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<br /> Lumber: SHEAR WALL_SCHEDULE "
<br /> All sill plates and other wood framing which is in contact with concrete or masonry must be -- - - --- -- - -- - "-- .-
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<br /> (Lumber for shear walls is HF=2 awl tter-unless otherwise noted.) turn v
<br /> pressure treated.For anchor bolts connecting wood sill plates to concrete or masonry,provide --.---- ----- - --- -- - -.---- — c< rn
<br /> galvanized steel washers on topof the sill,minimum size 3"s 3"x 1/4"thick 23.`
<br /> Edge Field A.B. A35 Shear ai
<br /> Where toenails arc used for stud wall construction,a minimum of(2)toenails at top and bottom c
<br /> of each stud shall be provide&Toenails shall be.16d nails driven at approximately a-45 degree Type Material Nailing Na1feng sizeSpacing Plate Nailing Plates .Spacing _Capacity' t; 2
<br /> angle,with a minimum of 1-112"of the nail shank shall be embedded in both the stud and the " " N u) 9G)
<br /> g SRrl 15/32" SP 8d @ 6 8d @ I_" I(?"qi @ 48" (2)16d @ 9" 2x 24'" Z�0 pit w o
<br /> plate.End nails driven the plate and into the stud end grain acarol permitted.Simpson o m
<br /> A34 clips at top.and bottom of each stud are permitted where correct toenailing is not provided. one side Ts Ill Na)
<br /> Unless noted otherwise,the following grades and species shall be used for structural lumber. SR'2 15/32"WSP 8d @ 4" 8r1@ 12" 1/2"0 @ 32" (2)16d @ 6" 2X_ 16" 350 plf E j (J'O
<br /> 2x joists Hem-Fir#2 ._._..._ one side tO
<br /> 2x,3x,and 4x studs DF/L standard for plywood or WSP shear walls SW3 15/32"WSP 10d.@ 3" 10d @ 12" 5/8"0 @ 24" (2)16d @ 4" 3x_ 12" 550 plf c'r
<br /> Hem-Fir standard for other walls ,- �
<br /> 4x and 6x beams DF-L#1 -.--. one Side tool m
<br /> Microllam LVL lumber LVL 1.9E,Fb=2600 psi,Fv=285 psi(minimums) SW3X 15/32"WSP 10d @ 2" 10d @ 12" 5/8"0 @ 24" 518"0 x 8" 3x_ 9" 710 pit- oc tO
<br /> Parallam lumber 2.0 WS,Fb=2900 psi,Fv.=290 psi(minimums) 0
<br /> Gin-lam lumber 24F-V4 or 24F-V8 as applicable : one side : Lao-@ 24"
<br /> Plywood Thickness,Grade,and Nailing For shear wall callouts on the Structural Framing Plans: SW x (y')denotes a shear wall type"s"with
<br /> Install plywood sheets with face grain perpendicular to framing.Stagger joints in adjacent sheets. a minimum length of"y"feet. _ CD
<br /> If not otherwise noted,use nailing.schedule,Table 2304.9.1of the SBC. - > th
<br /> -For SW3 and greater.studs,plates,and blocking where two WSP panels abet shall pace a minimum 3"nominal thickness.Double?x_ 0 'L co
<br /> Manufactured Trusses: .members may used for studs if the members are connected by plate nailing.Note lOd nails at WSP panel edges. ` Q Csi
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<br /> Manufactured Trusses specified on the plans are prefabricated products manufactured by a truss )FSP"refers to`Wood Structural Panel",either plywood or other wood materials. .' .t C)
<br /> manufacturer.The contractor shall submit shop drawings;.and stamped structural design. ---' "-' --` - ---- -- -- _
<br /> • roddedouble stud minknum at both ends of all shear walls. "0
<br /> calculations for review.Truss design and shop drawings shall include location and weight of all --- - - - ---- - - -- - -- ~ (s Q
<br /> equipment being supported by these trusses. •At the roof or top level of any shear wall,:'4 35 sparing',and all other reliant connector specifications,apply to assemblies at both the top Q = �,
<br /> and bottom of the shear wall At lower levels,apply to the bottom of the wail only.
