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REV1 APPROVED BLD2024-0095+Architectural_Plan+7.24.2024_5.40.29_PM+4400109GENERAL NOTES PROJECT INFORMATION THESE DRAWINGS ARE THE PROPERTY OF H21), 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 (iBC), 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 13E REQUIRED FOR PLUMBING, ELECTRICAL, AND/OR MECHANICAL WORK AS APPLiCADLE. -A COPY OF THE APPROVED PERMIT PLANS MUST BE ON THE JOB 51TE DURING CONSTRUCTION. -NO CHANGES SHALL 13E 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 1N THE DRAWINGS OR FROM THE CODES ARE NOTED, ARCHITECT 15 TO BE NOTIFIED IMMEDIATELY. -ALL CHANGES MADE BY THE CONTRACTOR SHALL BE 5UBMiTTED 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 RESPONSIBLE FOR THE PERFORMANCE AND WEATHERPROOFING OF THE ENTIRE BUILDING, iTS COMPONENT EQUIPMENT, AND PARTS. -ALL STRUCTURAL SYSTEMS SUCH AS WOOD TRUSSES WHICH ARE TO DE COMP05EP OF COMPONENTS TO DE FIELD ERECTED SHALL 5E 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 DE REMOVED FROM THE PREMISES AND DISPOSED OF BY THE CONTRACTOR. THE PREMISES SHALL BE LEFT CLEAR AND CLEAN TO THE SAT15FACTION OF THE OWNER. -CONTRACTOR SHALL DESIGN AND INSTALL SHORING AS REQUIRED TO PERFORM WORK. ENGINEERING, CONSTRUCTION AND SAFETY OF THE SHORING SHALL DE THE RE5PONSOILiTY 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 501L OF 2,000 PSF DEARiNG 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 RE5PONSiDIL1TY iN VERiFYiNG THE ACCURACY OF ENGINEERING DATA SUPPLIED BY OTHERS. 4. VENTILATION: -EVERY OCCUPIED SPACE SHALL 5E VENTILATED BY 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 BE 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 iMC 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 1NCLUDiNG 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 W1HT SECTION .1 THROUGH SECTION 2406.1.4. SPACES WHERE CEILING FINISHES ARE DIRECTLY INSTALLED TO JOISTS, AND ANY OTHER WALL OR CEILING SURFACES WHICH RECEIVE-SLiDiNG GLASS DOORS TO BE 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: -13UILPINGS OR PORTIONS THEREOF SHALL 13E PROVIDED WiTH A MEANS OF EGRESS SYSTEM AS REQUIRED BY i13C CHAPTER 10. -ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION SHALL CONFORM TO 113C REQUIREMENTS AND THE WASHiNGTON STATE ENERGY 12. FIRE SAFETY: CODE, LATEST EDITION. VERIFY ALL CONDITIONS BEFORE PROCEEDING WiTH WORK. -FIRE PROTECTION SYSTEMS TO MEET 113C CHAPTER 9 REQUIREMENTS -APPLICATION AND INSTALLATIONS OF INSULATION AND VAPOR BARRIERS 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 BY THE WASHiNGTON STATE -TO BE INCOMPLIANCE WiTH i13C CHAPTER 7, SECTION 707. ENERGY CODE, LATEST EDITION. -FIRE BARRIERS SHALL EXTEND FROM THE TOP OF THE FOUNDATION OR FLOOR/CEILING ASSEMBLY TO BELOW THE UNDERSIDE OF THE 7. EXIT SIGNS: FLOOR OR ROOF 5HETHiNG, SLAB OR DECK ABOVE AND SHALL BE SECURELY ATTACHED THERETO. -TO BE iN COMPLIANCE WiTH 15C 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 DOORS SHALL BE MARKED BY AN APPROVED EXiT SiGN V15113LE 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 N051NGS iN ACCORDANCE WiTH RESISTANCE RATED EXTERIOR WALL ASSEMBLY SHALL BE 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 1DC -TO BE iN COMPLIANCE WiTH i13C CHAPTER 9, SECTION 906 AND NFPA 10. SECTION 1014. -SIZE AND PISTRiBUTiON OF PORTABLE FiRE EXTINGUISHERS SHALL BE iN COMPLIANCE WiTH SECTIONS 906.3.1 THROUGH 906.3.4 -HANDRAIL HEIGHT SHALL