANDING SEAM METAL ROOF, INSTALL PER MFR REQ'T5 -iCE & WATER SHIELD WEATHER RESISTIVE BARRIER AND UNDERLAYMENT PER MANUFACTURER -CDX PLYWOOD SHEATHING PER STRUCTURAL -FRAMING PER STRUCTURAL -R38 RiGiD INSULATION -5/5" GWB -PVA PRIMER TYP SAVE A55EM13LY PER DETAIL INSTALL COR-A-VENT AT TOP AND BOTTOM OF RAiNSCREEN, TYP HEADER PER STRUCTURAL R-10 RiGiD INSULATION 0 HEADER TYP TYP NEW EXTERIOR WALL ASSEMBLY -SiDiNG PER ELEVATIONS, INSTALL PER MFR REQTS -3/4" VENTED AiR SPACE WiTH 3/4" VERTICAL P.T. FURRING STRIPS 016" O.C. (ALIGN W/ EXISTING A55EM131-Y) -WEATHER RESISTIVE BARRIER: HENRY 13LUESKiNVP100 W.R.B. BUILDING WRAP OR APPROVED EQUAL -CDX PLYWOOD SHEATHING PER STRUCTURAL -FRAMING PER STRUCTURAL -R-21 GATT INSULATION -1/2" GWB (VER TO ALIGN W/ EXISTING INTERIOR FINISH WALL) -PVA PRIMER INSTALL COR-A-VENT AT TOP AND BOTTOM OF EX GRADE RAiNSCREEN, TYP I0C+3iml emilfift CC71 1�►fr11:� l► EXISTING CONCRETE FOUNDATION AND FOOTING OR PER STRUCTURAL TYP EX MAIN FLOOR ASSEMBLY EXISTING FiNiSH FLOOR EXiSTiNG CONCRETE SLAB ON GRADE EX SUBGRADE V 0 J o w z O O 00 Q cn C n W O 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H I T E C T U R E + D E SI G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darc h i tects.c om DATE: 1 /19/2024 RECEIVED Jan 24 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PERMIT SET BUILDING AND WALL SECTIONS A3.0 WALL SECTION 5CALE:1/2" = 1' 0" ELECTRICAL SYMBOLS 0 RECESSED LIGHT 2X4 FLUORESCENT LIGHT 1-0 PICTURE LIGHT 0 CEILING/SOFFIT RECEPT. 4 ELECTRIC WALL HEATER I{ _v EMERGENCY LIGHTING F.A. FiRE ALARM STROBE O SPRINKLER HEAD DUPLEX RECEPT. FOURPLEX RECEPT. SURFACE/PENDANT LiGHT EXiT SiGN WiTH EMERGENCY LIGHTS —G9­ SWITCH oGP,-- DIMMING SWITCH o64, OCCUPANCY SENSOR/ SWITCH COMBO 0 EXHAUST FAN S OCCUPANCY SENSOR Oo S.D. SMOKE DETECTOR FIXTURE SCHEDULE DESCRIPTION # FIXTURES LAMP WATTS EACH WATTS TOTAL NOTES Al CLG MOUNT FiXTURE: 5" SQ LED DOWNLiGHT 11 LED 6 66 JUNO LIGHTING SLiMFORM 5" 5Q LED DOWNLiGHT, #J5FSQ-51N-07LM, 30K, 90 CRi, MVOLT ZT WH M6 B1 CLG MOUNT PENDANT 1 LED 30 30 EX 2X4 CEILING FiXTURE 3 LED 16 48 REPLACE EX FLUORESCENT 13ULB5 TOTAL: 144 TOTAL WATTS ALLOWED: 366 ... COMPLIES *EXISTING FIXTURES LABELLED "EX" iF EXISTING TO REMAIN i-OU9hr4=111111►00= GENERAL NOTES - ALL WORK TO BE INSTALLED 1N FULL ACCORDANCE WiTH N.E.C. AND ALL OTHER APPLICABLE REGULATIONS. - PROVIDE WiRiNG FOR ALL EQUIPMENT FURNISHED BY OTHERS AND MAKE ALL FINAL CONNECTIONS. - ELECTRICAL PLANS SHOW LOCATIONS AND TYPE OF LIGHTING FIXTURES; CONTRACTOR TO DETERMINE ARRANGEMENT OF POWER DEVICES, SWITCHING AND CIRCUITING PER CODE REQUIREMENTS, ADDITIONAL DEVICES MAY BE REQUIRED 5Y CODE. - LOCATIONS OF ALL OUTLETS TO 5E VERIFIED BY CONTRACTOR. - ALL OUTLETS iN KITCHENS, BATHS, UTILITY ROOMS AND ANY OTHER AREAS WiTH PLUMBING TO BE GFi. - DUPLEX RECEPTACLES TO 5E MOUNTED 12" ABOVE SUBFLOOR, UNLESS NOTED OTHERWISE. MEASURE OUTLET HEIGHT TO CENTERLINE, TYP. 