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APPROVED BLD RESUB1 BLD2023-1663+Architectural_Plan+2.21.2024_5.39.45_PM+40746432018 WSEC PRESCRIPTIVE ENERGY CODE COMPLIANCE AREA OF NEW CONDITIONED SPACE = 318 SF MINIMUM NUMBER OF CREDITS REQUIRED FOR ADDITION LESS THAN 500 SF = 1.5 CREDITS CREDITS SELECTED: R406.3 OPTION 1.2 EFFICIENT BUILDING ENVELOPE (1.0 CREDIT) R406.3 OPTION 2.1 REDUCED AIR LEAKAGE 3.0 AIR CHANGES PER HOUR (0.5 CREDIT) Window, Skylight and Door Schedule Project Information VOLPENTEST PORCH CONVERSION Ref. U-factor Exempt Swinging Door (24 sq. ft. max.) Exempt Glazed Fenestration (15 sq. ft. max.) Vertical Fenestration (Windows and doors) Component Description Ref. U-factor HALF VENT A 0.20 HALF VENT B 0.20 Contact Information Sean Hill sean@studiopnw.com Tel.206.883.2100 Width Height Qt. Feet Inch Feet Inch Width Height Qt. Feet Inch Feet Inch ©MEMO M©EM© -MEMO Area UA Area UA . . ; Effl•, 11 111 Sum of Vertical Fenestration Area and UA 1 57.6 11.53 Vertical Fenestration Area Weighted U = UA/Area 0.20 Overhead Glazing (Skylights) Component Width Height Uescrlptlon Ket. U-tactor OVER KITCHEN IC 10.50 Qt. Feet Inch Feet Inch ME MIME EM■M■ MM■M■ EM■M■ EMEMO MEMO Area UA � MNM� MN � MN ��� .. ... 11 111 Sum of Overhead Glazing Area and UA 1 32.01 16.00 Overhead Glazing Area Weighted U = UA/Area 0.50 Total Sum of Fenestration Area and UA (for heating system sizing calculations) 1 89.61 27.53 Component Width Height Description Ref. U-factor Qt. Feet Inch Feet Inch NEW ENTRY DOORS AND SIDELITES* 1101 29 R29 REPLACEMENT DOOR 102 MMMMO MMEMM Sum of Vertical Fenestration Area and UA Vertical Fenestration Area Weighted U = UA/Area Area UA 52.11 15.10 20.01 5.80 72.1 20.90 0.29 DOORS 101 AND 102 NOT INCLUDED INADDITION, THEREFORE NOT INCLUDED IN R406.3 OPTION 1.2 ' The following documentation shall be available on site for the building inspector: ■ ■- ❑X COE APPROVED ARCHITECTURAL PLAN SET ■ FXJ COE APPROVED STRUCTURAL PLAN SET COE REVIEWED CALCULATION PACKET ENERGY CREDIT WORKSHEET ■ F-] SITE PLAN - ❑ CIVIL PLAN ■ ■ ❑F1 ■ ■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 ■ /_1IZA-T_10NI=1:»:Z■P/IQ=1oil =y/_1IA0[c]:ki11:Y47%1" 1) SEAL EDGES OF DRYWALL TO SOLID FRAMING MATERIALS 2) PROVIDE A CONTINUOUS BEAD OF SEALANT ALONG: *ALL EXTERIOR WALL BOTTOM AND TOP PLATES *ALL TOP PLATES AT INSULATED CEILINGS *ROUGH OPENINGS PERIMETERS *BOTH SIDES OF THE FIRST INTERIOR STUD OF PARTITION WALLS 3) SEAL ELECTRIC BOXES SO THEY ARE AIR TIGHT BY CAULKING/SEALING ALL OPENINGS IN THE BOX AND BY SEALINGTHE FACE OF THE BOX TO THE DRYWALL. MANUFACTURED AIRTIGHT ELECTRICAL BOXES WITH SEALS AT PENETRATIONS AND A GASKET AT THE FACE MAYALSO PROVIDE AIR BARRIER CONTINUITY. 4) RECESSED LIGHT FIXTURES SHALL BE 'AIR TIGHT RATED' AND 'IC' (INSUALTION CONTACT) RATED AND LABELED CERTIFIED UNDER ASTM E238 AND SHALL HAVE LABEL ATTACHED SHOWING COMPLIANCE. SEAL THE HOUSING OF THE FIXTURE TO THE GYPSUM CEILING BOARD WITH CAULK, SEALANT OR AN EFFECTIVE GASKET. 5) SEE TYPICAL WALL SECTION FOR ADDITIONAL AIR BARRIER DETAILS SEAL ALONG TOP PLATES ON rvTrnlnn I IAI I AND WALLS ADJACENT TO AN UNCOI SEAL AROUND F OF WINE SEA PLATE ON SEAL f L%JMJ UV I I VIVI PLATE ON EXTERIOR WALLS City Of Edmonds Building Department Work ADDITION, REMODEL, DECK ----------------------------------------- Address 802 DRIFTWOOD LN Owner VOLPENTEST Approved Date 3/20/2024 Building Official ---- ------- ------- -- --- ---- ------- -- Permit Number BLD2023-1663 SEAL DRYWALL TO FIRST STUD IN WALL ADHESIVE AT TOP AND BOTTOM OF FIRST STUD ILLUSTRATION OF DRYWALL SEALING (DOES NOT REPRESENT ACTUAL FRAMING) APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES Please obtain a separate plumbing permit from the City of I Edmonds should this permit have plumbing work be a part of the i scope of work that is being done. ------------------------------------ Special Inspection required for this project: ' 1. Post installed anchors in hardened concrete L- _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ ---------------------------------- WABO certified Welder required for this project. GENERAL NOTES 1. All codes listed on Cover Sheet shall apply to the construction of this project. The General Contractor shall verify all code requirements before commencement of construction and bring any discrepancies between code requirements and the construction documents to the attention of the Architect. 2. All work and all trades shall be in conformance with all federal, state and local codes, acts, handicap guidelines, manufacturer's recommendations, as well as industry standards of good practice. All equipment and building materials must satisfy the minimum standards of the required energy code. 3. It is the Contractor's responsibility to inspect and assess the project and to fulfill the intent of the work indicated by the contract documents. The Contractor is expected to provide an entirely finished product upon completion of construction, fulfilling the intent of the contract documents. 