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REVIEWED BLD-RESUB 2 22810 Edmonds Way Bldg A_210409_SSSplans_s1910027HOLDOWN SCHEDULE GENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NOTES continued 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 8" Stem *HTTSKT 26 - *SD #10x21/2 *SB5/8"x24 #HDU8-SDS2.5 20 - #SDS'/4x2'/2 7/8"�T.R. 4x6 Min Post, See detail RFA #HDU14-SDS2.5 36 - #SDS'/4x2'/2 1"�T.R. 6x6 Min Post, See detail RFA #MSTC40 36-16d sinker N/A equal number of nails to both connected elements #MSTC52 48-16d 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 #MSTC66B3 56-10d sinker N/A 4x6 Min Post. See detail SB SHEARWALL SCHEDULE SW EXP 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'/2"0 sill bolts use 7-10dx1'/2" nails (minimum nailing) and when replacing %T sill bolts use 9-10dx1'/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 SWB. 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 1/2"0 @ 60"oc 48"oc 3a 24"oc 4a 5/8"0 @ 60"oc or #A35 @ #LS50 @ 16d @ 6"oc 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 1/2"0 @ 24"oc 8 16"oc 16"oc 4b 5/8"0 @ 12"oc or *A35 @ #LS50 @ 2-16d @ 2"oc to 4x :E:] 1/2"0 @ 8"oc 8 6"oc 8"oc 4c rim/blkg 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 33 7/16" both sides 6,7 8d @ 3"oc 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. 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, SP, 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. REINFORCING 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 - W1.4AN1.4. 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 IBC section 1805.4.2 & IRC 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 ENGIMERED WOOD shall meet the following minimum properties: Callout E x 106 (psi) Fb(psi) Fc par(psi) Fc perp (psi) Fv(psi) 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. See applicable detail(s): GEB 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 & BEARING 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 WNG I WARNING N.T.S. THIS IS INTENDED TO DRAW ATTENTION TO FREQUENTLY EXPERIENCED DIFFICULTIES IN CONSTRUCTION: • LONG LEAD ITEMS • DIFFICULT FIELD RETROFITS • LIMITED OPTIONS FOR RETROFITS 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. 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. WNG 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 VEANY 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: s1910027 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, 1.263 1-Second Acceleration, S1 0.494 Seismic Design Category D Spectral Response Coefficient, Sps 0.842 Spectral Response Coefficient, SD1 0.496 Gravity Load Data Internal Pressure