<br /> Metal Framing Connectors: •Provide floor diaphragm edge nailing per diaphragm schedule through floor plywood into blocking,.parallel joist framing or top plates ,� "a
<br /> Unless otherwise noted: Metal framing connectors shall be manufactured by the Simpson (whichever applies)
<br /> es)pfall shear walls. _ s-
<br /> company,or approved equal. Unless noted otherwise,use U-series joist hangers to match joist --- -- _, -- - - ---- ---- - -- Ce) 0
<br /> size(e.g.,U210 for 2x10 joist). Provide HI or H2.o hurricane ties,or other connectors with •Provide3x_plates,and inn joists,minimum,where lag screw ate spc�Sedtor plate nailing /^�� `�
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<br /> similar rapacity,at every other roof joist,and H6 Sr H7 at ends of roof beams and girder trusses. •Where shear wall edge nails are spaced closer than 3"o.c.,or spaced 3"o.c.with.10d cads,foundation sill plates and all framing members
<br /> Where supported by wood posts,wood beams shall be.connected to the.tops of the posts using r red edge isei "ino¢om abmtin els shall not be less than a single lx member.
<br /> Simpson AC,PC or PCC post caps,and to the bottoms of the posts bearing on wood framing -- - - - —gam -- - --- - - - - - - --- -
<br /> using Simpson AC connectors. Where supported by perpendicular:beams,wood beams shall be • ovsde x or double 2s framing,where A35 angles are used on both sides of one piece efwood
<br /> connected by 11U-series face mount beam hangers. Provide Simpson PB post bases to connect •Where a shear wall terminates above the foundation level(no shear wall below),provide minium 4x blocking or double joist framing(as
<br /> posts to concrete foundations. app(icable)below the shear wall."&'Plate nailing per this schedule shalt be Waded into this blocking at the bottom of the shear wall.
<br /> •Shear wall nails shall be placed no closer than 378"from a panel edge or perpendin larface of stud
<br /> •:viacinntm spacing between nails shall not exceed 12".
<br /> •Shear wall nailing shalt be common or galvanized box nails,unless lag screws are noted Galvanized nails shall not be hot dipped or
<br /> tumbled.
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<br /> •Lag screw plate connectors shall penetrate 3.5"minimum,andplates or beams recessing lag screws shall have aminims=width of 3.5-,
<br /> •Where hold downs are specified the shear wall bolt shall be located within 6 inches of the end of the shear wall,unless otherwise approved
<br /> by the engineer of record Minimum end studs shall be as specified in the most recent Simpson catalog_ LU
<br /> •Shear wall edge rutdiQ,through shear wap sheathing cha0 be provided•into all surds attached to a hold down.
<br /> •Minimum depth of embedment for shear wall anchor bobs shall be as specified in IBC Table 19112 J z
<br /> •Plate nails shall be nailed into asold:wood rim joist -.. - .-.. J
<br /> plates may be substdedfor 3x_plates if panels are nailed with edge nailing directly to the rim joist LU Q
<br /> • shae 3x plates are used,(2)20d oommon nails must be used instead of(2)16d common nails to connectsmds to the bottom plate. Z
<br /> •Where Roof ventilation is required over a shear wall,see roof ventilation detail W U
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<br /> Diaphragm Schedule Clt
<br /> (Lumber for diaphragm construction is HF#2 or better-unless otherwise noted.) I—
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<br /> Type Material Edge Nailing Field Nailing Edge Blocking Remarks
<br /> Roof 15132 CDX 2410 8d @ 6"o.c,8d @ 12"o.c. no Minimum Standard
<br /> a,riy S.Apo, Floor 231"32 CDX 48124 8d @ 6 o.c.Sd @ 12"o.c ntnulno MiniStandard
<br /> e 0*vo.5 %s' Deck 23/32"CDX 48/24 Sd l 6"o.c.8d @ 12"o.c. no Minimum Standard•
<br /> ti ' ,_ -wSP"refers to Woad Stmctural Panel",either plywood or other wood materials.
<br /> •Rim.joists at exterior walls shalt be coatimrous for tension.At rim joist splice locations,provide(2)CS16 horizontal straps,mnimmm 24"
<br /> -✓')eu loan.centered on the splice.
<br /> O 9 2343: d, __.
<br /> 't Ler(ram_E�.0 here roof or tloor framing is cantilevered over an exterior wap below,provide solid blocking yeah naphragm edge nailing between oists...
<br /> s6./pHA`ECS •This is the minimum required diaphragn construction_Where otherwise notedon the plans,additional blocking or nailing maybe required.•
<br /> CD//c) 51 .1
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