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REV1 APPROVED BLD BLD2021-0111+Structural_Plan+1.18.2022_7.45.22_AM+2625381SHEARWALL SCHEDULE SWEXP Notes apply as called out in table below. 1 Anchor bolts embedded at least 7", or expansion anchors embedded at least 4". See detail SWB. 2 #MASAP can be installed instead of sill bolts with washers. When replacing 1/2"0 sill bolts use 7-10dx11/2" nails (minimum nailing) and when replacing 5/8"0 sill bolts use 9-10dx11/2" nails (maximum nailing). 3 See detail SWF. Connections vary depending on condition. 3a Substitute 16d toe nails @ 8"oc for *A35. 4 See detail SWR Letter designations a, b, & c refer to specific conditions. For gable -end roof connections see detail SWF. 5 See detail SWR 6 Abutting panel edges require a 2-2x (lamination connection same as WALL BASE PLATE), 3x, or greater stud. 7 See detail DSW. 8 The plate washer shall extend to within 1/2" of the edge of the bottom plate that receives the sheathing or rim. At double -sided shearwalls, stagger on both plate edges. SHEAR FLOW CONNECTIONS / SPACING S SILL -TO - FLOOR -TO - ROOF -TO - WALL BASE PLATE CALL FOUNDATION 1, 2 SILL &WALL WALL 4 5 OUT 5/8"0 @ 60"oc or #A35 @ *H1 @ 16d @ 10"oc A 7/2"0 @ 60"oc 48"oc 3a 24"oc 4a 5/8"0 @ 60"oc or #A35 @ #LS50 @ 16d @ 6"oc B 1/2"0 @ 40"oc 24"oc 36"oc 4b 5/8"0 @ 40"oc or #A35 @ #LS50 @ 16d @ 4"oc 1/2"0 @ 24"oc 16"oc 24"oc 4b 5/8"0 @ 32"oc or #A35 @ #LS50 @ 16d @ 3"oc D 7/2"0 @ 24"oc 8 16"oc 16"oc 4b 5/8"0 @ 24"oc or #A35 @ #LS50 @ 16d @ 2"oc C G 1/2"0 @ 16"oc 8 12"oc 12"oc 4b 5/8"0 @ 12"oc or #A35 @ #LS50 @ 2-16d @ 2"oc to 4x F 1/2"0 @ 8"oc 8 6"oc 8"oc 4c rim/blkg HOLDOWN SCHEDULE n/ WALL SHEATHING CALL OUT SHEATHING THICKNESS EDGE NAILS 6 7/16" 8d @ 6"oc 4 7/16" 8d @ 4"oc 3 7/16" 6 8d @ 3"oc 2 7/16" 6 8d @ 2"oc 22 7/16" both sides 6, 7 8d @ 2"oc 1 Deepen the foundation as needed to provide the required holdown embedment into the foundation wall. See Deatil MHE 2 Fasten to the end framing members of the shearwall, u.n.o. 3 FOUNDATION ANCHOR may be extended with threaded rod and coupler as required. 4 Provide the minimum embedment and edge distances specified by the manufacturer. 5 Attach to (2) 2x studs minimum (lamination connection same as WALL BASE PLATE; stagger nails), u.n.o. 6 See detail HDNfor installation. HOLDOWN / STRAP FOUNDATION 1, 2, 4, 6 FASTENERS 5 ANCHOR 1, 3, 4, 6 COMMENTS :#STHD14/14RJ 30-16d sinker N/A :#HTT5KT 26 - #SD #10x21/2 #SB5/8"x24 :#HDU8-SDS2.5 20 - #SDS1/4x21/2 7/8"�T.R. 4x6 Min Post, See detail RFA #HDU11-SDS2.5 30 - *SDS1/4x21/2 1"r¢T.R. 6x6 Min Post, See detail RFA :#HDU14-SDS2.5 36 - *SDS1/4x21/2 1 T.R. 6x6 Min Post, See detail RFA #MSTC40 36-16d sinker N/A equal number of nails to both connected elements #MSTC66 68-16d sinker N/A equal number of nails to both connected elements # MST60 46-16d sinker N/A equal number of fasteners to both connected elements. 4x6 Min Post #MSTC661133 56-10d sinker N/A See detail SB (2) :#MSTC66B3 56-10d sinker N/A see detail SB6x8 Min Post GENERAL STRUCTURAL NOTES CODE All conditions, materials and construction shall conform to the code specified in the DESIGN CRITERIA, or other codes required by the governing jurisdiction. PROTECTION Through maintenance and current best practices, provide a building envelope that will preserve the integrity of the structure throughout it's lifetime. INSPECTIONIS Notify Building Department for inspections required by local jurisdiction. SOILS Bearing capacity of soil shall be per DESIGN CRITERIA or greater. Footing shall bear on solid undisturbed level soil devoid of any organic material and below indicated frost line. COMPACTED FILL shall consist of predominately Well -Graded, granular soil, free of organic material and debris. Fill should be placed in maximum 8" loose lifts and compacted to a minimum of 95 percent of the maximum density at optimum moisture content determined by ASTM D-1557 test procedures. BACKFILL shall be free draining and without organic material and debris from one of the following soil classes SM-SC, SM, SID, SW, GC, GM, GP, and GW. FOUNDATIONS AND RETAINING WALLS Extend footings to undisturbed bearing soil. Do not backfill until all slabs and/or horizontal diaphragms are constructed, otherwise provide temporary bracing to resist movement. There shall be no machine compaction on the retaining side of the structure for a distance equivalent to 2/3rds the wall height. SILL PLATES Use pressure treated 2x plates u.n.o. Embed anchor bolts at least 7" (expansion anchors 4"). Use 3"x3"x0.229" washers. There shall be a minimum of two bolts per piece spaced not more than 6 feet apart, with one bolt located not more than 12" or less than 4" from each end of each piece. CONCRETE fc = 3000 psi minimum for environmental exposure (2500 psi used in structural design, or unless greater psi indicated on the plans). 5 1/2 sacks of cement per cubic yard of concrete and a maximum of 6 gallons of water per 94 lb sack of cement. Maximum slump is 4". Segregation of materials shall be prevented through proper handling and placement. REIINIFORCINIG STEEL #4 bars and larger shall be Grade 60 deformed bars, and #3 bars shall be Grade 40 (u.n.o.), in accordance with ASTM A-615. Lap splices 32 bar diameters u.n.o. Welded wire fabric shall conform to ASTM A-185 and shall be 6x6 - W1.4xW1.4. Lap one full mesh at splices. CLEAR COVER 3" clr when cast against Earth and 2" clr in all other locations, u.n.o. See applicable detail(s): RI FOOTING DRAINAGE Footing drainage per Building Code section 1805.4.2 & Residential Code section R405.1. WOOD FRAMING in contact with concrete or masonry, or exposed to weather, shall be pressure treated. Numbers in parenthesis, IE (1-1), refer to corresponding engineering calculations. CONNECTORS AND FASTENERS Fasteners, including nuts and washers, and connectors in contact with pressure treated wood shall be hot -dipped zinc -coated galvanized. EXCEPTION: Plain carbon steel fasteners, including nuts and washers, in SBX/DOT and zinc borate preservative treated wood in an interior, dry environment shall be permitted. SOLID SAWN LUMBER shall meet the following minimum grades (u.n.o.) conforming to "WWPA GRADING RULES FOR WESTERN LUMBER", latest edition: BEAMS, POSTS, RAFTERS, JOIST 6X and wider DF#1 4X DF#2 2x 10 and greater DF#2 2x 8 and smaller HF#2 WALL STUDS 2x HF#2 ENGINEERED WOOD shall meet the following minimum properties: Callout E x 106 (psi) Fb(psi) Fc Dar (psi) Fc DerD (psi) Fv(psi) GLB 1.8E 2400 1650 650 240 All cantilevered and multi -span glue -laminated beams (GLB) shall be V8 unless noted otherwise, additionally cantilevered beams shall have zero camber. 