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APPROVED ENG PLN BLD2024-0094+Architectural_Plan+1.22.2024_4.54.45_PM+4013542GENERAL NOTES PROJECT INFORMATION THESE DRAWINGS ARE THE PROPERTY OF H2D, LLC. ANY REPRODUCTIONS MUST BE AUTHORIZED 5Y 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 DUiLPING CODE (1DC), 2018 SEATTLE 13UILPING 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 SiTE 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 OM1551ONS 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 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 5Y THE CONTRACTOR. THE PREMISES SHALL BE LEFT CLEAR AND CLEAN TO THE SATISFACTION OF THE OWNER. -CONTRACTOR SHALL DESIGN AND INSTALL SHORING AS REQUIRED TO PERFORM WORK. ENGINEERING, CONSTRUCTION AND SAFETY OF THE SHORING SHALL BE THE RE5PON5113iLiTY OF THE CONTRACTOR. 3. SOILS: -NO GROUND WORK PROPOSED -1F REQUIRED: FOUNDATION DESIGN BASED ON AN ASSUMED AVERAGE SOIL SEARING 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 RE5PON51B1L1TY 1N VERIFYING THE ACCURACY OF ENGINEERING DATA SUPPLIED BY OTHERS. 4. VENTILATION: -EVERY OCCUPIED SPACE SHALL BE 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 DISCHARGED 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 1MC SECTION 502 -COMMECRiAL KITCHEN HOOD, VENTILATION SYSTEM DUCTS, AND EXHAUST EQUIPMENT TO COMPLY WiTH 1MC SECTIONS 506 & 507. 5. GLAZING: -TO SE iN COMPLIANCE WiTH 113C CHAPTER 24 AND WASHiNGTON STATE SAFETY GLASS LAW -GLAZING IN LOCATIONS SUBJECT TO HUMAN IMPACT INCLUDING MIRRORS AND GLAZING iN HAZARDOUS LOCATIONS AS DEFINED iN SEC 2406.4 SHALL COMPLY WiHT SECTION 2406.1.1 THROUGH SECTION 2406.1.4. -SLIDING GLASS DOORS TO BE SAFETY GLAZING, LAMINATED OR TEMPERED GLASS. -ALL EXTERIOR WALL GLAZING SHALL BE DOUBLE GLAZED, UNLESS NOTED OTHERWISE, AND COMPLY WiTH STATE OF WASHiNGTON ENERGY CODE. 6. ENERGY: -ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION SHALL CONFORM TO 113C REQUIREMENTS AND THE WASHiNGTON STATE ENERGY CODE, LATEST EDITION. VERIFY ALL CONDITIONS BEFORE PROCEEDING WiTH WORK. -APPLICATION AND INSTALLATIONS OF INSULATION AND VAPOR BARRIERS SHALL COMPLY WiTH STATE OF WASHiNGTON THERMAL INSULATION STANDARDS. -CONTRACTOR TO PERFORM BUILDING AiR LEAKAGE TESTING AND DUCT LEAKAGE TESTING AS REQUIRED BY THE WASHiNGTON STATE ENERGY CODE, LATEST EDITION. 7. EXIT SIGNS: -TO BE iN COMPLIANCE WiTH i13C CHAPTER 10, SECTION 1013 -EXITS AND EXiT ACCE55 DOORS SHALL BE MARKED BY AN APPROVED EXiT SiGN ViSi13LE FROM ANY DIRECTION OF EGRESS PATH OF TRAVEL TO EXITS AND WiTHiN EXITS SHALL BE MARKED BY READILY ViSi13LE EXiT SiGN TO INDICATE DIRECTION OF EGRESS TRAVEL. 