The URL can be used to link to this page

REV1 APPROVED BLD2023-0098+Architectural_Plan+7.10.2024_9.41.24_AM+4366846SHEET NOTES 1. ORIGINAL SHEET SIZE IS 24"x36. 2. DO NOT SCALE DRAWINGS. 3. INFORMATION FOR THE EXISTING FLOOR PLAN (DEPICTED HERE) WAS TAKEN DIRECTLY FROM THE ORIGINAL ARCHITECTURAL DRAWINGS (SUPPLIED BY THE HOMEOWNER). CONTRACTOR IS NOT TO RELY ON THESE DRAWINGS & MEASUREMENTS, AND SHOULD FIELD VERIFY ALL EXISTING CONDITIONS & MEASUREMENTS PRIOR TO ORDERING MATERIALS OR PERFORMING ANY WORK. REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric/ C4wfeoor BUILDING OFFICIAL Jul 26 2024 APPROVED DATE q q q q q POST $,-611 POST 81 -611 POST POST $1-611 POST 1 8 1/2" 8 1/2" 1 I 4'-1" 4'-1" DASHED LINE EXIST. 00, R.O. Joe R.O. T-0" 3'-2 1/2" 1, 3'-0" 4'-6" 3'-0" REPRESENTS 40 EDGE OF DECK 4 1/2" ,01 DOWN (OFF KITCHEN) SPOUT & ABOVE I I SPLASH I BLOCK POST SPOUT & POST _ (ABOVE) 1-1/2" I Cn co j 2 B SPLASH LEDGER I FACE- PPLBOARD OCN CKTO X � c� EXISTING WALL, ICJ �' EXTENDING OUT M TO DEC -POST POST 80 Z� ii- __�' POST (. r2% 00 A2.11 POST 0 z = U) X � w w, ALIGN WINDOW WITH KITCHEN DOOR ABOVE 0 \a BASEMENT FLOOR PLAN SCALE: 1/4" =1'-0" BEDROOM 0 CLOSET REC. ROOM w UP w GARAGE PROVIDE EV-READY PARKING THAT IS DESIGNED AND CONSTRUCTED TO INCLUDE A FULLY WIRED CIRCUIT WITH A LEVEL 2 OR 3 ELECTRIC VEHICLE CHARGING RECEPTACLE OUTLET OR TERMINATION POINT, INCLUDING CONDUIT AND WIRING AND THE ELECTRICAL SERVICE CAPACITY NECESSARY TO SERVE THE RECEPTACLE, THAT ALLOWS FOR FUTURE INSTALLATION OF AN ELECTRICAL VEHICLE CHARGING STATION (ECDC 17.115.020.K) w LANDING 3T @ 12" EA. = 3'-0" UP lie AIIIIIIIIIIII11M 7'-0" LANDING ■ DASHED LINE REPRESENTS EDGE OF DECK (OFF BEDROOM) ABOVE SEE SHEET A2-14 FOR STAIR / ENTRY CANOPY DETAILS N� COUPE ARCHTECTURE MAPLE VALLEY I WALLA WALLA P.O. Box 560 Maple Valley, WA 98038 www.000PEarchitecture.com CONSULTANT BLD2023-0098 CLIENT KLEVEN RESIDENCE 734 Fir Street Edmonds, WA 98020 This space reserved for: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISION Jul 10 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT NO. DATE REV. �1 7/10/2024 OWNER REVISIONS ARCHITECT SEAL 9931 REGISTERED AR HI CT BRANDON J ES Y STATE OF WASH TON SHEET TITLE NEW BASEMENT PLAN PROJECT NO. EDS : BLD2023-0098 COUPE: 202105 SHEET DATE 6/6/2022 SHEET NUMBER Al ■ 50 ©2022 COUPEarchitecture SHEET NOTES 1.ORIGINAL SHEET SIZE IS 24"x36". 2. DO NOT SCALE DRAWINGS. 3. INFORMATION FOR THE EXISTING FLOOR PLAN (DEPICTED HERE) WAS TAKEN DIRECTLY FROM THE ORIGINAL ARCHITECTURAL DRAWINGS (SUPPLIED BY THE HOMEOWNER). CONTRACTOR IS NOT TO RELY ON THESE DRAWINGS & MEASUREMENTS, AND SHOULD FIELD VERIFY ALL EXISTING CONDITIONS & MEASUREMENTS PRIOR TO ORDERING MATERIALS OR PERFORMING ANY WORK. POST POST 2 A2.11 POST POST 8'-6„ POST 8'-6„ POST I I EXIST. SEE SHEET Ax-xx FOR DECK DETAILS EDGE OF DECK ABOVE Z� 80 I O I z = _ 0 N U) 't 0 X Lu DECK �o _ I I _1 00 I C/) co X N w Q w0 = z 0zR z > z w�0� w N O N N 4'-1" I 4'-1" o r, o r, 6'-0" 6 1/2" �ALI DOWN SPOUT DINING KITCHEN REF j — c� RECESSED LANDSCAPE AREA z 0 UP z DOWN SPOUT & SPLASH J BLOCK (DIVERTED INTO co 4'-0" LANDSCAPING) in DOWN SPOUT & SPLASH BLOCK (DIVERTED INTO LANDSCAPING) 2T @ 12" EA. = 2'-0" MAIN LEVEL FLOOR PLAN SCALE: 1/4" =1'-0" 1 A2.13 3'-5 1/2" 4'-0" LIVING ROOM (D 3'-5 1/2" UP COATS ■ EXISTING R.O. DN ■ 6'-3" (FV) DN EDGE OF ROOF ABOVE 8'-0" LANDING oe 3T @ 12" EA. 3'-0" , 2'-8" 6'-0" 3, 5„ (FV) R.O. 6 1/2" , , 4 1/2" �A IGN DOWN SPOUT BATH ) FFO �C LANDING 3T @ 12" EA. 3'-0" REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION ffri,c/ C4wfeoor BUILDING OFFICIAL Jul 26 2024 APPROVED DATE POST 8,-6„ POST 2'-7" 41- 1 " I R.O. R.O. EXIST. 4 1/2" BEDROOM CLOSET CLOSET BEDROOM 4'- 1 " R.O. LANDING SEE SHEET A2-14 FOR STAIR / ENTRY CANOPY DETAILS SEE SHEET Ax-xx FOR I DECK DETAILS POST N DECK I u) L? LXU POST v ti0 I^ N N� COUPE MAPLE VALLEY I WALLA WALLA P.O. Box 560 Maple Valley, WA 98038 www.000PEarchitecture.com CONSULTANT BLD2023-0098 CLIENT KLEVEN RESIDENCE 734 Fir Street Edmonds, WA 98020 This space reserved for: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISION Jul 10 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT NO. DATE REV. 1� 7/10/2024 OWNER REVISIONS ARCHITECT SEAL 9931 REGISTERED ARCHI CT BRANDON Jd ES Y STATE OF WASH TON SHEET TITLE NEW MAIN LEVEL PLAN PROJECT NO. EDS : BLD2023-0098 COUPE: 202105 SHEET DATE 6/6/2022 SHEET NUMBER Al ■ 5l ©2022 COUPEarchitecture SHEET NOTES 1. ORIGINAL SHEET SIZE IS 2411x3611 . 2. DO NOT SCALE DRAWINGS. 3. INFORMATION FOR THE EXISTING FLOOR PLAN (DEPICTED HERE) WAS TAKEN DIRECTLY FROM THE ORIGINAL ARCHITECTURAL DRAWINGS (SUPPLIED BY THE HOMEOWNER). CONTRACTOR IS NOT TO RELY ON THESE DRAWINGS & MEASUREMENTS, AND SHOULD FIELD VERIFY ALL EXISTING CONDITIONS & MEASUREMENTS PRIOR TO ORDERING MATERIALS OR PERFORMING ANY WORK. 1 A2.13 4'-1" 4'-1" 2'-8" 2'-/ " 4'-1" EXIST. J. R.O. R.O. 6-0" T-5 1/2" 00 4'-0" 00 3'-5 1/2" 6-0" 3' 5" (FV) R.O. R.O. R.O. 4 1/2" 2-8 6 1/2" 6 1/2" 4 1/2" 4 1/2" SEE SHEET Ax-xx FOR R.Q. 00, 00, DECK DETAILS o � DECK o DOWN 0 DOWN SPOUT SPOUT 0 41 i U - O w 6" OPEN TO PRIMARY 2ND FLOOR E BEDROOM BELOW STUDY ROOF 2 A2.11 CLOSET � O �' CLOSET CLOSET ❑ 0 w O IY 0 w UPPER LEVEL FLOOR PLAN SCALE: 1/4" = 1'-0" BATH 1�1 C 0 DOWNSPOUT d DN 8 7 8 9 10 11 12 13 5 4 3 2 1 11 4 1/2" 4 1/2" 4'-1" 4'-1" 4'-1" R.O. R.O. LV R.O. I <�> 11 m <�> 11 <�> m W N ❑ O NEW WINDOW UTILIZES Cf) EXISTING WINDOW LOCATION DOWNSPOUT ENTRY CANOPY ROOF "A -STYLE" GUTTER BEDROOM 4'- 1 " R.O. W N a-= O= CO REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION ffri,c/ C4wfeoor BUILDING OFFICIAL Jul 26 2024 APPROVED DATE EXIST. SEE SHEET Ax-xx FOR DECK DETAILS DECK co ❑� W M Q iv LO /> ~ 0 / DOWN SPOUT & ELBOW KICK -OUT ONTO ENTRY ROOF SURFACE w N� COUPE ARCHTECTURE MAPLE VALLEY I WALLA WALLA P.O. Box 560 Maple Valley, WA 98038 www.000PEarchitecture.com CONSULTANT BLD2023-0098 CLIENT KLEVEN RESIDENCE 734 Fir Street Edmonds, WA 98020 This space reserved for: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISION Jul 10 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT NO. DATE REV. �1 \ 7/10/2024 OWNER REVISIONS ARCHITECT SEAL 9931 REGISTERED ARCHI CT BRANDON J;1 ES Y STATE OF WASH TON SHEET TITLE NEW UPPER LEVEL PLAN PROJECT NO. EDS : BLD2023-0098 COUPE: 202105 SHEET DATE 6/6/2022 Al SHEET NUMBER ■ 52 ©2022 COUPEarchitecture SHEET NOTES 1. ORIGINAL SHEET SIZE IS 24"x36' 2. DO NOT SCALE DRAWINGS. 3. INFORMATION FOR THE EXISTING FLOOR PLAN (DEPICTED HERE) WAS TAKEN DIRECTLY FROM THE ORIGINAL ARCHITECTURAL DRAWINGS (SUPPLIED BY THE HOMEOWNER). CONTRACTOR IS NOT TO RELY ON THESE DRAWINGS & MEASUREMENTS, AND SHOULD FIELD VERIFY ALL EXISTING CONDITIONS & MEASUREMENTS PRIOR TO ORDERING MATERIALS OR PERFORMING ANY WORK. A, F_ is w a NEW 2'-0" EAVE w O EXTENSION o z CV w X X ww Z "A -STYLE" GUTTER EXISTING EAVE (2--0", FIELD VERIFY) 3 1 A2.13 EXISTING EAVE (2'-0", FIELD VERIFY) w Qz w0 U) oZ >N w H x ww z NEW 2'-0" EAVE EXTENSION "A -STYLE" GUTTER PrIMAF�Y BEDROOM DECK�(BELOW) I�//�—��I �TUDY DECK (BEL I 1 r DOWNSPOUT DOWNSPOUT I } Q w w> Z c� U)LL z� w o U) J CV w� MAIN LEVEL 2 D CK (BELOW) I \ I A2.11 RIDGE MAI AIN SAME RIDGE ENT AREA I� ° w� zw w�o II > �J II w� C� Z W U)LL n II wo II II L� DOWNSPOUT "A -STYLE" GUTTER NEW 2'-0" EAVE EXTENSION OCEDAR SOFFIT. 1"x4" CLEAR CEDAR TONGUE -AND -GROOVE SIDING, MAHOGANY STAIN, BLIND NAILED. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. ROOF PLAN SCALE: 1 /4" =1'-0" EXISTING SLOPE w 0 w c� 0 EXISTING SLOPE EXISTING SLOPE MAINTAIN SAME RIDGE VENT AREA II J q4 F� EXISTING SLOPE �w 0- 0 J X cn w RID E III J� LJ n ZW II �0 Xw CO I I L �i//� DOWNSPOUT �i ENTRY CANOPY 3 ROOF (BELOW) "A-STYL L ° ° ° ° TTER REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric C4*,ter BUILDING OFFICIAL Jul 26 2024 APPROVED DATE Q w w> Z� w U)LL w CV wLL w> (D 0 Z W U)U_ w� CV ❑ ❑ J NEW 2'-0" EAVE EXTENSION 3 COUPE MAPLE VALLEY I WALLA WALLA P.O. Box 560 Maple Valley, WA 98038 www.000PEarchitecture.com CONSULTANT BLD2023-0098 CLIENT KLEVEN RESIDENCE 734 Fir Street Edmonds, WA 98020 This space reserved for: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISION Jul 10 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT NO. DATE REV. Z 7/10/2024 OWNER REVISIONS ARCHITECT SEAL �993t REGISTERED ARCHI CT BRANDON J ES Y STATE OF WASH TON SHEET TITLE NEW ROOF PLAN PROJECT NO. EDS : BLD2023-0098 COUPE: 202105 SHEET DATE 6/6/2022 SHEET NUMBER Al ■ 53 ©2022 COUPEarchitecture SHEET NOTES 1. ORIGINAL SHEET SIZE IS 24"x36". 2. DO NOT SCALE OFF OF DRAWINGS. IF LOCATION OF A WALL / ELEMENT / ETC. IS UNKNOWN, CONTACT ARCHITECT. (H) LAP BOARD SIDING(DARKGRAY). JAMES HARDIE "HARDI-PLANK" LAP SIDING, "SMOOTH", PRIMED FOR PAINT . 6 EXPOSURE. INSTALL AS A RAINSCREEN SYSTEM. COLOR = SHERWIN WILLIAMS "SW-7068 GRIZZLE GRAY". PRIME SURFACE (IF NOT ALREADY PRE -PRIMED BY JAMES HARDIE) WITH APPROVED EXTERIOR SHERWIN WILLIAMS PRIMER, THEN PAINT SURFACE WITH AT LEAST TWO (2) COATS OF PAINT (UNLESS DIRECTED OTHERWISE BY PAINT MANUFACTURER). PAINT SHEEN TO BE SATIN. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. 02 PANEL SIDING (DARK GRAY). JAMES HARDIE "HARDI-PANEL". INSTALL AS A RAINSCREEN SYSTEM. UTILIZE MANUFACTURER -APPROVED STAINLESS STEEL JOINTS. JOINTS SHOULD BE LOCATED AS SHOWN (DASHED) ON DRAWINGS. IF NO JOINTS ARE SHOWN, CONTACT ARCHITECT FIRST FOR CLARIFICATION. PANEL SIZES SHOULD NEVER EXCEED MANUFACTURER'S RECOMMENDATIONS. COLOR = SHERWIN WILLIAMS "SW-7068 GRIZZLE GRAY". PRIME SURFACE (IF NOT ALREADY PRE -PRIMED BY JAMES HARDIE) WITH APPROVED EXTERIOR SHERWIN WILLIAMS PRIMER, THEN PAINT SURFACE WITH AT LEAST TWO (2) COATS OF PAINT (UNLESS DIRECTED OTHERWISE BY PAINT MANUFACTURER). PAINT SHEEN TO BE SATIN. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. 03 CEDAR SOFFIT. 1"x4" CLEAR CEDAR TONGUE -AND -GROOVE SIDING, MAHOGANY STAIN, BLIND NAILED. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. 04 STEEL. SIZE PER STRUCTURAL DRAWINGS. COAT WITH EXTERIOR -GRADE PRIMER. PAINT WITH EXTERIOR STEEL -GRADE PAINT. COLOR = SHERWIN WILLIAMS "SW-6258 TRICORN BLACK". NORTH ELEVATION (NEW) NOTE: FOR CLARIFCATION OF THE BUILDING COLORS, REFERENCE THE PROJECT RENDERING IMAGES I A, 05 PANEL SIDING (BLACK). JAMES HARDIE "HARD I -PANEL". INSTALL AS A 08 BOARD & BATTEN SIDING (oARKGRAY). JAMES HARDIE VERTICAL SIDING, 11 RAINSCREEN SYSTEM. UTILIZE MANUFACTURER -APPROVED "SMOOTH", "PRIMED FOR PAINT". BATTENS AT 16" O.C. (STUD -SPACING) STAINLESS STEEL JOINTS. JOINTS SHOULD BE LOCATED AS SHOWN ON OVER JAMES HARDIE 4'-0" PANEL SHEETS. INSTALL AS A RAINSCREEN DRAWINGS. IF NO JOINTS ARE SHOWN, CONTACT ARCHITECT FIRST SYSTEM. COLOR = SHERWIN WILLIAMS "SW-7068 GRIZZLE GRAY". FOR CLARIFICATION. PANEL SIZES SHOULD NEVER EXCEED PRIME SURFACE (IF NOT ALREADY PRE -PRIMED BY JAMES HARDIE) MANUFACTURER'S RECOMMENDATIONS. COLOR = SHERWIN WILLIAMS WITH APPROVED EXTERIOR SHERWIN WILLIAMS PRIMER, THEN PAINT "SW-6258 TRICORN BLACK". PRIME SURFACE (IF NOT ALREADY SURFACE WITH AT LEAST TWO (2) COATS OF PAINT (UNLESS DIRECTED PRE -PRIMED BY JAMES HARDIE) WITH APPROVED EXTERIOR SHERWIN OTHERWISE BY PAINT MANUFACTURER). PAINT SHEEN TO BE SATIN. WILLIAMS PRIMER, THEN PAINT SURFACE WITH AT LEAST TWO (2) CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR COATS OF PAINT (UNLESS DIRECTED OTHERWISE BY PAINT SUSPECTED DESIGN DEVIATIONS. MANUFACTURER). PAINT SHEEN TO BE SATIN. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. O O COLUMN WRAPS. WRAP COLUMNS WITH 1"x WINDSOR ONE TRIM BOARD. COLOR = SHERWIN WILLIAMS "SW-6258 TRICORN BLACK". PRIME SURFACE (IF NOT ALREADY PRE -PRIMED) WITH APPROVED EXTERIOR SHERWIN WILLIAMS PRIMER, THEN PAINT SURFACE WITH AT LEAST TWO (2) COATS OF PAINT (UNLESS DIRECTED OTHERWISE BY PAINT MANUFACTURER). PAINT SHEEN TO BE SATIN. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. TRIM. UTILIZE 2"x WINDSOR ONE TRIM BOARD. COLOR = SHERWIN WILLIAMS "SW-6258 TRICORN BLACK". PRIME SURFACE (IF NOT ALREADY PRE -PRIMED) WITH APPROVED EXTERIOR SHERWIN WILLIAMS PRIMER, THEN PAINT SURFACE WITH AT LEAST TWO (2) COATS OF PAINT (UNLESS DIRECTED OTHERWISE BY PAINT MANUFACTURER). PAINT SHEEN TO BE SATIN. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. 0 2' 4' 8' 16' 2 PLYWOOD PANEL. 1/2" 4'x8' OKUME BS-1088 PLYWOOD - SOURCE FROM CROSSCUT HARDWOODS (4100 1ST AVE S., SEATTLE, WA). INSTALL AS A RAINSCREEN SYSTEM. ALL PANEL FACES & EDGES (FIELD -CUT OR NOT) SHALL BE SEALED WITH CLEAR -COAT EXTERIOR POLYURETHANE, MATTE SHEEN. EDGE -SEALING TO BE DONE (AND COMPLETELY CURED) PRIOR TO INSTALLATION. UTILIZE JAMES HARDIE SYSTEM STAINLESS STEEL JOINTS. JOINTS SHOULD BE LOCATED AS SHOWN ON DRAWINGS. IF NO JOINTS ARE SHOWN, CONTACT ARCHITECT FIRST FOR CLARIFICATION. COLOR = CHERRY. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. ASPHALT SHINGLE ROOF. CERTAINTEED "LANDMARK" SERIES. COLOR = MAX DEF MOIRE BLACK. ROOF SHEATHING SHOULD BE COVERED WITH MINIMUM OF 30-POUND FELT PAPER AND CORRESPONDING ICE SHIELD, AND CARRY A MINIMUM 30-YEAR WARRANTY. VALLEYS TO BE COLOR -MATCHED METAL. RIDGE VENTS TO BE INSTALLED WITH LAPS FACING EAST OR NORTH (SO THAT PROMINENT WINDS DON'T LIFT ANY SHINGLES). CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. SOUTH ELEVATION (NEW) I, THE A9-SERIES DRAWINGS. REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION LL ry > J w Eric. C4wfeoor BUILDING OFFICIAL Jul 26 2024 APPROVED DATE 25'-0" HEIGHT LIMIT (ELEV. 263.48') UPPER LEVEL CEILING = +24'-8" UPPER LEVEL FINISH FLOOR = +16-11" MAIN LEVEL CEILING = +16-1" MAIN LEVEL FINISH FLOOR = +8'-4" (ELEV. 244.9') BASEMENT LEVEL CEILING = +7'-6" AVERAGE GRADE PLANE (ELEV. 238.48') BASEMENT LEVEL FINISH FLOOR = 0'-0" (ELEV. 235.8') ROOF FASCIA BOARDS & GUTTERS. FASCIA BOARD TO BE 1" x 10" WINDSOR ONE TRIM BOARD. COLOR = SHERWIN WILLIAMS "SW-6258 TRICORN BLACK". PRIME SURFACE (IF NOT ALREADY PRE -PRIMED) WITH APPROVED EXTERIOR SHERWIN WILLIAMS PRIMER, THEN PAINT SURFACE WITH AT LEAST TWO (2) COATS OF PAINT (UNLESS DIRECTED OTHERWISE BY PAINT MANUFACTURER). GUTTERS TO BE CUSTOM RECTANGULAR (3" DEEP BY 6" TALL), WITH 2" BY 2" SQUARE DOWNSPOUTS (LOCATION PER CIVIL & ARCHITECT). DOWNSPOUT COLOR TO MATCH ADJACENT FACADE SURFACE. PAINT SHEEN TO BE SATIN. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. DECK FASCIA. FASCIA BOARD TO BE 1" x 12" WINDSOR ONE TRIM BOARD. COLOR = SHERWIN WILLIAMS "SW-6258 TRICORN BLACK". PRIME SURFACE (IF NOT ALREADY PRE -PRIMED) WITH APPROVED EXTERIOR SHERWIN WILLIAMS PRIMER, THEN PAINT SURFACE WITH AT LEAST TWO (2) COATS OF PAINT (UNLESS DIRECTED OTHERWISE BY PAINT MANUFACTURER). PAINT SHEEN TO BE SATIN. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. CEDAR TRELLIS. CLEAR CEDAR 2x6 BOARDS, SPACED 8" ON CENTER (WITH TOP OF TOP BOARD NEAR SOFFIT SPACED 2-1/2" DOWN FROM SOFFIT). STAIN TO MATCH MAHOGANY CEDAR SIDING. STEEL TUBES HAVE THREADED STUDS WELDED TO THEM FOR MOUNTING OF BOARDS. CONCRETE. CONCRETE PER STRUCTURAL DRAWINGS. CLEAN & UNDAMAGED FORM BOARDS TO BE UTILIZED, TO ENSURE A HIGH -QUALITY FINISH AESTHETIC. PROPER VIBRATION OF CONCRETE TO BE UTILIZED DURING PLACEMENT, SO THAT NO 'HONEYCOMBING' OCCURS (THEREFORE AVOIDING ANY 'SACKING & PATCH' FIXES). BLACK TAR/RUBBER ROLL-ON WATERPROOFING (NOT DAMPPROOFING) TO STOP 2" ABOVE FINISH GRADE. DRAINAGE MAT TO BE INSTALLED OVER WATERPROOFING (GRADE DOWN TO BOTTOM OF FOOTING) 2' 4' 8' 16' COUPE MAPLE VALLEY I WALLA WALLA P.O. Box 560 Maple Valley, WA 98038 www.000PEarchitecture.com CONSULTANT BLD2023-0098 CLIENT KLEVEN RESIDENCE 734 Fir Street Edmonds, WA 98020 This space reserved for: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISION Jul 10 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT NO. DATE REV. Al 7/10/2024 OWNER REVISIONS ARCHITECT SEAL 9931 REGISTERED ARCHi CT BRANDON J ES Y STATE OF WASH TON SHEET TITLE NEW NORTH / SOUTH ELEVATIONS PROJECT NO. EDS : BLD2023-0098 COUPE: 202105 SHEET DATE 6/6/2022 SHEET NUMBER A2ml SCALE: 1 /4" = 1'-0" SCALE: 1/4" = 1'-0" SHEET NOTES 1. ORIGINAL SHEET SIZE IS 24"x36' 2. DO NOT SCALE OFF OF DRAWINGS. IF LOCATION OF A WALL / ELEMENT / ETC. IS UNKNOWN, CONTACT ARCHITECT. (H) LAP BOARD SIDING(DARKGRAY). JAMES HARDIE "HARDI-PLANK" LAP SIDING, SMOOTH""PRIMED PRIMED FOR PAINT". 6 EXPOSURE. INSTALL AS A RAINSCREEN SYSTEM. COLOR = SHERWIN WILLIAMS "SW-7068 GRIZZLE GRAY". PRIME SURFACE (IF NOT ALREADY PRE -PRIMED BY JAMES HARDIE) WITH APPROVED EXTERIOR SHERWIN WILLIAMS PRIMER, THEN PAINT SURFACE WITH AT LEAST TWO (2) COATS OF PAINT (UNLESS DIRECTED OTHERWISE BY PAINT MANUFACTURER). PAINT SHEEN TO BE SATIN. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. 02 PANEL SIDING (DARK GRAY). JAMES HARDIE "HARDI-PANEL". INSTALL AS A RAINSCREEN SYSTEM. UTILIZE MANUFACTURER -APPROVED STAINLESS STEEL JOINTS. JOINTS SHOULD BE LOCATED AS SHOWN (DASHED) ON DRAWINGS. IF NO JOINTS ARE SHOWN, CONTACT ARCHITECT FIRST FOR CLARIFICATION. PANEL SIZES SHOULD NEVER EXCEED MANUFACTURER'S RECOMMENDATIONS. COLOR = SHERWIN WILLIAMS "SW-7068 GRIZZLE GRAY". PRIME SURFACE (IF NOT ALREADY PRE -PRIMED BY JAMES HARDIE) WITH APPROVED EXTERIOR SHERWIN WILLIAMS PRIMER, THEN PAINT SURFACE WITH AT LEAST TWO (2) COATS OF PAINT (UNLESS DIRECTED OTHERWISE BY PAINT MANUFACTURER). PAINT SHEEN TO BE SATIN. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. 03 CEDAR SOFFIT. 1 "x4" CLEAR CEDAR TONGUE -AND -GROOVE SIDING, MAHOGANY STAIN, BLIND NAILED. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. OSTEEL. SIZE PER STRUCTURAL DRAWINGS. COAT WITH EXTERIOR -GRADE PRIMER. PAINT WITH EXTERIOR STEEL -GRADE PAINT. COLOR = SHERWIN WILLIAMS "SW-6258 TRICORN BLACK". EAST ELEVATION (NEW) NOTE: FOR CLARIFCATION OF THE BUILDING COLORS, REFERENCE THE PROJECT RENDERING IMAGES I OPANEL SIDING (BLACK). JAMES HARDIE "HARD I -PANEL". INSTALL AS A 08 BOARD & BATTEN SIDING (DARKGRAY). JAMES HARDIE VERTICAL SIDING, 11 RAINSCREEN SYSTEM. UTILIZE MANUFACTURER -APPROVED "SMOOTH", "PRIMED FOR PAINT". BATTENS AT 16" O.C. (STUD -SPACING) STAINLESS STEEL JOINTS. JOINTS SHOULD BE LOCATED AS SHOWN ON OVER JAMES HARDIE 4'-0" PANEL SHEETS. INSTALL AS A RAINSCREEN DRAWINGS. IF NO JOINTS ARE SHOWN, CONTACT ARCHITECT FIRST SYSTEM. COLOR = SHERWIN WILLIAMS "SW-7068 GRIZZLE GRAY". FOR CLARIFICATION. PANEL SIZES SHOULD NEVER EXCEED PRIME SURFACE (IF NOT ALREADY PRE -PRIMED BY JAMES HARDIE) MANUFACTURER'S RECOMMENDATIONS. COLOR = SHERWIN WILLIAMS WITH APPROVED EXTERIOR SHERWIN WILLIAMS PRIMER, THEN PAINT "SW-6258 TRICORN BLACK". PRIME SURFACE (IF NOT ALREADY SURFACE WITH AT LEAST TWO (2) COATS OF PAINT (UNLESS DIRECTED PRE -PRIMED BY JAMES HARDIE) WITH APPROVED EXTERIOR SHERWIN OTHERWISE BY PAINT MANUFACTURER). PAINT SHEEN TO BE SATIN. WILLIAMS PRIMER, THEN PAINT SURFACE WITH AT LEAST TWO (2) CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR COATS OF PAINT (UNLESS DIRECTED OTHERWISE BY PAINT SUSPECTED DESIGN DEVIATIONS. MANUFACTURER). PAINT SHEEN TO BE SATIN. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. O O COLUMN WRAPS. WRAP COLUMNS WITH 1"x WINDSOR ONE TRIM BOARD. COLOR = SHERWIN WILLIAMS "SW-6258 TRICORN BLACK". PRIME SURFACE (IF NOT ALREADY PRE -PRIMED) WITH APPROVED EXTERIOR SHERWIN WILLIAMS PRIMER, THEN PAINT SURFACE WITH AT LEAST TWO (2) COATS OF PAINT (UNLESS DIRECTED OTHERWISE BY PAINT MANUFACTURER). PAINT SHEEN TO BE SATIN. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. TRIM. UTILIZE 2"x WINDSOR ONE TRIM BOARD. COLOR = SHERWIN WILLIAMS "SW-6258 TRICORN BLACK". PRIME SURFACE (IF NOT ALREADY PRE -PRIMED) WITH APPROVED EXTERIOR SHERWIN WILLIAMS PRIMER, THEN PAINT SURFACE WITH AT LEAST TWO (2) COATS OF PAINT (UNLESS DIRECTED OTHERWISE BY PAINT MANUFACTURER). PAINT SHEEN TO BE SATIN. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. 0 2' 4' 8' 16' PLYWOOD PANEL. 