24F-V4 shall be cambered with a 3500' radius u.n.o. LSL 1.55E 1900 2050 900 310 PSL 2.2E 2900 2900 625 290 Engineered wood products shall be protected from moisture to preserve their structural integrity. Provide temporary bracing to avoid permanent deflections resulting from drying under construction dead loads. I -JOISTS Connect I -joist to plate using one 10d (0.131" x 3") nail on each side of bottom flange; drive nails at an agle at least 1 1/2" from end. Connect 1 1/4" LSL rim to I -joists with one 10d (0.131" x 3") nail into top and bottom flange. Full -depth blocking between joists over shearwalls shall be 1 1/4" min LSL. TRUSSES Manufactured trusses are a deferred submittal item designed per CODE section 2303.4 and shall be designed for all loads and load combinations per the CODE. All connections per manufacturer, u.n.o. If truss layout is changed by manufacturer, please notify this office. Trusses which require drag forces shall be designed for a drag force of: Indicated on the plan OVER -FRAMING Unless noted otherwise by truss manufacturer, overframe with 2x4 rafters @ 24" oc. Post down w/ 2x4 @ 48" oc, staggered. Brace posts over 6-0" tall perpendicular to wide face. WALL FRAMING & BEARINIG Walls shall be 2x studs at 16"oc max with double 2x top plate, and 2x base plate (exterior walls shall be 2x6 u.n.o. & interior walls shall be 2x4 u.n.o.). Party walls shall be parallel walls with a 1" gap between. Each wall shall be framed with 2x4 studs at 16"oc max with double 2x top plate, and 2x base plate. Block all supports solid to the foundation. See applicable detail(s): BHS TPS Full cavity blocks shall be required where party walls intersect exterior walls. See applicable detail(s): EPI BEAM PENETRATIONS Allowable beam penetrations shall be made in the middle third of the span and the middle third of the depth. Contact this office for any penetration outside the allowable area. See applicable detail(s): BP POF THIS IS INTENDED TO DRAW ATTENTION TO FREQUENTLY EXPERIENCED DIFFICULTIES IN CONSTRUCTION: • LONG LEAD ITEMS • DIFFICULT FIELD RETROFITS • LIMITED OPTIONS FOR RETROFITS WNG I WARNING N.T.S. GENERAL STRUCTURAL NOTES continued WOOD STRUCTURAL PANELS shall meet the performance standards of the "APA" DOC PS1 and PS2 for their intended application (group 5 species not allowed). SHEARWALLS are indicated on the plans with a bold dashed line and labeled SW. The following letter designation refers to the Shearwall Schedule's SHEAR FLOW CONNECTIONS / SPACING table, and the number designation refers to the WALL SHEATHING table. Multiple combinations of letter and number designations may be present. Wall Line numbers, shown inside triangles, refer to corresponding engineering calculations. Attach rated sheathing (indicated below) to 2x min STUDS spaced no more than 16"oc, u.n.o. See Shearwall Schedule for minimum thickness and fasteners (thickness at point of fastened edges governs shear values). All panel edges shall be blocked. Nail intermediate supports @ 12"oc. Do not penetrate nails past flush. Install squash blocks under the ends of all shearwalls where the framing below does not provide full bearing. Construct cripple walls same as the shearwall above, and gable -ends same as the shearwall below. Rated sheathing: 7/16" OSB rated with a 24/16 span rating. 1/2" CD with a 32/16 span rating. See applicable detail(s): SWE ROOF DIAPHRAGM Install either OSB or CD sheathing: 7/16" OSB rated sheathing with a 24/16 span rating; panel clips required when spacing is greater than 20" oc. 1/2" CD rated sheathing with a 32/16 span rating. Use 8' x 4' panels with long dimension perpendicular across supporting framing. Stagger panel rows half the long dimension. Nail all boundaries and supported edges with 8d @ 6"oc and interior supports with 8d @ 12"oc, blocking not required u.n.o. ROOF -TOP DECK DIAPHRAGM Install minimum 23/32" rated Sturd-I-Floor T&G with a 24oc span rating Use 8' x 4' panels with long dimension perpendicular across supporting framing. Stagger panel rows half the long dimension. Glue and nail all boundaries and supported edges with 10d @ 6"oc and interior supports with 10d @ 12" oc, blocking not required u.n.o. FLOOR DIAPHRAGM Install minimum 23/32" rated Sturd-I-Floor T&G with a 24oc span rating. Use 8' x 4' panels with long dimension perpendicular across supporting framing. Stagger panel rows half the long dimension. Glue and nail all boundaries and supported edges with 10d @ 6"oc and interior supports with 10d @ 12" oc, blocking not required u.n.o. COLLECTORS Diaphragms shall be nailed continuously to drag struts, drag trusses and other collector elements at boundary spacing, u.n.o. See applicable detail(s): DTC CS CONNECTIONS and fasteners shall be per CODE Table 2304.10.1 u.n.o. The symbol, "#", indicates a hardware connector from the most current Simpson Strong -Tie Catalog. Hardware with equivilent or greater capacities from other manufacturers may be substituted, example you can use USP's Dual Specification Chart to make an equivilent or greater capacity selection. Install per the manufacturer instructions. Fasteners and hardware in contact with pressure treated wood shall be hot -dipped zinc -coated galvanized. NAILS All nails shall be "Standard Common" size per the latest edition of the National Design Specification for Wood Construction (NDS) u.n.o. HOLDOWNS See the HOLDOWN SCHEDULE. See applicable detail(s): HDN HOC POST CAPS Provide a post cap on isolated columns that most nearly matches the actual member size(s) U.N.O. Each connection shall have a minimum of (3)10d to the post and (3)10d to the beam. HANGERS Model numbers will be specified on the plans for conditions that require more than minimum capacity, otherwise see CONNECTIONS. When a hanger is not specified on the plans, use any size specific model number that fits that member. Always use MAX NAILING. Hanger to match member size. Notching or shimming of beam not allowed unless specified. JOBSIfE SAFETY Sound Structural Solutions Inc has not been retained or compensated to provide design and/or construction review services related to the contractor's safety precautions or to means, methods, techniques, sequences or procedures for the contractor to perform their work. The undertaking of periodic site visits by the ENGINEER shall not be construed as supervision of actual construction and not make him responsible for providing a safe place for the performance of work by the contractor, subcontractors, suppliers or their employees, or for access, visits, use work, travel, or occupancy by any person. OWNERSHIP OF DOCUMENTS These drawings and