8. STAIRS: -MiNiMUM HEADROOM 6-8" MEASURED VERTICALLY FROM A LiNE CONNECTING THE EDGE OF THE NOSiNGS iN ACCORDANCE WiTH SECTION 1011.3; MiNiMUM TREAD 11"; MAXIMUM RISER 7" -HANDRAIL: UNLE55 SPECIFICALLY EXEMPT, STAIRWAYS SHALL HAVE HANDRAILS ON EACH SiDE AND SHALL COMPLY WiTH iBC SECTION 1014. -HANDRAIL HEIGHT SHALL BE UNIFORM, NOT LESS THAN 34" AND NOT MORE THAN 381, -HANDRAIL MUST COMPLY WiTH SECTION 1014. 9. INSULATION: -INSULATION TO MEET THE CURRENT WASHiNGTON STATE ENERGY CODE REQ'TS FOR TABLE C402.1.3 AND SECTION C402. -WALLS TO BE INSULATED WiTH MiNiMUM R-21 INSULATION. BELOW GRADE WALLS TO BE INSULATED WiTH MiNiMUM R-21 INSULATION, ALLOW FOR THERMAL BREAK BETWEEN FLOOR SLAB 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.. -ROOF: ALLOW FOR A MiNiMUM 1" CLEAR BETWEEN TOP OF INSULATION AND BOTTOM OF SHEATHING FOR VENTING. VENTING 15 REQUIRED iN EACH JOIST SPACE. WHERE CONTINUOUS VENTING WiTH A JOIST SPACE 15 INTERRUPTED BY A HEADER (FOR 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. -FLOORS: INSULATED WiTH R-30 GATT INSULATION OVER UNHEATED SPACE UNLESS NOTED OTHERWISE. -SLAB-ON-GRADE: PROVIDE EXTRUDED RIGiD CLOSED CELL R-10 INSULATION. INSULATION TO PROVIDE THERMAL BREAK BETWEEN SLAB AND FOOTING AND RUN FROM THE TOP OF THE SLAB TO THE BOTTOM OF THE FOOTING. INSULATION MAY BE INTERRUPTED FOR 6" EVERY 2'-0" TO ALLOW FOR DOWELING TO TiE SLAB AND FOOTING TOGETHER. ME171 Ll E LILIE ------------ ------------------------- AS BUILT NORTH ELEVATION SCALE:1/8" = 1'-0" PARTIAL AS BUILT - MAIN FLOOR SCALE:1/8" = 1'0'' 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. 10. VAPOR BARRIERS:- -AN APPROVED VAPOR BARRIER SHALL BE INSTALLED AT EXTERIOR WALLS AND AT ALL ROOF DECKS, BELOW ENCLOSED JOIST SPACES WHERE CEILING FINISHES ARE DIRECTLY INSTALLED TO JOISTS, AND ANY OTHER WALL OR CEILING SURFACES WHICH RECEIVE INSULATION. THiS VAPOR BARRIER MAY BE A COMPONENT OF THE INSULATION MATERIAL. APPLICATION AND INSTALLATIONS OF INSULATION AND VAPOR BARRIERS SHALL COMPLY WiTH STATE OF WASHiNGTON THERMAL INSULATION STANDARDS. 11. EGRESS: -BUILDINGS OR PORTIONS THEREOF SHALL BE PROVIDED WiTH A MEANS OF EGRESS SYSTEM AS REQUIRED BY i13C CHAPTER 10. 12. FIRE SAFETY: -FIRE PROTECTION SYSTEMS TO MEET 113C CHAPTER 9 REQUIREMENTS -EXISTING FiRE SPRINKLER SYSTEM TO REMAIN; REVISE AS REQUIRED. 