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SSS PLANS 5.21.20SHEARWALL 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 7-10dx1I/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. 5 See detail SWB. 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 1/2110 @ 60"oc 48"oc 3a 24"oc 4 5/8"0 @ 60"oc or *A35 @ #H1 @ 16d @ 8"oc 1 � � /z0@48oc 32"oc 24"oc 4 HOLDOWN SCHEDULE N WALL SHEATHING CALL OUT SHEATHING THICKNESS EDGE NAILS 6 7/16" 8d @ 6"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 HDN for installation. HOLDOWN / STRAP FOUNDATION 1,2,4,E FASTENERS 5 ANCHOR 1,3,4,6 COMMENTS #STHD14/14RJ 30-16d sinker N/A GENERAL STRUCTURAL NOTES SCOPE OF SERVICES These plans and accompanying calculations are for the Lateral Force Resisting System for Wind and Earthquake forces. All other structural information has been provided by others. The Wind and Earthquake elements are designed based on the plans provided to Sound Structural Solutions, Inc. If the design is revised, notify this office to see if the Wind and Earthquake design needs to be modified. These notes indicate minimum design capacities needed for the Wind and Earthquake resisting elements . If the other structural plans indicate a greater capacity, use that capacity. 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. INSPECTIONS Notify Building Department for inspections required by local jurisdiction. WOOD STRUCTURAL PANELS shall meet the performance standards of the "APA" DOC PSI 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 TPS 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. 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. 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 JOBSITE 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. 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 ABREVLA71ONS 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 CON TA CT US IMMEDIA TEL Y! 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: s2001005 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 Basic Wind Speed (3 sec gust) mph 110 Surface Roughness B Wind Exposure Category B Earthquake Design Data Seismic Importance Factor, Ie 1.00 Site Classification D Short Period Acceleration, S, 1.266 1-Second Acceleration, S1 0.495 Seismic Design Category D Spectral Response Coefficient, Sps 0.844 Spectral Response Coefficient, SDI 0.497 Gravity Load Data Roofs: loads are psf Dead Live Snow Rafters' - *Pitches < 8:12 15 0 25 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 12000 psf Internal Pressure Coefficient +/- 0.18 Topographic Factor, Kt 1.00 Wind Importance Factor, I 1.00 Seismic Force Resisting System ITable 12.2-1: A-13 2010 Equiv. Lateral Force Procedure Response Modification Factor, R 6.5 6.5 Transverse Longitudinal Seismic Response Coefficient, C, 0.130 0.130 Transverse Longitudinal Seismic Base Shear, V 2781 Ibs SSS Number: s2001005 Project Name: 8104 219th St SW Owner: Torre Treece Project Location: 8104 219th St SW Edmonds, WA 98026 Design Professional: Design Lines This space reserved for governing jurisdiction stamps ORIGIN DATE: 02/27/2020 REVISED: ---S1 - DBL 2x STUD EDGE NAILING HOLDOWN EMBEDDED STRAP STUDS PER HOLDOWN SCHED EDGE NAILING 2x STUD SW SHEATHING STRAP SHOWN AROUND CORNER An HOLDOWN AT CORNER N.T.S. (8)16d EVENLY SPACED, TYP U.N.C. 4'-0" MIN SPLICE TOP PLATE SPLICE 16d @ 16" oc TYP FACE NAILS MIN 2x HOCA DISCONTINUOUS DBL TOP PLATE POST 3 (3)2x STUDS U.N.O. STHDARJ STHDI4RJ- A HDN HOLDOWNS N.T.s. HDNA BEAM #CS16 w/, (13) 8d NAILS EA END DISCONTINUOUS DBL TOP PLATE DOUBLE TOP PLATE SPLICE N.T.S. TPSA EXTENT OF SHEARWALL EXTENT OF SHEARWALL TPS SWF SWR CRIPPLE STUD F DOUBLE TOP PLATE 4x6 RIP 4x6 INTO (2) EQUAL PIECES BTP BTP - BEVELED TOP PLATE L—i N.T.S. ROOF DIAPHRAGM PER STRUCT NOTES #A35 PER SW SCHED BTP EDGE NAILS SHEARWALL w/ RAFTER BEARING AT HIGH SIDE 1111[.11211 � 1 q" SOLID BLKG #H3 MIN @ A ROOF MEMBERS HOLDOWN HOEDOWN ANCHOR e g ANCHOR /EMBEeDDED I j1 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 FMHP MINIMUM HOLDOWN EMBEDMENT N.T.S. M H E SHEARWALL w/ RAFTER BEARING AT LOW SIDE SWR I SHEARWALL ROOF CONNECTIONS DIAPHRAGM PER STRUCT NOTES 1 q" LSL EDGE NAILS EDGE NAILS PROVIDE 14' BLK'G @ 48"oc SHEARWALL w/ RAFTER #A35 PER SW SCHED N.T.S. SWRA DIAPHRAGM PER STRUCT NOTES FLR RIM/BLKG (OR ROOF GABLE) NAILS PER SW SCHED WALL BASE PLATE CONN SOLID BLKG OR COLLECTOR EDGE NAILS (SW ABOVE) WALL BASE PLATE CONN (SW ABOVE) DIAPHRAGM PER STRUCT NOTES di— RIM/BLKG EDGE NAILS PROVIDE #A35 PER EDGE NAIL PROVIDE BLK'G @ 48"0c SW SCHED (SW BELOW) BLKG @48" oc w/ JOIST -WALL DOUBLE -SIDED SHEARWALLS w/ JOIST -WALL PARALLEL PARALLEL INTERIOR SHEARWALLS, & EXTERIOR SHEARWALLS EXT SHEARWALLS @ CANTILEVERS SHEARWALL TO FLOOR TO SHEARWALL SWF SHEARWALL FLOOR CONNECTIONS N.T.S. SWFA FDN WALL ANCH PER SW SCHED 2x SILL U.N.O. PER SW SCHED WALL BASE PLATE CONN PER SW SCHED RIM/BLKG EDGE NAILS FDN WALL DIAPHRAGM PER STRUCT NOTES ANCH PER SW SCHED 2x SILL U.N.O. PER SW SCHED OR HOLE THAT CAN BE ADDED TO A SHEARWALL l ) SHEARWALLS TO FOUNDATION SHEARWALLS TO FLOOR TO FOUNDATION SWE SHEARWALL ELEVATION FSWB� SHEARWALL BASE PLATE & FOUNDATION CONNECTIONS N.T.S. DRDDD U N.T.S. SWBA 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. WALL WALL LINE LINE A B A6 A6 1st FLOOR SHEARWALLS & FRAMING ABOVE 1/4" = V-0" SEE THE FOUNDATION PLAN PROVIDED BY THE DESIGNER AND LOCATE THE HOLDOWNS ON THE FOUNDATION PLANS AS SHOWN ON THE FIRST FLOOR PLAN DO NOT SCALE - REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS SSS Number: s2001005 Project Name: 8104 219th St SW Owner: Torre Treece Project Location: 8104 219th St SW Edmonds, WA 98026 Design Professional: Design Lines ro �/7 N o � o H 0 J � W L 7 +� N J LW 11-oo z E V Ov N DC 0) Ln Ln © z 1� O V s= Ln LA O c 4� SK LO z GISTE���'y� Y NA L This space reserved for governing jurisdiction stamps ORIGIN DATE: 02/27/2021 REVISED: ---- S2