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SHEARWALL SCHEDULE SWEXP GENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NOTES continued PLAN INSTRUCTIONS
<br /> Notes apply as called out In table below. COD All conditions,materials and construction shall conform to the code specified In the DESIGN CRITERIA,or WOOD STRUCTURAL PANELS shall meet the performance standards of the"APA"DOC PSI and PS2 for their READ THIS FIRST
<br /> 1 Anchor bolts embedded at least 7",or expansion anchors embedded at least 4".See detail SWB. other codes required by the governing jurisdicdon. intended application(group 5 species not allowed).
<br /> 2#MASAP can be installed Instead of sill bolts with washers.When replacing 1/2"0 sill bolts use 7-10dxll/2" PROFECrION Through maintenance and current best practices,provide a building envelope that will preserve SH ARWALLS are Indicated on the plans with a bold dashed line and labeled SW.The following letter These plans are organized so that more detailed or specific information is found in the same
<br /> nails(minimum nailing)and when replacing%"0 sill bolts use 9-10dx1'/2"nails(maximum nailing). the integrity of the structure throughout Its lifetime. designation refers to the Sheanwall Schedule's SHEAR FLOW CONNECTIONS/SPACING table,and the way by following the direction shown below:
<br /> 3 See detail SWF.Connections vary depending on condition.3a Substitute 16d We nails @ Woc for#A35. INSPECTIONS Notify Building Department for Inspections required by local jurisdiction. number designation refers to the WALL SHEATHING table. Multiple combinations of letter and number GENERAL STRUCTURAL NOTES
<br /> 4 See detail SWR. Letter designations a&b refer to specific conditions. For gable-end roof SOILS Bearing capacity of soil shall be per DESIGN CRITERIA or greater. Footing shall bear on solid undisturbed designations may be present.Wall Une numbers,shown Inside triangles,refer to corresponding
<br /> connections see detail SWF. level soil devoid of any organic material and below Indicated frost line. engineering calculations. SCHEDULES,DETAILS and PLANS will often refer to GENERAL STRUCTURAL NOTES for more
<br /> 5 See derail SW& specific Information.
<br /> 6 Abutting panel edges require a 2-2x(lamination connection same as WALL BASE PLATE),3x,or greater stud. COMPACTED FILL shall consist of predominately Well-Graded,granular soil,free of organic material and Attach rated sheathing(Indicated below)to 2x min STUDS spaced no more than 16"oc,u.n.o. See
<br /> 8 The plate washer shall extend to within 1/2"of the edge of the bottom plate that receives the sheaths or rim. debris. Fill should be placed In maximum 8"loose lifts and compacted to a minimum of 95 percent Shearwall Schedule for minimum thickness and fasteners(thickness at point of fastened edges governs SCHEDULES
<br /> n9 SSS Number:
<br /> of the maximum density at optimum moisture content determined by ASTM D-1557 test procedures. shear values).All panel edges shall be blocked. Nall intermediate supports @ 12"oc. Do not penetrate �DETAILS and PLANS will often refer to GENERAL STRUCTURAL NOTES and SCHEDULES for more 52403006
<br /> SMEAR FLOW CONNECTIONS/SPACING SW WALL SHEATHING BACKfII.L shall be free draining and without organic material and debris from one of the following soll nails past flush. Install squash blocks under the ends of all shearwalls where the framing below does not specific Information.
<br /> classes SM-SC,SM,SP,SW,GC,GM,GP,and GUT. provide full bearing.Construct cripple walls same as the shearwall above,and able-ends same as the
<br /> SILLFLO& ALL s g DETAILS Project Name:
<br /> SILL-TO- ROOF-TO- WALL 845E PLATE CALL CALL SHEATHING EDGE PDIADATBNlS AND RETAINITG WALLS Extend footings to undisturbed bearing soil. Do not beckflll until all shearwall below.
<br /> SILL&WALL A Pratt Plan
<br /> FOUNDATION 1,2 WALL 4 5 OUT OUT THICKNESS NAILS slabs and/or horizontal diaphragms are constructed,otherwise provide temporary bracing to resist movement I I PLANS will often refer to GENERAL STRUCTURAL NOTES,SCHEDULES and DETAILS for more
<br /> Rated sheathing: ILJI
<br /> 1/8"0 @ 60"m or #A35 @ #Hl @ See applicable detail(s):FIG 7/16"OS8 rated with a 24/16 span rating. specific Information.