'HM' ON PLANS INDICATES HORIZONTALLY MOUNTED. - LiGHT SWITCHES MOUNTED 42" FROM FLOOR TO TOP OF BOX, UNLESS NOTED OTHERWISE. - VERIFY ALL LIGHTING IN iN TENANT SPACE MEETS 'MEANS OF EGRESS LIGHTING' REQUIREMENTS PER SECTION 1008.2. INSTALL OCCUPANCY SENSORS. LIGHTING: - LIGHTING FiXTURE SELECTIONS ARE NOTED ON ELECTRICAL DRAWINGS; REFER TO FiXTURE SCHEDULE FOR SPECIFIC MANUFACTURER AND MODEL NUMBER. FIXTURES NOT SPECIFICALLY DESIGNATED WiLL BE LISTED AS 'TO 5E SELECTED" AND ALLOCATED AN ALLOWANCE. VERIFY ALL SUB5TiTUT10NS. - VERIFY ALL FiXTURE AVAILABILITY AND PRICES PRiOR TO PROCEEDING. -VERIFY ALL NEW LIGHTING FIXTURES WiTH CLIENT HVAC SYMBOLS R 2'X2' RETURN AiR S 2'X2' SUPPLY AiR D 2'X2' DIFFUSER CL CL WiN WiN PARTIAL MAIN FLOOR REFLECTED CEILING PLAN SCALE:1/4" = 1'-0" NOTES: 1. VERIFY EXISTING RECEPTACLE AND SWTCHiNG LOCATIONS FOR POSSIBLE REUSE. INSTALL NEW AS NEEDED TO SATISFY CODE REQUIREMENTS. 2. ADDITIONAL RECEPTACLES MAY BE REQUIRED PER CODE. ELECTRICIAN TO CONSULT ARCHITECT/OWNER FOR ADDITIONAL LOCATIONS iF REQUIRED. 3. DEMO LIGHTING PER PLAN, PREP FOR REPLACEMENT PER PLAN. 4. PERFORM WALK THROUGH WiTH OWNER/BUILDER PRIOR TO INSTALLATION TO CONFIRM ALL LOCATIONS. 5.20181BC 1008.2 ILLUMINATION REQUIRED: THE MEANS OF EGRESS SERVING A ROOM OR SPACE SHALL BE ILLUMINATED AT ALL TIMES THAT THE ROOM OR SPACE 15 OCCUPIED 6. 20181BC 1008.2.11LLUMiNATION LEVEL UNDER NORMAL POWER: THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOTCANDLE (11 LUX) AT THE WALKING SURFACE 7.2018 iBC 1008.3 EMERGENCY POWER FOR ILLUMINATION: THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMiS' ELECTRICAL SUPPLY 8. iBC 1000.3.4 DURATION: THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNiT EQUIPMENT OR AN ON -SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE iN ACCORDANCE WiTH SECTION 2702 9. OCCUPANCY SENSOR CONTROLS TO BE CONFIGURED TO TURN LUMINAIRES 100% OFF WHEN THE SPACE 15 UNOCCUPIED 10. OCCUPANCY SENSORS TO BE CONFIGURED TO AUTOMATIC ON TO NOT MORE THAN 50% POWER 11. CONTRACTOR TO VERIFY THAT NO 20AMP CiRCUiT CONTROLLED BY A SINGLE SWITCH OR AUTOMATIC CONTROL 15 LOADED BEYOND 80%. 12. PROJECT CLOSE OUT DOCUMENTATION 15 REQUIRED INCLUDING WSEC LIGHTING COMPLIANCE REPORTS THAT DOCUMENT ALL INTERIOR AND EXTERIOR LIGHTING AREA AND/OR SURFACE TYPES, LIGHTING POWER ALLOWANCE AND INSTALLED DENSITIES. r� V J co U) o N W Z 0 0 00 Q U) C 0 LU 0 G 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H I T E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 1 /19/2024 RECEIVED Jan 24 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PERMIT SET ELECTRICAL PLAN E1.0