Coefficient +/- 0.18 Topographic Factor, Kt 1.00 Wind Importance Factor, I 1.00 Seismic Force Resisting System Table 12.2-1: A-13 2010 Equiv. Lateral Force Procedure Response Modification Factor, R 6.5 Transverse 6.5 Longitudinal Seismic Response Coefficient, C, 0.130 Transverse 0.130 Longitudinal Seismic Base Shear, V 32357 Ibs Roofs: loads are psf Dead Live Snow 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 Trusses Top Chord 8 40 0 Bottom Chord 4 0 0 Notes apply as called out in table above. 5 Joists of sawn lumber or wood I -joists. Soil Data Allowable Soil Bearing 12000 psf SSS Number: s1910027 Project Name: 22810 Edmonds Way Bldg A Owner: Michel Construction Project Location: 22810 Edmonds Way Edmonds, WA 98020 Design Professional: Michel Design ro �t N O V) O 1--1 ' J � � uJ Lori Lr) N J w z E O V 0) NU) V) Ip z Z w Lon U 0) O LA Ln u7 O 0 z 10421 ISTeq- jt',rj Sj0 NA t This space reserved for governing jurisdiction stamps ORIGIN DATE: 11/8/2019 REVISED: 4/9/2021 S1 1-0 [V O O �l N �I c ra Ln L!] u) I N O ,--i CV POST FTG 101 BASE 8" 0 EXPANSION ANCH, 6" MIN EMBED a a I I a as ° L7 Q d PB - POST BOTTOM CONNECTION N.T.S. PBAE FOOTING SCHEDULE CENTER UNDER CONCENTRATED LOAD U.N.O. F0077d6 SIZE REINFORCEMENT ID WIDTH LENGTH THICKNESS LONGITUDE TRANSVERSE (Transverse) (Longitude) F2 2'-0" 1 2'-0" 10" (3)#4's 3 #4's LONGITUDE REINF TRANSVERSE REINF Pnc%T Tn FT(; THICKNESS LENGTH WIDTH (LONGITUDE) (TRANSVERSE) FOOTING, TYPICAL N.T.S. (2)#4 CONT @ TOP OF WALL 8" U.N.O. #4 @ 16"oc VERT 4'-6" MAX 30" MIN #4 CONT @ 10" oc HORIZ CONC SLAB ON GRADE P.T. SILL PLATE &A.B. CONC STEM WALL fCTRD ON FTG, U.N.O. FINISH GRADE #4 @ 16"oc 2'-0" DOWELS w/ MAX 14" EXTENSION BETWEEN INTO WALL & STD GRADES 18" HOOK IN FTG 1 MIN T (2)#4 CONT @ BTM OF WALL CONC FTG•�+- 16" x 8" w/ j 3" CLR (3) #4 CONT, U.N.O. ;III III_ NOTES: -CENTER VERTS AND DOWELS IN STEM WALL -DEEPEN FOUNDATION AS REQD TO ACCOMODATE FOR HOLDOWN EMBEDMENTS -DEEPEN EXCAVATION TO PROVIDE MINIMUM FOOTING DEPTH FOUNDATION WALL - STEM N.T.S. FWX P.T. SILL PLATE #4 CONT w/in & A.B. TOP 12" OF WALL CONC STEM WALL 8 U.N.O. CTRD ON FTG, U.N.O. FINISH GRADE 4'-6" MAX #4 @ 48"oc 16 MIN VERT #4 @ 48"oc 2'.0" DOWELS w/ MAX #4 AT BTM 14" EXTENSION BETWEEN CONC SLAB INTO WALL & STD GRADES 18" ON GRADE HOOK IN FTG 1 MIN CONC FTG" " - LI 16" x 8" w/ �, I I I 13 CI 1=I I I (2) #4 CONT, i U.N.O. ��1��1�1- NOTES: -CENTER VERTS AND DOWELS IN STEM WALL -DEEPEN FOUNDATION AS REQD TO ACCOMODATE FOR HOLDOWN EMBEDMENTS FWS FOUNDATION WALL - STEM N.T.S. FWSC FTG @ WALL FTG @ WALL CORNER FTG UNDER SLAB ON GRADE FTGC e HOEDOWN HOLDOWN ANCHOR e ANCHOR /EMMMM e FOUNDATION WALL EMBEDDED