<br /> Y2"0 60"oc 48"oc 3a 24"oc 4a 16d @ 10"oc A 6 7/16" 8d @ 6-oc SILL PLATES Use pressure treated 2x plates u.n.o. Embed anchor bolts at least 7"(1/2",p#Titen-HD w/ 1/2"CD with a 32/16 span rating. PLANS
<br /> 4"min embed). Use 3NTW.229"washers.There shall be a minimum of two bolts per piece spaced not See applicable detall(s): SWE See the SYMBOL LEGEND as well as ABREVIA71M AND ACRONYMS for other additional
<br /> 5/8"0 @ 60"oc or #A35 @ #LS50 @ Owner16d @ 6"oc B 4, 7/16" 8d @ 4"oc feet apart,with one bolt located not more than 12"or less than 4"from each end of each piece. ROOF DIAPHRAQA Install either OSB or CO sheathing: Information used on the PLANS.The term,TYPICAL(or TYP),used with a detail callout or plan note, KLP,.Inc
<br /> 1/2"0 @ 40"m 24"oc 36"oc 4b COKREIE fc=3000 psi minimum far environmental exposure(2500 psi used in structural design,or 7/16"OSB rated sheathing with a 24116 span rating; Indicates that the Information specified shall apply in all similar conditions.
<br /> 5/6"0 @ 32"0c or #A35 @ #LS50 @ unless greater psi indicated on the plans).5 1!2 sacks of cement per cubic yard of concrete and a maximum panel clips required when spacing Is greater than 20"oc.
<br /> t/2"0 24"0c 8 16"oc 16"oc 4b 16d @ 3"oc C 3 7/16"a 8d @ 3"oc of 6 gallons of water per 94lb sack of cement Maximum slump is 4".Segregation of materials shall be 1/2'CD rated sheathing with a 32/16 span rating. IF YOU HA t/EANY QUESTIONS OR CONCERNS CONTACT US IMMEDIATELY./
<br /> s/g"0 @ 16"oc or #A35 @ #LS50 @ prevented through proper handling and placement Use 8'x 4'panels with long dimension perpendicular across supporting framing. Stagger panel rows We can,be reached immediately by phone: (425)778-1023
<br /> t/2"0 12"oc 8 8"oc Woc 4b 16d @ 2"oc D 2 7/16"6 Bd @ 2"oc RERiORC1IG STEEL#4 bars and larger shall be Grade 60 deformed bars,and#3 bars shall be half the long dimension. Nail all boundaries and supported edges with 8d @ 6"oc and Interior supports with For less pressing.questions,email us: InbOXossseng.COrn Project Location:
<br /> Grade 40(u.n.o.),in accordance with ASTM A-615. Lap splices 32 bar diameters u.n.o. Welded Bid @ 12"oc,blocking not required u.n.o. Please help us get to your plans by having this job number handy: s2403006 1602 106th PI SE,
<br /> Mire fabric shall conform to ASTM A-185 and shall be 6x6-W 1.4xW 1.4. Lap one full mesh at splices. ROOFTOP DECK DIAPHRAGM Install minimum Everett,WA
<br /> CLEAR COVER 3"clr when cast against Earth and 2"clr in all other locations,u.n.o, 23/32"rated Sturd-I-Floor T&G with a 24oc span rating
<br /> See applicable detail(s):RI Use 8'x 4'panels with long dimension perpendicular across supporting framing. Stagger panel rows half ABBREVIATIONS AND ACRONYMS
<br /> FOOTING DRAINYC3 Footing drainage per Building Code section 1805.4.2&Residential Code section the long dimension.Glue and nail all boundaries and supported edges with 10d @ 6 oc and Interior Design Professional:
<br /> HOLDOW N SCHEDULE R405.1. supports with 10d @ 12"oc,blocking not required u.n.o. ABV ABOVE E.S. EACH SIDE O.C. ON CENTER Joseph Tracy
<br /> WOOD TRAMIIG in contact with concrete or masonry,or exposed to weather,shall be pressure treated. FLOOR DIA PHRA Install minimum A.B. ANCHOR BOLT E.W. EACH WAY P.T. PRESSURE TREATED
<br /> Numbers in parenthesis,IE(1-1),refer to corresponding engineering calculations. 23/32"rated Sturd-I-Floor T&G with a 24oc span rating.