4. The Contractor shall keep a full set of construction documents at the job site at all times. Any additions and deviation from that indicated on the contract drawings shall be noted, explained and dated on this field set. The GC shall submit these as -built drawings to the Owner/Owner's Representative upon completion of the project. 5. The Contractor shall not consider general notes and construction notes to be all inclusive. 6. Details and sections on the drawings are taken at specific locations and are intended to serve as typical construction for all similar conditions. Modifications shall be made by the contractor to accommodate minor variations. 7. All details are meant to show minimum requirements. Any requirements of the manufacturer that exceed that indicated in the detail shall also be satisfied. 8. Enlarged drawings/details take precedence over smaller scale drawings. 9. The Contractor is solely responsible for all means and methods of construction. 10. The word "provide" is defined to mean the contractor shall furnish (order & purchase), and install the designated items or assemblies. 11. All materials, equipment, etc., shall be installed in a workmanlike manner, in accordance with manufacturer's recommendations and approved for use by governing agencies. 12. Any numerical quantities shown are approximate and are given to assist for estimating purposes only The Contractor shall be responsible for all final quantities. 13. Manufacturer's colors, finishes, etc, names, stock numbers, patterns, colors, textures, finishes, etc, noted are to establish a standard of quality (a basis of design) required for this project; The list is not intended to limit the selection of approved equals. 14. The Contractor shall utilize workmen proficient in the respective trade for which they are used, for example: roofers, sheet metal workers, caulkers, etc. Work done in an unskilled manner will be rejected by the Architect/Owner/Owner's representative. 15. The Contractor shall maintain the premises clean and free of all trash, debris and shall protect all adjacent work from damage, soiling, paint over -spray, etc. All fixtures, equipment, glazing, floors, etc., shall be left clean and ready for occupancy upon completion of the project. 16. The Contractor shall verify all dimensions and conditions on site and notify Architect of any discrepancies. 17. The Contractor shall coordinate all dimensions for prefabricated items with manufacturer's instructions and site conditions prior to the commencement of associated work. 18. The Contractor shall submit samples of all finishes of such size and number that they represent a reasonable distribution of color ranges and pattern prior to intsallation for Owner/Architect's approval. Contractor shall provide shop drawings and product data for Owner/Architect's approval on all special items requiring custom fabrication. 19. The Contractor shall provide 18-gauge sheet metal backing in partitions for all wall -mounted fixtures and devices unless indicated otherwise on the drawings. 20. Exsiting work damaged as a result of work done under this contract shall be repaired to original condition and finished to match adjacent finishes subject to Owner/Architect's approval and at no additional cost to the owner. 21. All existing electrical and mechanical equipment and services disrupted or removed during construction shall be restored and replaced unless noted otherwise. Fire/life safety systems to be maintained during construction. 22. The Contractor shall be responsible for the repair of any openings in walls, floors or ceilings that may be required for the installation of mechanical, electrical, plumbing and structural systems. The Contractor shall be responsible for the repair to match existing unless noted otherwise. Patched areas shall match existing. 23. Mechanical, electrical and plumbing permits to be filed separately. 24. All gypsum board partitions shall be taped spackled and sanded smooth with no visible joints. Patch and repair surfaces to match adjacent or adjoining surfaces where required. 25. New flooring shall be installed without noticable lumps or depressions, modify exsiting substrate as required. 26. All work shall be erected and installed level, square, true and plumb. 