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REV1 APPROVED BLD2022-1329+Structural_Plan+10.18.2024_12.57.56_PM+4568723BUILT engineering LEGEND SPAN < - > EXTENT X SECTION DETAIL llsX. ---- DROPPED BEAM/HEADER FLUSH BEAM (P.T.) PRESSURE —TREATED UNO UNLESS NOTED OTHERWISE TYP. TYPICAL oc SPACING ON CENTER COLUMN ABOVE ❑ COLUMN BELOW ALL —THREAD HOLDOWN AT END OF SHEARWALL ABOVE STRAP HOLDOWN AT END OF SHEARWALL ABOVE FOOTNOTES O STEM HERE IS 8" WIDE, AND TALLER THAN OTHER AREAS. ANCHOR BOLTS AT HOLDOWNS SHALL BE CAST IN PLACE SEE DETAILS FOR MORE INFORMATION 2 THICKEN SLAB TO 9" THICK x 12" WIDE BELOW BEARING WALL AT STAIRCASE. PROVIDE (2) #4 BARS CONT. AT BOT. OF FOOTING. ANCHOR WALL TO FOUNDATION WITH 5/8" 0 ANCHOR BOLTS @ 48"oc EMBED 5" INTO FOOTING 3 i CLIP FOOTING TOE AT PROPERTY LINE AT THIS CORNER, ONLY CLIP FOUNDATION AS FAR AS NECESSARY TO AVOID PROPERTY LINE INTERFERENCE. FOUNDATION PLAN NOTES 1. SEE 10/S4.0 FOR TYPICAL HOLDOWN REQUIREMENTS AT CONCRETE WALLS AND FOOTINGS. ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION 7)0WA vusz Vfkmm BUILDING OFFICIAL Dec 20 2024 APPROVED DATE r-------------------------------------I Approved revisions are as follows: !1) Updated Structural plans 12) Exterior siding changed from Veneer IBrick to Faux Board j 13) Roof changed from Standing Seam metal to Composition Shingles ,4) The Balcony of the North Elevation of , ,unit A was reduced in size I I I 7 lls3.0 SLAB ON GRADE PER 12/S3.0 (SLOPE PER ARCH'L) R,&V 4/ 7 3.0 SLAB ON GRADE PER 12/S3.0 (SLOPE PER ARCH'L) 4/ 7 3.0 SLAB ON GRADE PER 12/S3.0 (SLOPE PER ARCH'L) ■ 7 3.0 SLAB ON GRADE PER 12/S3.0 (SLOPE PER ARCH'L) 8 3.0 1 FOUNDATION PLAN S2.0 scale: 1/4" = V-0" FE_ o- o- P — P BUILT e n g i n e e r i n g REVISION Oct 18 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-1329 BLD2022-1325 BLD2022-1326 BLD2022-1327 Project Contact Brice Parrish tel 253 985 5008 brice@builtstructural.com Architect Citizen Design 10 Dravus St Seattle, WA 98312 Project 310 Daley Townhomes 310 Daley Street Edmonds, WA 98020 Issue Date 6/10/24 Issue Description Permit Set 7/19/24 Permit Revisions 10/14/24 Post Permit Rev. Building Department Approval Drawing Title FOUNDATION PLAN Drawing Number SZO Cn W 75 z O H w J Q O M BUILT engineering LEGEND SPAN < > EXTENT X SECTION DETAIL X. — — — — DROPPED BEAM/HEADER FLUSH BEAM (P.T.) PRESSURE -TREATED UNO UNLESS NOTED OTHERWISE TYP. TYPICAL oc SPACING ON CENTER COLUMN ABOVE ❑ COLUMN BELOW ALL -THREAD HOLDOWN AT END OF SHEARWALL ABOVE STRAP HOLDOWN AT END OF SHEARWALL ABOVE FRAMING PLAN NOTES 1. TYPICAL FLOOR FRAMING CONSISTS OF 6" MPP PANEL PER GENERAL NOTES. 2. SW__ INDICATES SHEARWALL TYPE PER SCHEDULE 8/S4.0. REFER TO DETAILS FOR TYPICAL SHEARWALL CONSTRUCTION. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL WALL INFORMATION. 3. PROVIDE (2) BEARING (TRIMMER) STUDS MINIMUM AT ENDS OF ALL BEAMS AND HEADERS, UNO. SEE 11/S4.0 4. SINGLE TOP PLATES ARE USED FOR SHEARWALLS AT MPP FLOORS 5. SEE 6/S4.0 FOR TYPICAL FLOOR -TO -FLOOR STRAP INSTALLATION AND SCHEDULE 6. SEE 6/S4.0 FOR TYPICAL FLOOR -TO -FLOOR STRAP INSTALLATION AND SCHEDULE FRAME COMMON WALLS W/ 2x4 @ 12" oc STAGGERED OVER 2x6 PLATES BUILT e n g i n e e r i n g REVISION Oct 18 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 7. SPLICE MPP PANELS PER 11/S3.1 WHERE - 12 1 12 / 12 5• A9 MP OCCURS S3. i; I S. S3. I i i 1 S3. tiG�F _WAs� FOOTNOTES 