13. FIRE BARRIERS: -TO BE INCOMPLIANCE WiTH i13C CHAPTER 7, SECTION 707. -FIRE BARRIERS SHALL EXTEND FROM THE TOP OF THE FOUNDATION OR FLOOR/CEILING ASSEMBLY TO BELOW THE UNDERSIDE OF THE FLOOR OR ROOF SHETHiNG, SLAB OR DECK ABOVE AND SHALL BE SECURELY ATTACHED THERETO. -JOINTS MADE iN OR BETWEEN FiRE BARRIERS AND JOINTS MADE AT THE INTERSECTION OF FiRE BARRIERS WiTH UNDERSIDE OF A FiRE- RE515TANCE-RATED FLOOR OR ROOF SHEATHING, SLAB OR DECK ABOVE, AND THE EXTERIOR VERTICAL WALL INTERSECTION SHALL COMPLY WiTH SECTION 715. -VOIDS CREATED AT THE INTERSECTION OF A FiRE BARRIER AND NONFiRE-RESISTANCE-RATED ROOF ASSEMBLY OF A NONFiRE- RE5i5TANCE RATED EXTERIOR WALL ASSEMBLY SHALL BE FILLED. 14. PORTABLE FIRE EXTINGUISHERS: -TO BE iN COMPLIANCE WiTH i13C CHAPTER 9, SECTION 906 AND NFPA 10. -SIZE AND DISTRIBUTION OF PORTABLE FiRE EXTINGUISHERS SHALL BE iN COMPLIANCE WiTH SECTIONS 906.3.1 THROUGH 906.3.4 -MAXIMUM P15TANCE OF TRAVEL TO EXTINGUISHERS: 75 FEET 14. PANIC HARDWARE: -TO COMPLY WiTH i13C 2015 CHAPTER 10, SECTION 1010 -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 -THE MAXIMUM UNLATCHING FORCE SHALL NOT EXCEED 15 POUNDS 15. EXISTING DRAWINGS: -ANY ORIGINAL CONSTRUCTION DRAW1NG51NCLUDED WiTH THIS SUBMITTAL ARE FOR INFORMATIONAL PURPOSES ONLY. H2D, LLC CANNOT GUARANTEE THE ACCURACY OF ANY ORIGINAL BUILDING DOCUMENTS INCLUDED WiTH TH15 5UBMiTTAL. 16. SEPARATE SUBMITTALS: -HVAC, PLUMBING, RACKS, ELECTRICAL AND FiRE ALARM/SUPPRESSION SYSTEMS ARE UNDER SEPARATE PERMITS AS BiDDER DESIGN ITEMS. -PROVIDE OR MODIFY AS NEEDED SPRINKLER, ALARM AND SMOKE DETECTION SYSTEM PER APPLICABLE CODES, INCLUDING iF NECESSARY 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. PARTIAL AS BUILT WEST ELEVATION SCALE:1/8" = 1'-0" PARTIAL AS BUILT -UPPER FLOOR SCALE:1/8" = 1'-0" PROJECT OWNER: THE PORT OF EDMONDS 336 ADMIRAL WAY EDMONDS WA 98020 PROJECT ARCHITECT: HEiDi HELGESON PROJECT DESIGNER: LiSA MONTALVO, CRiSTY WELLER H21) ARCHITECTURE + DESIGN 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 STRUCTURAL ENGINEER: DENNIS TITU5 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: 180 WEST PAYTON 5T TAX LOT NUMBER: 2703230040200 LEGAL DESCRIPTION: SEC 23 TWP 27 RGE 03LOT5 4A & 413 HARBOR SQUARE 135P REC VOL 1OF BSP'S PGS 164 THRU 166 AF NO 8908155001 BEING A PTN OF GOVT LOT 3 EXC BLDG ONLY ON 232703-4-012-0106 LAND USE CODE COMPLIANCE STATISTICS ZONE: CG OCCUPANCY: EXISTING: GROUP 5-2 AND GROUP B-4 *NO CHANGE PROPOSED *NO CHANGE PROPOSED TO OCCUPANT LOAD DESCRIPTION BUSINESS, RETAIL, AND WAREHOUSE nF 13I15iNF55- *NO CHANGE PROPOSED EX15TiNG BUILDING TYPE iii -1 HR CONSTRUCTION TYPE: *NO CHANGE PROPOSED EXISTING FiRE EXISTING FiRE SPRINKLER SYSTEM TO REMAIN PROTECTION: LOT COVERAGE: LOT AREA: EXISTING BUILDING: ALLOWED LOT COVERAGE (65' HEIGHT OR LESS) NO CHANGES PROPOSED* REQ'D SETBACKS: STREET: 10 FT SiPE: 15' NO CHANGE PROPOSED, EXISTING TO REMAIN PARKING: EXISTING PARKING SPACES TO REMAIN BUILDING HEIGHT 75' INFORMATION: NO CHANGE PROPOSED, EXISTING TO REMAIN ENERGY CREDIT INFORMATION *NO CHANGE TO EX CONDITIONED SPACE. NOT REQUIRED SHEET INDEX d 02 A1.0 A1.2 A2.0 A3.0 E1.0 51.1 52.1 53.1 54.1 City Of Edmonds Building Department ----------------------------------------------------- Work EXTERIOR REMODEL '--------------------------------------------------' ---------------- Address 180 W DAYTON ST Owner HARBOR SQUARE BLDG 4 ------------------------- Approved Date 02/05/2024 Building Official ffr .0 ----- ------------ Permit Number:: BLD2024-0094 --------------------------------------- ENGINEERING DIVISION APPROVED AS NOTED w4AtK,jmt 02/29/2024 The following documentation shall be available on site for the building inspector: '[:]COE ❑COE APPROVED ARCHITECTURAL PLAN SET ■ : ❑x COE APPROVED STRUCTURAL PLAN SET ■ ❑ COE REVIEWED CALCULATION PACKET ❑ ENERGY CREDIT WORKSHEET ❑ SITE PLAN ; ■ ❑ CIVIL PLAN i ?LAN MUST BE = ON JOB I T E 0 CITY OF EDMONDS BUILDING DEPARTMENT 2021 ; ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED 4782&8.8 5F 12,928.5 SF NO LIMiT ...OK PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, A5-13UILT PLANS, A5 BUILT ELEVATIONS SiTE PLAN PARTIAL MAiN FLOOR AND PARTIAL UPPER FLOOR DEMOLITION PLANS PARTIAL MAiN & UPPER FLOOR PLANS; PARTIAL ROOF PLAN; WINDOW SCHEDULE EXTERIOR ELEVATIONS BUILDING AND WALL SECTIONS PARTIAL MAiN AND UPPER FLOOR REFLECTED CEILING PLANS STRUCTURAL NOTES MAiN FLOOR AND UPPER FLOOR FRAMING PLAN WOOD FRAMING DETAILS ROOF FRAMING DETAILS Nothing in the permit approval process shall be interpreted as allowing or permitting the maintenance APPROVED BY PLANNING of any currently existing illegal, nonconforming or Feb 092024 unpermitted building, structure or site condition which is outside the scope of the permit application, regardless of whether such building, structure or condition is shown on the site plan or drawing. Such building, structure or condition may be the subject of a separate enforcement action. / V 441 / SS T DAYTON 5T iiii4.�./ SITE r w ' o u) In N VICINITY MAP (NTS ll1 r� V 0 J CD N W Q 0 00 Q Q D 0 (n CY � 0 C) W Z O / O. > O � 0 W ry I 9716 REGISTERED ARCHITECT GHEIDIMICHELLE 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 /12/2024 RECEIVED Jan 24 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PERMIT SET PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, AS -BUILT PLANS 01 PARTIAL MAIN FLOOR DEMOLITION PLAN SCALE:1/4" = 1'-0" 0 EXISTING r I DEMO NOTE: 1. ALL SHORING TO BE THE RE5PON51131LiTY OF THE BUILDER. 