1/2" 4'x8' OKUME BS-1088 PLYWOOD - SOURCE FROM CROSSCUT HARDWOODS (4100 1ST AVE S., SEATTLE, WA). INSTALL AS A RAINSCREEN SYSTEM. ALL PANEL FACES & EDGES (FIELD -CUT OR NOT) SHALL BE SEALED WITH CLEAR -COAT EXTERIOR POLYURETHANE, MATTE SHEEN. EDGE -SEALING TO BE DONE (AND COMPLETELY CURED) PRIOR TO INSTALLATION. UTILIZE JAMES HARDIE SYSTEM STAINLESS STEEL JOINTS. JOINTS SHOULD BE LOCATED AS SHOWN ON DRAWINGS. IF NO JOINTS ARE SHOWN, CONTACT ARCHITECT FIRST FOR CLARIFICATION. COLOR = CHERRY. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. ASPHALT SHINGLE ROOF. CERTAINTEED "LANDMARK" SERIES. COLOR = MAX DEF MOIRE BLACK. ROOF SHEATHING SHOULD BE COVERED WITH MINIMUM OF 30-POUND FELT PAPER AND CORRESPONDING ICE SHIELD, AND CARRY A MINIMUM 30-YEAR WARRANTY. VALLEYS TO BE COLOR -MATCHED METAL. RIDGE VENTS TO BE INSTALLED WITH LAPS FACING EAST OR NORTH (SO THAT PROMINENT WINDS DON'T LIFT ANY SHINGLES). CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. THE A9-SERIES DRAWINGS. REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric. C4wfeoor BUILDING OFFICIAL Jul 26 2024 APPROVED DATE 25'-0" HEIGHT LIMIT (ELEV. 263.48') ENTS 42" HIGH \ UPPER LEVEL GLASS RAILING CEILING = +24'-8" UPPER LEVEL FINISH FLOOR = +16-11" MAIN LEVEL CEILING = +16-1" MAIN LEVEL FINISH FLOOR = +8'-4" (ELEV. 244.9') BASEMENT LEVEL \ CEILING = +7'-6" LL E LLI C° > AVERAGE GRADE PLANE o (ELEV. 238.48') LL BASEMENT LEVEL FINISH FLOOR = 0'-0" (ELEV. 235.8') ROOF FASCIA BOARDS & GUTTERS. FASCIA BOARD TO BE 1" x 10" WINDSOR ONE TRIM BOARD. COLOR = SHERWIN WILLIAMS "SW-6258 TRICORN BLACK". PRIME SURFACE (IF NOT ALREADY PRE -PRIMED) WITH APPROVED EXTERIOR SHERWIN WILLIAMS PRIMER, THEN PAINT SURFACE WITH AT LEAST TWO (2) COATS OF PAINT (UNLESS DIRECTED OTHERWISE BY PAINT MANUFACTURER). GUTTERS TO BE CUSTOM RECTANGULAR (3" DEEP BY 6" TALL), WITH 2" BY 2" SQUARE DOWNSPOUTS (LOCATION PER CIVIL & ARCHITECT). DOWNSPOUT COLOR TO MATCH ADJACENT FACADE SURFACE. PAINT SHEEN TO BE SATIN. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. DECK FASCIA. FASCIA BOARD TO BE 1" x 12" WINDSOR ONE TRIM BOARD. COLOR = SHERWIN WILLIAMS "SW-6258 TRICORN BLACK". PRIME SURFACE (IF NOT ALREADY PRE -PRIMED) WITH APPROVED EXTERIOR SHERWIN WILLIAMS PRIMER, THEN PAINT SURFACE WITH AT LEAST TWO (2) COATS OF PAINT (UNLESS DIRECTED OTHERWISE BY PAINT MANUFACTURER). PAINT SHEEN TO BE SATIN. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. CEDAR TRELLIS. CLEAR CEDAR 2x6 BOARDS, SPACED 8" ON CENTER (WITH TOP OF TOP BOARD NEAR SOFFIT SPACED 2-1/2" DOWN FROM SOFFIT). STAIN TO MATCH MAHOGANY CEDAR SIDING. STEEL TUBES HAVE THREADED STUDS WELDED TO THEM FOR MOUNTING OF BOARDS. CONCRETE. CONCRETE PER STRUCTURAL DRAWINGS. CLEAN & UNDAMAGED FORM BOARDS TO BE UTILIZED, TO ENSURE A HIGH -QUALITY FINISH AESTHETIC. PROPER VIBRATION OF CONCRETE TO BE UTILIZED DURING PLACEMENT, SO THAT NO 'HONEYCOMBING' OCCURS (THEREFORE AVOIDING ANY 'SACKING & PATCH' FIXES). BLACK TAR/RUBBER ROLL-ON WATERPROOFING (NOT DAMPPROOFING) TO STOP 2" ABOVE FINISH GRADE. DRAINAGE MAT TO BE INSTALLED OVER WATERPROOFING (GRADE DOWN TO BOTTOM OF FOOTING) COUPE ARCH TECTURE MAPLE VALLEY I WALLA WALLA P.O. Box 560 Maple Valley, WA 98038 www.000PEarchitecture.com CONSULTANT BLD2023-0098 CLIENT KLEVEN RESIDENCE 734 Fir Street Edmonds, WA 98020 This space reserved for: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISION Jul 10 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT NO. DATE REV. z1� 7/10/2024 OWNER REVISIONS ARCHITECT SEAL 9931 REGISTERED ARCH!CT BRANDON J� ES Y STATE OF WASH TON SHEET TITLE NEW EAST ELEVATION PROJECT NO. EDS : BLD2023-0098 COUPE: 202105 SHEET DATE 6/6/2022 SHEET NUMBER A2n12 SCALE: 1 /4" =1'-0" SHEET NOTES 1. ORIGINAL SHEET SIZE IS 24"x36' 2. DO NOT SCALE OFF OF DRAWINGS. IF LOCATION OF A WALL / ELEMENT / ETC. IS UNKNOWN, CONTACT ARCHITECT. DASHED LINE REPRES (RIM -JOIST MOUNTED) C SYS (H) LAP BOARD SIDING(DARKGRAY). JAMES HARDIE "HARDI-PLANK" LAP SIDING, SMOOTH""PRIMED PRIMED FOR PAINT . 6 EXPOSURE. INSTALL AS A RAINSCREEN SYSTEM. COLOR = SHERWIN WILLIAMS "SW-7068 GRIZZLE GRAY". PRIME SURFACE (IF NOT ALREADY PRE -PRIMED BY JAMES HARDIE) WITH APPROVED EXTERIOR SHERWIN WILLIAMS PRIMER, THEN PAINT SURFACE WITH AT LEAST TWO (2) COATS OF PAINT (UNLESS DIRECTED OTHERWISE BY PAINT MANUFACTURER). PAINT SHEEN TO BE SATIN. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. OPANEL SIDING (DARK GRAY). JAMES HARDIE "HARDI-PANEL". INSTALL AS A RAINSCREEN SYSTEM. UTILIZE MANUFACTURER -APPROVED STAINLESS STEEL JOINTS. JOINTS SHOULD BE LOCATED AS SHOWN (DASHED) ON DRAWINGS. IF NO JOINTS ARE SHOWN, CONTACT ARCHITECT FIRST FOR CLARIFICATION. PANEL SIZES SHOULD NEVER EXCEED MANUFACTURER'S RECOMMENDATIONS. COLOR = SHERWIN WILLIAMS "SW-7068 GRIZZLE GRAY". PRIME SURFACE (IF NOT ALREADY PRE -PRIMED BY JAMES HARDIE) WITH APPROVED EXTERIOR SHERWIN WILLIAMS PRIMER, THEN PAINT SURFACE WITH AT LEAST TWO (2) COATS OF PAINT (UNLESS DIRECTED OTHERWISE BY PAINT MANUFACTURER). PAINT SHEEN TO BE SATIN. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. 03 CEDAR SOFFIT. 1"x4" CLEAR CEDAR TONGUE -AND -GROOVE SIDING, MAHOGANY STAIN, BLIND NAILED. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. OSTEEL. SIZE PER STRUCTURAL DRAWINGS. COAT WITH EXTERIOR -GRADE PRIMER. PAINT WITH EXTERIOR STEEL -GRADE PAINT. COLOR = SHERWIN WILLIAMS "SW-6258 TRICORN BLACK". WEST ELEVATION (NEW) NOTE: FOR CLARIFCATION OF THE BUILDING COLORS, REFERENCE THE PROJECT RENDERING IMAGES Ir A, 05 PANEL SIDING (BLACK). JAMES HARDIE "HARD I -PANEL". INSTALL AS A 08 BOARD & BATTEN SIDING (DARKGRAY). JAMES HARDIE VERTICAL SIDING, 11 RAINSCREEN SYSTEM. UTILIZE MANUFACTURER -APPROVED "SMOOTH", "PRIMED FOR PAINT". BATTENS AT 16" O.C. (STUD -SPACING) STAINLESS STEEL JOINTS. JOINTS SHOULD BE LOCATED AS SHOWN ON OVER JAMES HARDIE 4'-0" PANEL SHEETS. INSTALL AS A RAINSCREEN DRAWINGS. IF NO JOINTS ARE SHOWN, CONTACT ARCHITECT FIRST SYSTEM. COLOR = SHERWIN WILLIAMS "SW-7068 GRIZZLE GRAY". FOR CLARIFICATION. PANEL SIZES SHOULD NEVER EXCEED PRIME SURFACE (IF NOT ALREADY PRE -PRIMED BY JAMES HARDIE) MANUFACTURER'S RECOMMENDATIONS. COLOR = SHERWIN WILLIAMS WITH APPROVED EXTERIOR SHERWIN WILLIAMS PRIMER, THEN PAINT "SW-6258 TRICORN BLACK". PRIME SURFACE (IF NOT ALREADY SURFACE WITH AT LEAST TWO (2) COATS OF PAINT (UNLESS DIRECTED PRE -PRIMED BY JAMES HARDIE) WITH APPROVED EXTERIOR SHERWIN OTHERWISE BY PAINT MANUFACTURER). PAINT SHEEN TO BE SATIN. WILLIAMS PRIMER, THEN PAINT SURFACE WITH AT LEAST TWO (2) CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR COATS OF PAINT (UNLESS DIRECTED OTHERWISE BY PAINT SUSPECTED DESIGN DEVIATIONS. MANUFACTURER). PAINT SHEEN TO BE SATIN. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. O O COLUMN WRAPS. WRAP COLUMNS WITH 1"x WINDSOR ONE TRIM BOARD. COLOR = SHERWIN WILLIAMS "SW-6258 TRICORN BLACK". PRIME SURFACE (IF NOT ALREADY PRE -PRIMED) WITH APPROVED EXTERIOR SHERWIN WILLIAMS PRIMER, THEN PAINT SURFACE WITH AT LEAST TWO (2) COATS OF PAINT (UNLESS DIRECTED OTHERWISE BY PAINT MANUFACTURER). PAINT SHEEN TO BE SATIN. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. TRIM. UTILIZE 2"x WINDSOR ONE TRIM BOARD. COLOR = SHERWIN WILLIAMS "SW-6258 TRICORN BLACK". PRIME SURFACE (IF NOT ALREADY PRE -PRIMED) WITH APPROVED EXTERIOR SHERWIN WILLIAMS PRIMER, THEN PAINT SURFACE WITH AT LEAST TWO (2) COATS OF PAINT (UNLESS DIRECTED OTHERWISE BY PAINT MANUFACTURER). PAINT SHEEN TO BE SATIN. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. 0 2' 4' 8' 16' PLYWOOD PANEL. 1/2" 4'x8' OKUME BS-1088 PLYWOOD - SOURCE FROM CROSSCUT HARDWOODS (4100 1ST AVE S., SEATTLE, WA). INSTALL AS A RAINSCREEN SYSTEM. ALL PANEL FACES & EDGES (FIELD -CUT OR NOT) SHALL BE SEALED WITH CLEAR -COAT EXTERIOR POLYURETHANE, MATTE SHEEN. EDGE -SEALING TO BE DONE (AND COMPLETELY CURED) PRIOR TO INSTALLATION. UTILIZE JAMES HARDIE SYSTEM STAINLESS STEEL JOINTS. JOINTS SHOULD BE LOCATED AS SHOWN ON DRAWINGS. IF NO JOINTS ARE SHOWN, CONTACT ARCHITECT FIRST FOR CLARIFICATION. COLOR = CHERRY. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. ASPHALT SHINGLE ROOF. CERTAINTEED "LANDMARK" SERIES. COLOR = MAX DEF MOIRE BLACK. ROOF SHEATHING SHOULD BE COVERED WITH MINIMUM OF 30-POUND FELT PAPER AND CORRESPONDING ICE SHIELD, AND CARRY A MINIMUM 30-YEAR WARRANTY. VALLEYS TO BE COLOR -MATCHED METAL. RIDGE VENTS TO BE INSTALLED WITH LAPS FACING EAST OR NORTH (SO THAT PROMINENT WINDS DON'T LIFT ANY SHINGLES). CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. >ENTS 42" HIGH I GLASS RAILING THE A9-SERIES DRAWINGS. REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION LL Fy LU > J LU LL LU r` p J LLt LL Eric. C4wfeoor BUILDING OFFICIAL Jul 26 2024 APPROVED DATE 25'-0" HEIGHT LIMIT (ELEV. 263.48') UPPER LEVEL CEILING = +24'-8" UPPER LEVEL FINISH FLOOR = +16-11" MAIN LEVEL CEILING = +16-1" MAIN LEVEL FINISH FLOOR = +8'-4" (ELEV. 244.9') BASEMENT LEVEL CEILING = +7'-6" AVERAGE GRADE PLANE (ELEV. 238.48') BASEMENT LEVEL FINISH FLOOR = 0'-0" (ELEV. 235.8') ROOF FASCIA BOARDS & GUTTERS. FASCIA BOARD TO BE 1" x 10" WINDSOR ONE TRIM BOARD. COLOR = SHERWIN WILLIAMS "SW-6258 TRICORN BLACK". PRIME SURFACE (IF NOT ALREADY PRE -PRIMED) WITH APPROVED EXTERIOR SHERWIN WILLIAMS PRIMER, THEN PAINT SURFACE WITH AT LEAST TWO (2) COATS OF PAINT (UNLESS DIRECTED OTHERWISE BY PAINT MANUFACTURER). GUTTERS TO BE CUSTOM RECTANGULAR (3" DEEP BY 6" TALL), WITH 2" BY 2" SQUARE DOWNSPOUTS (LOCATION PER CIVIL & ARCHITECT). DOWNSPOUT COLOR TO MATCH ADJACENT FACADE SURFACE. PAINT SHEEN TO BE SATIN. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. DECK FASCIA. FASCIA BOARD TO BE 1" x 12" WINDSOR ONE TRIM BOARD. COLOR = SHERWIN WILLIAMS "SW-6258 TRICORN BLACK". PRIME SURFACE (IF NOT ALREADY PRE -PRIMED) WITH APPROVED EXTERIOR SHERWIN WILLIAMS PRIMER, THEN PAINT SURFACE WITH AT LEAST TWO (2) COATS OF PAINT (UNLESS DIRECTED OTHERWISE BY PAINT MANUFACTURER). PAINT SHEEN TO BE SATIN. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. CEDAR TRELLIS. CLEAR CEDAR 2x6 BOARDS, SPACED 8" ON CENTER (WITH TOP OF TOP BOARD NEAR SOFFIT SPACED 2-1/2" DOWN FROM SOFFIT). STAIN TO MATCH MAHOGANY CEDAR SIDING. STEEL TUBES HAVE THREADED STUDS WELDED TO THEM FOR MOUNTING OF BOARDS. CONCRETE. CONCRETE PER STRUCTURAL DRAWINGS. CLEAN & UNDAMAGED FORM BOARDS TO BE UTILIZED, TO ENSURE A HIGH -QUALITY FINISH AESTHETIC. PROPER VIBRATION OF CONCRETE TO BE UTILIZED DURING PLACEMENT, SO THAT NO 'HONEYCOMBING' OCCURS (THEREFORE AVOIDING ANY 'SACKING & PATCH' FIXES). BLACK TAR/RUBBER ROLL-ON WATERPROOFING (NOT DAMPPROOFING) TO STOP 2" ABOVE FINISH GRADE. DRAINAGE MAT TO BE INSTALLED OVER WATERPROOFING (GRADE DOWN TO BOTTOM OF FOOTING) COUPE ARCH TECTURE MAPLE VALLEY I WALLA WALLA P.O. Box 560 Maple Valley, WA 98038 www.000PEarchitecture.com CONSULTANT BLD2023-0098 CLIENT KLEVEN RESIDENCE 734 Fir Street Edmonds, WA 98020 This space reserved for: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISION Jul 10 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT NO. DATE REV. Al 7/10/2024 OWNER REVISIONS ARCHITECT SEAL 9931 REGISTERED ARCH!,CT BRANDON J� ES Y STATE OF WASH TON SHEET TITLE NEW WEST ELEVATION PROJECT NO. EDS : BLD2023-0098 COUPE: 202105 SHEET DATE 6/6/2022 SHEET NUMBER A2n1 SCALE: 1 /4" =1'-0" SHEET NOTES: WINDOW SCHEDULE REVISED PLAN APPROVED MARK ROUGH ROUGH TYPE 1. ORIGINAL DRAWING SIZE IS 24"x36". (PER PLANS & OPENING OPENING FINISH WIDTH FINISH HEIGHT (SEE BASIS OF DESIGN MANUFACTURER & MODEL COLOR (EXT / INT) OPERATION EGRESS U-VALUE SCREEN NOTES ffr�c/ 2. DIMENSIONS WITHIN WINDOW SCHEDULE ARE DEPICTING WIDTH HEIGHT BELOW) DESIGN INTENT. ARCHITECT IS NOT RESPONSIBLE FOR ELEVS) BLACK BEAN / 0.28 OR Jul 26 2024 QUANTITIES. CONTRACTOR TO FIELD MEASURE ALL ROUGH OPENINGS PRIOR TO PLACING WINDOW ORDER. CONTRACTOR TO A < > 2'-7" 4'-1" 2'-6" 4'-0" 3 MILGARD ULTRA BLACK BEAN CASEMENT YES LESS YES - APPROVED DATE CONTACT ARCHITECT WITH ANY FIELD ISSUES THAT WOULD BLACK BEAN / 0.28 OR FORCE DEVIATION FROM DESIGN INTENT. < > B 4'-1" 4'-1" 4'-0" 4'-0" 1 MILGARD ULTRA BLACK BEAN FIXED - LESS - - 3. ALL NEW (OR REPLACEMENT) WINDOWS SHALL CARRY A C < > 4'-9 5/8" 4'-1" 4'-8 5/8" 4'-0" 1 MILGARD ULTRA BLACK BEAN / FIXED _ 0.28 OR _ WINDOWS TO MATCH THE FRAME ALIGNMENT OF U-VALUE OF 0.30 (OR LESS) - COMPLYING WITH THE BLACK BEAN LESS THE STOREFRONT SYSTEM ABOVE. REQUIREMENTS OF TABLE R402.1.1 OF THE ENERGY CODE. BLACK BEAN / 0.28 OR REFER TO PLANS FOR ADDITIONAL REDUCTION IN U-VALUE TO < > D 3'-1" 4'-1" 3'-0" 4'-0" 1 MILGARD ULTRA BLACK BEAN FIXED - LESS ACHIEVE ENERGY CREDITS. E 4'-1" 2'-1" 4'-0" 2'-0" 4 MILGARD ULTRA BLACK BEAN / AWNING 0.28 OR YES _ - BLACK BEAN LESS 4. ALL NEW (OR REPLACEMENT) WINDOW HEADERS SHALL BE INSULATED TO A MINIMUM OF R-10. SEE DETAILS IN A5-SERIES. F 2'-7" 4'-1" 2'-6" 4'-0" 2 MILGARD ULTRA BLACK BEAN / CASEMENT YES 0.28 OR YES - B CK EZAN LE S 5. ALL NEW (OR REPLACEMENT) WINDOWS SHALL COMPLY WITH RON Niall �'-� -�0 0 MOEN ANDW MMs7sVEDW ELF EFzZMjffIW Mwits on THE REQUIREMENTS OF R308.4 (OF THE IRC) FOR SAFETY / TEMPERED GLAZING. < > H 6'-1" 6'-1" 6'-0" 6'-0" 1 MILGARD ULTRA BLACK BEAN / FIXED _ 0.28 OR _ EXISTING WINDOW OPENINGS GET'SQUARED OFF'. 6. IMMEDIATELY UPON INSTALLATION OF WINDOWS, CONTRACTOR BLACK BEAN LESS FIELD VERIFY PRIOR TO ORDERING. BLACK BEAN / 0.28 OR EXISTING WINDOW OPENINGS GET'SQUARED OFF'. TO GAIN APPROVAL FROM JURISDICTION TO REMOVE "BRAND" STICKERS FROM WINDOWS (SO THAT STICKER SHAPE DOESN'T < 4'-1" 6'-1" 4'-0" 6'-0" 1 MILGARD ULTRA BLACK BEAN FIXED _ LESS _ FIELD VERIFY PRIOR TO ORDERING. GET "BURNT" INTO THE GLAZING BY NATURAL SUNLIGHT), LABEL & CATALOG THE STICKERS (TO SHOW COMPLIANCE &ALIGNMENT WITH THIS SCHEDULE & BUILDING CODE), AND STORE ON -SITE (FOR THE BUILDING INSPECTOR). THESE STICKERS ARE TO TRANSFER TO THE HOMEOWNER UPON SUBSTANTIAL COMPLETION. 7. WIDTH & HEIGHT DIMENSIONS OF WINDOW WALL SYSTEM IS ESTIMATED. CONTRACTOR TO DETERMINE EXACT ROUGH OPENING WIDTH & HEIGHT PRIOR TO ORDERING & INSTALLING SYSTEM. WINDOW TYPES 1 2 3 4 5 6 7 FIXED CASEMENT CASEMENT AWNING FIXED OVER FIXED FIXED OVER FIXED SLIDER (RIGHT-HAND OPERATION) (LEFT-HAND OPERATION) LINE REPRESENTS FINISH HEAD HEIGHT, WIDTH WIDTH oe WIDTH 10 WIDTH WIDTH WIDTH WHICH IS ALWAYS 6-8" ABOVE FINISH FLOOR ELEVATION --------------------- -- ----- -- ---- HINGE - - --------- ----- ,' ---------- -- -- SEE _ = w w o �-- = F- w z �� w z w CD 1 j ABOVE = _ �� CD o w = LINE REPRESENTS TOP OF FLOOR SHEATHING WIDTH KEYNOTES (NOTES APPLY TO THIS SHEET ONLY) INTERIOR INTERIOR SEE "NOTES" 1� (ABOVE) &PLANS O TEMPERED GLASS. REFER TO R308.4 OF THE INTERNATIONAL / FOR SLIDING RESIDENTIAL CODE (IRC) FOR CRITERIA. EXTERIOR i/ �\ EXTERIOR DIRECTION ■ MAPLE VALLEY I WALLA WALLA P.O. Box 560 Maple Valley, WA 98038 www.000PEarchitecture.com CONSULTANT BLD2023-0098 CLIENT KLEVEN RESIDENCE 1 734 Fir Street Edmonds, WA 98020 This space reserved for: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISION Jul 10 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT NO. DATE REV. �17/10/2024 OWNER REVISIONS ARCHITECT SEAL 9931 REGISTERED ARCHt CT BRANDON J ES Y STATE OF WASH TON SHEET TITLE WINDOW SCHEDULE PROJECT NO. EDS : BLD2023-0098 COUPE: 202105 SHEET DATE 6/6/2022 SHEET NUMBER A6n02 ©2022 COUPEarchitecture -GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) CRITERIA 1. ALL MATERIALS WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE 2018 INTERNATIONAL BUILDING CODE (IBC) INCLUDING WASHINGTON STATE MODIFICATIONS. 2. DESIGN LOADING CRITERIA SNOW LOAD FLOOR LIVE LOAD (GARAGES FPR PASSENGER VEHICLES ONLY) FLOOR LIVE LOAD (RESIDENTIAL) FLOOR LIVE LOAD (RESIDENTIAL BALCONIES AND DECKS) GUARDRAILS/BALCONY RAILS (RESIDENTIAL) WIND (MAIN WIND FORCE RESISTING SYSTEM) EARTHQUAKE (EQUIVALENT LATERAL FORCE PROCEDURE) ROOF SNOW LOAD, Pf = 25 PSF 40 PSF OR 3,000 LBS. 40 PSF 60 PSF 200 LBS. BASIC WIND SPEED = 97 MPH ALLOWABLE STRESS DESIGN WIND SPEED = 76 MPH IMPORTANCE FACTOR, IW= 1.0 RISK CATEGORY = II TOPOGRAPHIC FACTOR, KZt = 1 EXPOSURE CATEGORY = B INTERNAL PRESSURE COEFFICIENT, (GCp;)= 0.18/-0.18 WIND BASE SHEAR = 11.54 KIPS SS= 1.281 SdS = 1.025 S, = . 45 Sd, = .555 IMPORTANCE FACTOR, le= 1.0 SITE CLASS D SEISMIC DESIGN CATEGORY= D RISK CATEGORY = II R = 6.5 FOR WOOD STRUCTURAL PANEL SHEAR WALLS OVER STRENGTH FACTOR, DO = 3.0 DEFLECTION AMPLIFICATION FACTOR, Cd = 4.0 REDUNDANCY FACTOR = 1.0 SEISMIC RESPONSE COEFFICIENT, CS = .158 SEISMIC BASE SHEAR = 9 KIPS 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ALL DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE INTENDED FOR REFERENCE ONLY. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE STRUCTURAL DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES REQUIRED TO PERFORM THE WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 7. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 9. ALL STRUCTURAL SYSTEMS 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 SUPPLIER. 10. SUBMITTAL REVIEW PERIOD: SUBMITTALS SHALL BE MADE IN TIME TO ALLOW MINIMUM OF TWO WEEKS FOR REVIEW BY THE ARCHITECT/ENGINEER PRIOR TO FABRICATION. 11. GENERAL CONTRACTOR'S PRIOR REVIEW OF SUBMITTALS: PRIOR TO SUBMISSION TO THE ARCHITECT/ENGINEER THE CONTRACTOR SHALL REVIEW THE SUBMITTAL FOR COMPLETENESS. DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER AND THEREFORE MUST BE VERIFIED BY THE GENERAL CONTRACTOR. GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY DIMENSIONAL INFORMATION REQUESTED BY THE DETAILER AND SHALL PROVIDE THE GENERAL CONTRACTOR'S REVIEW STAMP AND SIGNATURE PRIOR TO FORWARDING THE SUBMITTAL TO THE ARCHITECT/ENGINEER. 12. SHOP DRAWINGS FOR: A. REINFORCING STEEL B. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. CONTRACTOR SHALL ALSO SUBMIT SHOP DRAWINGS TO THE BUILDING DEPARTMENT AS REQUIRED. SHOP DRAWINGS FOR CONNECTOR PLATE WOOD ROOF TRUSSES SHALL ALSO BE SUBMITTED TO THE MECHANICAL ENGINEER FOR COORDINATION. CONTRACTOR SHALL SUBMIT WALL ELEVATION DRAWINGS OF AT LEAST 1/8" = V-0" SCALE INDICATING CONNECTION EMBEDMENTS AND WALL OPENINGS FOR REVIEW PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH REINFORCEMENT SHOP DRAWINGS. 13. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, THEREFORE, MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES, AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL, THERETO. SHOP DRAWINGS SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. DEFERRED SUBMITTALS FOR BUILDING COMPONENTS INCLUDING, BUT NOT IMITATED TO, STAIRS, PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES, AND EXTERIOR CLADDING SHALL INCLUDE THE ENGINEER'S STAMP FOR THE STATE OF WASHINGTON AND SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. DEFERRED SUBMITTALS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE. DESIGN CALCULATIONS SHALL BE INCLUDED IN THE SUBMITTAL. 14. STATEMENT SPECIAL INSPECTIONS: THE FOLLOWING CONSTRUCTION TYPES ARE TO BE REVIEWED BY A SPECIAL INSPECTOR DESIGNATED BY THE OWNER OR ARCHITECT. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. SPECIAL INSPECTION SHALL CONFORM TO SECTION 1704 OF THE 2018 INTERNATIONAL BUILDING CODE. SPECIAL INSPECTION AGENCY SHALL BE RESPONSIBLE FOR KEEPING RECORDS OF SPECIAL INSPECTIONS AND TESTS. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS. STEEL CONSTRUCTION AND WELDING: SHALL BE SPECIAL INSPECTED AS REQUIRED IN THE INTERNATIONAL BUILDING CODE SECTION 1705.2, AISC 360-16, AISC 341-16, AWS D1.1, AND AWS D1.8. POST INSTALLED ANCHORS: PERIODIC SPECIAL INSPECTION IN ACCORDANCE WITH THE PRODUCTS APPROVED ICC-ES REPORT. 15. THE CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND OR SEISMIC FORCE RESISTING SYSTEM, DESIGNATED WIND OR SEISMIC SYSTEM, OR SEISMIC FORCE RESISTING COMPONENT SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK AS REQUIRED BY SECTION 1704.4 OF THE INTERNATIONAL BUILDING CODE. GEOTECHNICAL 16. FOUNDATION NOTES: ALLOWABLE BEARING PRESSURE AND COEFFICIENT OF FRICTION HAVE BEEN ASSUMED PER IBC TABLE 1806.2. LATERAL EARTH PRESSURES HAVE BEEN ASSUMED PER IBC TABLE 1610.1. IT HAS BEEN ASSUMED THAT EXISTING SOILS ARE A COMBINATION OF SAND, SILTY SAND, AND POORLY GRADED SAND-SILT/SAND GRAVEL MIXES. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT FINISHED GRADE, UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. ALLOWABLE SOIL PRESSURE 2,000 PSF LATERAL EARTH PRESSURE 60 PCF/45 PCF (RESTRAINED/UNRESTRAINED) LATERAL EARTH PRESSURE (SEISMIC) 8H (ULTIMATE LOAD) PASSIVE EARTH PRESSURE (INCLUDES FACTOR OF 150 PCF SAFETY = 1.5) COEFFICIENT OF FRICTION (INCLUDES FACTOR OF 0.25 SAFETY = 1.5) RENOVATION 17. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED, AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. EXISTING REINFORCING SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. SAW CUTTING, IF AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO BE SAVED. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. a. ALL NEW OPENINGS THROUGH EXISTING WALLS, SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE. OVERCUTTING AT CORNERS SHALL NOT BE PERMITTED. b. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO CUTTING ANY OPENINGS. c. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING, IF POSSIBLE. d. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, THREADED BARS INTO THREADED EXPANSION INSERTS IN EXISTING CONCRETE SHALL BE PROVIDED TO MATCH HORIZONTAL REINFORCING, UNLESS OTHERWISE NOTED ON PLANS. 18. CONTRACTOR SHALL CHECK FOR DRY ROT AT ALL EXTERIOR WALLS, EXISTING TOILET ROOM FLOORS AND WALLS, AREAS SHOWING WATER STAINS, AND ALL WOOD MEMBERS IN BASEMENT AND CRAWL SPACES. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER. 19. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. THE CONTRACTOR SHALL BRING ALL CONFLICTS AND DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER. 20. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN ACCORDANCE WITH ACI 318-14 AND ACI 301-16. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH (f'c) OF 3500 PSI BASED ON EXPOSURE CLASS F1, SHALL CONTAIN NO LESS THAN 5-1/2 SACKS OF CEMENT, HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.45, MAXIMUM AGGREGATE OF 3/4-INCH, AND A SLUMP OF 5 INCHES OR LESS. CONCRETE HAS BEEN DESIGNED BASED ON A CONCRETE STRENGTH (f'c) OF 2500 PSI PER INTERNATIONAL BUILDING CODE SECTION 1705.3 EXCEPTION 2.3 TO AVOID SPECIAL INSPECTIONS AND MATERIAL TESTING. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR - ENTRAINING AGENT CONFORMING TO ASTM C260, C494M, AND C618. UNLESS OTHERWISE NOTED THE TOTAL AIR CONTENT SHALL BE 5%. AIR CONTENT SHALL BE SAMPLED IN ACCORDANCE WITH ASTM C172 AND AIR CONTENT MEASURED IN ACCORDANCE WITH ASTM C231 OR C173. 21. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENTS S1), GRADE 60, Fy = 60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO Nit--- - -1 1- -- - ___ i- - -1 - I I of uRH- 40, Fy = 40,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION 22. DETAILING OF REINFORCING STEEL (INCLUDING HOOKS ND BENDS) SHALL BE IN ACCORDANCE WI ACI SP-66-04 AND ACI 318-14 CHAPTER 25. LAP ALL REINFO EMENTS AS FOLLOWS: ffr�c/ C4wfeoor BAR SIZE MINIMUM LAP LENGTH MINIMUM HOOK =MBEDMENT #3 24-INCHES 6-INCHES BUILDING OFFICIAL #4 31-INCHES 8-INCHES Jul 26 2024 #5 39-INCHES 11-INCHES APPROVED DATE PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. FIELD BENDING OF GRADE 60 REINFORCEMENT SHALL NOT BE ALLOWED. 23. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY 3" EXPOSED TO EARTH ALL OTHER CASES 1-1/2" 24. SLABS -ON -GRADE: UNLESS NOTED OTHERWISE SHALL BE 4" CONCRETE, REINFORCED WITH 6X6 W1.4XW1.4 WELDED WIRE FABRIC CENTERED IN SLAB. UNLESS OTHERWISE DIRECTED BY SOILS REPORT PROVIDE MINIMUM 10 MIL VAPOR BARRIER OVER 4" OF COMPACTED SAND OR GRAVEL. 25. CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES. TOLERANCES FOR ALL STRUCTURAL CONCRETE AND REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI 117-10 AND ACI 117.1R-14. 26. NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3,000 PSI MINIMUM). POST INSTALLED ANCHORS 27. POST -INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING POST -INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. CARE SHALL BE TAKEN IN PLACING POST -INSTALLED ANCHORS TO AVOID CONFLICTS WITH EXISTING REINFORCEMENT. HOLES SHALL BE DRILLED AND CLEANED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS AND ICC-ES REPORT. SUBSTITUTION REQUESTS, FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW, SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER -OF -RECORD ALONG WITH CALCULATIONS THAT ARE PREPARED & SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. THE CALCULATIONS SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING EQUIVALENT PERFORMANCE VALUES (MINIMUM) OF THE SPECIFIED PRODUCT USING THE APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(S) AS REQUIRED BY THE INTERNATIONAL BUILDING CODE. SUBSTITUTIONS SHALL HAVE CURRENT ICC-ES APPROVAL. A. CONCRETE ANCHORS 1. MECHANICAL ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ACI 355.2 AND ICC-ES AC193. PRE -APPROVED MECHANICAL ANCHORS INCLUDE: a. SIMPSON STRONG -TIE "STRONG -BOLT 2" (ICC-ES ESR-3037) b. SIMPSON STRONG -TIE "TITEN-HD" (ICC-ES ESR-2713) 2. ADHESIVE ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC308. PRE -APPROVED ADHESIVE ANCHORS INCLUDE: a. SIMPSON STRONG -TIE "SET-XP" (ICC-ES ESR-2508) b. SIMPSON STRONG -TIE "SET-3G" (ICC-ES ESR-4057) c. SIMPSON STRONG -TIE "AT-XP" (IAPMO UES ER-263) 28. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE A.I.S.C. SPECIFICATIONS AND CODES AS FOLLOWS: 1. AISC 360-16 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS. 2. AISC 303-16 CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, AMENDED BY THE DELETION OF THE FOLLOWING SENTENCE IN PARAGRAPH 4.2.1: "THIS APPROVAL CONSTITUTES THE OWNER'S ACCEPTANCE OF ALL RESPONSIBILITY FOR THE DESIGN ADEQUACY OF ANY DETAIL CONFIGURATION OF CONNECTIONS DEVELOPED BY THE FABRICATOR AS PART OF HIS PREPARATION OF THESE SHOP DRAWINGS." 3. AISC 341-16 SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS 4. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. 5. AMERICAN WELDING SOCIETY (AWS) STRUCTURAL WELDING CODE D1.1 AND D1.4 29. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: TYPE OF MEMBER ASTM SPECIFICATION Fy PLATES, ANGLES, AND RODS A36 36 KSI WIDE FLANGE SHAPES AND CHANNELS A992 50 KSI PIPE COLUMNS A53 (TYPE E OR S. GRADE B) 35 KSI STRUCTURAL TUBING (SQUARE OR RECTANGULAR) A500 (GRADE B) 46 KSI ANCHOR BOLTS (EMBEDDED IN MASONRY OR A307 CONCRETE) CONNECTION BOLTS (3/4" ROUND, UNLESS SHOWN A325-N OTHERWISE) THREADED RODS FOR EPDXY GROUTED CONNECTIONS A36 OR A307 GRADE C 36 KSI 30. ALL BEAM PENETRATIONS NOT SPECIFICALLY INDICATED ON THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. 0 M x N W N F_ w w J Q Z U 0 MONEN CARTER QUINN STRUMML ENBINEENNG 2033 6th Avenue, #995 Seattle, WA 98109 � A L No �o of W Ase 71 o 45868 RAL NAL LD2023-0098 REVISION Jul 10 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W U Z W 0 V) W 0 N Z o 0 rn W w<w c! a W W Z J EL 0 It tiw N0. DATE REVISION 1 07/09/2024 PERMIT REVISION PROJECT NO. BLDG DEPTPROJECT NO CHECK NN PROJECT TEAM MEMBERS Permit Set 12/28/2022 General Notes DPD APPROVAL STAMP S1.0 MONEN CARTER QUINN 31. ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL CONFORM TO SECTION 10 OF THE AISC 303-10. ANY STRUCTURAL STEEL THAT IS EXPOSED TO VIEW UPON COMPLETION OF THE PROJECT SHALL BE CONSIDERED ARCHITECTURALLY EXPOSED. SEE PROJECT SPECIFICATIONS FOR SPECIFIC FABRICATION AND ERECTION REQUIREMENTS. 32. ALL A-325 CONNECTION BOLTS SHALL BE INSTALLED TO THE SNUG -TIGHT CONDITION PER AISC SPECIFICATIONS. INSTALL IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. 33. ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS USING E70 XX ELECTRODES UNLESS OTHERWISE NOTED. ONLY PREQUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE USED. 34. ORDINARY MOMENT RESISTING FRAME SYSTEMS A. SUBMITTALS: IN ADDITION TO THE REQUIRED SHOP DRAWINGS THE FOLLOWING INFORMATION SHALL BE PROVIDED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION: a. WELDING PROCEDURE SPECIFICATIONS b. COPIES OF MANUFACTURE'S TYPICAL CERTIFICATE OF CONFORMANCE FOR ALL ELECTRODES, FLUXES, AND SHIELDING GASSES. c. MANUFACTURER'S CERTIFICATION THAT THE FILLER METAL MEETS THE SUPPLEMENTAL NOTCH TOUGHNESS REQUIREMENTS FOR DEMAND CRITICAL WELDS. d. MANUFACTURERS PRODUCT DATA SHEETS OR CATALOG DATA FOR SMAW, FCAW, AND GMAW COMPOSITE FILLER METALS. B. WELD MATERIAL SHALL HAVE A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20 FT -POUNDS AT ZERO DEGREES FAHRENHEIT. WHERE WELDS ARE DESIGNATED AS DEMAND CRITICAL WELD MATERIAL SHALL HAVE A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20 FT -POUNDS AT -20 DEGREES FAHRENHEIT AND 40 FT -POUNDS AT 70 DEGREES FAHRENHEIT. IN ADDITION, WELDS SHALL CONFORM TO THE REQUIREMENTS OF AISC 341-16, AWS D1.1, AND AWS D1.8. C. AGENCY RESPONSIBLE FOR QUALITY ASSURANCE SHALL SUBMIT THE FOLLOWING DOCUMENTS TO THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT: a. AGENCY'S WRITTEN PRACTICES FOR MONITORING AND CONTROL OF THE AGENCY'S OPERATIONS. WRITTEN PRACTICES SHALL INCLUDE THE AGENCY'S PROCEDURES FOR THE SELECTION AND ADMINISTRATION OF INSPECTION PERSONNEL, DESCRIPTION OF TRAINING, EXPERIENCE AND EXAMINATION REQUIREMENTS, AND AGENCY INSPECTION PROCEDURES. b. QUALIFICATIONS OF MANAGEMENT AND INSPECTION PERSONNEL DESIGNATED TO THE PROJECT. c. QUALIFICATION RECORDS FOR INSPECTORS AND NON-DESTRUCTIVE TESTING TECHNICIANS DESIGNATED TO THE PROJECT. d. NON-DESTRUCTIVE TESTING PROCEDURES AND EQUIPMENT CALIBRATION RECORDS FOR TESTING TO BE PERFORMED AND EQUIPMENT TO BE USED FOR THIS PROJECT. e. DAILY OR WEEKLY INSPECTION REPORTS. f. NON-CONFORMANCE REPORTS. WOOD 35. FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH WCLIB STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS. JOISTS: (2X, 3X, AND 4X MEMBERS) BEAM AND STRINGERS: (6 X AND LARGER MEMBERS) POSTS AND TIMBERS: (6 X AND LARGER MEMBERS) STUDS PLATES & MISCELLANEOUS LIGHT FRAMING HEM -FIR NO. 2 MINIMUM BASE VALUE, Fb = 850 PSI DOUGLAS FIR LARCH NO. 1 MINIMUM BASIC DESIGN STRESS, Fb = 1,350 PSI DOUGLAS FIR LARCH NO. 1 MINIMUM BASIC DESIGN STRESS, Fb = 1,200 PSI, Fc = 1,000 PSI DOUGLAS FIR LARCH OR HEM -FIR NO. 2, MINIMUM BASIC DESIGN STRESS Fb = 850 PSI, Fc = 1,300 PSI 36. LAMINATED VENEER LUMBER (LVL� EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, PRODUCT DESIGNATION OR TYPE, THE PRODUCTION DATE, SPECIES OR SPECIES GROUP DESIGNATION, AND THE QUALITY CONTROL AGENCY. MEMBERS SHALL BE GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. STRUCTURAL CAPACITIES SHALL BE ESTABLISHED IN ACCORDANCE WITH ASTM D5456 AND PRODUCT SHALL HAVE AN APPROVED ICC-ES EVALUATION REPORT. MEMBERS SHALL BE TRANSPORTED AND STORED PER MANUFACTURERS RECOMMENDATIONS AND SHALL NOT BE EXPOSED TO PROLONGED MOISTURE. MINIMUM REQUIRED DESIGN PROPERTIES: Fb = 2600 PSI, Fv = 285 PSI, E = 2,000,000 PSI. DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY WEYERHAEUSER. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER, ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH THE "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION", ANSI / TP 1-2014 FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. LOADING SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: TOP CHORD LIVE LOAD REFER TO DESIGN LOADING CRITERIA MINIMUM TOP CHORD DEAD LOAD 10 PSF MINIMUM BOTTOM CHORD DEAD LOAD 5 PSF WIND UPLIFT (TOP CHORD) VARIES, TO BE CALCULATED BY TRUSS MANUFACTURER REFER TO DESIGN LOADING CRITERIA WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (GANG -NAIL OR EQUAL) AND SHALL BE CONFIGURED SUCH THAT THE MAXIMUM OPENING BETWEEN MEMBERS DOES NOT EXCEED 42"X24". SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS MEETING THE REQUIREMENTS OF INTERNATIONAL BUILDING CODE SECTION 2303.4 TO THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING OFFICIAL FOR REVIEW PRIOR TO FABRICATION. SUBMITTED DOCUMENTS SHALL BEAR THE STAMP AND SIGNATURE OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF WASHINGTON. PROVIDE FOR SHAPES, BEARING POINTS, INTERSECTIONS, HIPS, VALLEYS, ETC. SHOWN ON THE DRAWINGS. EXACT COMPOSITION OF SPECIAL HIP, VALLEY, AND INTERSECTION AREAS (USE OF GIRDER TRUSSES, JACK TRUSSES, STEP-DOWN TRUSSES, ETC.) SHALL BE DETERMINED BY THE MANUFACTURER UNLESS SPECIFICALLY INDICATED ON THE PLANS. PROVIDE ALL TRUSS -TO -TRUSS AND TRUSS -TO -GIRDER TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. PROVIDE FOR ALL TEMPORARY AND PERMANENT TRUSS BRACING AND BRIDGING. THE TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS AND SUPPORT CONFIGURATIONS OF PLUMBING, MECHANICAL UNITS, DUCT WORK, AND OTHER MISCELLANEOUS ITEMS WITH THE CONTRACTOR PRIOR TO FABRICATION. TRUSSES SHALL BE DESIGNED TO SUPPORT ALL LOADS ASSOCIATED WITH SUCH ITEMS. THE TRUSS SHOP DRAWINGS SHALL INCLUDE ALL DESIGN LOADS AND APPROVED HANGER CONNECTION DETAILS TO TRUSS CHORDS FOR SUPPORT OF HUNG MECHANICAL SYSTEM COMPONENTS. ANY VARIATION FROM THE BEARING POINTS INDICATED ON THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR APPROVAL. 37. LAMINATED STRAND LUMBER (LSL): EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, PRODUCT DESIGNATION OR TYPE, THE PRODUCTION DATE, SPECIES OR SPECIES GROUP DESIGNATION, AND THE QUALITY CONTROL AGENCY. MEMBERS SHALL BE GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. STRUCTURAL CAPACITIES SHALL BE ESTABLISHED IN ACCORDANCE WITH ASTM D5456 AND PRODUCT SHALL HAVE AN APPROVED ICC-ES EVALUATION REPORT. MEMBERS SHALL BE TRANSPORTED AND STORED PER MANUFACTURERS RECOMMENDATIONS AND SHALL NOT BE EXPOSED TO PROLONGED MOISTURE. MINIMUM REQUIRED DESIGN PROPERTIES: Fb = 2325 PSI, Fv = 310 PSI, E = 1,550,000 PSI, LSL RIM JOISTS SHALL CONFORM TO ANSI/APA PRR 410 AND SHALL BE MARKED IN ACCORDANCE WITH THE STANDARD. DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY WEYERHAEUSER. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER, ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. 38. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1-09 OR PS 2-18 AND AMERICAN PLYWOOD ASSOCIATION PERFORMANCE STANDARD PRP-108. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS. EACH PANEL SHALL BE IDENTIFIED FOR GRADE AND GLUE TYPE BY THE TRADEMARKS OF AN APPROVED TESTING AND GRADING AGENCY. 39. ALL WOOD PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -TREATED WITH AN APPROVED PRESERVATIVE, PROVIDE 2 LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC. AND CONCRETE OR MASONRY. PRESSURE TREATED LUMBER SHALL COMPLY WITH THE AMERICAN WOOD PROTECTION ASSOCIATION (AWPA) STANDARD U1, COMMODITY SPECIFICATION A AS INDICATED BELOW OR HAVE EQUIVALENT ICC-ES APPROVAL. PROPOSED USE AWPA USE CATEGORY RESIDENTIAL DECKS DECKING 313 JOISTS ABOVE GROUND 313 JOISTS IN CONTACT WITH GROUND 4A POSTS 4A RAILING 3B LEDGERS 3B SAWN LUMBER ABOVE GROUND 3B GROUND CONTACT 4A PLYWOOD DAMP ABOVE GROUND 2 EXTERIOR ABOVE GROUND 3B GROUND CONTACT 4A POLES ROUND 413 SAWN 313 FENCING PICKETS, SLATS, AND TRIM 313 SAWN POSTS 4A ROUND POSTS 4A RAILS 313 SILL PLATES IN CONTACT WITH CONCRETE OR 2 MASONRY INTERIOR LEDGERS IN CONTACT WITH CONCRETE OR 2 MASONRY ALL TREATED LUMBER SHALL BEAR THE QUALITY MARK OF AN ACCREDITED INSPECTION AGENCY. THE QUALITY MARK SHALL INCLUDE: A. IDENTIFICATION OF TREATING MANUFACTURER B. TYPE OF PRESERVATIVE USED C. MINIMUM PRESERVATIVE RETENTION (PCF) D. END USE FOR WHICH THE PRODUCT IS TREATED E. IDENTITY OF THE ACCREDITED INSPECTION AGENCY F. STANDARD TO WHICH THE PRODUCT IS TREATED 40. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-C-2019. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER TO ACHIEVE THE MAXIMUM PUBLISHED ALLOWABLE LOAD. ALL CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. SHIMS, WHERE REQUIRED, SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. ALL LAG SCREWS SHALL BE INSTALLED IN PRE -DRILLED HOLES. UNLESS NOTED OTHERWISE ALL SAWN LUMBER JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS AND ALL PREFABRICATED PLYWOOD WEB JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "IUS" SERIES JOIST HANGERS. 41 ALL CONNECTIONS/FASTENERS IN CONTACT WITH PRES VATIVE-TREATED OR FIRE -RETARDANT - TREATED WOOD, SHALL BE OF HOT DIPPED ZINC-COATE GALVANIZED STEEL OR STAINLESS STEEL. HOT DIPPED GALVANIZED FASTENERS SHOULD CONFORM TO S J8ff0 PLJM0" i0VED GALVANIZED CONNECTORS SHOULD CONFORM TO ASTM T6jj1YAWWN0j4b %3UTLMRG ST)AINIMS STEEL FASTENERS AND CONNECTORS SHOULD BE TYPE 04 OR 316. NOTE: ELECTROPLATED GALVAI JIZED FASTENERS AND CONNECTORS ARE NOT TO BE USED WI H PRESSURE TREATED WOOD. SIMPSON PRODUCT FINISHES TO THE GALVANIZED) AND SST0RRESPONDING 300 (STAINLESS STEEL). STOVE AIN EE SITEEHAWA9" A ENERS SHAL NOT BE COMBINED WITH UNTREATED OR GALVANIZED MATER L. BUILDING OFFICIAL Jul 26 2024 WOOD FASTENERS: APPROVED DATE A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED O SIZE LENGTH DIAMETER 6d 2" 0.113" 8d 2-1/2" 0.131 " 10d 3" 0.148" 12d 3-1 /4" 0.148" 16d 3-1/2" 0.162" DESIGN IS BASED ON COMMON STEEL WIRE NAILS MEETING THE REQUIREMENTS OF ASTM F1667. USE OF ALTERNATE FASTENERS MUST BE SUBMITTED FOR REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER PRIOR TO THE START OF CONSTRUCTION. B. NAILS — PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. 42. WOOD FRAMING NOTES —THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.10.1 OF THE INTERNATIONAL BUILDING CODE. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE AS SPECIFIED ABOVE. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. INSTALLATION OF BOLTS AND LAG SCREWS SHALL CONFORM TO SECTIONS 12.1.3 AND 12.1.4 OF THE 2018 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. NATURALLY DURABLE OR PRESSURE TREATED WOOD SHALL BE PROVIDED WHERE REQUIRED BY SECTION 2304.12 OF THE INTERNATIONAL BUILDING CODE. B. WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2X6 AT 16" O.C. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 2 x 8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED AND SHALL BEAR FULLY ON A MINIMUM OF TWO STUDS. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE SOLID BLOCKING BETWEEN STUDS AT MID HEIGHT OF ALL STUD WALLS OVER 10' IN HEIGHT. STUDS MAY BE NOTCHED, CUT, OR PENETRATED WITH ROUND BORED HOLES AS FOLLOWS: STUD SIZE 2X4 2X6 MAXIMUM NOTCH / CUT 7/8" 1-3/8" MAXIMUM BORED HOLE 1-3/8" 2-1/8" BORED HOLES SHALL NOT BE LOCATED WITH 5/8" FROM THE EDGE OF THE STUD OR AT THE SAME LOCATION AS A NOTCH OR CUT. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d AT 12" O.C. AND LAP MINIMUM 4'-0" AT JOINTS AND PROVIDE EIGHT 16d NAILS AT 4" O.C. EACH SIDE OF JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 12" O.C. STAGGERED OR BOLTED TO CONCRETE WITH 5/81, DIAMETER ANCHOR BOLTS (WITH 7" MINIMUM EMBEDMENT) @ 4'_0" O.C. UNLESS INDICATED OTHERWISE. PROVIDE 3"x3" x1/4" HOT -DIPPED GALVANIZED PLATE WASHERS AT ALL ANCHOR BOLTS. INDIVIDUAL MEMBERS OF BUILT UP POSTS SHALL BE NAILED TO EACH OTHER WITH 16d NAILS @ 12" O.C. STAGGERED. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES NAILED TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING WITH NAILS AT 7" O.C. USE 5d COOLER NAILS FOR 1/2" GWB AND 6d COOLER NAILS FOR 5/8" GWB. PROVIDE 15/32" APA RATED SHEATHING (SPAN RATING 24/0) ON EXTERIOR SURFACES NAILED AT ALL PANEL EDGES (BLOCK UNSUPPORTED EDGES), TOP AND BOTTOM PLATES WITH 8d NAILS @ 6" O.C. AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH NAILS @ 12" O.C. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. NOTCHES AT THE END OF JOISTS AND RAFTERS SHALL NOT EXCEED 1/4 THE DEPTH OF THE MEMBER. NOTCHES IN THE TOP OR BOTTOM SHALL NOT EXCEED 1/6 THE DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED WITHIN THE MIDDLE 1/3 OF THE SPAN. THE DIAMETER OF ROUND HOLES BORED IN JOISTS AND RAFTERS SHALL NOT EXCEED 1/3 OF THE DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED WITHIN 2" FROM THE TOP OR BOTTOM EDGE. TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI —JOIST BEAMS TOGETHER WITH TWO ROWS OF 16d @ 12" O.C. ATTACH RAFTERS AND ROOF TRUSSES AT BEARING LINES WITH H2.5 @ 24" O.C. UNLESS OTHER METAL CONNECTIONS ARE INDICATED. UNLESS OTHERWISE NOTED ON THE PLANS, APA RATED ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS AND ATTACHED WITH 10d NAILS @ 6" O.C. TO FRAMED PANEL EDGES AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 121, O.C. TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE_ AND GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF ALL ROOF AND FLOOR SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d NAILS @ 12" O.C. UNLESS OTHERWISE NOTED. AT BLOCKED FLOOR AND ROOF DIAPHRAGMS PROVIDE FLAT 2X BLOCKING AT ALL UNFRAMED PANEL EDGES AND FASTEN SHEATHING TO FRAMING/BLOCKING AS SPECIFIED. 0 SIRUMRAL ENBINEEIING 2033 6th Avenue, #995 Seattle, WA 98109 �O of wasy� . 45868 LD2023-0098 REVISION Jul 10 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W U Z W 0 V) W 0 N Z o 0 W rn w<w U)o W W Z J LL he �o tiw N0. DATE REVISION 1 07/09/2024 PERMIT REVISION PROJECT NO. BLDG DEPTPROJECT NO CHECK PROJECT TEAM MEMBERS NN Permit Set 12/28/2022 General Notes DPD APPROVAL STAMP S1.1 MUNEN CARTER QUINN FOUNDATION PLAN NOTES: (TYPICAL UNLESS NOTED OTHERWISE) 1. SLAB ON GRADE ELEVATION VARIES PER ARCHITECTURAL PLAN. SLAB SHALL BE 4" THICK 3. AT HOLDOWNS PROVIDE THE FOLLOWING ANCHOR BOLTS: WITH 6x6 W1.4xW1.4 WWM CENTERED, U.O.N. PREPARE SOILS AND PROVIDE MINIMUM 6-MIL VISQUEEN VAPOR BARRIER UNDER ALL SLABS. SLABS SHALL BE SUPORTED ON MINIMUM 4 HOLDOWN ANCHOR INCHES OF FREE DRAINING MATERIAL. SLOPE GARAGE SLAB TO DRAIN, REFER TO ARCH. HDU2 5/8" DIA. ANCHOR BOLT EPDXY EMBED 7" w/ SIMPSON SET 3G EPDXY HDU4 5/8" DIA. ANCHOR BOLT EPDXY EMBED 10" w/ SIMPSON SET 3G EPDXY 2. REFER ARCHITECTURAL SHEETS FOR DIMENSIONS AND ADDITIONAL TOP OF SLAB/CURB HDU8 7/8" DIA. ANCHOR BOLT EPDXY EMBED 16" w/ SIMPSON SET 3G EPDXY ELEVATIONS. 5. ALL ANCHORS TO BE INSTALLED AS REQUIRED BY MANUFACTURER. MINIMUM (2) 2X STUDS UNLESS OTHERWISE NOTED ON PLANS. S3.0 S3.0 osl 6� O �plc pG ,off do Basement 1 /4" = 1'-091 11 F-®-1 S3.0 �� F- — — — — — — — I I I I 11 F-®-1 S3.0 11 F-®-1 S3.0 J REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric. C4wfeoor BUILDING OFFICIAL Jul 26 2024 APPROVED DATE - STRUM114 ENBINEENNG 2033 6th Avenue, #995 Seattle, WA 98109 Sg N L 0 W A Shr . 45868 BLD2023-0098 REVISION Jul 10 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W U z W 0 V) W DC 0 N Z00 LU W < >LU U)o W W Z It� � tio W N0. DATE REVISION 1 07/09/2024 PERMIT REVISION PROJECT NO. BLDG DEPTPROJECT NO. CHECK PROJECT TEAM MEMBERS NN Permit Set 12/28/2022 Foundation Plan DPD APPROVAL STAMP M X 04 N W N_ U) F- Ill w cU) J a z 0 0 S2.0 MUNEN CARTER QUINN FRAMING PLAN NOTES: (TYPICAL UNLESS NOTED OTHERWISE 1. FLOOR SHEATHING SHALL BE 23/32" APA, STURDI-I-FLOOR WITH A PANEL INDEX OF 40/20. NAIL TO FRAMING WITH 10d COMMON NAILS @ 6" @ PANEL EDGES AND 12" oc IN FIELD UNLESS NOTED OTHERWISE ON PLANS. 2. EXTERIOR WALL SHEATHING SHALL BE 15/32" APA RATED SHEATHING WITH A PANEL INDEX OF 24/0 (OREINTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING, AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD AT CONTRACTORS OPTION). 3. SW-_ INDICATES STRUCTURAL WALL TYPE PER SCHEDULE 12/S6.0. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL WALL INFORMATION. 4. ALL HEADERS AND BEAMS ARE MARKED ON PLAN. REFER NOTE 5 FOR SUPPORT REQUIRMENTS. 5. COLUMNS SHALL BE DOUBLE STUDS MINIMUM, U.N.O., WITH BEAM OR HEADER BEARING FULLY ON COLUMN. 6. DESIGN BUILD HANDRAILS SHALL CONFORM TO SRC R301.5- DESIGNED TO RESIST A 2001b CONCENTRATED LOAD ON THE TOP RAIL AND 50 PSF ON ALL GUARDRAIL INFILL COMPONENTS. 7. EXISTING SHEARWALL TO BE VERIFIED IN -FIELD. CONFIRM 1/2" CDX PLYWOOD w/ 8D @ 4" oc INSTALLED WHEREVER (E) SW IS INDICATED. 4 S6.0 Main Level Framin 1/4" = 1'-0" 2x10 6" oc TYP D K JOIST L NO m N X m U_ N 8 m 0 96 X oo4, (E) CONCRETE �c� �q WALL VIF 4 S6.0 FRAMING PLAN LEGEND WALLS BELOW WALLS ABOVE COLUMNS BELOW COLUMNS ABOVE n , n HANGER 77-177 ABRUPT CHANGE IN SLAB/FRAMING ELEVATION FLUSH INDICATES FLUSH BEAM DROP INDICATES DROPPED BEAM 1SWX INDICATES SINGLE -SIDED SHEARWALL PER SCHEDULE X/SX.X. 2SWX INDICATES DOUBLE -SIDED SHEARWALL PER SCHEDULE X/SX.X. HUC 410 HANGER ( ) 2x8 HDR TYP UNO W 2x10 LEDGER w/ (2) - 0_ ROWS %" Ox6" LAGS o @ 12"oc TYP UNO w CD o CONCRETE STAIR ON GRADE PER 3/S3.0 ui S6.1 X INDICATES DETAIL X ON SHEET SX.XX SX.XX SPAN AND EXTENTS SPAN AND EXTENTS THROUGHOUT �2t' Oz v�� O p� vex% O p� (E) SW PER �5� �5� ) SW PER �5� �5� ) SW PER PLAN NOTE 7 PLAN NOTE 7 PLAN NOTE 7 5/4x9% PSL 5%x9% PSL HDR HDR EXTEND 6" EXTEND 6" PAST OPENING PAST OPENING (E) SW R PLAN 2xl0 LEDGER w/ (2) ROWS 5/a" NOTE 7 04" LAGS @ 12"oc TYP UNO (4) DTT1Z TIES ATTACH PER 8/S6.1 (e) 83/xl VIF W 1\ \\ J� 7 O S3.0 SITE RETAINING WALL PER ARCH REFER T010/S3.0 �o ) SW PER PLAN �P NOTE 7 Qo5 P� 0I QO RETAINING WALL PER 10/S3.00 INDICATES SIMPSON HOLDOWN. REFER TO HOLDOWN SCHEDULE (X/SX.X) FOR THREADED ROD CALLOUT & EMBEDMENT INTO CONCRETE INDICATES SIMPSON STRAP HOLDOWN HUC 410 HANGER 4 \ S6.0 Q NS��J 410 LEDGER w/ (2) ROWS %" Ox6" LAGS na.12" oc / (E) SW PER PLAN N (4) DTT1Z TIES NOTE 7 ATTACH PER 8/S6.1 N CS14 x 4'-0" INSTALL ON / DOUBLE TOP PLATE OF WALL, HALF ON WALL AND w HALF ON HEADER Qp�� m e 5'/8x12 GLB VIF X 00 CS14 x 4'-0" INSTALL ON I I ,� DOUBLE TOP PLATE OF I I I WALL, HALF ON WALL AND HALF ON HEADER yco REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eri c/ C4wfeoor BUILDING OFFICIAL Jul 26 2024 APPROVED DATE STRUM114 ENBINEENNG 2033 6th Avenue, #995 Seattle, WA 98109 SgNLN0 �o o� w a S�'r o 45868 BLD2023-0098 REVISION Jul 10 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W U Z W 0 V) W DC 0 N Z00 W w<w > P5 cli U)o W wZ It tiw No�4. N0. DATE REVISION ON G DE PER STAIR 1 07/09/2024 PERMIT REVISION 3,832 0 & /S3 00 S3.0 A QO� QO� Q0 QO� QO� 'q0 „ - - � - - - - - - a % - PROJECT NO. BLDG DEPTPROJECT NO. CHECK PROJECT TEAM MEMBERS NN Permit Set 12/28/2022 Main Floor Framing DPD APPROVAL STAMP M x N W N_ U) F- w w = Al J Q Z U 0 0 S2.1 MUNEN CARTER QUINN FRAMING PLAN NOTES: (TYPICAL UNLESS NOTED OTHERWISE) 1. FLOOR SHEATHING SHALL BE 23/32" APA, STURDI-I-FLOOR WITH A PANEL INDEX OF 40/20. NAIL TO FRAMING WITH 10d COMMON NAILS @ 6" @ PANEL EDGES AND 12" oc IN FIELD UNLESS NOTED OTHERWISE ON PLANS. 2. EXTERIOR WALL SHEATHING SHALL BE 15/32" APA RATED SHEATHING WITH A PANEL INDEX OF 24/0 (OREINTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING, AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD AT CONTRACTORS OPTION). 3. SW-_ INDICATES STRUCTURAL WALL TYPE PER SCHEDULE 12/S6.0. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL WALL INFORMATION. 4. ALL HEADERS AND BEAMS ARE MARKED ON PLAN. REFER NOTE 5 FOR SUPPORT REQUIRMENTS. 5. COLUMNS SHALL BE DOUBLE STUDS MINIMUM, U.N.O., WITH BEAM OR HEADER BEARING FULLY ON COLUMN. 6. DESIGN BUILD HANDRAILS SHALL CONFORM TO SRC R301.5- DESIGNED TO RESIST A 2001b CONCENTRATED LOAD ON THE TOP RAIL AND 50 PSF ON ALL GUARDRAIL INFILL COMPONENTS. 7. EXISTING SHEARWALL TO BE VERIFIED IN -FIELD. CONFIRM 1/2" CDX PLYWOOD w/ 8D @ 4" oc INSTALLED WHEREVER (E) SW IS INDICATED. LUS48 Upper Floor Framin 1/4" = 1'-0" FRAMING PLAN LEGEND ' WALLS BELOW X INDICATES DETAIL X ON SHEET SX.XX WALLS ABOVE SX.XX COLUMNS BELOW SPAN AND EXTENTS COLUMNS ABOVE n -I n HANGER Z�o i/0 SPAN AND EXTENTS THROUGHOUT 77-177 ABRUPT CHANGE IN SLAB/FRAMING ELEVATION J� INDICATES SIMPSON HOLDOWN. REFER TO FLUSH INDICATES FLUSH BEAM �� HOLDOWN SCHEDULE (X/SX.X) FOR THREADED ROD CALLOUT & EMBEDMENT INTO CONCRETE DROP INDICATES DROPPED BEAM v 1SWX INDICATES SINGLE -SIDED SHEARWALL PER INDICATES SIMPSON STRAP HOEDOWN SCHEDULE X/SX.X. 2SWX INDICATES DOUBLE -SIDED SHEARWALL PER SCHEDULE X/SX.X. REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric. C4wfeoor BUILDING OFFICIAL Jul 26 2024 APPROVED DATE STRUM114 ENBINEENNG 2033 6th Avenue, #995 Seattle, WA 98109 Sg N L 0 W A Shr . 45868 BLD2023-0098 REVISION Jul 10 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W U z W 0 V) W DC 0 N o Z LU W < >LU U)o W W Z It� � o tiW N0. DATE REVISION 1 07/09/2024 PERMIT REVISION PROJECT NO. BLDG DEPTPROJECT NO. CHECK PROJECT TEAM MEMBERS NN Permit Set 12/28/2022 Upper Floor Framing DPD APPROVAL STAMP M X 04 N W N_ U) w 1 U) J a z 0 o 0 S2.2 MUNEN CARTER QUINN STRUMRAL ENBINEENNG FRAMING PLAN NOTES: (TYPICAL UNLESS NOTED OTHERWISE) 1. ROOF SHEATHING SHALL BE 7/8" APA RATED SHEATHING (SPAN RATING 54/32). NAIL @ ALL FRAMED PANEL EDGES AND OVER SHEARWALLS w/ 10d @ 6"oc AND 12"oc TO ALL INTERMEDIATE FRAMING. STRENGTH AXIS SHALL BE LAID PERPENDICULAR TO SUPPORTS. AT EDGES NOTED ON PLANS TEH PANEL SHALL HAVE A MIINMUM 4'-0" BACKSPAN. 2. SW- INDICATES STRUCTURAL WALL TYPE PER SCHEDULE 12/S6.0. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL WALL INFORMATION. 3. ALL HEADERS AND BEAMS ARE MARKED ON PLAN. REFER NOTE 4 FOR SUPPORT REQUIRMENTS. 4. COLUMNS SHALL BE DOUBLE STUDS MINIMUM, U.N.O., WITH BEAM OR HEADER BEARING FULLY ON COLUMN. 5. EXISTING SHEARWALL TO BE VERIFIED IN -FIELD. CONFIRM 1/2" CDX PLYWOOD w/ 8D @ 4" oc INSTALLED WHEREVER (E) SW IS INDICATED. %8' SHE/ PLAN N( ENTIRE Roof Frami 1 /4" = 1'-0" FRAMING PLAN LEGEND ' WALLS BELOW X INDICATES DETAIL X ON SHEET SX.XX WALLS ABOVE SX.XX COLUMNS BELOW SPAN AND EXTENTS COLUMNS ABOVE n -I n HANGER Z�o i/0 SPAN AND EXTENTS THROUGHOUT 77-177 ABRUPT CHANGE IN SLAB/FRAMING ELEVATION J� INDICATES SIMPSON HOLDOWN. REFER TO FLUSH INDICATES FLUSH BEAM �� HOLDOWN SCHEDULE (X/SX.X) FOR THREADED ROD CALLOUT & EMBEDMENT INTO CONCRETE DROP INDICATES DROPPED BEAM v 1SWX INDICATES SINGLE -SIDED SHEARWALL PER INDICATES SIMPSON STRAP HOEDOWN SCHEDULE X/SX.X. 2SWX INDICATES DOUBLE -SIDED SHEARWALL PER SCHEDULE X/SX.X. c� wz o�w ¢o o� o<r CONTINUE SHEET OF PLYWOOD ATE GE CONTINUE SHEET OF PLYWOOD ATE GE STRENGTH AXIS PERPENDICULAR TO FRAMING STRENGTH AXIS PERPENDICULAR TO FRAMING J )F REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric. C4wfeoor BUILDING OFFICIAL Jul 26 2024 APPROVED DATE 2033 6th Avenue, #995 Seattle, WA 98109 Sg N L 0 W A Shr . 