BE UNIFORM, NOT LE55 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 i13C 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 5LA13 AND BASEMENT WALL. -ROOF AND CEILING INSULATED WiTH R-38C1 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 JOIST SPACE. WHERE CONTINUOUS VENTING WiTH A J015T SPACE 15 INTERRUPTED 5Y A HEADER (FOR GUARANTEE THE ACCURACY OF ANY ORIGINAL BUILDING DOCUMENTS INCLUDED WiTH THiS SUBMITTAL. EXAMPLE AT A SKYLIGHT OR Hit), 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 PERMITS AS BIDDER DESIGN -SLAB-ON-GRADE: PROVIDE EXTRUDED RIGID CLOSED CELL R-1 iNSULATiON. INSULATION TOPR ViDE THERMAL 13 EAK BE WEEN ITEMS. SLAB AND FOOTING AND RUN FROM THE TOP OF THE SLAB TO THE BOTTOM OF THE FOOTING. INSULATION MAY BE INTERRUPTED FOR 6" -PROVIDE OR MODIFY AS NEEDED SPRINKLER, ALARM AND SMOKE DETECTION SYSTEM PER Al2PLiCA13LE CODES, INCLUDING iF NECESSARY EVERY 2'-0" TO ALLOW FOR DOWELING TO TiE SLAB AND FOOTING TOGETHER. FiRE HORNS, STROBE LIGHTS, CONTROL PANEL CONNECTIONS, SMOKE DETECTORS, AUDO VISUAL ALARMS. SUBMIT SHOP DRAWING TO THE FiRE MARSHALL AND ARCHITECT FOR APPROVAL OR AS REQUIRED PER LOCAL JURISDICTION. ❑ J I I AS BUILT - PARTIAL WEST ELEVATION SCALE:1/5" = 1'-O" AS BUILT - PARTIAL EAST ELEVATION REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION ffri,& C4wfe.,r PROJECT OWNER: THE PORT OF EDMONDS 336 ADMIRAL WAY EDMONDS WA 98020 PROJECT ARCHITECT: HEiDi HELGESON PROJECT DESIGNER: LISA MONTALVO, CRiSTY WELLER H2D ARCHITECTURE + DESIGN 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 STRUCTURAL ENGINEER: DENNIS TITUS CG ENGINEERING PLLC 250 4TH AVENUE SOUTH, SUITE 200 EDMONDS, WA 98020 425-778-8500 PROJECT DESCRIPTION: REPAIR/REPLACE EXISTING ATRIUM SKYLIGHTS W/ FRAMED WALLS AND ROOF PROJECT ADDRESS: 110 WEST DAYTON ST TAX LOT NUMBER: 27032300408100 LEGAL DESCRIPTION: SEC 23 TWP 27 RGE 03LOT 3 HARBOR SQUARE 135P REC VOL 1 OF 135P'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: EX15TiNG: GROUP 13-2 AND GROUP D-4 *NO CHANGE PROPOSED *NO CHANGE PROPOSED TO OCCUPANT LOAD DESCRIPTION BUSINESS, RETAIL, AND WAREHOUSE nF BI15iW55: *NO CHANGE PROPOSED EXISTING BUILDING TYPE V -1 HK 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 BUILDING HEIGHT 75' INFORMATION: NO CHANGE PROPOSED, EXISTING TO REMAIN AREA OF WORK: TOTAL BUILDING SF: 17,051 SF 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 BUILDING 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 BLD2024-0095 iii.i.i.ii.iii.ii.ii /././ jj%/.� =�w� v�M S J ST DAYTON ST SiTE r w / _90) c\] f:2" ' I y r� V 0 J m U) o N W Z Q 0 00 Q U) 0 v co w O G 0 o 0 LU Q I 9716 REGISTERED ARCHITECT GST DI MICHELLE HELGESON ATE OF WASHINGTON ra t--,% ",I 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 REV 1: 7/24/2024 PERMIT SET PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, AS -BUILT PLANS REVISION Jul 26 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SCALE:1/8" = 1'-0" N BUILDING OFFICIAL VICINITY MAP (NTS) Aug 01 2024 APPROVED DATE 1 01 BUILDING SECTION iNTERiOR EXTERIOR R-10 FOAM 9 HEADER TYP TYP EXTERIOR HEADER PER WALL ASSEMBLY 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 TYP WINDOW HEAD TYP EXTERIOR WALL ASSEMBLY SELF-ADHESIVE WATERPROOF MEMBRANE INSTALL PER DETAIL iNT. TRiM PER TYP DETAIL 1/2" GWB TYP WINDOW JAMB 3 1=1-0 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" -0" TYPICAL WINDOW NOTE: 1. INSTALL BACKER ROD AND/OR FOAM INSULATION C� ANY GAP BETWEEN WINDOW AND ROUGH FRAME, TYP CONTiNU0U5 MTL HEAD FLASHING WiTH DRiP 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 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 OF 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. 