2. CONSULT ARCHITECT AND STRUCTURAL ENGINEERING WiTH ANY QUESTIONS. 3. REFER TO STRUCTURAL ENGINEERING. PARTIAL UPPER FLOOR DEMOLITION PLAN \1i r� V r) J O N W 0 O 00 cy) N Q � Q D U) c 0 C) W Z ry 3: 7-> O c) 0 W ry Q I 9716 REGISTERED ARCHITECyTT l — HEIDI MICHELLE HELGESON STATE OF WASHING TON 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 /12/2024 RECEIVED Jan 24 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PERMIT SET MAIN & UPPER FLOOR DEMOLITION PLANS SCALE:1/4" = 1'-0" NOTE: 0 EXISTING 1. ALL SHORING TO BE THE RESPON5iB1LiTY OF THE BUILDER. r I DEMO 2. CONSULT ARCHITECT AND STRUCTURAL ENGINEERING WiTH ANY - - QUESTIONS. 3. REFER TO STRUCTURAL ENGINEERING. A1.0 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 EXTINGUISHERS OF CLASS AND TYPE AS REQUIRED DY 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, EXISTING EGRESS, OR OCCUPANCY PROPOSED. 7. DRYWALL FiNiSH TO MATCH EXISTING. REPAINT OFFICE A AND OFFICE B. PORT OF EDMONDS TO PROVIDE COLOR SELECTIONS. GROSS FLOOR AREA (MEASURED FROM INSIDE OF EXTERIOR WALLS) EXISTING MAiN FLOOR AREA 12,814 SF *NO CHANGE PROPOSED WINDOW SCHEDULE ID ROUGH OPENING *SEE NOTE 1 ROUGH HEAD FROM SUBFLR. TYPE OPER AREA (SF) NOTES U-VAL WIDTH HEIGHT MAiN FLOOR 01 7-6" 3'-6" 6'-10" A H.S. 26.25 0.30 02 5'-0" 3'-6" 6'-10" B H.S. 17.50 0.30 03 5'-0" 3'-6" 6'-10" B H.S. 17.50 0.30 04 9'-0" 3'-6" 6'-10" A H.S. 31.50 0.30 UPPER FLOOR 05 7-6" 3'-6" 7'-211 1 A I H.S. 26.25 1 VERIFY HEAD HEIGHT TO MATCH EXISTING 0.30 TOTAL EXTERIOR WINDOW AREA: 119.00 NFRC 100 LABELED AND CERTIFIED BY THE MANUFACTURER MANUFACTURER: MATCH EXISTING ALUMINUM CLAD WINDOWS SERIES: VERIFY TO MATCH STYLE/COLOR OF BUILDING 3 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. w 0 w -� E -� U N IY w I, PER SCHEDULE Ofi Ef;R ABILITY KEY A = AWNING C = CASEMENT H.S. = HORIZONTAL SLIDER P = PICTURE 5.H. = SINGLE HUNG H = HOPPER PER SCHEDULE PARTIAL UPPER FLOOR PLAN SCALE:1/4" = P-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 EXTINGUISHERS OF CLASS 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, EXISTING EGRESS, OR OCCUPANCY PROPOSED. 7. DRYWALL FiNiSH TO MATCH EXISTING. REPAINT OFFiCE.PORT OF EDMONDS TO PROVIDE COLOR SELECTIONS. GROSS FLOOR AREA (MEASURED FROM INSIDE OF EXTERIOR WALLS) EXISTING UPPER FLOOR AREA 5,912 SF *NO CHANGE PROPOSED PARTIAL ROOF PLAN SCALE:1/4" = 1'-0" r� V r) J O N W 0 O 00 cy) N Q � Q D U) c 0 C) W Z ry 3: 7-> O c) 0 W ry Q I 9716 REGISTERED ARCHITECT �• l HEIDI MICHELLE HELGESON STATE OF WASHING rm - t-o"% I 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 /12/2024 RECEIVED Jan 24 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PERMIT SET PARTIAL MAIN & UPPER FLOOR PLANS, PARTIAL ROOF PLAN, WINDOW SCHEDULE A 0 EXISTING ROOF ® NEW ROOF Al . 