<br /> 1 Deepen the foundation as needed to provide the required holdown embedment into the foundation wall. BLW BELOW E EACH RE REINFORCEMENT
<br /> CONNECTORS AND rY1SlE�tS Fasteners,including nuts and washers,and connectors in contact Use 8'x 4'panels with long dimension perpendicular across supporting framing. Stagger panel rows half
<br /> See Detail MHE BLK BLOCK E.N. EDGE NAILING READOD REQUIRED
<br /> 2 Fasten to the end framing members of the shearwall,u.n.o. with pressure treated wood shall be hot-dipped zinc-coated galvanized. the long dimension. Glue and nail all boundaries and supported edges with lOd @ 6"oc and interior gLKG BLOCKING EMBED EMBEDMENT SCHED SCHEDULE
<br /> 3 FOUNDATION ANCHOR may be extended with threaded rod and coupler as required. EKCEPTION Plain carbon steel fasteners,Including nuts and washers,In SBX/DOT and zinc borate supports with 10d @ 12"oc,blocking not required u.n.o. B.N. BOUNDARY NAILING EXIST EXISTING SIM SIMILAR
<br /> 4 Provide the minimum embedment and edge distances specified by the manufacturer. preservative treated wood In an interior,dry environment shall be permitted. COLLECTORS Diaphragms shall be nailed continuously to rims,drag struts,drag trusses and other collector BTM BOTTOM FDN FOUNDATION STD STANDARD
<br /> 5 Attach to(2)2x studs minimum(laminatlon connection same as WALL BASE PLATE;stagger nails),u.n.o. SOLID SAWN LUMBER shall meet the following minimum grades(u.n.o.)conforming to"W WPA GRADING elements at boundary spacing,u.n.o. BRG BEARING FLR FLOOR STRUCT STRUCTURAL
<br /> 6 See detail fDNfor Installation. RULES FOR WESTERN LUMBER",latest edition: See applicable detali(s): DTC CS M
<br /> HOLDOWN/STRAP FWNDATION per CODE ym BTWN BETWEEN FRMG FRAMING SW SHEARWALL N
<br /> FASTENERS 5 COMMENTS BEAMS.POSTS,RAFIIILS,7C6ST COMECRONS and fasteners shall be r Table 23D4.10.1 u.n.o. The s bol,"#",Indicates a hardware ✓�
<br /> 1,2,4,6 ANCHOR 1,3,4,6 6X and wider DF#1 connector from the most current Simpson Stron Tle Catalog. Hardware with CUR CLEAR FTG GIRDERFOOTIN
<br /> THRU THROUGH Z
<br /> p g- g. equivalent or greater capacities p '^ O
<br /> CLTR COLLECTOR G.T. GIRDER TRUSS T.R. THREADED ROD
<br /> 4X DF#2 from other manufacturers may be substituted,example you can use USP's Dual SpeclFlcatlon Chart to make an H
<br /> SSTHDI4/14RJ 30 16d sinker N/A CONC CONCRETE GR GRADE TYP TYPICAL I- m n
<br /> 2x 10 and.greater DF#2 equivalent or greater capacity selection. Install per the manufacturer Instructions. =:D r,
<br /> in 8 and smaller HF#2 CONN CONNECTION HORIZ HORIZONTAL U.N.O. UNLESS NOTED �
<br /> iHTT5KT 26-*SD#10x2�/x sSB4'a'k24 Fasteners and hardware n contact with pressure treated wood shall be hot-dipped zinc-coated galvanized. CONT CONTINUOUS MAX MAXIMUM OTHERWISE in
<br /> WALL STUDS hR=All nails shall be"Standard Common"size perthe latest edition of the National Design Specification CTR CENTER MFG MANUFACTURED VERT VERTICAL N W N
<br /> OCS16 22-10d N/A 13"Min End Length,See detail CSH 2x HF#2 for Wood Construction(NW)u.n.o. DBL DOUBLE MIN w a.
<br /> ENGINEERED WOOD shall meet the following minimum properties: M w/ WITH
<br /> FKILDOWNS See the HOLW OVER SCHEDULE. DET DETAIL o/ OVER w/o WITHOUT
<br /> (2)iC516 22-10d N/A 13"Min End Length,See detail CSH Callou E x 106(psi) FkSp51 Fc par Fc cent(psi) )=v(psj) See applicable detail(s): HDN HOC E.E. EACH END oc ON CENTER W.W.F.WELDED WIRE FABRIC = 0
<br /> GUS 1.8E 2400 1650 650 240 F-- OU
<br /> POST CAPS Provide a post cap on Isolated columns that most nearly matches the actual member slze(s) v H
<br /> All cantilevered and multi-span glue-laminated beams(GIB)shall be V8 unless noted otherwise, U.N.O. Each connection shall have a minimum of(3)10d to the post and(3)10d to the beam.
<br /> y DESIGN CRITERIA F
<br /> additional) cantilevered beams shall have zero camber. �)�,£Model numbers will be specified on the plans for conditions that require more than minimum
<br /> 24F-V4 shall be cambered with a 3500'radius u.n.o. capacity,otherwise see CONNECTIONS.When a hanger is not specified on the plans,use any size specific to Ln
<br /> LVL 2.0E 3100 3000 750 285 model number that fits that member.Nways use MAX NAILING.Hanger to match member size.Notching or Governing Soda 18 IBC Risk Category II CM 3
<br /> LSL 1.55E 1900 2050 900 310 shimming of beam not allowed unless specified.