27. Refer to millwork shop drawings for details of installation and coordination between wall and millwork condtions 28. The contractor shall be responsible for verifying that sealant and other related flashing materials are compatible with each other by reviewing the manufacturer's literature of by contacting the manufacturer. ABBREVIATIONS AVG. AVERAGE CONC. CONCRETE DS DOWN SPOUT DW DISHWASHER EQ EQUAL (E) EXISTING FG FIBERGLASS MAX. MAXIMUM MIN. MINIMUM NFVA NET FREE VENTILATED AREA (N) NEW OC ON CENTER ± PLUS OR MINUS PT PRESSURE TREATED OR PRESERVATIVE TREATED REF REFRIGERATOR RO ROUGH OPENING SIM. SIMILAR SF SQUARE FEET SI SQUAREINCHES STRUCT. DWGS. STRUCTURAL DRAWINGS T.O. TOP OF TYP. TYPICAL VERT. VERTICAL VIF VERIFY IN FIELD WRB WATER -RESISTIVE BARRIER RESUB Feb 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT StudioPNW ARCH I T E C T U R E 176160th PL SE BELLEVUE WA 98008 sean@studiopnw.com 206-883-2100 B2 ENGINEERS 10600 Woodinville Drive Bothell, WA 98011 basri@b2engineers.com Tel.425.318.7047 12025 REGISTERED ARCH I EC 11 JOHN JOSEPH HILL STATE OF WASHINGTON VOLPENTEST PORCH CONVERSION 802 DRIFTWOOD LN, EDMONDS, WA 98020 2/21 /2024 PERMIT DRAWINGS NO. I DATE I DESCRIPTION * 1 12129/23 1 PERMIT DRAWINGS 1Q 102/21/24 I REVISED PERMIT DRAWINGS PROJECT NO: Project No. MODEL FILE. 240202 Volpentest PERMIT COMMENTS AC25.pin DRAWN BY: S.H. SHEET TITLE GENERAL NOTES AND ENERGY NOTES A002 N 0 0 1 FIRST FLOOR DEMOLITION PLAN AO.3 SCALE:1/4" = V-0" 0 EO 0 O CONTRACTOR NOTES: 1. Verify all dimensions and conditions on site and notify Architect of any discrepancies. 2. Provide temporary shoring as required prior to demolition. 3. See General Notes on Sheet A0.2 and notes on the structural drawings. RESUB Feb 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT StudioPNW A R C H I T E C T U R E 176160th PL SE BELLEVUE WA 98008 sean@studiopnw.com 206-883-2100 B2 ENGINEERS 10600 Woodinville Drive Bothell, WA 98011 basri@b2engineers.com Tel.425.318.7047 12025 REGISTERED ARCHIZEC� JOHN JOSEPH HILL STATE OF WASHINGTON VOLPENTEST PORCH CONVERSION 802 DRIFTWOOD LN, EDMONDS, WA 98020 2/21 /2024 PERMIT DRAWINGS NO. I DATE I DESCRIPTION 1 12129/23 1 PERMIT DRAWINGS 0 102/21/24 I REVISED PERMIT DRAWINGS PROJECT NO: Project No. MODEL FILE: 240202 Volpentest PERMIT COMMENTS AC25.pin DRAWN BY: S.H. SHEET TITLE EXISTING AND DEMOLITION PLANS A003 2 FIRST FLOOR EXISTING PLAN A0.3 SCALE:1/8" = V-0" 3 SECOND FLOOR EXISTING PLAN A0.3 SCALE:1/8" = V-0" (N) EDGE OF PAVEMENT 1 24'-8 3/4" 1 (E) STEEL COLUMN 7(N)HOT AIR SUPPLY O REMAIN (E) 5 1/2 X 11 DUCT BEAM TO REMAA IN EQ. 12'-0" Q M 1 5'-9" 6., 5'-9" A A (N) 2X6 WALL WITH HARDIE PANEL 3 (A 1-1 S/P I LE)GARAGE NO WORK THIS AREA 0 o I L 1 FIRST FLOOR PLAN A1.1 SCALE:1/4" = V-0" SEWER NOTES: 1) CONFIRM LOCATION OF (E) SEWER LINE PRIOR TO CONSTRUCTION 2) CONTACT ARCHITECT IF (E) SEWER LINE IS NEAR (N) FOUNDATION WALL 3) NEW CLEANOUT TO BE INSTALLED APPROXIMATELY 2'-0" INSIDE OF NEW FOUNDATION WALL IN CRAWLSPACE 4) PLUMBER TO INSTALL DIRECTIONAL FITTING 5) PLUMBER TO APPLYAND RECEIVE PLUMBING PERMIT AND OR SEWER REPAIR PERMIT (N) OPENING FOR CRAWLSPACE ACCESS I ---------------------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 2 BASEMENT FLOOR PLAN 1.1 SCALE:1/4" = V-0" 1 A2.1 ---- --- -- ----------------+---------- ------I------��------ - REF DW-- -- A1.1 II B iv (E EILING/ROOF FRAMING TO REMAIN r(N)OT AIR SUPPLY DUCT ---I-- r N REPLACE (E) SKYLIGHTS Q REF IN (E) OPENINGS (N) COUNTERS/ CABS 1 i RANGE (SEE KITCHEN PLANS) & (N) KITCHEN (N) ISLAND CO HOOD T (E) POST (SEE KITCHEN PLANS) co TO REMAIN - L ----- +1 I 1 V-5 1 /8" 7'-7 3/8" �I- (N)CONCRETE FOUNDATION WALL -------------------------------/------------- -- --L (N) POST; SEE (N) BEAM, SEE STRUCT. DWGS. STRUCT. DWGS. (E) KITCHEN (N) POST; SEE STRUCT. DWGS (N) SOFFIT 1.0 (E) SOFFIT I TO REMAIN I I I I 2 (N) STEPS; 5 RISERS 0'-10 1/2" -Q- COLUMN TO REMAIN (E) DOWNSPOU TO REMAIN WIDTH OF (N) DOOR TO FIT IN 21'-3 1/2" (N) STEPS; 5 RISERS 3 A3.1 (N) 36" HIGH RAILING EXISTING WINDOW OPENING, V.I.F. (N) EXTENSION TO 7'-9 1/4" (E) DOWNSPOUT FOR (N) SPLASH BLOCK 101 LOCATION - (N) DOORS AND SIDELITES (E) ROOF — PAT H WALL WHERE WIN OW WAS LOCATED E HALL NOW RK THIS AREA — (E) 5 /2 X 11 7/8 T'I — BEAMTO REMAIN II — (E) POST II TO REMAIN — (N) POST; SEE STRUCT. DWGS. II E( ) HALL NO WORK THIS AREA II II II II 2 V-3 7/8" TO REMAIN ---------------------- ----- --------------------- (N) DECK DECK a 319 SF WOOD OR COMPOSITE 7: X102 (E) LIVING RM. NO WORK THIS AREA km V-11 1/2" (N)CONC. FTG., TYP. N cO N o? TAPCON FASTENER @ 18" O.C. (STAGGER) LIQUID FLASHING MEMBRANE END VAPOR RETARDER CONTINUOUS SEALANT; (4) LOCATIONS GWB FURRING (E) MASONRY 3 (N) WALL AT (E) WALL 1.1 SCALE: 1 1 /2"= 1'-0" PLAN NOTES 1) THE GRADE SHALL FALL NOT FEWER THAN 6 INCHES WITHIN THE FIRST 10 FEET FROM THE FOUNDATION, IF LOT LINES, WALLS OR SLOPES PROHIBIT 6 INCHES OF FALL THEN DRAINS OR SWALES SHALL BE CONSTRUCTED TO ENSURE DRAINAGE. (R401.3) 2) CONCRETE FOUNDATION WALLS SHALL EXTEND NOT LESS THAN 6 INCHES ABOVE FINISHED GRADE AND 4 INCHES ABOVE FINISHED GRADE WHERE MASONRY VENEER IS USED (R404.1.6) 3) IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING SHALL SLOPE NOT LESS THAN 2% AWAY FROM THE BUILDING. (R401.3) 4) WOOD FRAMING MEMBERS THAT REST ON CONCRETE EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8 INCHES FROM THE EXPOSED GROUND; WOOD SIDING, WOOD SHEATHING, AND WOOD FRAMING ON THE EXTERIOR OF THE BUILDING THAT IS LESS THAN 6 INCHES FROM THE GROUND OR 2 INCHES FROM CONCRETE SLABS OR SIMILAR HORIZONTAL SURFACES MUST BE NATURALLY DURABLE WOOD OR OR WOOD THAT IS PRESERVATIVE TREATED IN ACCORDANCE WITH AWPA U1. 