calculations are the intellectual property of Sound Structural Solutions Inc. These drawings may not be used in whole or in part by any person without permission of Sound Structural Solutions Inc. MISCELLANEOUS The contractor shall verify dimensions and conditions at job site. The contractor shall provide temporary bracing as required until all permanent connections and stiffenings have been installed. Do not scale drawings. Pre -fabricated items to be handled and installed per manufacturer's recommendations. WNG REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION W. W OfkaIL BUILDING OFFICIAL FAh nA 7n77 /_1»:Za1TI01slsL`VAIM APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE Basic Wind Speed (3 sec gust) mph 110 Surface Roughness B Wind Exposure Category B PLAN INSTRUCTIONS READ THIS FIRST These plans are organized so that more detailed or specific information is found in the same way by following the direction shown below: GENERAL STRUCTURAL NOTES SCHEDULES, DETAILS and PLANS will often refer to GENERAL STRUCTURAL NOTES for more specific information. SCHEDULES DETAILS and PLANS will often refer to GENERAL STRUCTURAL NOTES and SCHEDULES for more specific information. DETAILS PLANS will often refer to GENERAL STRUCTURAL NOTES, SCHEDULES and DETAILS for more specific information. PLANS See the SYMBOL LEGEND as well as ABREVIATIONS AND ACRONYMS for other additional information used on the PLANS. The term, TYPICAL (or TYP), used with a detail callout or plan note, indicates that the information specified shall apply in all similar conditions. IF YOU HA VEA NY QUESTIONS OR CONCERNS CONTA CT US IMMEDIA TEL Y.l We can be reached immediately by phone: (425) 778-1023 For less pressing questions, email us: inbox@ssseng.com Please help us get to your plans by having this job number handy: s2005012 ABBREVIATIONS AND ACRONYMS ABV ABOVE E.S. EACH SIDE O.C. ON CENTER A. B. ANCHOR BOLT E.W. EACH WAY P.T. PRESSURE TREATED BLW BELOW EA EACH REINF REINFORCEMENT BLK BLOCK E.N. EDGE NAILING REQD REQUIRED BLKG BLOCKING EMBED EMBEDMENT SCHED SCHEDULE B.N. BOUNDARY NAILING EXIST EXISTING SIM SIMILAR BTM BOTTOM FDN FOUNDATION STD STANDARD BRG BEARING FLR FLOOR STRUCT STRUCTURAL BTWN BETWEEN FRMG FRAMING SW SHEARWALL CLR CLEAR FTG FOOTING THRU THROUGH CLTR COLLECTOR G.T. GIRDER TRUSS TYP TYPICAL CONC CONCRETE GR GRADE U.N.O. UNLESS NOTED CONN CONNECTION HORIZ HORIZONTAL # OTHERWISE CONT CONTINUOUS MAX MAXIMUM VERT VERTICAL CTR CENTER MFG MANUFACTURED w/ WITH DBL DOUBLE MIN MINIMUM w/o WITHOUT DET DETAIL o/ OVER W.W.F. WELDED WIRE FABRIC E.E. EACH END oc ON CENTER DESIGN CRITERIA Governing Code 15 IBC Risk Category H Wind Design Data Earthquake Design Data Gravity Load Data Roofs: loads are psf Dead Live Snow Rafters' -Pitches < 8:12 15 0 25 Trusses (pitched) -Pitches < 8:12 Top Chord 10 0 25 Bottom Chord 5 0 0 Floors: loads are psf Dead Live Snow Joists 12 40 0 Notes apply as called out in table above. 1 Rafters of sawn lumber or wood I -joists. 5 Joists of sawn lumber or wood I -joists. Soil Data Allowable Soil Bearing 2000 psf Seismic Importance Factor, Ie PLAN INSTRUCTIONS READ THIS FIRST These plans are organized so that more detailed or specific information is found in the same way by following the direction shown below: GENERAL STRUCTURAL NOTES SCHEDULES, DETAILS and PLANS will often refer to GENERAL STRUCTURAL NOTES for more specific information. SCHEDULES DETAILS and PLANS will often refer to GENERAL STRUCTURAL NOTES and SCHEDULES for more specific information. DETAILS PLANS will often refer to GENERAL STRUCTURAL NOTES, SCHEDULES and DETAILS for more specific information. PLANS See the SYMBOL LEGEND as well as ABREVIATIONS AND ACRONYMS for other additional information used on the PLANS. The term, TYPICAL (or TYP), used with a detail callout or plan note, indicates that the information specified shall apply in all similar conditions. IF YOU HA VEA NY QUESTIONS OR CONCERNS CONTA CT US IMMEDIA TEL Y.l We can be reached immediately by phone: (425) 778-1023 For less pressing questions, email us: inbox@ssseng.com Please help us get to your plans by having this job number handy: s2005012 ABBREVIATIONS AND ACRONYMS ABV ABOVE E.S. EACH SIDE O.C. ON CENTER A. B. ANCHOR BOLT E.W. EACH WAY P.T. PRESSURE TREATED BLW BELOW EA EACH REINF REINFORCEMENT BLK BLOCK E.N. EDGE NAILING REQD REQUIRED BLKG BLOCKING EMBED EMBEDMENT SCHED SCHEDULE B.N. BOUNDARY NAILING EXIST EXISTING SIM SIMILAR BTM BOTTOM FDN FOUNDATION STD STANDARD BRG BEARING FLR FLOOR STRUCT STRUCTURAL BTWN BETWEEN FRMG FRAMING SW SHEARWALL CLR CLEAR FTG FOOTING THRU THROUGH CLTR COLLECTOR G.T. GIRDER TRUSS TYP TYPICAL CONC CONCRETE GR GRADE U.N.O. UNLESS NOTED CONN CONNECTION HORIZ HORIZONTAL # OTHERWISE CONT CONTINUOUS MAX MAXIMUM VERT VERTICAL CTR CENTER MFG MANUFACTURED w/ WITH DBL DOUBLE MIN MINIMUM w/o WITHOUT DET DETAIL o/ OVER W.W.F. WELDED WIRE FABRIC E.E. EACH END oc ON CENTER DESIGN CRITERIA Governing Code 15 IBC Risk Category H Wind Design Data Earthquake Design Data Gravity Load Data Roofs: loads are psf Dead Live Snow Rafters' -Pitches < 8:12 15 0 25 Trusses (pitched) -Pitches < 8:12 Top Chord 10 0 25 Bottom Chord 5 0 0 Floors: loads are psf Dead Live Snow Joists 12 40 0 Notes apply as called out in table above. 1 Rafters of sawn lumber or wood I -joists. 5 Joists of sawn lumber or wood I -joists. Soil Data Allowable Soil Bearing 2000 psf Seismic Importance Factor, Ie 1.00 ! . The following documentation shall be available on ' site for the building inspector: ! x❑ COE APPROVED ARCHITECTURAL PLAN SET ' x❑ COE APPROVED STRUCTURAL PLAN SET ; COE REVIEWED CALCULATION PACKET � ! []ENERGY CREDIT WORKSHEET SITE PLAN ■ 1 ; CIVIL PLAN CITY OF EDMONDS BUILDING DEPARTMENT 2021 � ■ 1 � ❑ 1 ■ ; Seismic Force Resisting System Table 12.2-1: A-15 2010 Equiv. Lateral Force Procedure Response Modification Factor, R 6.5 Transverse 6.5 Longitudinal SSS Number: s2005012 Project Name: 22814 Edmonds Way00 Owner: Kisan Enterprise LLC Project Location: 22814 Edmonds Way Edmonds, WA 98020 Design Professional: Michel Design 0 N This space reserved for governing jurisdiction stampsLn REVISION Jan 18 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0111 ORIGIN DATE: 6/15/2020 REVISED: 1/12/2022 N_ O 0 a N N �I C Q C/) u-) I 0 0 N Internal Pressure Coefficient 0.18 Topographic Factor, Kt 1.00 Wind Importance Factor, I 1.00 COMPRESSION BLOCK ROOF DIAPHRAGM #LS50 @ SHEARWALLS PER SCHED PER STRUCT NOTES STRAP COLLECTOR EDGE NAILS F��SS�� #LSTA24 w/��I1��Il�� 1 �� MIN (9) -10d x 1 %" COLLECTOR #LSTA24 w/ MIN (9) -10d FASTENERS PER MEMBER �E DIAPHRAGM FASTENERS PER MEMBER DIAPHRAGM U.N.O. WALL SOLID #H2.5A MIN #H1 @ #H2.5A @ U.N.O. BLKG @ALL ROOF SHEARWALLS ALL ROOF WALL MEMBERS MEMBERS VIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIAIIIIIA U.N.O. @ SHEARWALLS COLLECTOR COLLECTOR COLLECTOR COLLECTOR/RIM BEAM SPLICE OPTIONAL STRAP SHEARWALL w/ TRUSS OR RAFTER BEARING a b- LOCATION CS COLLECTOR SPLICE CS2 COLLECTOR SPLICE SWR SHEARWALL ROOF CONNECTIONS N.T.S. CSAB N.T.S. CSAC N.T.S. SWRA A-12 SSS Number: NAILING PER SHEARWALL s2005012 BASE NAILING HOLDOWN LOCATED ON DIAPHRAGM PER NAILS PER Project Name: ADJACENT WALL STRUCT NOTES SW SCHED WALL BASE WALL BASE EDGE NAILS PLATE CONN 22814 Edmonds Way SHEARWALL EDGE NAILING FLAT BLOCK FLR RIM/BLKG PLATE CONN (SW ABOVE) (SW ABOVE) (OR ROOF GABLE) SOLID BLKG OR DIAPHRAGM PER COLLECTOR STRUCT NOTES Owner: 71 SHEARWALL MIN (5) 2x � RIM/BLKG Kisan Enterprise LLC x EDGE NAILS 0R 8 PROVIDE #A35 PER EDGE NAIL PROVIDE SW SCHED (SW BELOW) HIC HOEDOWN INSIDE CORNER BLKG @ 48"oc BLKG @48" oc DTc w/JOIST-WALL DOUBLE -SIDED SHEARWALLS w/ JOIST -WALL Project Location: HICB SHEARWALL INTERIOR SHEARWALLS, & N.T.S. PARALLEL PARALLEL 22814 Edmonds Way EXTERIOR SHEARWALLS EXT SHEARWALLS @ CANTILEVERS SHEARWALL TO FLOOR TO SHEARWALL Edmonds, WA 98020 FRMG COLLECTOR SWF SHEARWALL FLOOR CONNECTIONS Design Professional: TRUSS COLLECTOR 0 THREADED ROD STRAP STRAP N.T.S. Michel Design SHEARWALL SWFA COLLECTOR, TYP 5/8" O x 8" LAGS @ 6 oc WALL BASE WALL WALL PLATE CONN BEAM DOUBLE STRAP CONDITION ANCH PER PER SW SCHED STRUCT NOTES DIAPHRAGM R SB STRAP TO BEAM CTS COLLECTOR TO SHEARWALL SW SCHED RIM/BLKG ANCH PER �, N O v� #DTT2Z CTSBA 2x SILL U.N.O. SW SCHEDO ,--� t1.ELOW �_i �_i PER SW SCHED EDGE NAILS 0 H 2x SILL U.N.O. FDN FDN PER SW SCHED J p w Ln CTP2 COLLECTOR TO TOP PLATE J W N.T.S. CTPB DBL 2x STUD SHEARWALLS TO FOUNDATION SHEARWALLS TO FLOOR TO FOUNDATION z E EDGE NAILING SW SHEATHING SWBJ SHEARWALL BASE PLATE & FOUNDATION CONNECTIONS ~ o V H 0) ZI C: N.T.S. SWBA Q) BOUNDARY NAILS HOLDOWN cn V) EMBEDDED im z COLLECTOR GIRDER WALL STRAP Q COLLECTOR TRUSS 20 BLOCKS HIP GIRDER TRUSS TRUSS #CS16 STRAP w/ V7 w TRUSS (13) 0.148" x 2 %" NAILS STRAP SHO MIN. TO EACH MEMBER SHEATHING PER AR UND COR ER (8)16d EVENLY SPACED, 16d @ 16" oc SCHED TYP U.N.O. TYP FACE NAILS BEAM U HOEDOWN SCHED 0.148" x 3 %" NAILS STUDS PER #CS16 w/, DISCONTINUOUS SW SHEATHING DBL TOP PLATE @ 3 oc TYP (13) 8d NAILS EA END 3 -0 EDGE NAILING I POST Ln MATCH TO m ¢ SHEATHING PER 2x STUD ROOF SHEATHING ¢ SCHED MIN 2x #CS16 STRAP w/ O (13) 0.148" x 2 %" NAILS MIN. TO EACH MEMBER WALL FRMG O 4'-0" MIN SECTION A -A SECTION B-B SPLICE HOEDOWN 2x STUD ANCHOR TOP PLATE SPLICE DISCONTINUOUS DBL TOP PLATE CSB2 COLLECTOR SPLICE TO BLOCKING PLAN VIEW SCHETHING PER , N,T.s. -- __J DSWJ DBL SIDED SW AT ADJOINING WALLS HOC HOLDOWN AT CORNER TPS DOUBLE TOP PLATE SPLICE N.T.S. DSWA N.T.S. HOCA N.T.S. TPSA 2A BOUNDARY NAIL ALONG BOUNDARY NAIL ALONG -r LENGTH OF COLLECTOR LENGTH OF COLLECTOR *' 10NA L� 'JL C' EXTENT OF EXTENT OF COLLECTOR SHEARWALL CRIPPLE STUD SHEARWALL DOUBLE TOP PLATE TPS SWF SWR DIAPHRAGM PER MSTC 5 STRAP 4/6 This space reserved for STRUCT NOTES X 7%6" HTT5KT governing jurisdiction stamps M INTERMEDIATE FRAMING ABUTTING PANEL EDGES I o 2Y" REVISION ------ 7 6x6 HDU14 HEADER HEADER Jan 18 2022 DTC DIAPHRAGM TO COLLECTOR STRAP MAY BE CITY OFEDMONDS LOCATED DEVELOPMENT SERVICES N.T.S. DTCA ON INSIDE DEPARTMENT MSTC STRAP -(A) HDU14- A HTT5KT- A WINDOW OPENING DOOR BLD2021-0111 PARTY WALL MST ENI TOP PLATE 3 (3)2x STUDS U.N.O. 6Y8" 4Y� STRAP WALL STUD OR POST — KING STUD (4x MIN) 2 0 �� 1 4 T o � TRIMMER STUD ADJACENT TO 2x4 CONTINUOUS t _ PARTY WALLS TOP PLATE; NO 6x6 HDU8 4x MIN ORIGIN DATE: 6/15/2020 PARTY WALL GAP BREAK AT GAP STHD14 HDU11 4x6 U.N.O. A.A EXTERIOR TOP PLATE END STUD coNsrRucT REVISED: 1/12/2022 IS CONTINUOUS EXTERIOR WALL PARTY WALLS TO ACROSS GAP FIRE BLOCKING 4" x 4" IS THE MAXIMUM PENETRATION CRIPPLE STUD BASE PLATE SWB SWF o EXTERIOR WALL STH D 14- A H DU 11- A HDU8- A MST STRAP -(A) OR HOLE THAT CAN BE ADDED TO A SHEARWALL a PLAN VIEW ELEVATION VIEW - SECTION A -A EPI EXTERIOR WALL & PARTY WALL INTERSECTION HDN HOLDOWNS SWE SHEARWALL ELEVATION Ln N.T.S. N.T.S. HDNA N.T.S. DRDDD of 0 N DIAPHRAGM NAILING (TYP) x 6 #SDS SCREW @ 16" oc DOUBLE TOP PLATE TO 4x BLKG AT SHEARWALL TRUSS #A35 @ 48" oc 1" OSB BLOCK IN PARTY WALL GAP ROOF DIAPHRAGM TRUSS #A35 PER SW SCHEDULE NAIL SHEATHING TO 4x4 BLKG w/ 0.148 x 3" NAILS @ 6" oc SHEARWALL SHEATHING PWR I PARTY WALL SHEARWALL @ ROOF NTS WALL BASE PLATE NAILS 1" GAP WALL BASE PLATE NAILS DIAPHRAGM NAILING SHEARWALL ABOVE DIAPHRAGM NAILING DIAPHRAGM 3/4 x 6 #SDS SCREW @ 16" oc % x 6 #SDS SCREW @ 16" oc RIM JOIST TO DOUBLE TOP RIM JOIST TO DOUBLE TOP PLATE AT SHEARWALL PLATE AT SHEARWALL JOIST JOIST #A35 PER SW JOIST SCHEDULE 2- 2x RIM/SOLID BLOCK 2- 2x RIM/SOLID BLOCK �IjII SHEARWALL SHEATHING STEP LESS THAN 12" PARTY WALL SHEARWALL 1" GAP SHEARWALL ABOVE DIAPHRAGM JOIST #A35 PER SW SCHEDULE I �Ij�ll SHEARWALL SHEATHING 12" DIAPHRAGM STEP FLUSH RIM HEADER, SEE SYMBOL LEGEND LSL RIM IS NOT INCLUDED IN THE FLUSH RIM HEADER BEAR OVER STUDS PER INTERSECTING JOISTS SHALL BEAR IN HANGERS OVER OPENINGS RIM OVER OPENING l FLUSH RIM HEADER, TYP N.T.S. ""I & #CS16 6)10d TOWN Q STUDS ►o: REQUIRED STUDS BEAM 2x4 WALL 2x6 WALL 4x & 2-2x (SAWN) 33/8x (GLB) (2) 2x4 (2) 2x6 3%x(MANF) 6x & 3-2x (SAWN) 5%x (GLB) (3) 2x4 (3) 2x6 5%x (MANF) 8x (SAWN) 6%x (GLB) (4) 2x4 (4) 2x6 7x (MANF) GIRDER TRUSS (3) 2x4 (3) 2x6 REQUIRED TRIMMERS HEADER 2x4 WALL 2x6 WALL 4x & 2-2x (SAWN) 3%x (GLB) 2x4 2x6 3%x(MANF) 6x & 3-2x (SAWN) 5%x (GLB) ---- (2) 2x6 5%x (MANF) REQD TRIMMERS NOTE: BEAR BEAMS ON THE FULL WIDTH AND BREADTH OF THE MINIMUM SUPPORTS PER TABLES ABOVE UNLESS NOTED OTHERWISE ON THE PLANS 1 BEAM & HEADER SUPPORTS 12" MIN 48" MIN 11 #CS16 TO BEAM & BLOCKING BEAM OR TOP CHORD OF TRUSS 2X FLAT BLKG GIRDER TRUSS TOP CHORDS CSBJ COLLECTOR SPLICE TO BLOCKING N.T.S. FOR PSL & LSL, HOLES MUST BE ROUND AND ARE LIMITED TO 2" DIA. UNLESS APPROVED BY THE ENGINEER DO NOT MAKE PENETRATIONS OR NOTCHES MINIMUM SPACING IN THE SHADED AREA OF THE BEAM WITHOUT SHALL BE 2x THE PENETRATIONS IN THIS AREA DO NOT PRIOR APPROVAL OF THE ENGINEER DIAMETER OF THE REQUIRE APPROVAL FROM THE ENGINEER LARGER HOLE DEPTH DEPTH % DEPTH[:I E O DEPTH SPAN % SPAN — SPAN BEAM PENETRATIONS, TYPICAL DETAIL SPAN NTS � N.T.S. � N.T.S. BPAA EACTEW DnArE TA A..A DI Vr ...1 /L\ n 1A0 .. 