<br /> PSL 2.2E 2900 2900 625 290 JOBSITE SAFETY Sound Structural Solutions Inc has not been retained or compensated to provide design Wind Demon Data p 3
<br /> Engineered wood products shall be protected from moisture to preserve their structural integrity. and/or construction review services related to the contractor's safety precautions or to means,methods, Basic Wind Speed(3 sec gust)mph 98 Internal Pressure Coefficient+J- 0.18
<br /> Provide temporary bracing to avoid permanent deflections resulting from drying under construction techniques,sequences or procedures for the contractor to perform their work.The undertaking of periodic site Surface Roughness B Topographic Factor 1.00
<br /> dead loads. visits by the ENGINEER shall not be construed as supervision of actual construction and not make him responsible Wand Exposure Category B Ground Elevation Factor, 0.99
<br /> TRUSS 6 Manufactured trusses are a deferred submittal Item designed per CODE section 2303.4 and shall for providing a safe place for the performance of work by the contractor,subcontractors,suppliers or their Earthquake Design Data o1
<br /> be designed for all loads and load combinations per the QQM All connections per manufacturer,u.n.o. employees,or for access,visits,use work,travel,or occupancy by any person. C
<br /> If truss layout Is changed by manufacturer,please notify this office.For trusses over walls,if header is not Seismic Importance Factor I 1.00 Seismic Force Resisting System Table 12.2-1: A-15 0)
<br /> OWNERSHIP OF DOCLI14ENTS These drawings and calculations are the intellectual property of Sound Structural Site ClassiFlcation D 2016
<br /> r 1,d si o a o r Equiv.Lateral Force Procedure LnSolutions Inc.These drawings may not be used In whole a in part by any person without permission of Sound1.The trusses designed by a professional engineer licensed in the state of Washington. Short Period Acceleration S 1.371 Response Modification Factor,R 6.5 TransverseStructural Solutions Inc.11.The truss n and calculations should bear the seal and signature of the engineer 1-Second Acceleration S 0.487 6.5 LongdudnalMISCELLANEOUS The contractor shall verify dimensions and conditions atjob site.The contractor shall performing th Seismic Design Category D Selsmlc Response CcefflcierR,C, 0.169 Transverseprovide temporary bracing as required until all permanent connections and stiffenings have been Installed.Ili.The truss uld be reviewed(or conformance with the approved construction drawings and S ectral Res Dose Coefflclen S 1.097 0.169 Lnngtudutal
<br /> referenced bues,and approved for constructlon by the designer-of-record for the approved Do not scale drawings. Pre-fabricated items to be handled and installed per manufacturer's recommendations. S ectral Res onse Coefficien S 0.589 Seismic Base Shear,V 11472 Ibs
<br /> drawings,prication and erection. Gravity Load Data
<br /> See applica e
<br /> Trusses which require drag forces shall be designed for a drag force of: Roof; loads are psf
<br /> Indicated on the plan Dead Live Snow tlF AN�F9
<br /> OVER-FRAM IIJG Unless noted otherwise by truss manufacturer,werframe with 2x4 rafters @ 24"oc. Trusses(pitched)
<br /> Post down w/2x4 @ 48"oc,staggered. Brace posts over V-0"tall perpendicular to wide face. -Pitches s 8:12
<br /> y
<br /> WALL IRA MBNG&BFA RING Walls shall be 2x studs at 16"oc max with double 2x top plate,and 2x base Top Chord 10 0 25
<br /> plate(exterior walls shall be 2x6 u.n.o.&interior walls shall be 20 u.n.o.). Bottom Chord 5 0 0
<br /> Block all supports solid to the foundation. 56 8 �cQ'
<br /> See applicable detail(s): BHS TPS Floors: loads
<br /> load uerere psf Snow
<br /> rBa FSS�MA�ENG\�G�yoDA
<br /> BEAM PENETRAA Allowable beam penetrations shall be made in the middle third of the span and the s
<br /> middle third of the.depth.Contact this office for any penetration outside the allowable area. Joists 12 40 0
<br /> See applicable detail(s): BP POP
<br /> Notes apply as called out in table above.
<br /> 5 Joists of sawn lumber or wood I-Joists. This space reserved for
<br /> Assumed Sol Data governing jurisdiction stamps
<br /> Allowable Soil Bearing 2000 0
<br /> ORIGIN DATE: 11/17/2022
<br /> REVISED:Qf 3/6/2024
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