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<br /> FLOOR FRAMING PLAN NOTES:
<br /> 1 Penn,Sheathing shall be.'thick T&G(Panel SpaRating
<br /> a hg 4 1 )witt long d"""
<br /> 4 ' P.to all Framing Members and Blocking below with adhesive conforming to AA P .Specr�ficafiorM.0 AFG-01.Faster,Sheintung to
<br /> Framing,,in 0.131"0,ZY"Nails or Simpson WSV#9x2Y`screws as follow. M
<br /> US' --g Field # 00 (D
<br /> Boundaries,
<br /> Blocking,Struts 6"oc LL
<br /> 11 Al e.iin,
<br /> S" S09 gas indicated as Blocked 0 provide 2x Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panal LU
<br /> 'g to Framing and Blocking with 0.131-0 2.Y,"Nails or Simpson WSV*94Y2"scraws as follows,Ed Fasten Sheathing
<br /> IFr,ming,Edges 'oe 0
<br /> L Field Uj* <
<br /> L 4.o.
<br /> Se.G.wi,!II,undan.,,Ell.ikingj,Ste <
<br /> AL its for other Sheathing Nailing requirements.
<br /> WALL SHTG WALL SHTG 0
<br /> r'.NT THRLI C NT THRU 2. Floor Framing shall be asurialcated on plan.Refer to General Si—tilral Notes for other requ-ments. z I
<br /> CORNER 1-6
<br /> —Dni �M ROOF FRAMING PLAN NOTES: 0 z
<br /> (2)CS16x3'-O"- 3. Roof Sheathing shall be Vj,thlck(Panel Span Rating 24
<br /> l3EIkV'T')rP BEAM TO EA. Framing,
<br /> 7,_,ing,�_dge, 1 6"001!,._ .F'.L
<br /> PL,1rE PLATE
<br /> LOW ROOF Boundaries,Blocking,Struts 1 6--1 >�12 0 TRUSSES At Unframed Panel Edges,provide PSCA Framing Clips centered between each Framing Member.See Drawings for other Uj It[
<br /> @ 24!'oc Sheathing Nailing requirements.
<br /> ILLJ
<br /> OLu to At areas indicated as Blocked Diaphragm provide 2x Fiat Blockiny(per General Structural Notes)at ad Unframed Sheathing Panel
<br /> on Edges,Fasten Sheathing to Framing and Blocking with 0.131'0 Hall,as follows:
<br /> c, Framing.Edges 4o
<br /> Q i1 o Framing,Held 12"oc
<br /> HHUS5.50/10 I w a
<br /> Boundaries,131ocking,Struts 4"oc
<br /> Drawings for other Sheathing Nailing requirements.
<br /> _SjUB SO4 See
<br /> .PER Roof Framing shall be as indicated on can.Refer to General Sr,al Notes.
<br /> 6 Trusses marked Strut shall be designed to aCcornmodate the IdIlated loads and connect ors. LU
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<br /> ALL FRAMING C,11, "i", ALL FRAMING OR HARDWARE Members shell Overfeeming Membe shall be 2x4 Bit 24"oc posted down—naun fahling below w/2,4 @ 48 Ic staggered.o,as h6cated by It* Z
<br /> [:��OWN OR ISIECI'llEL, .l NOT SHOWN OR SPECIFIED Truss M.n .cluran. 0 < >
<br /> ILL
<br /> MAIN UN HANG TO REMAIN UNCHANGED
<br /> Provide solid Flat Blocking at all Valleys,Fasten Sheathing to Bloclungo,accordance with Not.3 LLJ_jI LL
<br /> B. Provide H2.5A Clip each side or TLOKS Screw each ply at 2-ply or greater Girder Truss and ty, 0 (
<br /> 0
<br /> III h _j
<br /> WALL FRAMING PLAN NOTES:
<br /> D. Extrintir Wall.Nhal be Shear Wall type P' with 2.6 Stud,@ 16'.c u...h. U_ 0
<br /> Interl.,Walls shall be 2x4 Studs @ 16'.c,�...r, L
<br /> areSea VS06 for spec al stud nequ,nements at Shea,Wait LL
<br /> types Pl-3.P1-2, ad P2-2. z
<br /> 10. Headers shall be 4x6, .o.n.See Debut 131SO6.
<br /> 11. Stilit-iip Stud Groups in Walls supporting Beams,Posts or G, above abo shalt be(2)Studs. —tu n,See General SIral
<br /> Not.far fibittinsigheakeirismants. L)
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<br /> 12. Sea 10/S06 for Simpson to USP hardware conversion table. L.L LO
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<br /> �ARA�_E-�)PTI IN EXTENDED GARAGE OPTION ELEV.'A' LEGEND
<br /> .—L CALL-OUT
<br /> R1--K SHEAR WALL BELOW PER SCHEDULE OF 1JS06
<br /> D03
<br /> 11 BEARING OR SHEAR WALL BELOW
<br /> BEARING OR SHEAR WALL ABOVE
<br /> IF) FLUSH FRAMED(BOTTOM FLUSH W1 BOTTOM OF FRAMING)
<br /> O
<br /> POST BELOW
<br /> PT.I.D. BLOCK THRU FLOOR FOR POST ABOVE
<br /> HDR HEADER PER PLAN NOTE 10
<br /> 0 1 2 4 6 SO4.1 A
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