1 NORTH ELEVATION SCALE:1/4" = 1'-O" EXISTING PAINTED rnwr,.q =rr: 1=xrr:ginp PARTIAL WEST ELEVATION SCALE:1/4" = 1'-O" NEW 22 GAUGE STANDING SEAM -J V I I ll I I I I L I. FIBER CEMENT PANEL SIDING, PAINTED; PORT OF EDMONDS TO SPECIFY PAINT COLOR. NO CHANGE TO SOUTH OR EAST ELEVATIONS PROPOSED r� V J C) N W 0 O 00 cy) N Q � Q D U) c 0 C) W Z ry 3: 7-> O c) 0 W ry Q I 9716 REGISTERED ARCHITECT X�l G4. HEIDI MICHELLE HELGESON STATE 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 /12/2024 RECEIVED Jan 24 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PERMIT SET EXTERIOR ELEVATIONS A2.0 1 A3.0 iNTERiOR R-10 FOAM 9 HEADER TY HEADER PER STRUCTURAL, TYPE 1/2" GWB------- iNT.TRiM PER TYP DETAIL WINDOW LINER WINDOW PER WINDOW SCHEDULE NEW ROOF A55EMBLY- 13TM OF EAVE FRAMING + TO ALIGN W/ TOP OF EX EXTERIOR WALL, MATCH SLOPE NEW iNFiLL WALL NEW ROOF ASSEMBLY REFER TO STRUCTURAL FOR ROOF CONNECTION TO EXISTING CONCRETE TiLT UP WALL + O O NEW iNFiLL WALL A55EMBLY EXTERIOR -TYP EXTERIOR WALL ASSEMBLY -SELF-ADHESIVE WATERPROOF MEMBRANE INSTALL PER DETAIL -CONTINUOUS MTL FLASHING OVER EXT HEAD TRiM, TYP EXT HEAD TRiM PER TYP DETAIL TYP W I N DOW HEAD 1'-0�� TYP EXTERIOR WALL ASSEMBLY EXT. TRiM PER TYP DETAIL SELF-ADHESIVE WATERPROOF MEMBRANE INSTALL PER DETAIL iNT. TRiM PER TYP DETAIL 1/2" GWB TYP WINDOW JAMB 31" 110" SiLL PER TYP DETAIL EXT SiLL W/ SLOPE & DRiP PER TYP DETAIL SELF-ADHESIVE WATERPROOF MEMBRANE, INSTALL PER DETAIL TYP EXTERIOR WALL A55EM13LY iNTERiOR EXTERIOR TYP WINDOW SILL 4 1" =1'-0" TYPICAL WINDOW NOTE: 1. INSTALL BACKER ROD AND/OR FOAM INSULATION Cad ANY GAP BETWEEN WINDOW AND ROUGH FRAME, TYP 5/40 PRE -PRIMED EXTERIOR EX NEW 41/2 +/- �w 'z + w - z Q c) w NEW EX w EX ROOF ASSEM13L OFFICE EX WALL ASSEMBL EX FLR ASSEMBL + CV � z + OFFICE B LD N x Lu EX WALL A5 EMBLY + EX FLR A55gMBLY BUILDING SECTION SCALE:1/4" = 1' O" TAPE WEATHER RESISTIVE BARRIER G INSTALLED WINDOW -------------- WATERPROOF AIRTIGHT TAPE WEATHER RESiSTIVE 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 FLANGE 4. FOLD BACK THE OTHER TWO EDGES 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 SHiFLAPPED. iT UP EACH 51DE 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 N.T.S. OR APPROVED EQUAL RATED TRiM, W/ MITERED 1x3 WD TRiM W/ MITERED CORNERS, TYP; PAINTED CORNERS, TYP; CONFIRM CONFIRM FiNiSH W/ PORT OF FiNiSH W/ PORT OF EDMONDS EDMONDS TYP