STRAP MINIMUM STEM HEIGHT REQUIRED TO ACCOMMODATE ANCHORAGE PER HOLDOWN SCHEDULE FOOTING I DEEPEN FOUNDATION AS REQD TO ACCOMODATE FOR HOLDOWN L — — — EMBEDMENTS INTO WALL MHE I MINIMUM HOLDOWN EMBEDMENT N.T.S. GR BEAM rnnTrklnn REINF MATCH HORIZ STD 900 HOOK INTO REINF INTERSECTING GR BEAM 1�-6CORNER BAR @ ALL OUTER REINF • REINF • 1 WALLS MHE STD 900 HOOK INT MATCH HORIZ INTERSECTING GR BEAM REINF ALTERNATE EA BAR V-6" CORNER BAR @ ALL OUTER REINF REINFORCEMENT AT INTERSECTIONS N.T.S. RIAA HOLDOWN POST t� I A.B. PER PLAN 7", MIN STEM WALL SHALL BE 2'-0" DEEP MIN 1 0 (2) #4 HORIZ CONT l @ TOP OF WALL 11" CLC, TYP T %" x 3" x 3" A36 BRG PLATE w/ DBL NUT '� (4) #4 x I I 8 4„ REINFORCED FOUNDATION ANCHOR 3/4" = V-0" RFAC SSS Number: s1910027 Project Name: 22810 Edmonds Way Bldg A Owner: Michel Construction Project Location: 22810 Edmonds Way Edmonds, WA 98020 Design Professional: Michel Design ro O tA O 1--1 0 J � LU Lori Ln N w Z E O V 0) NU) V) ip Z Z w Lon V O Ln V) O a z 10421 GIs e U� SIO NA This space reserved for governing jurisdiction stamps ORIGIN DATE: 11/8/2019 REVISED: 4/9/2021 S2 (8)16d EVENLY SPACED, 16d @ 16" oc TYP U.N.O. TYP FACE NAILS BEAM DISCONTINUOUS #CS16 w/, DBL TOP PLATE (13) 8d NAILS EA END POST i MIN 2x 4'-0" MIN SPLICE ~I TOP PLATE SPLICE DISCONTINUOUS DBL TOP PLATE #LSTA24 OR #CS16 w/ TPS DOUBLE TOP PLATE SPLICE DIAPHRAGM MIN (9) -10d N.T.S. FASTENERS PER MEMBER BOUNDARY NAIL ALONG BOUNDARY NAIL ALONG TPSA SSS Number: U. N.O. LENGTH OF COLLECTOR LENGTH OF COLLECTOR s19100Z7 EXTENT OF EXTENT OF COLLECTOR/RIM COLLECTOR COLLECTOR SHEARWALL SHEARWALL Project Name: TPS SWF SWR CRIPPLE STUD DOUBLE TOP PLATE 22810 Edmonds Way DIAPHRAGM PER Bldg A BEAM OPTIONAL STRAi STRUCT NOTES LOCATION CS1 COLLECTOR SPLICE INTERMEDIATE FRAMING ABUTTING PANEL EDGES Owner: Michel Construction N.T.S. CSAB DTC DIAPHRAGM TO COLLECTOR HEADER HEADER L-i N.T.S. DTCA WINDOW Project Location: WALL w/ STORY ABOVE OPENING 22810 Edmonds Way DOOR Edmonds, WA 98020 #LSTA24 w/ MIN (9) -10d DBL 2x STUD ENI FASTENERS PER MEMBER U.N.O. EDGE NAILING SW SHEATHING Design Professional: KING STUD Michel Design zi TRIMMER STUD DIAPHRAGM COLLECTOR / JOIST COLLECTOR / RIM HOLDOWN BOUNDARY EMBEDDED NAILING STRAP STRAP SHOWN 4" x 4" IS THE MAXIMUM PENETRATION CRIPPLE STUD BASE PLATE SWB SWF FLOOR DIAPHRAGM AROUND CORNER OR HOLE THAT CAN BE ADDED TO A SHEARWALL M CONTINUOUS STUDS PER SWE SHEARWALL ELEVATION o to WALL AT PARTY WALL HOEDOWN SCHED SW SHEATHING ,--i Ll_�� 00 EDGE NAILING N.T.S. FRAMING 2x STUD DRDDD J °` FLOOR DIAPHRAGM CS2 COLLECTOR SPLICE a �' N CONTINUOUS WALL AT PARTY WALL J w � N.T.S. CSAG o "_J ROOF DIAPHRAGM #LS50 @ SHEARWALLS #LS50 @ SHEARWALLS z PER SCHED PER SCHED HOLDOWN PER STRUCT NOTES V OV CSP CONTINUOUS SHEATHING AT PARTY WALL 2xSTUD ANCHOR ��G�l 6 12 MIN 48 MIN EDGE NAILS �O� N � N.T.S. Ln CSPA #CS16 TO Ln COLLECTOR & BLOCKING p z Ln HOC HOLDOWN AT CORNER #H1 @ #H1 @SHEARWALLS SOLID #H2.5A #H2.5A @ALL � BOUNDARY NAILS SHEATHING PER SHEARWALLS � N.T.S. HOCA BLKG MIN @ALL ROOF PER NOTES NOTES WALL ROOF MEMBERS MEMBERS E U.N.O. @ O DIAPHRAGM SHEARWALLS U COLLECTOR 2X FLAT BLKG 300 MIN (OR RIM) _/ 6 2x FLAT BLK w/ SHEARWALL a C SHEARWALL w/ TRUSS OR RAFTER BEARING Ul) DBL ROW OF — — — cc cn BOUNDARY NAILS 01 V) FRMG SWR SHEARWALL ROOF CONNECTIONS x O TRUSS N.T.S. 2x4 BRACE @ 48"oc w/ SWRA CSB COLLECTOR SPLICE TO BLOCKING STRAP L—i #A35 AT BTM N.T.S. GEB GABLE -END TRUSS BRACE DIAPHRAGM PER NAILS PERSTRUCT NOTES SW SCHED WALL BASE N.T.S. GEBA E CONN PLATECONN (SW ABOVE) (SWWALL BASE EDGE NAILS ABOVE) BOVE) �O 0 #MTS20 MIN w/ SB STRAP TO BEAM FLR RIM/BLKG z (OR ROOF GABLE) SOLID BLKG OR DIAPHRAGM PER MIN (7)10d x i%" N.T.S. TO EA MEMBER cc, BAB COLLECTOR STRUCT NOTES aoaT U.N.O. RIM/BLKG ��FGJSTtiR�U�� EDGE NAILS � SjaNAI- PROVIDE #A35 PER EDGE NAIL PROVIDE BLK'G @ 48"oc SW SCHED (SW BELOW) BLKG @48" oc MSTC MST w/ JOIST -WALL w/ JOIST -WALL COLLECTOR OR RIM STRAP D— STRAP — 4/,, HDU8 PARALLEL DOUBLE -SIDED SHEARWALLS, PARALLEL This space reserved for INTERIOR SHEARWALLS, & governing jurisdiction stamps TOP PLATE I I 3%" EXTERIOR SHEARWALLS EXT SHEARWALLS @ CANTILEVERS SHEARWALL TO FLOOR TO SHEARWALL 4xMIN � RFA SWF SHEARWALL FLOOR CONNECTIONS WALL 4x6 U.N.O. CTP COLLECTOR TO TOP PLATE STRAP MAY BE N.T.S. SWFA LOCATED N.T.S. CTPD ON INSIDE SHEATHING PER SCHED MSTC STRAP -(A) MST STRAP-(A)HDU8- A WALL BASE WALL PARTY WALL WALL PLATE CONN SHEATHING PER TOP PLATE 311 (3)2x STUDS U.N.O. 4/6 HTT5KT 71 PER SW SCHED DIAPHRAGM PER ib #HDU14 � ANCH PER STRUCT NOTES SCHED WALL STUD OR POST SW SCHED (4x MIN) 2 2%" 32" RIM/BLKG ANCH PER ADJACENT TO 2x4 CONTINUOUS SW SCHED 6x6 2x SILL U.N.O. WALL FRMG PARTY WALLS TOP PLATE; NO U.N.O. 9 RFA PER SW SCHED EDGE NAILS ORIGIN DATE: 11/8/2019 GAP BREAK AT GAP STHD14 1i6 2x SILL U.N.O. PARTY WALL PER SW SCHED A.A EXTERIOR TOP PLATE FDN CONSTRUCT IS CONTINUOUS END STUD FDN REVISED: 4/9/2021 PARTY WALLS TO EXTERIOR WALL SHEATHING PER ACROSS GAP FIRE BLOCKING o PLAN VIEW EXTERIOR WALL STHD14- A HTT5KT- A HDU14- B SCHED PLAN VIEW ELEVATION VIEW - SECTION A -A SHEARWALLS TO FOUNDATION SHEARWALLS TO FLOOR TO FOUNDATION o rn DSW DBL SIDED SW AT ADJOINING WALLS EPIJ EXTERIOR WALL & PARTY WALL INTERSECTION HDN HOLDOWNS SWB SHEARWALL BASE PLATE & FOUNDATION CONNECTIONS N.T.S. DSWA N"_J.T.S. N"_J.T.S. HDNA