2 (R317.1) A2.1 5) NATURALLY DURABLE WOOD OR PRESRVATIVE TREATED WOOD IN ACCORDANCE WITH AWPA U1 SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: 1. Wood joists or the bottom of a wood structural floor where closer than 18 inches (457 mm) or wood girders where closer than 12 inches (305 mm) to the exposed ground in crawl spaces or unexcavated area located within the periphery of the building foundation. 2. Wood framing members that rest on concrete or masonry exterior foundation walls and are less than 8 inches (203 mm) from the exposed ground. 3. Sills and sleepers on a concrete or masonry slab that is in direct contact with the ground unless separated from such slab by an impervious moisture barrier. 4.The ends of wood girders entering exterior masonry or concrete walls having clearances of less than 1/2 inch (12.7 mm) on tops, sides and ends. 5.Wood siding, sheathing and wall framing on the exterior of a building having a clearance of less than 6 inches (152 mm) from the ground or less than 2 inches (51 mm) measured vertically from concrete steps, porch slabs, patio slabs and similar horizontal surfaces exposed to the weather. CONTRACTOR NOTES: 1. Verify all dimensions and conditions on site and notify Architect of any discrepancies. 2. Provide temporary shoring as required prior to demolition. 3. See General Notes on Sheet AO.2 and notes on the structural drawings. "''T FURRING THING TAPE OVER AND METAL THING OMPOSITE TRIM BACK (E) STUCCO ((N) METAL FLASHING ER (E) STUCCO WRB F PAPER) RESUB Feb 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT StudioPNW ARCH I T E C T U R E 176160th PL SE BELLEVUE WA 98008 sean@studiopnw.com 206-883-2100 B2 ENGINEERS 10600 Woodinville Drive Bothell, WA 98011 basri@b2engineers.com Tel.425.318.7047 12025 REGISTERED ARCHIZEC� JO N JOSEPH HILL STATE OF WASHINGTON VOLPENTEST PORCH CONVERSION 802 DRIFTWOOD LN, EDMONDS, WA 98020 2/21 /2024 PERMIT DRAWINGS NO. DATE DESCRIPTION 12129/23 PERMIT DRAWINGS Q 02/21/24 REVISED PERMIT DRAWINGS PROJECT NO: Project No. MODEL FILE: 240202 Volpentest PERMIT COMMENTS AC25.pin DRAWN BY: S.H. SHEET TITLE FLOOR PLANS Al 01 +9'-3„�% 2 SECOND FLOOR +0„ 1 FIRST FLOOR -3'-8 1/2" -1 BASEMENT WEST ELEVATION SCALE:1/4" = 1'-0" Ee OF STAIR TREADS SHALL NOT PERMIT THE PASSAGE OF A 4-3/8" DIAM. SPHERE (N) KITCHEN ADDITION AT PORCH ' SEE JAMES HARDIE INSTALLATION INSTRUCTIONS FOR FASTENER SPACING AND OTHER DETAILS m :UPPER 10'-8 3/4" )F INSULATION T.O. PARAPET OUT T-8" _) HEAD — O RAILING OL 3'-6" DECK SILL T II II (N) 5/16" THICK FIBER CEMENT PANELS (JAMES HARDIE OR SIMILAR) � II OL 2'-8 1/2" PAVEMENT 1 MIN. 18" X 24" ACCESS PANEL; SEE DETAIL 4/A4.3 12'-7 1 /2" SEE WALL SECTION FOR PT FURRING, SPACE FURRING AS REQUIRED BY JAMES HARDIE, SPACE EVENLY SO EXPOSED FASTENERS ARE EVENLY SPACED E0 (N) CORROSION RESISTANT METAL COPING, MATCH EXISTING (N) PVC TRIM, MATCH EXISTING COLOR AND SIZE (N) 5/16" THICK FIBER CEMENT PANELS (JAMES HARDIE OR SIMILAR) 10'-8 3/4" T.O. PARAPET T-8" HEAD 3'-6" SILL o° FLOOR v M 2'-8 112" PAVEMENT (N) 5/16" THICK FIBER CEMENT PANELS (JAMES HARDIE OR SIMILAR); INSTALL WITH MIN. 2" ABOVE PAVEMENT SEE WALL SECTION FOR PT FURRING, SPACE FURRING AS REQUIRED BY JAMES HARDIE, SPACE EVENLY SO EXPOSED FASTENERS ARE EVENLY SPACED SOUTH ELEVATION SCALE:1/4" = 1%0" 12'-1 " 0 20'-5" RESUB Feb 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 8 StudioPNW A R C H I T E C T U R E 176160th PL SE BELLEVUE WA 98008 sean@studiopnw.com 206-883-2100 B2 ENGINEERS 10600 Woodinville Drive Bothell, WA 98011 basri@b2engineers.com Tel.425.318.7047 12025 REGISTERED ARCHITECT JOHN JOSEPH HILL STATE OF WASHINGTON VOLPENTEST PORCH CONVERSION 802 DRIFTWOOD LN, EDMONDS, WA 98020 2/21 /2024 PERMIT DRAWINGS NO. I DATE I DESCRIPTION 1 12129/23 1 PERMIT DRAWINGS 0 102/21/24 I REVISED PERMIT DRAWINGS PROJECT NO: Project No. MODEL FILE. 240202 Volpentest PERMIT COMMENTS AC25.pin DRAWN BY: S.H. SHEET TITLE ELE�/ATIONS A201 NORTH ELEVATION SCALE:1/4" = 1'-0" cM 0 co +I T TOP OF WALL TOP OF R.O. 1 (N) 2X6 PARAPET A4.1 NOTE: RAISE TOP OF (E) PARAPET 2 1/2" TO ALLOW FOR (N) RIGID INSULATION — — — — — — — — I SEE NOTE #4 I I (E) BEAM TO REMAIN _ (N) PLYWOOD FILLER I CONTINUE VAPOR RETARDER UNDER BEAM TO WALL SEE STRUCTURAL DWGS. FOR HEADER I I FOAM INSULATION gEEI I li (N) WINDOW @-\ — — — — — — — � 1 BOTTOM OF R.O. I I — — — — —. —. — — — — — — 5/16" HARDIE PANEL 1X4 VERTICAL PT FURRING, SPACING AS REQUIRED BY HARDIE PANEL INSTALLATION INSTRUCTIONS WRB (TYVEK OR SIM.) PLYWOOD SHEATHING (SEE STRUCTURAL DWGS) 2X6 WALL WITH R-21 UNFACED FG BATT INSULATION 5 A4.1 SEE