711 LIATI C GIRDER TRUSS GIRDER TRUSS BRACE M AnUn"r"" EnrE "I"TI Tnlr W11I1IVIV 1 RVJJ — +LVJ HMNULRJ J%LLU FVR PER MANUFACTURER BOTTOM CHORD OF TRUSS RAFTER TO TRUSS N.T.S. � N.T.S. BEAM PER PLAN FLOOR DIAPHRAGM 4x12 BTM FLUSH @ LANDING — #HUC HANGER 4x STUD MIN SECTION A -A BHB I BEAM HUNG FROM BEAM WING BOTTOM PLATE FLOOR SHEATHING #PSPN58 PLUMBING FLOOR #PSPN516 DBL TOP PLATE #PSPN516 w/ 8-16d NAILS I TOP PLATE, E — PLUMBING #PSPN58 w/ 1-8d NAIL INTO BASE PLATE, E.S. NOTCH AS REQUIRED WALL STUD, TYP WALL STUD, TYP TOP PLATE NOTCH BOTTOM PLATE NOTCH PLAN VIEW PLAN VIEW PENETRATION OF FRAMING - EXTERIOR WALL N.T.S. FLOOR DIAPHRAGM FRMG STEPS BEAM PER PLAN 4x4 CAN' CRIPPLE STUD 4x12 BTM FLUSH #CS14 COILED STRAP w/ #CS14 COILED STRAP w/ (30) 0.148 x 2 % NAILS (30) 0.148 x 2 % NAILS LANDING FRMG 4x4 CRIPPLE STUD LANDING 12" MIN no #CS14 COILED STRAP w/ (24) 0.148 x 2 % NAILS #MSTC48B3 BENT STRAP w/ (56) 0.148 x 3 NAILS FRAMING HUNG FROM FRAMING ABOVE N.T.S. N.T.S. FHFA SSS Number: s2005012 Project Name: 22814 Edmonds Way Owner: Kisan Enterprise LLC Project Location: 22814 Edmonds Way Edmonds, WA 98020 Design Professional: Michel Design M Q � O H 0 C w Ln [.� f V W z E o ~ U V_ H CC 0) V) Q Z � q w to tel E O U p1 C N U) Ln V) O C �J 4 f NA L This space reserved for governing jurisdiction stamps REVISION Jan 18 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0111 ORIGIN DATE: 6/15/2020 REVISED: 1/12/2022 S3 STD 900 HOOK INTO INTERSECTING GR BEAM • • GR BEAM REINF MATCH HORIZ REINF 1-6 CORNER BAR @ ALL OUTER REINF SAE aI I ^ REINF STD 900 HOOK INT MATCH HORIZ INTERSECTING GR BEAM REINF ALTERNATE EA BAR 1-6" CORNER BAR @ ALL OUTER REINF REINFORCEMENT AT INTERSECTIONS N.T.S. RIAA FOOTING SCHEDULE CENTER UNDER CONCENTRATED LOAD U.N.O. FOOTING SIZE REINFORCEMENT ID WIDTH LENGTH THICKNESS LONGITUDE TRANSVERSE (Transverse) (Longitude) F2 2'-0" 2'-0" 10" (3) #4's (3) #4's LONGITUDE REINF TRANSVERSE REINF POST TO FTG FTG @ WALL THICKNESS LENGTH WIDTH (LONGITUDE) FTG @ WALL CORNER (TRANSVERSE) PLYNTH ON FTG :TG FOOTING, TYPICAL N.T.S. FTGA HOLDOWN HOLDOWN ANCHOR e ANCHOR e EMBEDDED STRAP e I // FOUNDATION WALL EMBEDDED STRAP MINIMUM STEM HEIGHT I I\ REQUIRED TO ACCOMMODATE ANCHORAGE PER HOLDOWN SCHEDULE FOOTING I DEEPEN FOUNDATION AS REQD TO ACCOMODATE FOR HOLDOWN L — — — EMBEDMENTS INTO WALL FMHD MINIMUM HOLDOWN EMBEDMENT N.T.S. 1Z" CLC, TYP g a MHE HOLDOWN POST 32 �-- lI' An DER PLAN 8" REINFORCED FOUNDATION ANCHOR 3/4" = V-0" — W AB� 6" MIN & 18" MAX ,v. HORIZ VERT 2 CLR @ VERT & DOWEL DOWEL w/ STD HOOK FWC I CANTILEVERED FOUNDATION WALL N.T.S. SLAB F 121—(2)#4 CONT 0 3" CLR e 16" BRIG SOIL TSFJ THICKENED SLAB FOOTING N.T.S. TSFA P.T. SILL PLATE (2)#4 CONT & A.B. @ TOP OF WALL CONC STEM WALL 8" U.N.O. CTRD ON FTG, U.N.O. #4@16oc VERT FINISH GRADE 4'-6" MAX #4 @ 16"oc 2'-0" 30" MIN #4 CONT DOWELS w/ MAX14" @ 10" oc HORIZ EXTENSION BETWEEN CONIC SLAB INTO WALL & STD GRADES 18" ON GRADE HOOK IN FTG MIN (2)#4 CONT @ BTM OF WALL CONIC FT•`►-6.. 16" x 8" w/ 3" CLR (3) #4 CONT, I I BRIG SOIL �I I III I U.N.O. NOTES: -CENTER VERTS AND DOWELS IN STEM WALL -DEEPEN FOUNDATION AS REQD TO ACCOMODATE FOR HOLDOWN EMBEDMENTS -DEEPEN EXCAVATION TO PROVIDE MINIMUM FOOTING DEPTH FWX I FOUNDATION WALL - STEM UITEM WALL SHALL N.T.S. FWX 3E 2'-0" DEEP MIN :2) #4 HORIZ CONT P.T. SILL PLATE TOP OF WALL #4 CONT w/inIfFINISH & A.B. TOP 12 OF WALL CONIC STEM WALL 1Z X" x 3" x 3" 8 U.N.O.CTRD ON FTG, U.N.O. 436 BRIG PLATE n1 DBL NUT GRADE n (4) #4 x I I 4'-6" MAX #4 @ 48"oc VERT #4 @ 48"oc 2'-0" 4„ 16" MIN DOWELS w/ MAX #4 AT BTM 14" EXTENSION BETWEEN CONIC SLAB INTO WALL & STD GRADES 18" ON GRADE HOOK IN FTG j MIN RFAC SCHEDULE ACI 318-14 FWC-BA ( 45 2000 350 0.45 8H) (BSFO S40 SLO.35-0.5 AFO) DIMENSIONS H E S D K A B C W (FT -IN) (FT -IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) 8-0 7-8 4 10 0 50 8 8 66 6-0 5-8 4 10 0 32 8 8 48 4-0 3-8 4 10 0 20 8 8 36 REINFORCEMENT *1 DOWE VERT H LAP HORIZ LONG TOE HEEL KEY (FT -IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) 8-0 #5@7 24 #5@14 #4@12 #4@8 #5@7 NR NR 6-0 #4 @ 8 20 #4 @ 12 #4 @ 12 #4 @ 8 #4 @ 8 NR NR 4-0 #4 @ 10 20 #4 @ 10 #4 @ 12 #4 @ 8 NR NR NR * NOTE: 1 Clear cover requirements u.n.o. - 3" to soil, 2" to forms in all other locations 2 DOWEL and VERT may be the same piece provided the size and spacing of the DOWEL is used. 3 Extend the DOWEL to within 2" of the TOE edge FWCB CONC FTG' g� 16" x 8 " w/�/ 3" CLR (2) #4 CONT, BRG SOIL— I I=1 I I U.N.O. —I NOTES: -CENTER -CENTER VERTS AND DOWELS IN STEM WALL -DEEPEN FOUNDATION AS REQD TO ACCOMODATE FOR HOLDOWN EMBEDMENTS FWS FOUNDATION WALL - STEM N.T.S. FWSC 8" U.N.O. #4 CONT w/in TOP 12" OF WALL 16" MIN DEEPEN AS REQUIRED FOR HOLDOWN ANCHORS P.T. SILL PLATE & A.B. CONIC SLAB ON GRADE CONIC STEM WALL CTRD ON FTG, U.N.O. #4 @ 48"oc DOWELS w/ 14" EXTENSION INTO WALL & STD HOOK IN FTG CONC FTG I 30" x 10" w/ (3) #4 CONT, 3" CLR U.N.O.. III NOTES: -CENTER VERTS AND DOWELS IN STEM WALL -DEEPEN FOUNDATION AS REQD TO ACCOMODATE FOR HOLDOWN EMBEDMENTS FWSP FOUNDATION WALL - STEM (@ PARTYWALL) N.T.S. FWSI SSS Number: s2005012 Project Name: 22814 Edmonds Way Owner: Kisan Enterprise LLC Project Location: 22814 Edmonds Way Edmonds, WA 98020 Design Professional: Michel Design M Lon f V Q � O H00 J C w L^ J w Z E O ~ U V_ H CIC can Ln p z w V7 O U 0" C N O + 2 ] 15tf 10 NA L This space reserved for governing jurisdiction stamps REVISION Jan 18 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0111 ORIGIN DATE: 6/15/2020 REVISED: 1/12/2022 S4 LENGTH DIAMETER LENGTH 1 � 36 HS HS ON HIGH STRENGTH MODELS HEAVY HEX NUT FIXED IN PLACE ON ALL WSW -AB ANCHOR BOLTS EAVY HEX NUT PLATE WASHER HEAVY HEX NUT WSWH MODEL NO. DIAMETER LENGTH le PANEL MODEL WSWH18 WSWH-AB1x30 1" 30" 21%" FROM SIMPSON "https://embed.widencdn.net/pdf/plus/ssttoolbox/zi9rub5hpl/WSW1.pdf" SWAB STRONG WALL ANCHOR BOLT N.T.S. STRONG WALL DESIGN NOTES 1. STRONG -WALL®/ HIGH STRENGTH WOOD SHEARWALL IS MANUFACTURED AND TRADEMARKED BY "SIMPSON STRONG -TIE COMPANY INC." HOME OFFICE: 5956 W. LAS POSITAS BLVD., PLEASANTON, CA 94588 TEL: (800) 999-5099, FAX: (925) 847-1597. "SIMPSON STRONG -TIE COMPANY INC." IS AN ISO 9001-2008 REGISTERED COMPANY. 2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT. 3. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF THE STRUCTURE. DESIGN OF THE BUILDING'S LATERAL FORCE RESISTING SYSTEM, INCLUDING THE LOAD PATH TO TRANSFER LATERAL FORCES FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE DESIGNER. 4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ELEVATIONS, ETC. PRIOR TO INSTALLATION OF ANY COMPONENTS FOR THE STRONG -WALL SB SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER FOR CLARIFICATION PRIOR TO CONSTRUCTION. 6. INSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANCE TO THESE DRAWINGS. THE PERFORMANCE OF MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE DESIGNER. 