WALL A5! WINDOW PER WINDOW BASE TO MAT( SCHEDULE EXiSTiNG, TYP 2xWINDOW PER WINDOW_ PRE -PRIMED EXTERIOR SCHEDULE RATED SiLL, WiTH SLOPE FiNiSH FLOORING AND DRiP, SET PROUD OF 5/4x WOOD SiLL, FACE OF SiDE TRiM TYP CONFIRM FiN15H W/ PORT OF EDMONDS TYP EXT. WN DW TRIM TYP I NT. WN DW TRIM Q TYP BASE DTL TYP EX ROOF ASSEMBLY -EXISTING ROOFING MATERIAL -EXISTING ROOFING PAPER -EXISTING SHEATHING -EXISTING FRAMING -EXISTING INSULATION -EXISTING FiNiSH CEILING EXISTING CONCRETE PARAPET WALL TYP NEW UNVENTED ROOF ASSEMBLY -STANDING SEAM METAL ROOF, INSTALL PER MFR REQ'TS -iCE & WATER SHIELD WEATHER RESISTIVE BARRIER AND UNDERLAYMENT PER MANUFACTURER TYP EX FLOOR A55EM13LY -CDX PLYWOOD SHEATHING PER STRUCTURAL -FRAMING PER STRUCTURAL NOTCH METAL SiDE WALL -R38 RiGiD INSULATION FLASHING INTO EX CONCRETE -5/8" GWB WALL PER STRUCTURAL, INSTALL -PVA PRIMER WATERDLOCK SEALANT WATERPROOFING AND WATERBLOCK SEALANT 2-PIECE CONTINUOUS METAL TYP EAVE A55EMBLY PER DETAIL REGLET SiPE WALL FLASHING / AND COUNTERFLASHiNG, I ATTACHED W/ GASKETED I CONCRETE FASTENERS PER I MATCH EX EXTERIOR TRiM WHERE OCCURS STRUCTURAL, ATTACH TO FiT SNUG AGAINST BASE F i EX BEAM LASHNG -------------- CONTINUOUS BASE FLASHING, RUN UP WALL MiN 6 ' - TYP NEW ROOF A55EMBLY \ WATERBLOCK SEALANT / EX BEAM �/ TYP EX UPPER FLOOR ASSEMBLY -EXISTING FiNiSH FLOOR -EXiSTiNG SHEATHING \ \ � � 4 TYP FLASHING DETAIL -EXISTING FRAMING �� Y A3.0 -EXISTING FiNiSH CEILING TYF NEW EXTERIOR WALL A55EM13LY TYP NEW ROOF ASSEMBLY 'y TYP NEW UNVENTED ROOF A55EMBLY 12 / I 41/2 I 2X_ EAVE FRAMING PER STRUCTURAL +/- ��--------------- TYP EAVE ASSEMBLY PER DETAIL METAL DRiP EDGE, TYP— — — — — — — — METAL GUTTER TO MATCH EX, TYP 5/4X10 PRE -PRIMED EXTERIOR RATED WD FASCIA, PAINTED I I I � EXT RATED SOFFIT TO MATCH \�- EXISTING, PAINTED _ TYP NEW EXTERIOR WALL ASSEMBLY TYP NEW EAVE ASSEMBLY 1 "=1'-0" I I I HEADER PER STRUCTURAL 7 R-10 RiGiD INSULATION Cad HEADER TYP TYP NEW EXTERIOR WALL ASSEMBLY -5iPING PER ELEVATIONS, INSTALL PER MFR REQTS -WEATHER RESISTiVE BARRIER: HENRY 13LUE5KiN VP100 BUILDING WRAP OR BETTER, INSTALL PER MFR REQ'TS -CDX PLYWOOD SHEATHING PER STRUCTURAL -FRAMING PER STRUCTURAL -R-21 GATT INSULATION -1/2" GWB -PVA PRIMER INSTALL METAL FLASHING OVER BEVEL EDGE OF EX CONC WALL, TYP TYP EX EXTERIOR WALL ASSEMBLY -EXiSTiNG CONCRETE TiLT-UP WALL -EX AiR SPACE (WHERE OCCURS) -EX FURR WALL (WHERE OCCURS) -EX INSULATION OR FiLL R-15 GATT INSULATION AT EXPOSED CAVITIES EX GRADE -EX GWB OR EX FiN15H (WHERE OCCURS) EXISTING FOOTING DRAIN EXISTING CONCRETE FOUNDATION AND FOOTING OR PER STRUCTURAL TYP EX MAIN FLOOR