45868 BLD2023-0098 REVISION Jul 10 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W U z W 0 V) W DC 0 N Z o L U LU < >LU U)o W W Z J It � �o tiw N0. DATE REVISION 1 07/09/2024 PERMIT REVISION PROJECT NO. BLDG DEPTPROJECT NO. CHECK PROJECT TEAM MEMBERS NN Permit Set 12/28/2022 Roof Framing DPD APPROVAL STAMP M X 04 N W N_ U) F- w w = 1 J a z 0 o 0 S2.3 MONEN CARTER QUINN N. T. S. PIPE SLEEVES AS REQUIRED CORNER BARS TO MATCH EXTERIOR HORIZ. REINF. MATCH CROSS WALL HORIZ. REINF. ADDITIONAL VERT. BARS CROSS WALL TYP. C( BAR: `c 7-7 I/ I - 0 M� I 2'-011 MIN. N. T. S. 5— N. T. S. DOUBLE CURTAIN ALLOWED BELOW THIS LINE Pipe and Trench Location Conditions & #5's CORNER BARS TO MATCH EXTERIOR HORIZ. REINF. RNER ADDITIONAL 24 VERT. BARS F CROSS WALL - SINGLE CURTAIN M�: NORMA REINFO ADD BARE MATCH NC REINFORC LINE C 51 N. T. S. CORNER BARS TO MATCH EXTERIOR HORIZ. REINF. (ALT. HOOKS) Typical Corner Bars at Concrete Walls 2 ,LL Typical Stepped Footing RETAINING WALL SCHEDULE H (Ft.) B1 is B2 tf STEM REINFORCING FOOTING REINFORCING VERT. HORIZ. TOP LONGIT. UP TO 4' 6" 6" 2'-6" 15" #4 @ 12" #4 @ 12" - (5)#5 5' 9" 6" 3'-0" 15" #4 @ 12" #4 @ 12" #4 @ 15" (5)#5 NOTE TO ENGINEER: EQUIVALENT FLUID PRESSURE LATERAL EARTH PRESSURE (SEISMIC) MINIMUM ALLOWABLE BEARING COEFFICIENT OF FRICTION = 55 PCF = 8H = 3000 PSF = 0.30 (WITHOUT FACTOR OF SAFETY) = 0.45 (WITH FACTOR OF SAFETY) 24 #4x@�� 18"oc (1) #4 EACH NOSE FLOOR FRAMING PER PLAN JOIST PER PLAN ANCHOR BOLT PER SW SCHED., 5/8"xT ANCHOR BOLT @ 48" oc ELSEWHERE - (E) CONCRETE WALL 6 N. T. S. 10 (2) #4 CONT. EA. WAY BOT #4 @ 18"oc E.W. SHEAR WALL WHERE OCCURS PER PLAN WATER PROOFING PER ARCH PER PLAN Stair On Grade EPS-15 GEOFOAM SLAB ON GRADE PER PLAN - A •� P - a n a RETAINING WALL PER SCHEDULE 3 �l (3) #4 CONT. REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eri c/ C4wfeoor BUILDING OFFICIAL SEE PLAN FOR SLP 3 Jul 26 2024 THICKNESS AND APPROVED DATE REINFORCING. (TY1.) 4"x 4" x 1 /4" BA; 'OST & POST W/ (1)1/2" DIA SASE PER PLAN 10" SQUARE PLINTH. REINF. w/ (4)#4x & #3 TIES @ 4"oc 11 REINFORCEMENT PER RETAINING WAL SCHEDULE PLASTIC VAPOR BARRIER AND COMPACTED GRANULAR FILL PER PLAN Typical Slab Edge 4 HDU PER PLAN 0 00 co Of C.fl 0 LU LL, of co C)O U Q Q�az� EMBED ANCHOR BOLT PER PLAN, CENTER IN 8" STEMWALL (E) STEM WALL (E) FOOTING STRU IR ENBINEENIC 2033 6th Avenue, #995 Seattle, WA 98109 SgNLNo Q �w 610 e � -10 45868 AL 0 IONAL V��'��w BLD2023-0098 REVISION Jul 10 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W V Z W 0 V) W DC 8 N N o Z 00 LU W >W U)o W W Z It� � o tiW N0. DATE REVISION 1 07/09/2024 PERMIT REVISION STAIR ON =R PLAN PROJECT N0. LL, BLDG DEPTPROJECT NO. )0 CHECK PROJECT TEAM MEMBERS NN Permit Set 12/28/2022 Concrete Details DPD APPROVAL STAMP fo M x 04 N W N_ co H W W 2 co J a 12 0 0 S3.0 MUNEN CARTER QUINN NOTE: BORED HOLES SHALL NOT BE LOCATED @ THE SAME SECTION OF STUD AS A NOTCH. SINGLE STUD 2Y811 1W MAX (NO REINF. MAX HOLE REQUIRED) HOLE 0 MIN %" MIN MAX DOUBLE STUDS 3% MAX HOLE (NO MORE THAN TWO HOLE 0 SUCCESSIVE STUDS MIN MAY BE BORED) 5/a' MIN 2x4 STUDS (3x4 SIMILAR) N. T. S. NOTE: NOTCHES SHALL NOT OCCUR IN MORE THAN (2) SUCCESSIVE STUDS 2x4 STUDS (3x4 SIMILAR) ANY NOTCH OR HOLE THRU STUDS EXCEEDING ABOVE DETAIL SHALL GET E.O.R. APPROVAL FOR POSSIBLE REINFORCING REQUIREMENTS PRIOR TO DRILLING/NOTCHING N. T. S. 2x6 STUDS (3x6 SIMILAR) 13/e" MAX 2x6 STUDS (34 SIMILAR) NAILING TO SUPPORTED DIAPHRAGM PLYWOOD PANEL PLYWOOD PANEL EDGES rnnr PPP PI ANI /NID11 C (tl F" RAINI 1 PLYWO( PANEL NAILING DIAPHR/ BOUNDA NAILS @ NAILING INTERMI FRAMIN( NAILS @ JOISTS I PLAN NOTE: BEARING AND SHEAR WALL INTERSECTIONS SHALL BE CONSIDERED DIAPHRAGM BOUNDARIES, TYP N. T. S. 1 5 NO PRI WI[ STUDS N. T. S. PROVIDF PANFI FDGF NAI PLYWOOD PANEL (MAY BE EITHER VERT. OR HORIZ.) NAILING TO INTERMEDIATE FRAMING MEMBER TOP OF FOUNDATION END OF SHEARWALL nvLuvuuly rrn rLrTly BEAM PER PLAN TOENAIL TO SUPPORT w/(2)16d EA. SIDE 2 BLOCKING AT ALL PANEL EDGES - REFER NOTE BLOCKING OR RIM JOIST DOUBLE TOPIE PANEL EDGE NAILING AT ALL JAMB, CORNER, & WALL END MEMBERS INTERMEDIATE FRAMING MEMBERS BOTTOM ANCHOR BOLT PER SHEARWALL SCHEDULE Typical Shearwall Panel Elevation WEB STIFFENERS PER JOIST MFR. .Oro BEAM PER PU HANGER PER GEN. NOTES SHEATHING PER PLAN I JOIST DIRECTION VARIES PER PLAN. PROVIDE (1) BAY BLK'G @ 48"oc w/(4)8d NAILS WHEN JOIST RUN PARALLEL TO BEAM JOIST PER PLAN 3 7 DESIGN BUILD HANDRAIL VERIFY HANDRAIL CONFORMS w/ SRC PER PLANS DESIGN BUILD HANDRAIL VERIFY HANDRAIL CONFORMS w/ SRC PER PLANS CV REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION U Of a of zo w ch JOIST PER PLAN LUS SERIES HANGER BEAM PER PLAN (2) 1/2"0 THRU-BOLTS & WASHER, MAY BE COUNTERSUNK U Q Of w lrI c/ C4wfeoor DTT2Z @ EACH GUARDRAIL Jul 26 2024 APPROVED DATE DTT2Z @ EACH GUARDRAIL POST LOCATION, MAX 4'-0" oc. BEAM PER PLAN (2)1/2"0 THRU-BOLTS & WASHER, MAY BE COUNTERSUNK JOIST PER PLAN 2x BLOCKING @ 24" oc SHEAR WALL SCHEDULE BOTTOM PLATE ATTACHMENT CAPACITY SW# SHEATHING BLOCKING PANEL EDGE NAILING(1) ATTACHMENT TO TOP PLATE(2 (plf) RIM BOARD FACENAILING TO ANCHOR BOLTING REQ'D WOOD BELOWI0 TO CONC. BELOW, 4 SEISMIC SW1 15/32" APA RATED SHEATHING YES 8d @ 2"oc CLIP @ 12"oc 4x/31/2 LSL (2) ROWS 16d @ 53/4"oc %"0 @ 24"oc 595 PLF SW2 15/32" APA RATED SHEATHING (EACH SIDE) YES 8d @ 3"oc CLIP @ 8"oc 4x/3'/2 LSL (2) Rows 16d @ 3'/"oc Wo @ 18"oc 910 PLF / t NAILS SHALL BE 8d COMMON. NAILING APPLIES TO ALL PANEL EDGES (BLOCK ALL UNSUPPORTED PANEL EDGES), TOP & BOTTOM PLATES AND BLOCKING. NAIL TO INTERMEDIATE FRAMING MEMBERS w/8d @ 12"oc. 2� CLIP SHALL BE EITHER A35 OR LTP4 NAILS SHALL BE 10d COMMON (0.1480 x 3") SCREWS SHALL BE SIMPSON SDS25300 (1/4"0 x 3" MIN.) C PROVIDE 3"x3"x0.229" PLATE WASHER AT ALL ANCHOR BOLTS. ANCHOR BOLTS SHALL BE POSITIONED SUCH THAT PLATE EDGE OF PALTE WASHER IS WITHIN 1/2" OF THE EDGE OF THE BOTTOM PLATE (PLATE WASHERS MAY BE DIAGONALLY SLOTTED WITH A WIDTH OF UP TO 13/16" AND A LENGTH NOT TO EXCEED 13/4") SHUMRAL ENBINEEIING 2033 6th Avenue, #995 Seattle, WA 98109 Sg A L W A 8 68gSs"'p-U'RO�q`t IbNAL 0�� BLD2023-0098 zo co X N w N w w 1 Cn J Q D 0 0 REVISION Jul 10 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W U Z W 0 V) W DC 0 N Z o 00 LU W < >LU Cno W wZ J 0 �o tiw N0. DATE REVISION 1 07/09/2024 PERMIT REVISION PROJECT NO. BLDG DEPTPROJECT NO. CHECK PROJECT TEAM MEMBERS NN Permit Set 12/28/2022 Wood Details DPD APPROVAL STAMP S6.0 MUNEN CARTER QUINN 11 1'/" TYP SECTION 11 1'/2' TYP SECTION 6x 31/2 x 1/4 BASE PLATE ATTACH W/ (1) %"0 x 6" LAGS SECTION COLUMN PER PLAN 6/S6.1 WSWH-TP PORTAL TRANSFER PLATE SIMPSON WSWH SHEARWALL WSWH HOLDOWN '/8" MAXIMUM WOOD SHIM AS REQ'D WSWH-PS STRAPS TRIM STUDS AS REQ'D A34 CLIP EA. SIDE OF STRONGWALL PSL HDR PELR PLAN 9x 31/2 x 1/4 BASE PLATE ATTACH W/ (2) %"0 x 6" LAGS COLUMN PER PLAN BEAM PER PLAN. CONTINUOUS OVER WSWH ATTACH TO BEAM BELOW PER DETAIL 11/S6.1 WSWH Elevation 1 JOIST OMITTED FOR CLARITY BEAM PER PLAN LCE POST CAP SERIES POST PER PLAN BEAM PER PLAN (E) FRAMING PER PLAN CLIP PER SHEARWALL SCHEDULE HDR PER PLAN, CONT. OVER WSWH 7/8" WOOD SHIM MAX 10d @6"oc PER ARCH 2'-0" MAX REFER TO 12/S6.1 FOR CALLOUTS IN COMMON (E) WALL NAILING PER SW-1 WSWH-TP PLATE PER MANUFACTURER SIMPSON STRONG -WALL WOOD SHEAR WALL PER PLAN 2ND STORY STRONG —WALL® HIGH STRENGTH WOOD SHEARWALL PLACE STRONG —WALL° HIGH STRENGTH WOOD SHEARWALL OVER THREADED RODS AND SECURE WITH HEAVY BEARING PLATES AND HEAVY HEX NUTS (PROVIDED). DO NOT USE AN IMPACT WRENCH. USE 1%" WRENCH FOR 1" HEAVY HEX NUT. TIGHTEN ANCHOR NUTS FINGER TIGHT +% TURN. WSWH ANCHOR BOLTS EXTEND �/2" ABOVE TOP OF FLOOR SHEATHING. WSWH SHEAR TRANSFER PLATE. (INCLUDED WITH WSWH—TSNS_KT). DRILL 2" DIAMETER x 1" DEEP HOLE OR NOTCH 2"x2"x1" DEEP MAX. IN SHEATHING & RIM JOIST. SET LOWER HEAVY HEX NUT FLUSH WITH TOP OF SHEATHING. WSWH SHEAR TRANSFER PLATE SHALL SIT FLUSH & LEVEL ON NUTS. EXTERIOR DRILL 1%" MAX. DIAMETER HOLES ELEVATION THROUGH DOUBLE TOP PLATES PLAN VIEW LEDG NAILINI SHEAR SCHEC SHEAR PER PL WHERE INTERIOR ELEVATION REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION r�4qt N CKING NAILING PER SHEARWALL 'BUILDING OF PLAN IST PER PLAN SCHEDULE TYP. U�1 I Z6 iEATHING APPROVE��T�G :R PLAN LEDGER PER PLAN — \ JOIST PER \ LSL RIM JOIST PER WALL SCHED. DTT1Z PER PLAN \ SHEARWALL SCHED. IP PER SHEARWALL CLIP PER SHEARWALL ;HEDULE WHERE SHEARWALL SCHEDULE WHERE :Q,D PER PLAN REQ'D. WHERE SHOWN HEAVY HEX NUT AND HEAVY BEARING PLATE SOLID PSL BLOCKING UNDER CENTER OF STRONG -WALL® HIGH STRENGTH WOOD SHEARWALL. BLOCKING TO RIM JOIST WITH 16d COMMON OR SDS 4"x3 %". EXACT SPACING NOT CRITICAL. SIMPSON A34 EACH SIDE 1" DIAMETER THREADED RODS (INCLUDED WITH WSWH—TSS_KT) DRILL 1%" MAX. DIAMETER HOLE IN — DOUBLE TOP PLATES FOR RODS 3 7 11 LEDGER PER PLAN DECK FRAMING & SHEATHING PER PLAT DTT1Z PER PLAN SHEARWALL PER PLAN WHERE SHOWI` 10d@6"oc CLIP PER SH SCHEDULE SH PE PROVIDE CONTINUOUS PLYWOOD PANEL AT PARALLEL TRUSSES )DITIONAL 4x OCKING @ DECK )NNETION FRAMING & SHEATHING PER PLAN IP PER SHEARWALL ;HEDULE WHERE :Q'D. SHUMRAL ENBINEEM S 2033 6th Avenue, #995 Seattle, WA 98109 Sg A L 0 W A Shr . ��gs , c 45 868 8 "� , 0�� BLD2023-0098 REVISION Jul 10 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W U Z W 0 V) W 8 w o N o Z LJJ LU < >LU U)o W W Z J a: 0 tiw N0. DATE REVISION 1 07/09/2024 PERMIT REVISION PROJECT NO. BLDG DEPTPROJECT NO. CHECK PROJECT TEAM MEMBERS NN Permit Set 12/28/2022 Wood Details RED DPD APPROVAL STAMP cozo X N W N_ cn W W cn 1 12 0 0 S6.1