7, SIMPSON STRONG -TIE COMPANY INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, AND MODELS WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES. 8. ALL HARDWARE CALLED OUT IS SIMPSON STRONG -TIE. 9. SEE ICC-ES ESR-2652 OR CITY OF LOS ANGELES RR25730 AS APPLICABLE FOR ADDITIONAL INFORMATION. EDGE DRILL ZONE MIDDLE % OF PANEL THICKNESS HOLES • MAX. THREE HOLES IN FACE AND THREE IN EDGE. • %"-DIAMETER HOLES, MAX. • 6" O.C., MIN. 8" MIN STEM WALL PER DETAIL FWX INSET STRONGWALL TEMPLATE 2" 2" MIN COVER 2'4' MIN 3" COVER • I • NO EDGE HOLES ALLOWED IN LOWER 26" OF PANEL NO HOLES ALLOWED IN TOP 8" OF PANEL MAINTAIN 1%" MIN. EDGE DISTANCI FROM CHASE AND OUTSIDE EDGE, TYPICAL. NO FACE HOLES ALLOWED IN LOWER 46" OF PANEL HOLES • 4%"-DIA. HOLES, MAX. • MAX, OF TWO 45/8"-DIA. HOLES OR ONE 43/4"x12" HOLE. • NO MINIMUM ON -CENTER SPACING REQUIRED. NO HOLES ALLOWED IN TOP 8" OF PANEL FACE DRILL ZONE CENTER 4 8" OF PANEL FACE AS SHOWN 12" ABOVE EXISTING HOLE, MIN. 22" 2411 HOLES FOR WSWH24X7 PANEL ONLY • MAX. OF ONE 4%"x6" HOLE • 8" FROM TOP OF PANEL, MIN. ALLOWABLE SMALL HOLES ALLOWABLE LARGE HOLES FACE AND EDGE DRILL ZONES IN ADDITION TO ALLOWABLE SMALL NOTES: HOLES 1. FOR HEIGHTS NOT LISTED, ORDER THE NEXT TALLEST PANEL AND TRIM TO FIT. MINIMUM TRIMMED HEIGHT FOR ALL PANELS IS 741/2". 2. ALL PANELS COME WITH TWO PRE -ATTACHED HOLDOWNS, TWO STANDARD HEX NUTS, TWO STRUCTURAL WASHERS, TWO #WSW -TOW PLATES AND INSTALLATION INSTRUCTIONS. 3. ALL PANELS ARE 31/2" THICK. (2) #4 HOOKS @ 6" APART CENTERED AT EACH STRONGWALL ANCHOR LOCATION (TOTAL OF 4 PER STRONGWALL) 2" MIN COVER EA SIDE OF ANCHOR REINFORCEMENT 3 I.D. I 10" MIN FTG THICKNESS 6" MIN EXTENSION (TYP) 24" FTG WIDTH U.N.O. SWARI STRONG WALL ANCHOR REINFORCEMENT N.T.S. TRIM ZONE AND ALLOWABLE HOLES N.T.S. DO NOT INSTALL #WSWH w/o TEMPLATE RONGWALL 'LATE 2" nCCTr-M MnTC WSWH DESIGNED TO PROVIDE %" GAP BETWEEN LSL AT BASE OF WSW AND CONCRETE. ENSURE CONCRETE IS LEVEL AND SMOOTH BENEATH PANEL. GRIND OR FILL AS NECESSARY. THE STRONGWALL PANEL MUST BE INSET 2" FROM THE OUTSIDE FACE OF THE CONCRETE STEM. #WSWH-TP18 FASTENER QUANTITY: SWS16150: 26 SWS25600: 4 ATTACH #WSWH-TP PLATE (PROVIDED) ON ONE SIDE ONLY WITH A COMBINATION OF #SDS %" x 6" AND #SWS16150 CONNECTOR SCREWS. LSL COLLECTOR DOUBLE TOP PLATE %" MAX WOOD SHIM OPTIONAL 1" 1 COUNTERBORE ALIGN #WSWH-TP NOTCHES WITH BOTTOM OF TOP PLATE #SWS16150 INSTALL WSWF ON EXTERIOR F #SDS 1" DIAMETER BY%" DEEP COUNTERBORE SWT I STRONG WALL TOP CONNECTION N.T.S. #WSWH STRONG WALL INSTALLED ON ANCHOR BOLTS PER MANUFACTURER'S RECOMENDATIONS HEX NUT AND STRUCTURAL WASHER i%"COVER V-4" MIN OVERLAP OFANCHOR REINFORCING 10"x 24" MIN FOOTING PER DETAIL SWAR INSTALL #SDS %" x 6" SCREWS @ AN Amri THAT PREVENTS THEM FROM EXITING IDE OF FRAMING; APPROX 300, TYP LSL COLLECTOR ;WH PER PLAN SECTION PLACE WSW12x8 OVER THE ANCHOR BOLTS AND SECURE WITH WASHER AND HEX NUTS (PROVIDED). SNUG TIGHT FIT REQUIRED; DO NOT USE AN IMPACT WRENCH. USE 1%" WRENCH FOR 1" NUT (2) PAIRS OF #3 HAIRPINS @ 4%" oc PER HAIRPIN PLAN 3" MIN EDGE DISTANCE TO END OF CONCRETE STEM WALL EACH #WSWH ANCHOR INSTALLED BETWEEN A PAIR OF ANCHOR REINFORCEMENT HOOKS 8" MIN STEMWALL PER DETAIL FWX SWFC STRONG WALL FOUNDATION CONNECTION N.T.S. MINIMUM EXTENSION OF ANCHOR SPACING + 2" FIELD TIE AND SECURE HAIRPINS DURRING CONCRETE PLACEMENT HAIRPIN PLAN SSS Number: s2005012 Project Name: 22814 Edmonds Way Owner: Kisan Enterprise LLC Project Location: 22814 Edmonds Way Edmonds, WA 98020 Design Professional: Michel Design M Q � O H 0 J p w Ln J w z E O U CC 0) V) p z w toel 3: O U 0) C N U) V) O 19 g 0 21 4< 7 NA This space reserved for governing jurisdiction stamps REVISION Jan 18 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0111 ORIGIN DATE: 6/15/2020 REVISED: 1/12/2022 S5 De DO FOUNDATION PLAN 1/4° = V-0° DO NOT SCALE - VERIFY ALL DIMENSIONS WITH ARCHITECTURAL SHEETS PRIOR TO CONSTRUCTION SYMBOL LEGEND SLEXP #HOLDOWN MODEL HOLDOWN Represents holdowns which are located at the bottom of the wall where it is called out. Connections are wall-to-wall or wall -to fdn u.n.o. Connections per the HOLDOWN SCHEDULE. CONCRETE WALL AND CONTINUOUS FOOTING See CONCRETE and REINFORCING BAR specifications per DETAIL FWS. F_ -1 F2 SPREAD FOOTING See CONCRETE and REINFORCING BAR specifications per DETAIL FTG. L_ — J CONCRETE WALL AND CONTINUOUS FOOTING See CONCRETE and REINFORCING BAR specifications per DETAIL FWX. SSS Number: s2005012 Project Name: 22814 Edmonds Way Owner: Kisan Enterprise LLC Project Location: 22814 Edmonds Way Edmonds, WA 98020 Design Professional: Michel Design M Q � O H o p w Ln c.n (V w z E O ~ U V_ H CC 0) V) p z w V7 E O U pl C N u7 �u7 X O C 0 g J 1 4< 7 10NA L This space reserved for governing jurisdiction stamps REVISION Jan 18 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0111 ORIGIN DATE: 6/15/2020 REVISED: 1/12/2022 S611 SYMBOL LEGEND SLEXP #HOLDOWN MODEL HOLDOWN Represents holdowns which are located at the bottom of the wall where it is called out. Connections are wall-to-wall or wall -to fdn u.n.o. Connections per the HOLDOWN SCHEDULE. CONCRETE WALL AND CONTINUOUS FOOTING See CONCRETE and REINFORCING BAR specifications per DETAIL FWS. F_ -1 F2 SPREAD FOOTING See CONCRETE and REINFORCING BAR specifications per DETAIL FTG. L_ — J — — — CONCRETE WALL AND CONTINUOUS FOOTING See CONCRETE and REINFORCING BAR specifications per DETAIL FWX. FOUNDATION PLAN 1/4° = V-0° DO NOT SCALE - VERIFY ALL DIMENSIONS WITH ARCHITECTURAL SHEETS PRIOR TO CONSTRUCTION SSS Number: s2005012 Project Name: 22814 Edmonds Way Owner: Kisan Enterprise LLC Project Location: 22814 Edmonds Way Edmonds, WA 98020 Design Professional: Michel Design M Q � O H o p w Ln c.n (V w z E O ~ U V_ H CC 0) V) p z w V7 E O U pl C N u7 �u7 X O C 0 g J 1 4< 7 10NA L This space reserved for governing jurisdiction stamps REVISION Jan 18 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0111 ORIGIN DATE: 6/15/2020 REVISED: 1/12/2022 S6,2 F> 1st FLOOR SHEARWALLS & FRAMING ABOVE 1/4" = V-0" DO NOT SCALE - REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS SYMBOL LEGEND SLEXP ------------------- DIAPHRAGM BOUNDARY Represents boundaries of the FLOOR DIAPHRAGM and ROOF DIAPHRAGM. DIAPHRAGM PROJECTION Represents elements such as roof eaves, facades, and the like. SHEARWALL Represents walls which are shearwalls and shows the extents of that wall. Connections per the SHEARWALL SCHEDULE. #HOLDOWN MODEL HOLDOWN Represents holdowns which are located at the bottom of the wall where it is called out. Connections are wall-to-wall or wall -to fdn u.n.o. Connections per the HOLDOWN SCHEDULE. 