N"_J.T.S. SWBA L' N O N '"CS IQ11; Npl1�G IF,yGry WBC I WIND BEAM CORNER (ISOMETRIC) N.T.S. WBCE CUT BEAM VERTICAL FOR 4 DEPTH OR PROVIDE SEPARATE 4 d BEAM FOR EACH SPAN " 0 oo d O O I BEAM CAP POST BOB BEAM BROKEN OVER BEARING N.T.S. DEPTH BOTTOM PLATE FLOOR SHEATHING #PSPN58 PLUMBING FLOOR -,— #PSPN516 DBL TOP PLATE #PSPN516 w/ 8-16d NAILS II TOP PLATE, E. — PLUMBING WALL #CS16 BEAM PER PLAN FBD WIND BEAM TO DIAPHRAGM N.T.S. WBD #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 PENETRATION OF FRAMING - EXTERIOR WALL 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 4 DEPTH - E(4 DEPTH 4 DEPTH 4 SPAN SPAN 4 SPAN BEAM PENETRATIONS, TYPICAL DETAIL N.T.S. N 4 SPAN FRMG CANTIL I FRMG #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. —""1 & #CS16 6)10d 10WN REQD STUDS FHFA REQUIRED STUDS BEAM 2x4 WALL 2x6 WALL 4x & 2-2x (SAWN) 3%x (GLB) (2) 2x4 (2) 2x6 3%x(MANF) 6x & 3-2x (SAWN) 5%x (GLB) (3) 2x4 (3) 2x6 5%x(MANF) 8x (SAWN) 64x (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 BBEAM &HEADER SUPPORTS N.T.S. SSS Number: s1910027 Project Name: 22810 Edmonds Way Bldg A Owner: Michel Construction Project Location: 22810 Edmonds Way Edmonds, WA 98020 Design Professional: Michel Design ro O tA O 1--1 0 J � LU Lori Ln N w Z E O V 0) NU) V) p Z Z w Lon V 01 0 O LA Ln V) O C 0 z 10421 S1,0 NA t This space reserved for governing jurisdiction stamps ORIGIN DATE: 11/8/2019 REVISED: 4/9/2021 S4 ATTACH #WSW -TOW PLATES (PROVIDED) TO FRAMING AND #WSW PANEL BOTH SIDES USING 0.148 x 2%" NAILS MIN. ALIGN #WSW -TOW NOTCHES TOP PLATES OR BEAM WITH BOTTOM OF TOP PLATES %" MAXIMUM WOOD SHIM. FOR SHIMS GREATER THAN %", SEE DET SWH • WOOD FURRING BLOCK - — — - • • 3" MIN. I 2" MIN— I • #WSW PER PLAN � I 2" MIN. I MIN. #SDS%" x 3%" 1FRAMING ATTACH DOUGLAS FIR WOOD FURRING BLOCK BETWEEN #WSW PANEL WITH (14) #SDS%" x 33/2" SCREWS OR (14) 0.162 x 33/2" NAILS. MINIMUM BLOCK SIZE IS 1%" x 11%" x #WSW PANEL WIDTH. SWT STRONG WALL TOP CONNECTION N.T.S. #WSW STRONG WALL INSTALLED ON ANCHOR BOLTS PER MANUFACTURER'S RECOMENDATIONS (2) ASTM A449 HIGH STRENGTH ANCHOR BOLTS (0 PER TABLE) HEX NUT AND STRUCTURAL WASHER 1%"COVER 1'4' MIN OVERLAP OF ANCHOR REINFORCING STRONG WALL DESIGN NOTES 1. STRONG -WALL 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. 1" MIN. - FROM EDGE %" MIN. AT EDGE I I I I I II %" MIN. #SDS TIP TO CHASE I I INSTALL #SDS q" x 6" SCR-"'"' THE TOP PER THE SCREW Pi FULL -HEIGHT ADJACE FRAMING, E.S. #W� 1%" MIN. ROW SPACING • QTY OF #SDS SCREWS REQUIRED 12" WIDE *WSW 8 18" WIDE *WSW 10 24" WIDE *WSW 14 1%" O.C. MIN. PLAN VIEW SCREW PATTERN 1IM BLOCK 1" TO 4" SHIM BLOCK SWH STRONG WALL HEIGHT ADJUSTMENTS N.T.S. 