|
A
<br /> SHEARWALL SCHEDULE swup GENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NOTES continued PLAN INSTRUCTIONS
<br /> Notes apply as called out in table below. CODE All conditions,materials and construction shall conform to the code specified in the DESIGN CRITERIA,or WOOp sTRtICRRAL PANELS shall meet the performance standards of the"APA"DOC PSI and P52 for their READ THIS FIRST
<br /> 1 Anchor belts embedded at least 7",or expansion anchors embedded at least 4".See detail SW& other codes required by the governing jurisdiction. intended applicetion(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 7-10dx11/2" PROTBCi10N Through maintenance and current best practices,provide a building envelope that will preserve SHEAowe n i cc 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 9-106d'A"nails(maximum nailing). the integrity of the structure throughout its lifetime. designation refers to the Shearwall 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 toe nails @ 8"oc for xA35. INSPECrIOr6 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 d <designations a&b refer to specific conditions. For gable-end roof S Bearing capacity of soil shall be per DESIGN CRITERIA or greater. Footing shall bear on solid undisturbed designations may be present Wall Line numbers,shown inside triangles,refer to corresponding
<br /> connections see detail SW& level ad[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 /> S F
<br /> See detail SW . specific information.
<br /> 6 Abutting panel edges require a 2-2x(lamination connection same as WALL 845E 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 I6"oc,u.n.o.See
<br /> 7 See detail DSW. 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 /> 8 The plate washer shall extend to within 1/2"of the edge of the bottom plate that receives the sheathing or rim. 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 A SSS Number:
<br /> At double-sided shearwalls,stagger on both plate edges. BACKFILL shall be free drains and without organic material and debris from one of the follow) soil I DETAllS and PLANS will often refer to GENERAL STRl1CTURAL NOTES and SCHEDULES for more 52403007
<br /> n9 9 n9 nails past flush. Install squash blocks under the ends of all shearwalls where the framing below does not ILII specific information.
<br /> classes SM-SC,SM,SP,SW,GC,GM,GP,and GIN. provide full bearing.Construct cripple walls same as the shearwall above,and gable-ends same as the
<br /> SHEAR FLOW CONNECTIONS/SPACING SW WALL SHEATHING HOIINDATIONS AND RETAINING WALLS Extend footings to undisturbed bearing soil. Do not backfill until all shearwall below. DETAILS Project Name:
<br /> slabs and/or horizontal diaphragms are constructed,otherwise provide temporary bracing to resist movement Rated sheathing: PLANS will often refer to GENERAL STRUC-rURAL NOTES,SCHEDULES and DETAILS for more 60'Pratt Duplex
<br /> FLOOR-TO- g: ILII
<br /> SILL - ROOF-TO- WALL 845E PLATE CALL CALL SHEATHING EDGE See applicable detail(s):FIG specific information.
<br /> SILL&WALL 7/16"OSB rated with a 24/16 span rating.
<br /> FOUNDATION 1,2 WALL 4 S OUT OUT THICKNESS NAILS
<br /> 3 SILL PLATE Use pressure treated 2x plates u.n.o. Embed anchor buts at least T'(1/2"4 xTiten-HD w/ 1/2"CD with a 32/36 span rating. PLANS
<br /> 4"min embed). Use 3`0'k0.229"washers.There shall be a minimum of two bob piece spaced not
<br /> s/8"0 @ 6O'oc or xA35 @ xHl @ lls p See applicable detail(s): SWE See the SYMBOL LEGEND as well as AOREVJAT101'LS AND ACRONYMS for other additional Owner:
<br /> 16d @ 10"oc A 6 7/16" ad @ 6"a feet apart,with one bolt located not more than 12"or less than 4"from each end of each piece.