FOUND. PLAN FOR VENT LOCATIONS; SEE 8/A4.1 I FIBER CEMENT. MIN. 2" ABOVE PAVEMENT I I 66 TYPICAL WALL SECTION DETAIL SCALE: 1" = 1'-0" - CORROSION RESISTANT METAL COPING MIN. 6" CANT STRIP SEE ROOF PLAN FOR CRICKET MEMBRANE ROOF COVERBOARD, SEE NOTE #1 2" XPS INSULATION (R10) 1/2" XPS INSULATION (R3) PEELAND STICK PERMEABLE AIR BARRIER ROOF SHEATHING (E) 2X12 AT 24" O.C. ROOF RAFTERS TO REMAIN WITH (N) HIGH DENSITY R-38 UNFACED BATT INSULATION CONTINUOUS 2X4 L 5/8" GYPSUM BOARD FURRING @ 24" OC RIP 2X4 FOR LEVEL SURFACE CERTAINTEED MemBrain (N) SLIM LED RECESSED CLASS II VAPOR RETARDER, LIGHT, IC RATED, AIR -TIGHT SEE NOTE #2 ENCLOSURE, USE GASKETS AND SEALANT FOR ALL OPENINGS TO SEALAIR 100% DRYWALL CAULKED, GLUED OR GASKETED #3 (E) STEEL POST BEYOND 1. INSTALL COVERBOARD IN ACCORDANCE WITH MEMBRANE ROOF MANUFACTURER'S INSTALLATION INSTRUCTIONS 2. VAPOR RETARDER SHEET SHALL BE CLASS II, DO NOT INSTALL CLASS I PLASTIC SHEET 3.RED DOT' INDICATES LOCATION OF CONTINUOUS SEALANT CEXTEND PEEL AND STICK PERMEABLE AIR BARRIER OVER MIN. 1" EDGES DF ROOF SHEATING AND TURN DOWN TO MAKE FRAMING CAVITY AIR -TIGHT 5. USE HOT DIPPED GALVANIZED FASTENERS WHEN FASTENERS ARE IN CONTACT WITH PT WOOD. CERTAINTEED MemBrain CLASS II VAPOR RETARDER, SEE NOTE #2 3/4" T&G PLYWOOD OVER 2X10 FLOOR JOIST WITH R-30 FACED FIG BATT INSULATION WITH FACING UPTIGHT AGAINST THE BOTTOM OF FLOOR SHEATHING PRESSURE TREATED SILL PLATE INSTALLED OVER SILL GASKET, SEE STRUCTURAL DRAWINGS FOR ANCHOR BOLTS (N) CRAWLSPACE SEPARATE (E) STEEL POST FROM (N) CONC. WALL WITH STRIP OF BITUMINOUS FLASHING TAPE 6 MIL. POLYETHELYNE VAPOR RETARDER, TURN UP WALLAND FASTEN WITH PT NAILER C QA 12'-0 7/8" 20'-5" OT 1 4 n- n- n in., (E) 5 1/2 X 11 7/8 7 LVL BEAMS A3.1 1 2 A3.1 I (E) LIVING RM. (N) BEAM, I I — SEE STRUCTURAL (N) 2x6 WALL I I DRAWINGS I(N) KITCHEN (E) KITCHEN ' ALIGN (N) SUBFLOOR I I TO (E) SUBLFOOR I I 5 I I I I 1 (N) CRAWLSPACE l (E) CRAWLSPACE I I / (E) WOOD FOUNDATION (N) FOUNDATION i SEE STRUCTURAL WALL WALL DETAIL FOR FOOTING, POST AND (E) FOUNDATION BEAM CONNECTIONS VERIFY IN FIELD BUILDING SECTION A SCALE:1/4" = 1'-0" SECTION AT NEW DECK SCALE:1/4" = 1'-0" (N) SUBFLOOR; SEE STRUCT. DWGS. (N) 2x JOIST AND INSULATION SEE STRUCT. DWGS. RIM BOARD CONNECTION DETAILS 1 1 vi. �"J 1 1 lwl1 DETAIL FOR WALL FOOTING, POST AND BEAM CONNECTIONS ALIGN (N) SUBFLOOR TO (E) SUBLFOOR 5 N AND E FLOORS A3.1 SCALE: 11/2"= 1'-0" (N) HARDWOOD FLOOR (E) SUBFLOOR; PATCH AS REQUIRED (E) 2x JOIST AND INSULATION (E) 2x FRAMED WALL SUPPORTING (E) JOIST (E) FOUNDATION WALL ASSUMED VERIFY IN FIELD (N) PRE -FABRICATED AWNING BY OTHERS, INSTALL ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS I EXISTING ADDITION BEYOND I I I I I I I I I I I I I I I IL I I �l (N) LINTEL (IF REQUIRED) E HALL (N) DECK FRAMING \ \ 1 1 3 (N) STEPS I A4.3 A4.1 I I �— I ' I I (E) CRAWLSPACE (N) SCREEN HUNG FROM DECK �$ (E) FOUNDATION WALL (N) LEDGER SECTION AT NEW ENTRY SCALE:1/4" = 1'-0" r— — — — — — — — — — L— — — — — — — — — — A NEW BEAM IN KITCHEN SCALE: 11/2"= 1'-0" 4" 1 1/81 6" PLASTER o CMU W 44 BRICK O STUCCO TYPICAL EXISTING EXTERIOR WALL (PARTIAL SECTION) (ASSUMED V.I.F.) (E) PORCH BEAM TO REMAIN (E) MASONRY PARAPET TO REMAIN (N) MASONRY (GROUT SOLID) AT (E) BEAM SEE STRUCT. DRAWINGS (E) ROOF/FLOOR FRAMING TO REMAIN — —--—— — — — — —— J NEEDLE PINNING TEMPORARY SHORING - GC TO CONSULT WITH A SHORING ENGINEER FOR INSTRUCTIONS PRIOR TO INSTALLATION (N) STEEL BEAM - SEE STRUCTURAL DRAWINGS (N) GWB SOFFIT - T-0" ABOVE FINISHED FLOOR RES B Feb 22 024 CITY OF ED NDS DEVELOPMENT S VICE StudioPNW ARCH I T E C T U R E 176160th PL SE BELLEVUE WA 98008 sean@studiopnw.com 206-883-2100 B2 ENGINEERS 10600 Woodinville Drive Bothell, WA 98011 basri@b2engineers.com Tel.425.318.7047 12025 REGISTERED ARCHI EC JOt- N JOSEPH HILL STATE OF WASHINGTON VOLPENTEST PORCH CONVERSION 802 DRIFTWOOD LN, EDMONDS, WA 98020 2/21 /2024 PERMIT DRAWINGS L.NODATE DESCRIPTION 12129/23 PERMIT DRAWINGS 02/21/24 REVISED PERMIT DRAWINGS PROJECT NO: Project No. MODEL FILE. 240202 Volpentest PERMIT COMMENTS AC25.pin DRAWN BY: S.H. COPYRIGHT: SHEET TITLE SECTION DRAWINGS A301 1 X4 P (JAMES HARDII FASTEN TO FUR[ FLASHING NO' ATTACH FLASH TAPE MAN INSECT CORROSION F COLOR Ti SMOOTH[ M 1 F) CONTINUE W[ CONTINUOUS SI INSTALL FLASHING IN ACCORDAN WITH TYVEK FLASHING DETAIL WINDOW LOW EXPANSION FOAM EZ09 NO SEALANT BEHIND WINDOW FIN AT SILL SELF-SEALING FLEXIBLE FLASHING MEMBRANE OVER WRB WATER -RESISTIVE BARRIER (WRB); TYVEK OR SIM. WINDOW SILL SCALE:3" = 1'-0" COORDINATE ANCHOR BOLT LOCATIONS WITH CRAWLSPACE VENT OPENINGS FLASHING TAPE OVER METAL FLASHING AND WRB INSECT SCREEN BETWEEN FURRING EZ10 DO NOT CAULK CORROSION RESISTANT METAL FLASHING, COLOR TO MATCH TRIM PIECE BELOW CRAWLSPACE VENT INSTALL FLEXIBLE FLASHING AT JAMBS AND OVERLAP METAL FLASHING AT SILL FOR DRAINAGE CORROSION RESISTANT METAL FLASHING, TURN UP AT BACK STRIP OF