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 @ 43/2" oc PER HAIRPIN PLAN 3" MIN EDGE DISTANCE TO END OF CONCRETE STEM WALL EACH #WSW ANCHOR INSTALLED BETWEEN A PAIR OF ANCHOR REINFORCEMENT HOOKS ASTM A449 ANCHOR BOLT 0 REQUIRED 12" WIDE *WSW %" 18" WIDE *WSW %" 24" WIDE #WSW 1" MINIMUM EXTENSION OF ANCHOR SPACING + 2" FIELD TIE AND SECURE HAIRPINS DURRING CONCRETE PLACEMENT 10"x 24" MIN FOOTING PER DETAIL SWAR 8" MIN STEMWALL PER DETAIL FWX SWFC STRONG WALL FOUNDATION CONNECTION N.T.S. INSET STRONGWALL TEMPLATE 2" 2" MIN COVER 2'4' MIN 8" MIN STEM WALL PER DETAIL FWX (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. 10" MIN 3" COVER FTG THICKNESS 6" MIN f EXTENSION (TYP) 24" FTG WIDTH U.N.O. SWAR I STRONG WALL ANCHOR REINFORCEMENT N.T.S. HAIRPIN PLAN DO NOT INSTALL #WSW w/o TEMPLATE EDGE DRILL ZONE MIDDLE % OF PANEL THICKNESS HOLES • MAX. THREE HOLES IN FACE AND THREE IN EDGE. • %"-DIAMETER HOLES, MAX. • 6" D.C., MIN. NO EDGE HOLES ALLOWED IN LOWER 26" OF PANEL NO HOLES ALLOWED IN TOP 8" OF PANEL FACE DRILL ZONE MAINTAIN 1%" MIN. EDGE DISTANCE FROM CHASE AND OUTSIDE EDGE, TYPICAL. NO FACE HOLES ALLOWED IN LOWER 40" OF PANEL ALLOWABLE SMALL HOLES FACE AND EDGE DRILL ZONES NO HOLES ALLOWED IN TOP 8" OF PANEL FACE DRILL ZONE CENTER 4%" OF PANEL FACE AS SHOWN 12" ABOVE EXISTING HOLE, MIN. 16" HOLES • 4 8"-DIA. HOLES, MAX. 24%" • MAX. OF TWO 4 8"-DIA. HOLES OR ONE 4%" x 12" HOLE. • NO MINIMUM ON -CENTER SPACING REQUIRED. ALLOWABLE LARGE HOLES IN ADDITION TO ALLOWABLE SMALL HOLES NOTES: 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. TRIM ZONE AND ALLOWABLE HOLES N.T.S. DIAMETER LENGTH 1 36 HS 2Y8 HS ON HIGH STRENGTH MODELS 0 HEAVY HEX NUT LENGTH FIXED IN PLACE ON ALL WSW -AB ANCHOR BOLTS le HEAVY HEX NUT PLATE WASHER 0 HEAVY HEX NUT WSW PANEL MODEL MODEL NO. DIAMETER LENGTH le WSW12 WSW-ABY8x30 %" 30" 26" FROM SIMPSON "https://embed.widencdn.net/pdf/plus/ssttoolbox/zi9rub5hpI/WSW1.pdf" SWABI STRONG WALL ANCHOR BOLT N.T.S. 'RONGWALL 'LATE 2" r%CCTCN IUATC WSW DESIGNED TO PROVIDE Y8" 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. SSS Number: s1910027 Project Name: 22810 Edmonds Way Bldg A Owner: Michel Construction Project Location: 22810 Edmonds Way Edmonds, WA 98020 Design Professional: Michel Design ro L1f N OtA O oo J � LU Ln N [/] r-4 J w z E O H V 6 NV) Ln p z Z w Loon V 0) O Ln V) O C `yP \' O z .5�6 is eq-r ��Cs js'Sj SIONAL This space reserved for governing jurisdiction stamps ORIGIN DATE: 11/8/2019 REVISED: 4/9/2021 S5 F> 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. WALL WALL WALL WALL WALL LInE LIpNE LICE LIDNE LICNE FOUNDATION PLAN 1/4" = 1'-0° DO NOT SCALE - VERIFY ALL