<br /> t/x"0 60"oc 48"oc 3a 24"oc 4a ROOF DIAPHRAGM Install either OSB or CD sheathing: Information used on the PLATS.The term,TYPICAL(or TYP),used with a detail pllout or plan note,
<br /> Cl!n'Nr'?G!E fc=3000 psi minimum for environmental exposure(2500 psi used In structural design,or 7/16"OSB rated sheathing with a 24/16 span rating; indicates that the information specified shall apply in all similar conditions. KLP,Inc
<br /> %"0 @ 60"oc or xA35 @ xLS50 @ 16d @ 6"m B 4 7/16" ad @ 4"oc 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 /> V2"0 40"m 24"a 36"m 4b 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 AEA NY QUES77ONS OR CONCERNS CONTACT USIMMEOIATELY.y
<br /> %"0 @ 32'oc or xA35 @ xLS50 @ prevented through proper handling and placement Use 8'x 4'panels with long dimenslon perpendicular across supporting framing.Stagger panel rows We can be reached immediately by phone: (425)778-1023
<br /> t 16'. 16'.4b lfhd @ 3"oc C 3 7/16"6 Bd @ 3"m REINNDIimG STEEL#4 bars and larger shall be trade 60 deformed bars,and#3 bars shall be half the to dimension. Nail all boundaries and supported edges with 8d @ 6"oc and interior supports with For less pressing questions,email us: inbox@ssseng.eom Project Location:
<br /> /2"0 24"oc 6 n9
<br /> Grade 40(u.n.o.),in accordance with ASTM A-615.Lap splices 32 bar diametars u.n.o.Welded ad @ 12"a,blocking not required u.n.o. Please het%"0 @ 16'm or xA35 @ xLS50 @ 7/16^both pus get to your plans by having this job number handy: s2403007 1606 106th PI SE,
<br /> I6d @ 2"a Bd @ 3"oc wire fabric shall conform to ASTM A-185 and shall be 6x6-W1.4XW1.4. Lap one full mesh at splices. ROOFTOP DOCK DIAPHRAGM Install minimum
<br /> t/z" 12"oc 8 8"oc 8-oc 4b 3 sides 6,� Everett,WA
<br /> CLEAR COVER 3"clr when cast against Earth and 2"dr 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 DRAM Footing drainage per Building Cade section 1805.4.2&Residential Code section the long dimension. Gm and nail all boundaries and supported edges with 10d @ 6"oc and interior Design Professional:
<br /> 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 /> H O L DOW N SCHEDULE
<br /> WOOD FRAMING in contact with concrete a masonry,or exposed to weather,shall be pressure treated. FLOOR DIAPHRAGM 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 Faldrywn embedment Into the foundation wall. BLW BELOW E. EACH READ REINFORCEMENT
<br /> COMECIORS AND iA578ER5 Fasteners,including nuts curd washers,and connectors in corhtact Use B'x 4'panels with long dimension perpendicular across supporting framing. Stagger panel rows half
<br /> See Detail MHE BLK BLOCK E.N. EDGE MBE NAILING READ 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 BLKG BLOCKING EMBED EMBEDMENT SCHED SCHEDULE
<br /> 3 FOUNDATION ANCHOR may be extended with threaded rod and coupler as required. EXCEPTION:Plain carbon steel fasteners,Including nuts and washers,In SB(/DOT and zinc borate supports with 10d @ 12"oc,blacking not required u.n.o. EXIST L7(6TI1G SIM SIMILAR
<br /> 4 Provide the minimum embedment and edge distances specified by the manufacturer. preservative treated wood in an interior,dry errvmonment shall be permitted. COLLECTORS Diaphragm B.N. BOUNDARY NAILING EXIs shall be nailed continuously to rims,drag struts,drag trusses and other collector BTM BOTTOM EXIFDN FOUNDATION STD STANDARD
<br /> S Attach to(2)2x studs minimum(lamination connection same as WALL BASE PLATE;stagger nails),u.n.o. SOLID SAWN LU4BEIt shall meet the following minimum grades(u.n.o.)conforming to"WWPA GRADING elements at boundary spacing,u.n.o.