19 POST Indicates the location of a post within walls below framing. Sizes are indicated on the plan. Grades are indicated in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. Consult detail BHS for posts not indicated on the plans. INTERIOR BEARING WALL Indicates interior walls which support repetitive members. Construct per WALL FRAMING & BEARING in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. BEAM or HEADER Represents the location of a beam or header. Sizes are indicated on the plan. Grades are indicated in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. Headers (HDR) shall be 2-2x6 at dropped condition u.n.o. Flush headers (FRH) shall be 2-2x12 at joists u.n.o. Reference detail FRH for installation of the flush rim header. _JAL - u HANGER Indicates hanger, standard or concealed flange. Provide fasteners in all holes. Reference the GENERAL STRUCTURAL NOTES for the minimum size hanger. If a different model no. is required, it will be noted on the plan. JOIST, TRUSS, OR RAFTER Repetitive member symbol points in the direction of the span. The type, size and max spacing between members will be indicated in bold type with a symbol which is representative of the layout of the entire level. SSS Number: s2005012 Project Name: 22814 Edmonds Way Owner: Kisan Enterprise LLC Project Location: 22814 Edmonds Way Edmonds, WA 98020 Design Professional: Michel Design M Q � O H o p w Ln c.n (V w Z E O ~ U V_ H CC 0) Ul) V) p Z w V7 E O U 0" C N �u7 X O C + ] 47 Is This space reserved for governing jurisdiction stamps REVISION Jan 18 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0111 ORIGIN DATE: 6/15/2020 REVISED: 1/12/2022 S711 1st FLOOR SHEARWALLS & FRAMING ABOVE 1/4" = V-0" DO NOT SCALE - REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS SYMBOL LEGEND SLEXP ------------------- DIAPHRAGM BOUNDARY Represents boundaries of the FLOOR DIAPHRAGM and ROOF DIAPHRAGM. DIAPHRAGM PROJECTION Represents elements such as roof eaves, facades, and the like. SHEARWALL Represents walls which are shearwalls and shows the extents of that wall. Connections per the SHEARWALL SCHEDULE. #HOLDOWN MODEL HOLDOWN Represents holdowns which are located at the bottom of the wall where it is called out. Connections are wall-to-wall or wall -to fdn u.n.o. Connections per the HOLDOWN SCHEDULE. 19 POST Indicates the location of a post within walls below framing. Sizes are indicated on the plan. Grades are indicated in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. Consult detail BHS for posts not indicated on the plans. INTERIOR BEARING WALL Indicates interior walls which support repetitive members. Construct per WALL FRAMING & BEARING in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. BEAM or HEADER Represents the location of a beam or header. Sizes are indicated on the plan. Grades are indicated in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. Headers (HDR) shall be 2-2x6 at dropped condition u.n.o. Flush headers (FRH) shall be 2-2x12 at joists u.n.o. Reference detail FRH for installation of the flush rim header. _JAL - u HANGER Indicates hanger, standard or concealed flange. Provide fasteners in all holes. Reference the GENERAL STRUCTURAL NOTES for the minimum size hanger. If a different model no. is required, it will be noted on the plan. JOIST, TRUSS, OR RAFTER Repetitive member symbol points in the direction of the span. The type, size and max spacing between members will be indicated in bold type with a symbol which is representative of the layout of the entire level. A NA Mq SSS Number: s2005012 Project Name: 22814 Edmonds Way Owner: Kisan Enterprise LLC Project Location: 22814 Edmonds Way Edmonds, WA 98020 Design Professional: Michel Design M Q � O H o p w Ln c.n (V w Z E O ~ U V_ H CC 0) Ul) V) p Z w V7 E O U 0" C N �u7 X O C -ca 4�7 Is 10NA This space reserved for governing jurisdiction stamps REVISION Jan 18 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0111 ORIGIN DATE: 6/15/2020 REVISED: 1/12/2022 S712 2nd FLOOR SHEARWALLS & FRAMING ABOVE 1/4" = V-0" DO NOT SCALE - REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS SYMBOL LEGEND SLEXP ------------------- DIAPHRAGM BOUNDARY Represents boundaries of the FLOOR DIAPHRAGM and ROOF DIAPHRAGM. DIAPHRAGM PROJECTION Represents elements such as roof eaves, facades, and the like. SHEARWALL Represents walls which are shearwalls and shows the extents of that wall. Connections per the SHEARWALL SCHEDULE. #HOLDOWN MODEL HOLDOWN Represents holdowns which are located at the bottom of the wall where it is called out. Connections are wall-to-wall or wall -to fdn u.n.o. Connections per the HOLDOWN SCHEDULE. 19 POST Indicates the location of a post within walls below framing. Sizes are indicated on the plan. Grades are indicated in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. Consult detail BHS for posts not indicated on the plans. INTERIOR BEARING WALL Indicates interior walls which support repetitive members. Construct per WALL FRAMING & BEARING in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. BEAM or HEADER Represents the location of a beam or header. Sizes are indicated on the plan. Grades are indicated in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. Headers (HDR) shall be 2-2x6 at dropped condition u.n.o. Flush headers (FRH) shall be 2-2x12 at joists u.n.o. Reference detail FRH for installation of the flush rim header. _J I L_ u HANGER Indicates hanger, standard or concealed flange. Provide fasteners in all holes. Reference the GENERAL STRUCTURAL NOTES for the minimum size hanger. If a different model no. is required, it will be noted on the plan. JOIST, TRUSS, OR RAFTER Repetitive member symbol points in the direction of the span. The type, size and max spacing between members will be indicated in bold type with a symbol which is representative of the layout of the entire level. SSS Number: s2005012 Project Name: 22814 Edmonds Way Owner: Kisan Enterprise LLC Project Location: 22814 Edmonds Way Edmonds, WA 98020 Design Professional: Michel Design M Q � O H o p w Ln [.e) (V w Z E O ~ U V_ H CC 0) Ul) V) p Z w V7 E O U 0" C N �u7 X O C + ] 47 Is 10f4A This space reserved for governing jurisdiction stamps REVISION Jan 18 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0111 ORIGIN DATE: 6/15/2020 REVISED: 1/12/2022 S811 2nd FLOOR SHEARWALLS & FRAMING ABOVE 1/4" = V-0" DO NOT SCALE - REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS SYMBOL LEGEND SLEXP ------------------- DIAPHRAGM BOUNDARY Represents boundaries of the FLOOR DIAPHRAGM and ROOF DIAPHRAGM. DIAPHRAGM PROJECTION Represents elements such as roof eaves, facades, and the like. SHEARWALL Represents walls which are shearwalls and shows the extents of that wall. Connections per the SHEARWALL SCHEDULE. #HOLDOWN MODEL HOLDOWN Represents holdowns which are located at the bottom of the wall where it is called out. Connections are wall-to-wall or wall -to fdn u.n.o. Connections per the HOLDOWN SCHEDULE. 