DIMENSIONS WITH ARCHITECTURAL SHEETS PRIOR TO CONSTRUCTION SSS Number: s1910027 Project Name: 22810 Edmonds Way Bldg A Owner: Michel Construction Project Location: 22810 Edmonds Way Edmonds, WA 98020 Design Professional: Michel Design ro O tA O 1--1 o J � LLI N [/] N w Z E I� O V 0) tin U) V) 0 Z Z w Lon V 01 0 Q) LA Ln �V) X O C 0 z 10421 GIs Teq-�r ��Cs S10 This space reserved for governing jurisdiction stamps ORIGIN DATE: 11/8/2019 REVISED: 4/9/2021 S6 C DO DR WALL WALL WALL LIANE LIBNE LICE 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. 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 (or 4x6) U.N.O. on the plan. _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: s1910027 Project Name: 22810 Edmonds Way Bldg A Owner: Michel Construction Project Location: 22810 Edmonds Way Edmonds, WA 98020 Design Professional: Michel Design ro O tA O 1--1 o J � LLI .-. Lori� N J w Z E O V 0) tin U) u7 0 Z Z w Lon V 01 0 Q) LA Ln �u7 X O C 0 z 90421 .S'Ve GIs T P�L� S10 This space reserved for governing jurisdiction stamps ORIGIN DATE: 11/8/2019 REVISED: 4/9/2021 S7 F> 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. 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 (or 4x6) U.N.O. on the plan. _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. WAL LINEL V WALL WALL WALL WALL LInE LINNE LSE LICNE 2nd FLOOR SHEARWALLS & FRAMING ABOVE 1/4" = V-0" DO NOT SCALE - REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS SSS Number: s1910027 Project Name: 22810 Edmonds Way Bldg A Owner: Michel Construction Project Location: 22810 Edmonds Way Edmonds, WA 98020 Design Professional: Michel Design ro O V) O 1--1 o J � � LLI .. Lori� N J w Z E I� O V 0) tin U) u7 0 Z Z Lon > O V 01 0 Q) LA Ln �u7 X O C 0 z 10421 .S'VeGIs eq- S10 This space reserved for governing jurisdiction stamps ORIGIN DATE: 11/8/2019 REVISED: 4/9/2021 S8 � — L— HDR 2x12 RAFTR M #MS C40 2x12 RA ERS @ 24"oc AX 2x12 RA R #MSTC40 0 L WLINE T WALL LSE #MSTC40 3rd FLOOR SHEARWALLS & FRAMING ABOVE 1/4" = V-0" WALL LINE V 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. 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 (or 4x6) U.N.O. on the plan. _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. 8'-0" N 1 8'-0"' HDR ---� #MSTC40 SSS Number: s1910027 Project Name: 22810 Edmonds Way Bldg A Owner: Michel Construction Project Location: 22810 Edmonds Way Edmonds, WA 98020 Design Professional: Michel Design ro O tA O 1--1 o J � LLI .-. Lori� N J w z E O V 0) NU) V) Ip z Z w Lon V 0) 0 O LA Ln u7 O V I� P z 40921 p .i'�ftjsTe9_ s10NAL� This space reserved for governing jurisdiction stamps ORIGIN DATE: 11/8/2019 REVISED: 4/9/2021 S9