9. TAPE THE SiDE FLANGES TO THE WRB. WINDOW LATER. 10. TAPE THE WRB TO THE TOP FLANGE 4. FOLD BACK THE OTHER TWO EDGE5 OF THE WRB 11. 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 SiLL/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. 1T 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 A5: BASE TO MAT( EXISTING, TYP WINDOW PER WINDOW SCHEDULE F1Ni5H FLOORING 5/4x_ WOOD SiLL, CONFIRM FiNiSH W/ PORT OF EDMONDS TYP I NT. WN DW TRIM TYP BASE D�TL r =1'-0" 8 3/4" =1'-0'' EW ROOF A55EMLY OP OF FRAMING 0 ALIGN W% TOP OF EX XTERiOR WALL, MATCH LOPE JEW iNFiLL WALL `,SSEMLY EXISTING ROOF ASSEMBLY EXiSTiNG WALL ASSEMBLY EX ADJ. SPACE EX NEW EX15TING FLOOR ASSEMBLY EX ADJ. SPACE =1 kIZvi EXISTING FLOOR ASSEMBLY BUILDING SECTION TYP FLASHING DETAIL r=1'-0" TYP NEW EAVE ASSEMBLY 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 NEW ROOF A55EMB1-Y TOP OF FRAMING TO ALIGN W/ TOP OF EX EXTERIOR WALL, MATCH + SLOPE o REPLACE HEADER PER 0 STRUCTURAL EXISTING STOREFRONT DOOR & WINDOWS TO REMAIN EX BEAM I I I TYP NEW ROOF A55EM13LY REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Erie Coo&� AugBUILDING OFFICIAL 01 2024 APPROVED DATE MITER CORNER 1x4 WD TRiM LiNE OF DOOR JAMB, TYP DOOR PER DOOR SCHEDULE TYP I NT. DOOR TRIM r =1'-O" *VER TO MATCH EX TRiM DETAIL I 2X EAVE FRAMING PER STRUCTURAL I I METAL DRiP EDGE, TYP EX BEAM — I METAL GUTTER TO MATCH EX, TYP _ _ — EX WALL 2 I __—__--- BEYOND A3.0 5/4X10 PRE -PRIMED EXT. RATED 3.0 \ WD FASCIA, PAINTED EXT RATED SOFFIT TO MATCH + EXISTING, PAINTED N 4 y i I I TYP NEW EXTERIOR WALL A55EM13LY I TYP EX ROOF ASSEMBLY -EXISTING ROOFING MATERIAL -EXISTING ROOFING W.R.B. -EXISTING SHEATHING -EXISTING FRAMING -EXISTING INSULATION -EXISTING FiNiSH 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 13AY5 -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 1 HR INTERIO -STANDING SEAM METAL ROOF, INSTALL PER MFR REQ'TS -iCE & WATER SHIELD WEATHER RESISTIVE BARRIER AND UNDERLAYMENT PER MANUFACTURER -CDX PLYWOOD SHEATHING PER STRUCTURAL -FRAMING PER STRUCTURAL -R38 RIGID INSULATIO�'X -2 LAYERS 5/8" TYPE "GWB -PVA PRIMER TYP EAVE A55EMBLY PER DETAIL / \ � INSTALL COR-A-VENT AT TOP AND BOTTOM OF RAiNSCREEN, TYP HEADER PER STRUCTURAL R-10 RiGiD INSULATION Cad HEADER TYP TYP NEW EXT. WALL ASSEMBLY (1 HR INTERIOR) -SiDiNG PER ELEVATIONS, INSTALL PER MFR REQTS -3/4" VENTED AiR SPACE WiTH 3/4" VERTICAL P.T. FURRING STRIPS 916" O.C. (ALIGN W/ EXISTING A55EMB1-Y) -WEATHER RESISTIVE BARRIER: HENRY BLUESKiNVP100 W.R.B. BUILDING WRAP OR APPROVED EQUAL -CDX PLYWOOD SHEATHING PER STRUCTURAL -FRAMING PER STRUCTURAL -R-21 GATT INSULATION -2 LAYERS TYPE "X" GWB (FROM CONC. FLOOR TO ROOF FRAMING) -PVA PRIMER EX GRADE RAiNSCREEN, TYP EXISTING FOOTING DRAIN TO REMAIN RE\ EXISTING CONCRETE FOUNDATION AND FOOTING OR PER STRUCTURAL TYP EX MAIN FLOOR ASSEMBLY -EXISTING FiNiSH FLOOR -EXiSTiNG CONCRETE SLAB ON GRADE -EX SUBGRAPE rC'7n V 0 J In U) o N LLJ Z O 0 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 S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.2065423734 www.h2darc h i tects.c om DATE: 1 /19/2024 REV 1: 7/24/2024 PERMIT SET BUILDING AND WALL SECTIONS A3.0 WALL SECTION SCALE: 1/2" = 1' 0"