1� PROVIDE ANGLE BRACE EACH END AND AT 8'-0"oc ALONG CANOPY PER DETAIL. FLAT FRAME 46 POST IS REQUIRED BEHIND BRACKET CONNECTIONS, SEE DETAIL (2) CONTINUE PLYWOOD SHEATHING FOR DOUBLE SIDED SHEARWALL TYPICAL FLOOR FRAMING THRU WALL INTERSECTION. PER PLAN NOTE 1 UNO 3; LAP MPP PANEL THAT OCCURS AT STAIR OPENING 3" MIN OVER BEAM DEFERRED SUBMITTAL - PREFABRICATED STEEL BALCONY WITH DIAGONAL BRACES EACH END FOR FASTENING TO THE PROVIDED POSTS AT EACH LOCATION WHERE OCCURS. SPECIFICATIONS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD PRIOR FOR REVIEW OF LOADS IMPARTED ONTO STRUCTURE. 05 POST ABOVE FOR BALCONY BRACE CONNECTION - LOCATE CENTERLINE OF POST WITH CENTERLINE OF BRACE CONNECTION. TYPICAL STAIR FRAMING PER 10/S3.1 ALL EXTERIOR WALLS SW1 PER PLAN NOTE 2 UNO HEADERS (2)2x8 TYP UNO SECOND FLOOR FRAMING PLAN (FIRST FLOOR WALLS; scale: 1 /4" = V-0" O 53937 "of Till �-' V AL Project Contact Brice Parrish tel 253 985 5008 brice@builtstructural.com Architect Citizen Design 10 Dravus St Seattle, WA 98312 Project 310 Daley Townhomes 310 Daley Street Edmonds, WA 98020 Issue Date Issue Description 6/10/24 Permit Set 7/19/24 Permit Revisions 10/14/24 Post Permit Rev. 0-1 Building Department Approval Drawing Title SECOND FLOOR FRAMING PLAN Drawing Number S2ml BUILT engineering LEGEND <e> X X. SPAN EXTENT SECTION DETAIL ---- DROPPED BEAM/HEADER FLUSH BEAM (P.T.) PRESSURE -TREATED UNO UNLESS NOTED OTHERWISE TYP. TYPICAL oc SPACING ON CENTER COLUMN ABOVE 11 COLUMN BELOW ALL -THREAD HOLDOWN AT END OF SHEARWALL ABOVE STRAP HOLDOWN AT END OF SHEARWALL ABOVE FRAMING PLAN NOTES 1. TYPICAL FLOOR FRAMING CONSISTS OF 6" MPP PANEL PER GENERAL NOTES. 2. SW__ INDICATES SHEARWALL TYPE PER SCHEDULE 8/S4.0. REFER TO DETAILS FOR TYPICAL SHEARWALL CONSTRUCTION. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL WALL INFORMATION. 3. PROVIDE (2) BEARING (TRIMMER) STUDS MINIMUM AT ENDS OF ALL BEAMS AND HEADERS, UNO. SEE 11/S4.0 4. SINGLE TOP PLATES ARE USED FOR SHEARWALLS AT MPP FLOORS 5. SEE 6/S4.0 FOR TYPICAL FLOOR -TO -FLOOR STRAP INSTALLATION AND SCHEDULE 6. SEE 6/S4.0 FOR TYPICAL FLOOR -TO -FLOOR STRAP INSTALLATION AND SCHEDULE 7. SPLICE MPP PANELS PER 11/S3.1 WHERE OCCURS FOOTNOTES C STRAP HEADER PER 9/S4.0 02 HORIZONTAL STRAPPING/BLOCKING ABOVE AND BELOW WINDOW OPENINGS O3 LOCATE CENTER OF POST AT CENTER OF DIAGONAL BRACE FOR BALCONY SUPPORT 4 DEFERRED SUBMITTAL - PREFABRICATED STEEL BALCONY WITH DIAGONAL BRACES EACH END FOR FASTENING TO THE PROVIDED POSTS AT EACH LOCATION WHERE OCCURS. SPECIFICATIONS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD PRIOR FOR REVIEW OF LOADS IMPARTED ONTO STRUCTURE. HEADERS (2)2x8 TYP UNO FRAME COMMON WALLS W/ 2x4 @ 12" oc STAGGERED OVER 2x6 PLATES ALL EXTERIOR WALLS SW1 PER PLAN NOTE 3 UNO TYPICAL FLOOR FRAMING PER PLAN NOTE 1 UNO TYPICAL STAIR FRAMING PER 10/S3.1 THIRD FLOOR FRAMING PLAN (SECOND FLOOR WALLS; scale: 1 /4" = V-0" 'Il,q,,, *0111 BUILT e n g i n e e r i n g REVISION Oct 18 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Project Contact Brice Parrish tel 253 985 5008 brice@builtstructural.com Architect Citizen Design 10 Dravus St Seattle, WA 98312 Project 310 Daley Townhomes 310 Daley Street Edmonds, WA 98020 Issue Date Issue Description 6/10/24 Permit Set 7/19/24 Permit Revisions 10/14/24 Post Permit Rev. 0-1 I Building Department Approval I Drawing Title THIRD FLOOR FRAMING PLAN Drawing Number S12