ASSEMBLY -EXISTING FiNiSH FLOOR -EXISTING CONCRETE SLAB ON GRADE -EX SUDGRADE WALL SECTION SCALE:1/2" = 1'-0" EX BEAM r� V 0 J m CD N 0 CDUJ 00 d� N Q � Q 0 � W W Z O c) 0 W m 0. Q I 9716 REGISTERED �/ �/"ARCHITECT HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H I T E CT U R E + D E SI G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 1 /12/2024 RECEIVED Jan 24 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PERMIT SET BUILDING AND WALL SECTIONS A3.0 ELECTRICAL SYMBOLS 1�0 PICTURE LIGHT CEILING/SOFFIT RECEPT. ELECTRIC WALL HEATER (Z _ V EMERGENCY LIGHTING F.A. FiRE ALARM STRODE SPRINKLER HEAD OP SPEAKER DUPLEX RECEPT. FOURPLEX RECEPT. ® 110V SPECIAL PURPOSE ® 220V SPECIAL PURPOSE SURFACE/PENDANT LiGHT EXiT SiGN WiTH EMERGENCY LIGHTS -CG-~ SWITCH tea- DIMMING SWITCH � - OCCUPANCY SENSOR/ SWITCH COMDO ❑F EXHAUST FAN S OCCUPANCY SENSOR Oo S.D. SMOKE DETECTOR FIXTURE SCHEDULE DESCRIPTION # FIXTURES LAMP WATTS EACH WATTS TOTAL NOTES CLG MOUNT FiXTURE: JUNO LIGHTING SLiMFORM 5" 50 LED DOWNLiGHT, Al 5" 5Q LED DOWNLiGHT 8 LED 6 48 #J5F5Q-51N-07LM, 30K, 90 CRi, MVOLT ZT WH M6 EX 2X4 CEILING FiXTURE 7 LED 16 112 REPLACE EX FLUORESCENT 13UL135 EX CLG MOUNT FiXTURE: 1 LED 6 6 EX LED DOWNLiGHT EX LED DOWNLiGHT TOTAL: 166 TOTAL WATTS ALLOWED: 400 (166 = 41.5%) *EXISTING FIXTURES LADELLED "EX" iF EXISTING TO REMAIN ELECTRICAL NOTES: GENERAL NOTES - ALL WORK TO DE INSTALLED iN 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 BY CODE. - LOCATIONS OF ALL OUTLETS TO BE VERIFIED BY CONTRACTOR. - ALL OUTLETS iN KITCHENS, BATHS, UTILITY ROOMS AND ANY OTHER AREAS WiTH PLUMBING TO BE GFi. - DUPLEX RECEPTACLES TO BE MOUNTED 12" ABOVE SUDFLOOR, 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 DE LISTED AS "TO BE SELECTED" AND ALLOCATED AN ALLOWANCE. VERIFY ALL SUBSTITUTIONS. - VERIFY ALL FiXTURE AVAILABILITY AND PRICES PRIOR TO PROCEEDING. -VERIFY ALL NEW LIGHTING FIXTURES WiTH CLIENT HVAC SYMBOLS R 2'X2' RETURN AiR 5 2'X2' SUPPLY AiR D 2'X2' PIFFU5ER PARTIAL MAIN FLOOR REFLECTED CEILING PLAN SCALE:1/4" = 10" NOTE: 1. CONTRACTOR TO SCHEDULE WALK-THRU WiTH OWNER AND ARCHITECT PRIOR TO ROUGH-iN OF ELECTRICAL TO CONFIRM LOCATIONS OF ALL. ►NFIffim PARTIAL UPPER FLOOR REFLECTED CEILING PLAN SCALE:1/4" = 1'-O" NOTE: 1. CONTRACTOR TO SCHEDULE WALK-THRU WiTH OWNER AND ARCHITECT PRiOR TO ROUGH-iN OF ELECTRICAL TO CONFIRM LOCATIONS OF ALL. W r� V J U) O N w 0 O 00 Q D U) c 0 C) W Z O. 3: G O c) 0 w LL I 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 /12/2024 RECEIVED Jan 24 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PERMIT SET ELECTRICAL PLAN E1.0