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<br /> FLOOR FRAMING PLAN NOTES'
<br /> 1. Floor Sheathing shall be M."thick T a I Span_RatiFg_4dizNTw_1th long difinkers
<br /> & an perpendicular to Supports to all Framing Members and Blocking be,—..in dh.aco to A P.A.Specift-ii-AFGAI I Fee..Sh-Iffing to
<br /> Framing with 0.13 1"0 x 214"Nails or Simpson WSV#9x2)i'scnas follows 3:
<br /> 7 Framing,Edge 6110C
<br /> Framing,
<br /> "on;,29'Field 10 00
<br /> Boundaries,Blocking,Struts 5"oc U_
<br /> At...s indicated a,Blocked Diaphragm,F—kits 2,Flat Blocking(per General Structural Not,,)in all Unframed Sheathing Final LU
<br /> Edges.Fasten Sheathing to Framing and Blocking with U.13TO k 2,Y2"Nails of Simpson WSV#gx2Y2`screws as follows'.
<br /> IFraming (D
<br /> Framing,Field 10,0 <
<br /> IDEA 0�
<br /> • I Boundaries,Blocking,Struts 4-N <
<br /> WALL SHTG -WALL SH G gs 0
<br /> ��L Sea D—u!"k,r other Sheathing Nailing requirements,
<br /> CONT.THRU CONT.THRU 2 Floor Frenning shall be as indicated all pian.Refer to General Structural Notes for other requirements. z -
<br /> CORNER CORNER
<br /> ROOF FRAMING PLAN NOTES
<br /> 12)US _U (2)CS16x�0"- 1�_ -ling 24116).Fasten Sheathing to Framing with 0 131"0 2.K"N itfold0
<br /> BEAM T E4 BEAM TO EA.
<br /> 3 o5rgia0thIFTshkall be yk"thick iPassal Spa,RithIng 24116).F 0 EA_ Framing,Ed.. F-
<br /> PLATE 0 PLATEFraming,Field 1 12"Mo W <
<br /> LOW ROOF Boundaries,Blocking,S >r12 TRUSSES At Unframed Panel Edges,provide PSCA Framing Clips wntreu b....n each Framing Member.See Drawings I.,other
<br /> -T- LIJ
<br /> �_�Ikt "�O8 24"ok; Sheathing Nailvigneq.1raments
<br /> �- 56 LU jw�j� _LOW W LD At—ifensi—sed as Blocked Dilipfin.g.provide 2.Flat 31.6,rg(par G.n..i S—t-1 Notes)at all Unframed Sheathing Pilots o. TRUSS-:,
<br /> of a. Edges.Fasten Sheathing to Framing and Blocking with 0.131"0,ZV,"Nails as follows.
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<br /> 24",1. lFraming,Edges 7--4r'07c
<br /> HHUS-50i1 0 1 1 I HHUS5.50110 z Pounda hes,Blocking,Struts I
<br /> OILS P tul Sea Drawing.for other Sheathing Nailing requirement-,
<br /> GUBPER SO4 4� Roof Framing shah beasnAk,thed on plar.Refer to General Structural Notes. F-
<br /> 5. Trusses marked Shut Shall be designed to accommodate the indicated loads and con-cuons, LLI
<br /> G. Oefam,,g Members shall L.1.1.1,t"oc posted down to main framing below wl 2x4 @ 48"staggered,or as indicated by the Z
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<br /> OR HARDWARE ALL FRAMING OR HARDWARE Me LU
<br /> SHOWN
<br /> OR SPECAREL' NOT SHOWN OR SPECIFIED Tr... nkifitchure, 0 < >
<br /> UNCHANGED REMAIN 1 1 TO REMAIN UNCHANGEDIII T Provide solid Flat Blocking at.11 Vakleys�pairs,Sheathing to Blocking in accondancit With Not.3. W
<br /> 8. Provide H2 5A Clip each side or TLOK6 Screw each ply at 2-ply or gave,Girder Trusts and.,typ 0 CL LL
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<br /> WALL FRAMING PLAN NOTES: >_
<br /> 9. E,ten"W
<br /> o ".Ihsl 1hear We"0 16type P1-6 with 24 Studs @ 16'oc u un. CD I-_., .r.
<br /> rift.h.rWalls shall'be`2S4 Stud, oc,
<br /> P-6 Where aull—rit tear Walls aren,contit.,net Studs together p,,3uSQ6.See IIS06 for special stud requirements at Shear Wall
<br /> "sPl-3,PI-2 and P2-2 z
<br /> S110111,1131111 W 0
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<br /> 1. Built-up Stud Group—Walls Supporting Bearns Posts or Girder Trusses Shove Shall be(2)Studs uo., See General Structural C)
<br /> Notes for fattening requirements. M C)
<br /> 72. Sea 10/S06 for Simpson to USP hardware con,anuon table, LL Ln
<br /> 3-CAR GARAGE OPTION-ELEV EXTENDED GARAGE OPTION-ELEV.'B' LEGEND
<br /> Xx sx.xDETAIL C.L1_-.T
<br /> -------- rP SHEAR WALL BELOW PER SCHEDULE OF I/S06
<br /> BEARING OR SHEAR WALL BELOW
<br /> BEARING OR SHEAR WALL ABOVE
<br /> IF) FLUSH FRAMED(BOTTOM FLUSH W1 BOTTOM OF FRAMING)
<br /> I..BELOW
<br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE
<br /> HOR HEADER PER PLAN NOTE 10
<br /> 0 1 2 4 8 16 SO4.1 B
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