19 POST Indicates the location of a post within walls below framing. Sizes are indicated on the plan. Grades are indicated in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. Consult detail BHS for posts not indicated on the plans. INTERIOR BEARING WALL Indicates interior walls which support repetitive members. Construct per WALL FRAMING & BEARING in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. BEAM or HEADER Represents the location of a beam or header. Sizes are indicated on the plan. Grades are indicated in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. Headers (HDR) shall be 2-2x6 at dropped condition u.n.o. Flush headers (FRH) shall be 2-2x12 at joists u.n.o. Reference detail FRH for installation of the flush rim header. _J I L_ u HANGER Indicates hanger, standard or concealed flange. Provide fasteners in all holes. Reference the GENERAL STRUCTURAL NOTES for the minimum size hanger. If a different model no. is required, it will be noted on the plan. JOIST, TRUSS, OR RAFTER Repetitive member symbol points in the direction of the span. The type, size and max spacing between members will be indicated in bold type with a symbol which is representative of the layout of the entire level. M Md SSS Number: s2005012 Project Name: 22814 Edmonds Way Owner: Kisan Enterprise LLC Project Location: 22814 Edmonds Way Edmonds, WA 98020 Design Professional: Michel Design M Q � O H o p w Ln c.n (V w Z E O ~ U V_ H CC 0) Ul) V) p Z w V7 E O U 0" C N �u7 X O C -ca 4�7 Is This space reserved for governing jurisdiction stamps REVISION Jan 18 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0111 ORIGIN DATE: 6/15/2020 REVISED: 1/12/2022 S8,2 R> 2-2x6 TRIMMERS 2-2x6 TRIMMERS 3rd FLOOR SHEARWALLS & FRAMING ABOVE 1/4" = V-0" DO NOT SCALE - REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS SYMBOL LEGEND SLEXP ------------------- DIAPHRAGM BOUNDARY Represents boundaries of the FLOOR DIAPHRAGM and ROOF DIAPHRAGM. DIAPHRAGM PROJECTION Represents elements such as roof eaves, facades, and the like. SHEARWALL Represents walls which are shearwalls and shows the extents of that wall. Connections per the SHEARWALL SCHEDULE. #HOLDOWN MODEL HOLDOWN Represents holdowns which are located at the bottom of the wall where it is called out. Connections are wall-to-wall or wall -to fdn u.n.o. Connections per the HOLDOWN SCHEDULE. 19 POST Indicates the location of a post within walls below framing. Sizes are indicated on the plan. Grades are indicated in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. Consult detail BHS for posts not indicated on the plans. INTERIOR BEARING WALL Indicates interior walls which support repetitive members. Construct per WALL FRAMING & BEARING in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. BEAM or HEADER Represents the location of a beam or header. Sizes are indicated on the plan. Grades are indicated in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. Headers (HDR) shall be 2-2x6 at dropped condition u.n.o. Flush headers (FRH) shall be 2-2x12 at joists u.n.o. Reference detail FRH for installation of the flush rim header. _JAL - u HANGER Indicates hanger, standard or concealed flange. Provide fasteners in all holes. Reference the GENERAL STRUCTURAL NOTES for the minimum size hanger. If a different model no. is required, it will be noted on the plan. JOIST, TRUSS, OR RAFTER Repetitive member symbol points in the direction of the span. The type, size and max spacing between members will be indicated in bold type with a symbol which is representative of the layout of the entire level. SSS Number: s2005012 Project Name: 22814 Edmonds Way Owner: Kisan Enterprise LLC Project Location: 22814 Edmonds Way Edmonds, WA 98020 Design Professional: Michel Design M Q � O H o p w Ln c.n (V w Z E O ~ U V_ H CC 0) Ul) V) p Z w V7 E O U 0" C N �u7 X O C + 21 44 7Is This space reserved for governing jurisdiction stamps REVISION Jan 18 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0111 ORIGIN DATE: 6/15/2020 REVISED: 1/12/2022 S911 3rd FLOOR SHEARWALLS & FRAMING ABOVE 1/4" = V-0" DO NOT SCALE - REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS SYMBOL LEGEND SLEXP ------------------- DIAPHRAGM BOUNDARY Represents boundaries of the FLOOR DIAPHRAGM and ROOF DIAPHRAGM. DIAPHRAGM PROJECTION Represents elements such as roof eaves, facades, and the like. SHEARWALL Represents walls which are shearwalls and shows the extents of that wall. Connections per the SHEARWALL SCHEDULE. #HOLDOWN MODEL HOLDOWN Represents holdowns which are located at the bottom of the wall where it is called out. Connections are wall-to-wall or wall -to fdn u.n.o. Connections per the HOLDOWN SCHEDULE. 19 POST Indicates the location of a post within walls below framing. Sizes are indicated on the plan. Grades are indicated in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. Consult detail BHS for posts not indicated on the plans. INTERIOR BEARING WALL Indicates interior walls which support repetitive members. Construct per WALL FRAMING & BEARING in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. BEAM or HEADER Represents the location of a beam or header. Sizes are indicated on the plan. Grades are indicated in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. Headers (HDR) shall be 2-2x6 at dropped condition u.n.o. Flush headers (FRH) shall be 2-2x12 at joists u.n.o. Reference detail FRH for installation of the flush rim header. _JAL - u HANGER Indicates hanger, standard or concealed flange. Provide fasteners in all holes. Reference the GENERAL STRUCTURAL NOTES for the minimum size hanger. If a different model no. is required, it will be noted on the plan. JOIST, TRUSS, OR RAFTER Repetitive member symbol points in the direction of the span. The type, size and max spacing between members will be indicated in bold type with a symbol which is representative of the layout of the entire level. <1 A 1 SSS Number: s2005012 Project Name: 22814 Edmonds Way Owner: Kisan Enterprise LLC Project Location: 22814 Edmonds Way Edmonds, WA 98020 Design Professional: Michel Design M Q � O H o p w Ln c.n (V w Z E O ~ U V_ H CC 0) Ul) V) p Z w V7 E O U 0" C N �u7 X O C -ca 4�7 Is 10NA This space reserved for governing jurisdiction stamps REVISION Jan 18 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0111 ORIGIN DATE: 6/15/2020 REVISED: 1/12/2022 S9,2