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<br /> FLOOR FRAMING PLAN NOTES
<br /> i. Four Sheathing 11. ar—_naang 0141 Illh 1119 dimension perpendicularSheathing
<br /> to all Framing mos'. nd_mg'd A I,'.
<br /> and B1-ckm9bak—with dh-iv— Sheathing to
<br /> Frarringwitho 131"ox 2Y,"Nails or Simpson Mva,g#y' �ma.s as foa_
<br /> �ranrm�g',Edges 1 6"ocl
<br /> "ehI 00 (5
<br /> Boundaries Blocking bilock,mg,bly-LIS 6-00
<br /> S09 At areas Intilbalsol a,Blocked 0,.phrgn,provide 2x Flat Blocking(Per General Sln.ctond N-si at all Link—Sh..lmng Pan.,
<br /> Edges Fasten Sheathing to Framing and Blocking vith 0.131-0 x 2)4'N.iisorSirnips-WSV49x2,Y2'sc,ev,saa foil,,va: w
<br /> Framing,Edges 4hoc (D
<br /> PI-6 Framing geld <
<br /> muncarres,blocking,Struts Z
<br /> —WALL SHTG See Dfa,ing,for other Sheathing Na ling requirements.CONT.THRU hWALLSHTG <j _0
<br /> C RNER I CONT.THRU 2 Floor Framing shall be as Ind—led on plan Roper to General Structural Notes for other require,,,%.
<br /> I lu"],K z
<br /> C S —I —wl
<br /> BE
<br /> CS16X3'-O' ROOF FRAMING P NOTES: z
<br /> Roof
<br /> _F ��
<br /> BEAM TO 3. . h.�:r PLAN 6"hibI1an.lBP.nR.Iing211f31.Fasten h-thinge,Framing with 0,131"0, _"N,j1,asfi:JJd,,s 0
<br /> PLATE BEAM TO Ek 0
<br /> PLATE
<br /> LOW ROOF
<br /> TRUSSES w
<br /> At Unframed Panel Edge,Provide PSCA Framing Clips centered between sach Framing Member.See Drawings for other
<br /> @ 24"oC Sheathing Nathngequirements,
<br /> ZZ
<br /> 'lo- TFIUSSE'�' At areasnidli-ed as,Blocked Diaphragm,Provide 2x Flat Blocking(per Gen..]Smoclu,al N,Msj at all Unnamed!Sheathing Panel uj
<br /> Z4'.c on Edges.Fasten Sheathing to Framing and Bldcking with 0.131'0,2Y,�'N,ils as, I ws.
<br /> w to to
<br /> of Ed
<br /> 1 'a CD
<br /> -
<br /> HHUSD.50110— 0— 9 FF,!m.ngl2ld
<br /> HHUS5.50/10 z 04-
<br /> C-LB PER SU4
<br /> GLB PER SO4 See Urawingtj for other Sheathing Naillog reqUIreantS,
<br /> fl. . . . . . .
<br /> 4. Root Framing snail be as,ndicaned on plan.Refer to GaAs, I corral Notes.
<br /> w r16 5. Trusses marked Strut shall be des
<br /> ovvAut
<br /> ALL FRAMING OR HARDWARE "I nJcatetl loads and connecuons
<br /> !V9 6. Overfr i�Wlbefsshalfbe2>4@24"ocpost�doll,il,,,,I)faiingb��w/2x4@48'oc staggered rasmo—tedbyth, I,
<br /> HL'I'F=IVIIG OR Z
<br /> OR
<br /> T.RE.�1NUN0"l-'1A`NGED NOT SHOWN OR SPECIFIED IIITruss Manufacturer
<br /> TO REMAIN UNCHANGED 7, Provide s,fid Flat Blocking at all Valleys.Fasten Sheathing to Blocking in accOmencs,with Not,3. < >
<br /> _j w
<br /> Provide H2.5A Clip each side or TLOK6 Screv,each ply at 2-ply or greater G,rdw Truss ends.typ, a. U-
<br /> V> WALL FRAMING PLAN NOTES, —j
<br /> I. Inderjol mile shall be Shear type Pj�Ath 2,13 SEde @ 16"oc.�-- -
<br /> 4x1U --,A- no" [L
<br /> d? I,,Walls shall be 2x4 Studs @ 16",c,
<br /> PI-6
<br /> Where adj.-.1 Shear Walls are contact,nalf,roods together per 31SO6.Sao 11SO6 for special stud'",-mems,at Slier,Wall
<br /> P1-3,Pl-2r and P2-2 z
<br /> 10 Headers shall be 4x6 u o n.See Detail 131SOS, Lu 0
<br /> —————— ——- Bog Q— <
<br /> 11 Built-tip BI-Groups In Wells s,pponing Beam,Posts ar Gird,,Trusses above snail be(2)Sr—,mo-See G-1 Structural0
<br /> Notes IOF fastening recommence. 11f
<br /> 12. See 1 Q/S06 for Simpson to USP h.rd..re conversion table LL
<br /> G,�RAGE OPTION Ei-i LEGEND
<br /> EXTENDED GARAGE OPTION ELEV.'B' 'J;� DETAIL C.l-L,OU1
<br /> F—P-1X I SHEAR WALL BELOW PER SCHEDULE OF 11S06
<br /> do
<br /> do
<br /> BEARING OR SHEAR WALL BELOW
<br /> gRF
<br /> BEARING OR SHEAR WALL ABOVE
<br /> IF) FLUSH FRAMED(BOTTOM FLUSH W1 BOTTOM OF FRAMING)
<br /> POST BELOW
<br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE w
<br /> HOR HEADER PER PLAN NOTE 10
<br /> 0 1 2 4 8 16 SO4.1 B
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