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<br /> FLOOR FRAMING PLAN NOTES:
<br /> 1. Floo tel Spent Rating 48/24)with long dimension perp-dilu.1t to
<br /> allSheathing hot be thick TIM a, C"'for'i'Q to ' ceptin osuppiTM-7�15�_61heath—ing
<br /> Framing Members , Blocking look-with adhesive A.P.A.Specali AFG-01.Fast..Sheathing to
<br /> Framing with 0.131"0 x Vj'fsads or Sampson WSV#9,2Y2"screws as follows,
<br /> Framing,Edges 6.C Framing, 1
<br /> Fi 10 onoc
<br /> Boundaries,blocking,Struts 6"oc LL
<br /> At.,...,.d,b..d..Blocked O,.phog.T-0o 2x Flat (per General lal Stnuctural Notes,at all Unframed StoathIng Panel
<br /> 11'ranning,Edges 1 4"0C
<br /> Edges. son Sheath ing to Framing and Blocking with 0.131'0 x Zk"Nails or Simpson WSV#94Y,"straws _r.6 as follows. LLJ
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<br /> 18oundaries,Blocking,Struts
<br /> So.Drawings I., the,Sheath g Nailing requirements
<br /> 'LL SHf6 -WALL SHTG
<br /> CONT.THRU CO g s equirements.CONT.THRU 2. Floor Framinhall be as Indicated on plan.Refer to General Structural Notes for other r z
<br /> ------ CORNER- COR CORNER ROOF FRAMING PLAN NOTES: z
<br /> (2)CS16x3'-0"-— Fart 6i 7,0rThick(Panel Span k_at T4_iFg 716j Fasten Sheathing to Framing wll,i 0 13,"'0 Nails as follows. 0 0
<br /> BEAM TO EA. Edges I'L,i E' Framing,
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<br /> PLATE
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<br /> LOW ROOF 1,I'locking,Struts169'oc
<br /> L; III r12 15oundane B Uj
<br /> ill TRUSSES At Unismad Panel Edge de PSCA Framing Clips centered bi,tween,ach Framing Member SeaD—ing,fi—d... J
<br /> S�0896'I@ 24oc Sheathing Nailing requiram
<br /> LD At areas indicated as Blocked Diaphragm provide 2x Flat Bli,cl,ing iper General Structural Notes at all Lonamou 81-111mg Penal LLJ
<br /> TRUSSES
<br /> @ 24".,, Edges.Fasten Sheathing to Framing and Blocking with 0131 O x 2Y,,"Nails a,follow,
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<br /> lFraming,Edges -T--,V7.—Cj
<br /> Field 12"oc
<br /> 0Framing,HHUS5.501110 I z Boundaries Blocking
<br /> Struts oc
<br /> Bw Sea Drawings for other Sheathing Nailing requirements.
<br /> Roof Frothing shall be as indicated on plan.Refer to General Structural Notes.
<br /> GLB PER�U4 GIL PER SO4
<br /> 5. T,usseenorked Strut shell be d,sig,od to accommodate th-rd,cated loads and connections,
<br /> 09 LL:'ALL FRAMING O� z 0
<br /> Uk ALL FRAMING OR HARDWARE J. O,,r1rM..nq Members shall be 2�4 @ 24' own her,ung below./2. staggered se by the LL1
<br /> -L NOTSHOWN OR SPECIFIED Truss Manufacturer.T SHOWN 1111',1'1-C"� � I
<br /> NUNi' F" 0 < >
<br /> NOT SHOWN
<br /> HANG 1) TO REMAIN UNCHANGED 7 P do solid Flat Blocking at oil Valleys.Fasten Breathing 10 8ikog,,,accordance ,in N _j
<br /> 8. Provide H2.5A Clip each side or TLOK6 Scres,each ply at 2-ply of greater Girder Truss and,typ 0 LL
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<br /> ti+ WALL FRAMING PLAN NOTES: >_ I
<br /> 9. E,terior Walls shall be Shear Wall tylpe-FT:ff—mth uxis-ETwid—s U_ 0
<br /> -Lit— �47 intend,Walls shall be 2,4 Studs @ 16"o,,
<br /> Wadjacent Shear Walls ineur,contact,hall auto together pe,3/S06.Sao 1r,06forsped,al sttinequirements,in Sneer Wall Z
<br /> _J lyPesP1d3,Pl-2 ardP2-2 0� — z
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<br /> 10. Heaceis shall be 4,6,u.o t So,Detail 13/S06 —
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<br /> 11 Built-up Sold Gmupsm Walls s,pporknig Beams.Posts or Girder Trusses above shall be(2)Studs,ud.r, See General Structure
<br /> Notes for fastening requirements
<br /> 12. See 1 Q/S06 for Sampson to USP hardware conversion bible LL LO
<br /> OPTION ELL—V A. EXTENDED GARAGE OPTION ELEV. LEGEND
<br /> 3
<br /> -1;)" DETAIL CALL-OUT
<br /> SHEAR WALL BELOW PER SCHEDULE OF 11SO6
<br /> x
<br /> by
<br /> by
<br /> F_ I BEARING OR SHEAR WALL BELCIV
<br /> BEARING OR SHEAR WALL ABOVm 0.
<br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING)
<br /> POST BELOW >
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<br /> PT.LD. BLOCK THRU FLOOR FOR POST ROVE
<br /> HDR HEADER PER PLAN NOTE 10
<br /> 0 1 2 4 8 16 SO4.1
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