SELF-SEALING FLEXIBLE FLASHING MEMBRANE TURN UP AT ENDS SELF-SEALING FLEXIBLE FLASHING MEMBRANE CONTINUE OVER WRB, TURN UP MIN. 6" AT ENDS TO FORM A SILL PAN 1/2" X 3" BACK DAM CONTINUOUS BEAD OF SEALANT CONTINUOUS CLASS II VAPOR RETARDER (E) STUCCO SEALANT OVER I WEE CUT STUCCO FOR CORROSSION-RESIS- METAL"REC FLASI CANT S MEMBRANEF COVERBOARD, SEE NC 2" XPS INSULATION 1/2" XPS INSULATIC CONTINUOUS BEAD OF SEALANT FLASHING NOTE: WRB, OVER FLASHING OR ATTACH FLASHING TO WRB WITH FLASHING TAPE IN ACCORDANCE WITH WRB MANUFACTURER'S INSTALLATION INSTUCTIONS EZ04 WRB 1X4 PT VERT. FURRING EXTEND WRB OVER CONC. FOUNDATION WALL VERT. FURRING TO MATCH THICKNESS OF WALL SHEATHING ABOVE, FASTEN TO CONC. WALL INSECT SCREEN BETWEEN FURRING EZ10 FIBER CEMENT. MIN. 2" ABOVE PAVEMENT ROOF AT STUCCO SCALE:3" = 1'-0" a a d O d d a d a - � d. a d d lid - d as a a a a a a dQ a d O n d ° d CONTINUOUS BEAD OF SEALANT R-30 FACED FG BATT INSULATION WITH FACING UP TIGHT AGAINST THE BOTTOM OF FLOOR SHEATHING SILL GASKET WHEN REMOVING (E) WINDOW, VERIFY IF (E) HEADER NEEDS REINFORCEMENT (E) STUCCO DRIP EDGE TO REMAIN (E) STUCCO TO REMAIN, PATCH AS REQUIRED (N) SEALANT AND BACKER ROD LANDINGS: Landing or finished floor at the door shall be not more than 1 1/2 inches lower than the top of the threshold. Exception: The landing on the exterior side shall be not more than 7 3/4 inchesbelow the top of the threshold provided that the door does not swing over the landing. DOOR DOOR SILL CORROSION RESISTANT METAL DOOR PAN FLASHING TO CONTINUE OVER LEDGER FLASHING, PAN FLASHING TO HAVE BACK DAM AND TURN UP EDGES UNDER STUCCO (PATCH AS REQUIRED) CUT GROOVES IN DECK BOARD FOR WEEPS TO ALLOW WATER TO DRAIN CORROSION RESISTANT METAL LEDGER FLASHING (N) PEEL AND STICK - BITUMINOUS MEMBRANE; CONTINUES UP UNDER PAN FLASHING (N) 5/8" X 4" TITEN HD @ 16" OC, STAGGERED (N) MEMBRANE OVER CORROSSION-RESISTANT METAL FLASHING (BLACK OR MATCHING SIDING COLOR) OVER SIDING;WRB BELOW TO EXTEND UP UNDER METAL FLASHING (N) CORROSSION-RESISTANT METAL FLASHING TURN UP UNDER STUCCO AT ENDS (E) STUCCO WALL CUT STUCCO FOR (N) FLASHING (N) CORROSION RESISTANT METAL FLASHING, OPEN BRICK JOINT AND SET TOP EDGE OF FLASHING WITH SEALANT; FLASHING TO EXTEND DOWN OVER LEDGER (RIM BOARD) (N) PT LEDGER (RIM BOARD) SIMPSON DTT2Z AT EACH END OF DECK AND AT CENTER; SEE SIMPSON INSTALLATION INSTRUCTIONS, PROVIDE BLOCKING AS REQUIRED (N) PEEL AND STICK BITUMINOUS MEMBRANE; CONTINUES UP UNDER FLASHING ABOVE AND OVER FLASHING BELOW (N) CORROSION RESISTANT METAL FLASHING) OVER (E) STUCCO NEW DOOR SILL AND HEAD SCALE:3" = 1'-0" Eno 1 SEALANT PER DOOR MANUFACTURER'S INSTRUCTIONS TAPCON FASTENER @ 18" O.C. (STAGGER) (REGULAR ANCHOR BOLT AT EACH SIDE OF OPENING) IF (E) CONDITION IS WOOD RIM BOARD AT THIS LOCATION, FASTEN (N) RIM BOARD TO (E) RIM BOARD WITH 4" TIMBERLOCK AT 16" OC, STAGGERED; SILL GASKET 2 3/4" MIN. INTO SOLID CMU AND GROUT ALIGN TOP OF (N) DECK WITH TOP OF (E) SUBFLOOR RESUB 6 DECK AT HOUSE WALL Feb 22 2024 CITY OF EDMONDS 4.1 SCALE. 3" 1'-0 91 DEVELOPMENT SERVICES DEPARTMENT StudioPNW A R C H I T E C T U R E 176160th PL SE BELLEVUE WA 98008 sean@studiopnw.com 206-883-2100 B2 ENGINEERS 10600 Woodinville Drive Bothell, WA 98011 basri@b2engineers.com Tel.425.318.7047 12025 REGISTERED ARCHITEC J � , 1 JOHN JOSEPH HILL STATE OF WASHINGTON VOLPENTEST PORCH CONVERSION 802 DRIFTWOOD LN, EDMONDS, WA 98020 2/21 /2024 PERMIT DRAWINGS NO. DATE DESCRIPTION 12129/23 PERMIT DRAWINGS Q 02/21/24 REVISED PERMIT DRAWINGS PROJECT NO: Project No. MODEL FILE: 240202 Volpentest PERMIT COMMENTS AC25.pin DRAWN BY: S.H. COPYRIGHT: SHEET TITLE ENLARGED DETAILS A401 CRAWLSPACE VENT SCALE:3" = 1'-0" 5 BOTTOM OF WALL 4.1 SCALE: 3" = 1'-0" 29mm [1 3/16"] 15mm 10mm [9/16"] [ 3/8"1 14mm 9/16" Copyright © 2023 EasyTrim Reveals°. All rights reserved. INTERIOR WALL ASSEMBLY PER BUILDERS SPECIFICATION 5/16" FIBER CEMENT PANEL PAPER EXTERIOR 1EXTERUILDING OR SHEATHING DOUBLE HOT DIPPED GALVANIZED SIDING NAILS TO BE EZ 08 INSTALLED ALONG NAIL SET LINE ROD &/OR CAULK IF REQUIRED BY LOCAL BUILDING CODE I WALL ASSEMBLY AS I I I I PER BUILDERS I 5/16" FIBER CEMENT PANEL SPECIFICATION I BUILDING PAPER EXTERIOR SHEATHING INTERIOR I I DOUBLE HOT DIPPED GALVANIZED SIDING NAILS TO BE INSTALLED ALONG NAIL SET LINE I I EZ 13 I EXTERIOR 1 Omm [3/8"] 26mm 25mm 1 5m m [ 1 >,] DESCRIPTION [9/16"] EZ 13 ARROW OUTSIDE CORNER 5/16" TRIM � EasyTrim SCALE NTS DRAWING NUMBER SEPT2023 DATE ail Reveals EZ13.1 Copyright © 2023 EasyTrim Reveals'. All rights reserved. DRWN BY HJ/DDG WALL ASSEMBLY AS PER BUILDERS SPECIFICATION — — — — — — — — — — — INTERIOR] I I I EZ 09 I i I DOUBLE HOT DIPPED GALVANIZED SIDING NAILS TO BE INSTALLED ALONG NAIL SET LINE 5/16" FIBER CEMENT PANEL BUILDING PAPER EXTERIOR SHEATHING 12mm t �ZL EXTERIOR 14m m [9/16"] 29mm [1 3/16"] 10mm [ 7/1 6"] DESCRIPTION EZ 09 SOFFIT J 5/16" TRIM � SCALE NITS DRAWING NUMBER EasyTrim DATE SEPT2023 Copyright © 2023 EasyTrim Reveals. All rights reserved. Reveals DRWN BY HJ/DDG EZ9.1 15 [9i 4.rimm L9/16'-j Copyright © 2023 EasyTrim Reveals°. All rights reserved. WALL ASSEMBLY AS PER BUILDERS SPECIFICATION I INTERIOR I DOUBLE HOT DIPPED J 5/16" FIBER CEMENT PANEL GALVANIZED SIDING NAILS TO BE BUILDING PAPER INSTALLED ALONG NAIL SET LINE EXTERIOR SHEATHING EZ 25 ,m EXTERIOR 49mm [1 15/16"] 11mm [7/16"] 14m m [9/16"] Copyright © 2023 EasyTrim Reveals°. All rights reserved. 