<br /> 6 See detail NON for installation. RULES FOR WESTERN LUMBER",latest edition: See applicable detail(s): DTC CS ERG BEARING FLR FLOOR STRUCT STRUCTURAL
<br /> BIWN BETWEEN FRMG FRAMING SW SHEARWALL N
<br /> HOEDOWN/STRAP FOUNL34TION BEAMS.PasTs.RAtmRs,]oar CON ECTIONS and fasteners shall be per COOS Table 2304.10.1 u.n.o.The symbol,"x",indicates a hardware v1
<br /> FASTENERS S COMMENTS CIR CLEAR FTG FOOTING THRU THROUGH Z �
<br /> I,2,4,6 ANCHOR 1 3,4,6 6X and wider DF#1 connector from the most current Simpson Strong-Tie Catalog. Hardware with equlvllent or greater capacities O
<br /> CLTR COLLECTORG.T. GIRDER TRUSS T.R. THREADED ROD
<br /> 4% DF#2 from other manufacturers may be substituted,example you can use 115P's Dual Specification Chart to make an H o0
<br /> *STHD14/14RJ 30-16dsinker WA CONIC CONCRETE GR GRADE TyP TYPICAL
<br /> 2x 10 and greater DF#2 equivilent or greater capacity selection. Install per the manufacturer instructions. COfMN CONNECTION HOR1Z HORIZONTAL U.N.O. UNLESS NOTED
<br /> 2x 8 and smaller HF#2 J
<br /> *HTT5KT 26-*SD#10x21/2 xSBi'V4 Fasteners and hardware in contact with pressure treated wood shall be hot-dipped zinc-coated galvanized. CONT CONTINUOUS MAX MAXIMUM OTHERWISE C=:) Ln
<br /> WALL SUDS TRAILS All nails shall be"Standard Common"size per the latest edition of the National Design Specification CTR CENTER MFG MANUFACTURED VFRT VERTICAL rn N
<br /> *CS16 22-10d N/A 13"Min End Length,See detail CSH 2x HF#2 for Wood Construction INDS)u.n.o. DEL DOUBLE MIN MINIMUM w/ WITH
<br /> EIGQ�RIl)WOOD shall meet the following minimum properties: HOLDOWfS See the HOLDOWN SCHEDULE DIET DETAIL o/ OVER w/o wnmw
<br /> (2)*CS16 I 22.10d WA 13'Min End Length,See detail CS H Callout E x 106(psi) Fib(psi) Fc tar(psi) Fc cero(psi) Fy,(psi) See applicable details: MON HOC = E
<br /> O E.E. EACH END oc ON CENTER W.W.F. WELDED WIRE FABRIC
<br /> LSL 1.55E 1900 2050 900 310 F— Ou
<br /> POST CA Provide a post capon isolated columns that most nearly matches the actual member size(s) V
<br /> PSL 2.2E 2900 2900 625 290 U.N.O. Each connection shall have a minimum of(3)10d to the post and(3)10d to the beam. m
<br /> Cie Engineered wood products shall be protected from moisture to preserve their structural integrity. nett Model numbers will be specified on the plans for conditions that require more than minimum DESIGN CRITERIA I-- Q)
<br /> Provide temporary bracing to avoid permanent deflections resulting from drying under constnxtlon rapacity,otherwise see CONNECTIONS.When a hanger is not specified on the plans,use any size specific to W
<br /> dead loads. model number that fits that member.Always use MAX NAILING Hanger to match member size.Notching or Governing Code 18 IBC Risk Category II
<br /> I-- Connect I-joist to plate using one IOd(0.131'x 3")nail on each side of bottom flange;drive nails shimming of beam not allowed unless specified. 3
<br /> at an agle at least 1 1/2"from end.Connect 1 1/4"LSL rim to I-joists with one Slid(0.131"x 3")nail into IOgSyTE SAFETY Sound Structural Solutions Inc has not been retained or compensated to provide design Wind Design Data p
<br /> tap and bottom flange. Full-depth blocking between joists wet shearwalls shall be 1 1/4"min LSL. and/or construction review services related to the contractor's safety precautions or to means,methods, Basic Wind Speed(3 sec mph 98 11ritearnal Pressure Coef kieM+/- 0.18
<br /> MUM Manufactured trusses are a defamed submittal item designed per CODE section 2303.4 and shall techniques,sequences or procedures for the contractor to perform their work.The undertaking of periodic site ISurface Roughness B Topographic Factor 1.00