11mm 40mm [1 9/16"] 14m m [9/16"] Copyright © 2023 EasyTrim Reveals°. All rights reserved. REFER TO THIS NUMBER WHEN LOOKING AT SHEET A2.1 FOR EZ TRIM 0 DESCRIPTION 5/16 FIBER CEMENT PANEL BUILDING PAPER EXTERIOR SHEATHING DOUBLE HOT DIPPED GALVANIZED SIDING NAILS TO BE INSTALLED ALONG NAIL SET LINE EZ 10 EXTERIOR 5/16" FIBER CEMENT PANEL BUILDING PAPER EXTERIOR SHEATHING DOUBLE HOT DIPPED GALVANIZED SIDING NAILS TO BE INSTALLED ALONG NAIL SET LINE DOUBLE HOT DIPPED GALVANIZED SIDING NAILS WHERE REQUIRED ® BUTT JOINT EZ 04 XTERIOR EZ 04 HORIZONTAL Z INTERMEDIATE 5/16" TRIM EasyTrim SCALE I NITS I DRAWING NUMBER DATE SEPT2023 Reveals EZ4.2 DRWN BY I HJ/DDG RESUB Feb 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 8 StudioPNW A R C H I T E C T U R E 176160th PL SE BELLEVUE WA 98008 sean@studiopnw.com 206-883-2100 B2 ENGINEERS 10600 Woodinville Drive Bothell, WA 98011 basri@b2engineers.com Tel.425.318.7047 12025 6 REGISTERED ARCHI E JOHN JOSEPH HILL STATE OF WASHINGTON VOLPENTEST PORCH CONVERSION 802 DRIFTWOOD LN, EDMONDS, WA 98020 2/21 /2024 PERMIT DRAWINGS NO. I DATE I DESCRIPTION 1 12/29/23 1 PERMIT DRAWINGS Q 102/21/24 I REVISED PERMIT DRAWINGS PROJECT NO: Project No. MODEL FILE: 240202 Volpentest PERMIT COMMENTS AC25.pin DRAWN BY: S.H. ... SHEET TITLE EZ TRIM SELECTIONS A402 5/4" x 5 1/2" DECORATIVE RAIL HARDWOOD OR COMPOSITE 3/16" X 3 1/2" WELDED STEEL BAKING PLATE 1 1/2" X 1 1/2" PAINTED GALVANIZED STEEL TUBE 1 112" X 1 1/2" PAINTED GALVANIZED STEEL TUBE HANDRAIL HARDWOOD OR COMPOSITE DECK BOARDS 3 1/2" X 3 1/2" PAINTED PT 2X WOOD STRINGERS GALVANIZED STEEL POST SET POST WITH ANCHORING — CEMENT VERIFY ELEVATION OF PAVEMENT PRIOR TO CONSTRUCITON OF STEPS AND RAILING ------- D I I D D77 DI I D I I D 177 I I \ D L — J D (E) PAVEMENT PT 2X WOOD SLEEPER CONC. FOOTING 34" HIGH HANDRAIL (MAY BE 34" TO 38") MEASURED FROM NOSING OF STEP, MUST RESIST A SINGLE CONCENTRATED 200 LB. LIVE LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP, TYPICAL AT ALL LOCATIONS STAIR REQUIREMENTS Stairs, stair stringers, and stair guards shall meet the requirements shown in Figure 27 through Figure 31 and Table 7 except where amended by the local jurisdiction. All cut stringers shall be a minimum of 2x12, and solid stringers shall be a minimum of 2x10. Stair stringers shall not span more than the dimensions shown in Figure 28. If the stringer span exceeds these dimensions, then a 4x4 post may be provided to support the stringer and shorten its span length. An intermediate landing may also be provided to shorten the stringer span (see provisions below). If the total vertical height of a stairway exceeds 12'-0, then an intermediate landing shall be required. All intermediate stair landings must be designed and constructed as a free-standing deck using the details in this document. Stairs shall be a minimum of 36" in width, a combination of cut and solid stringers can be used, but shall be placed at a maximum spacing of 18"on center (see Figure 29). The width of each landing shall not be less than the width of the stairway served. Every landing shall have a minimum dimension of 36" measured in the direction of travel and no less than the width of the stairway served [R311.7}. Figure 27. Tread and Riser Detail riser may be open, but shall not allow the passage of a 4" diameter 101,minimum sphere— -i tread width ' 7-3/4" maximum 1 riser, height shall 1 I risers: 1 x material, not deviate from one another by ��- minimum more than 3/8" 1 _I —1 treads: see Figure 29 and Table 6 Jr 3/4"- 1-1/4"nosing; nosing shall not deviate from one another by more than 3/8" Figure 28. Stair Stringer Requirements max. span = 16-6"for Southern Pine r max. span = IT-0"for other Table 1, 1 A species SOLID STRINGER D D D D D D STAIRS AND HANDRAIL SCALE: 11/2"= 1'-0" Figure 29. Tread Connection Requirements Attchment per tread at each stringer or ledger: 2x or 5/4 treads - (2)8d threaded nails or (2)#8 screws >_ 2-1 /2" long 3x treads - (2) 16d threaded nails or (2)#8 screws >_ 3-1/2" long stringer treads: 2x _ or 5/4 board treads: see Table 7 18"max. 18"max. 36" max. 2x4 ledgers, each side, full depth of tread; attach with (4) stringer 10d threaded nails or (4)#8 wood screws >_ 3" long CUT STRINGER SOLID STRINGER Table 7. Minimum Tread Size for Cut and Solid Stringers' Cut Solid Species Stringer Stringer Douglas Fir Larch, Hem -Fir, SPFI 2x4 or 5/4 2x6 or 3x4 Redwood, Western Cedars, Ponderosa Pine3, Red Pine' 2x4 or 5/4 2x6 or 3x4 Assumes 300 lb concentrated load, L/288 deflection limit, No. 2 grade, and wet service conditions. z Incising assumed for refractory species including Douglas fir -larch, hem -fir, and spruce -pine -fir. 3 Design values based on northern species with no incising assumed. 