<br /> be designed for all loads and load combinations per the CM All connections per manufacturer,u.n.o. visits by the ENGINEER shall not be construed as supervision of actual construction and not make him responsible 1WInd Exposure Category B Ground Elevation Factor 0.99
<br /> I truss layout is changed by manufacturer,please notify this office.For trusses over walls,if header is not for providing a safe place for the performance of work by the contactor,subcontractors,suppliers or their Earthquake Design Data 0)
<br /> specified over openings,design truss to span over it employees,a for access,visits,use work,travel,or occupancy by any person O
<br /> Seismic Ion rtance Factor T 1.00 Seismic Force Restating System Table 12 2-1:A-15 �1 I.The trusses should be designed by a professional engineer licensed in the state of Washington. OWNERSHIP OF DOCUMENTS These drawings and calculations are the intellectual propertyof Sound Structural Site Classification D 2016 Equiv.Lateral Force Procedure
<br /> ki.The truss construction and calculations should bear the seal and signature of the engineer Solutions Inc.These drawings may not be used in whole or in part by any person without permission of Sound '^
<br /> performing the design. Structural Solutions Inc. Short Period Acceleration S 1.402 Response Modification Factor,R 6.5 Transverse
<br /> III.The truss design should be reviewed for conformance with the approved construction drawings and 1-Second Acceleration S 0.5 6.5 Lshgtudehal x
<br /> PP 9sLAIE&7§The contractor shall verify dimensions and conditions at job site.The contractor shall O
<br /> referenced building codes,and approved for construction by the designer-of-record for the approved provide temporary bracing as required until all permanent connections and stffenings have been installed. Seismic Design Category D Seismic Response Coef ideM,C. 0.173 Transverse -p
<br /> drawings,prior to fabriration and erection. Do not scale drawings. Pre-fabricated items to be handled and installed per manufacturer's recommendations.
<br /> Spectral Res me Coefficie 5 1.122 M173 Lurgtuduml c
<br /> See applicabledetail(s):(E8 Spectral Response Coefficient,So, 0.600 Seismic Base Shear,V 22136 Ibs
<br /> Trusses which require drag forces shall be designed for a drag force of: _Gravity Load Data
<br /> Indicated on the plan
<br /> OVER-FRAMING Unless rated otherwise by truss manufacturer,overframe with 2x4 rafters @ 24"oc. Roof: loads are psf aN (IN
<br /> 0
<br /> Post down w/2x4 @ 48"a,staggered. Brace poets over 6-0"tall perpendicular to wide face. Dead Uwe Snow
<br /> WALL FRAMING&BEARING Walls shall be 2x studs at 16"a max with double 2x top plate,and 2x base Trusses(pitched) R eti4, l
<br /> plate(exterior walls shall be 2x6 u.n.o.&interior walls shall be 2x4 u.n.o.). •Pitclhes s 8:12
<br /> Party walls shall be parallel walls with a 1"gap between.Each wall shall be framed with 2x4 studs at I6"a Top Chord 10 0 25
<br /> max with double 2x top plate,and 2x base plate. Bottom Chord 5 0 0 -e s �
<br /> Block all supports solid to the foundation. 90� AL
<br /> 55308 fie„ rA
<br /> See applicable detail(s): BNS TIPS Dead
<br /> Dead loads psf Snow rs fSSONAI
<br /> Full cavity blocks shall be required where party walls intersect exterior walls. Jolstas 12 40 0 a�
<br /> See applicable detail(s): EPI
<br /> BEAM PE ETRATi0F6 Allowable beam penetations shall be made In the middle third of the span and the Docks: bads are psf
<br /> middle third of the depth.Contact this office for any penetration outside the allowable area. Q11" live Snow This space reserved for
<br /> See applicable detail(s): BP POF Jdstss 20 60 25 governing jurisdiction stamps
<br /> Notes apply as mlled out In table above.
<br /> S]olstr of sawn lumber or wood 1-joists.
<br /> Assumed Sal Data
<br /> Allowable Soil Bearing 2DOO pdl
<br /> ORIGIN DATE: 8/16/2022
<br /> REVISED:02 4/4/2024h
<br /> silo
<br />
|