5/4" x 5 1/2" DECORATIVE RAIL HARDWOOD OR COMPOSITE 3/16" X 3 1/2" WELDED STEEL BAKING PLATE 3 1/2" X 3 1/2" PAINTED GALVANIZED STEEL POST HARDWOOD OR COMPOSITE DECK BOARDS 2X8 JOIST PROVIDE BLOCKING IN ACCORDANCE WITH PRE -FABRICATED TOP MOUNTED RAILING INSTALLATION INSTRUCTIONS VERTICAL SCREEN MADE OF SAME BOARDS AS THE DECK 2X ATTACHED TO DECK BEAM POST BEYOND CONC. FOOTING Handrails: Provide a graspable surface along stairs Applicable Code: 2018 IRC Section 311.7.8 When Required: Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. Height: 34" — 38" Continuity: Handrails shall be continuous for the full length of the stairs and handrails ends shall be d=1 1 /4" MII returned or terminate in newel posts or safety 2" MA terminals. Handrails shall have a space of not less than 1 1/2" between a wall and the handrail (See Figure 1). Size: . 36" HIGH GUARDRAIL, MUST RESIST A SINGLE CONCENTRATED 200 LB. LIVE LOAD APPLIED N ANY DIRECTION AT ANY POINT ALONG THE TOP, TYPICAL AT ALL LOCATIONS OPENINGS FOR REQUIRED GUARDS ON THE SIDES OF STAIR _ TREADS SHALL NOT PERMIT THE ' PASSAGE OF A 4-3/8" DIAM. I SPHERE X8 DECK JOIST BEAM DECK GUARD AND SCREEN SCALE: 11/2"= 1'-0" • Circular handrails shall have a diameter of TOTAL PERIMETER 4 MIN 1 1/4" — 2" (See Figure 2) le 6 1 /4 MAX • Noncircular: ti o No noncircular handrail shall have a perimeter less than 4" (See Figure 3) o If the perimeter is 4" — 6'/4" shall have a maximum cross section of 2'/4" (See Figure 3) o If the perimeter is greater than 6'/4" shall have a graspable finger recess area on both sides as described in IRC Section 311.7.8.3 #2 (see Figure 4) 0 EZ04 WRB FLASHING TAPE OVER METAL FLASHING METAL FLASHII METAL COUNTER FLASHII PT WOOD ACCESS PAN F RAI ACCESS PAN SCREEN OR PERFORATED ME1 PT WOOD ACCESS PAN FRAI HANDLE AT CENT OF PAN PROVIDE E" nn1/1WI IN ACCORDAI' PRE-FAE TOPS RAILING INSTj INSTR VERTICAL OF SAME BOARS 2X BE 0 \ 13 MIN. 36" HIGH GUARDRAIL, ❑ MUST RESIST A SINGLE CONCENTRATED 200 LB. LIVE LOAD APPLIED ❑ IN ANY DIRECTION AT ANY POINT ALONG THE TOP, TYPICAL AT ALL LOCATIONS 13 DECK GUARD AND SCREEN SCALE: 11/2"= 1'-0" ;ESS PANEL LESS PANEL DETAIL RE U 6 Feb 2 2024 CITY OF E MONDS DEVELOPM SERVICES 8 StudioPNW A R C H I T E C T U R E 3 3 176160th PL SE BELLEVUE WA 98008 sean@studiopnw.com 206-883-2100 I B2 ENGINEERS 10600 Woodinville Drive Bothell, WA 98011 basri@b2engineers.com Tel.425.318.7047 2 12025 REGISTERED ARCH I E VJOHN JOSEPH HILL STATE OF WASHINGTON VOLPENTEST PORCH CONVERSION 802 DRIFTWOOD LN, EDMONDS, WA 98020 2/21 /2024 PERMIT DRAWINGS NO. DATE DESCRIPTION 12129/23 PERMIT DRAWINGS Q 02/21/24 REVISED PERMIT DRAWINGS PROJECT NO: Project No. MODEL FILE. 240202 Volpentest PERMIT COMMENTS AC25.pin DRAWN BY: S.H. COPYRIGHT: SHEET TITLE ENLARGED DETAILS A403 EXHAUST HOOD NOTES: RANGE HOOD EXHAUST VENT UP; INSTALL PER MANUF. INSTRUCTIONS WITH SMOOTH. GALVANIZED METAL DUCT AND BACK -DRAFT DAMPER (APPROX. LOCATION) CONTRACTOR TO CONFIRM MIN. 100 CFM INTERMITTENT, MAKE UP AIR REQUIRED IF THAT VENT IS 3-0" FROM 2.8 CFM/WATT MIN. EFFICACY EXHAUST HOOD CAPABLE OF ANY OPENING AND 10' 0" FROM MECHANICAL REQUIRED; CONTRACTOR TO EXHAUSTING IN EXCESS OF 400 INTAKES (EXCEPT WHEN 3'- VERIFY IF MAKE UP AIR CUBIC FEET PER MINUTE 0" ABOVE MECHANICAL REQUIRED (WSEC R403.6.1) (M1503.6) INTAKES) :D KITCHEN PLAN /2" = 1'-0" flA lnr /r\ nAMAn 1-11 - rl - /r\ n1�111'll'lr fl AAII'l (N) CAP PER HOOD MANUF (N)DUCT; SEE HOOD MANUF. INSTRUCTIONS (N) STORM COLLAR; WATERPROOF CONNECTION TO DUCT (N) FLASHING AND WATERPROOFING FOIL TAPE DUCT WRAP TO COLLAR CONTINUE PEEL AND STICK PERMABLE AIR BARRIER UP OVER FOIL TAPE (N) INSULATED DUCT WRAP; CONFIRM WITH MANUF. SUITABLE FOR RANGE EXHAUST DUCT (N) SILICONE SEALANT FOR CONTINUOUS AIR BARRIER, TYP. GLAVANIZED SHEET METAL COLLAR; CUT/SNIP TO SIZE FOIL TAPE DUCT TO COLLAR 2 ROOF PLAN 5.1 SCALE:1/2" = 1'-0" RANGE EXHAUST DUCT SCALE: 11/2"= 1'-0" RESUB Feb 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT StudioPNW A R C H I T E C T U R E 176160th PL SE BELLEVUE WA 98008 sean@studiopnw.com 206-883-2100 B2 ENGINEERS 10600 Woodinville Drive Bothell, WA 98011 basri@b2engineers.com Tel.425.318.7047 12025 REGISTERED ARCHIZECj JOHN JOSEPH HILL STATE OF WASHINGTON VOLPENTEST PORCH CONVERSION 802 DRIFTWOOD LN, EDMONDS, WA 98020 2/21 /2024 PERMIT DRAWINGS NO. I DATE I DESCRIPTION 1 12129/23 1 PERMIT DRAWINGS 0 102/21/24 I REVISED PERMIT DRAWINGS PROJECT NO: Project No. MODEL FILE: 240202 Volpentest PERMIT COMMENTS AC25.pin DRAWN BY: S.H. COPYRIGHT: SHEET TITLE ENLARGED KITCHEN PLAN AND ROOF PLAN A501