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N5 <br /> on <br /> on <br /> W rz <br /> 0 � zG <br /> LL,0 <br /> s w< <br /> a =_ <br /> o0 <br /> rem <br /> �gv <br /> z egg <br /> a <br /> it FLOOR FRAMING PLAN NOTES: <br /> /S�;i f S09 1:Floor Sheathing shall be W.an thick k. jPanel Span Rating 46124)wi,h long dimension perpendicu ar to supports.Glue Sheathing <br /> to all Framing Members antl Blocking below with adhesive conrurming la A.P.A.Speci(ca,ion AFG-01.Fasten Sheathing to F- <br /> - WALL SHTG P-6 Framing with 0,131"0 x 2y"Nails or Simpson WSV#9x2K"screws as follows: <br /> WALL SHTG - Framing,Edges 6"oc CD <br /> CONT.THRU Framin <br /> CONT.R CORNER g,Fi,Blooding <br /> 10"R cc <br /> CORNER y - I q2 Boundaries Blocking Struts 6'oc LL <br /> xs At areas d f tl as BIO k d D'ph g proVda 211111 Blade ng(per General Structural Nulesl at all Unlrarned Sheathing Panel 7 W <br /> Edges,F 1 Sheathing <br /> ng to <br /> Framing and Blocking with 0 131"0 x 24 Nails or Simpson WSV#5x2Yz'Screws as follows. L UI <br /> Framing,Edges 4 cc <br /> Q <br /> (2)CS16x3'-0"-- I (2)CS16x3'-O" I Framing,Field 10 ot, <br /> BEAM TO EA. BEAM TO EA. Boundaries,Blocking,Struts 4"oc Qr^ <br /> PLATE I I PLATE Sae Drawings for mhef Sheathing Nailing requirements. V <br /> P1- --'- 16 16 2. Floor Framing shall be as indicated on plan.Refer to General Structural Notes for other requirements. t <br /> S09 LOW ROOF S09 O Z <br /> ROOF FRAMING PLAN NOTES: <br /> ' I TRUSSES I T. Roof Sheathing sha a is"thick(Panel Span Rating 24/16).Fasten Sheathing to Framing with 0.131'0 x 21r'Nails as follows'. Q <br /> ..-, Q 24"oc I I Framing,Edges 8"oc Z F— <br /> ALL <br /> O°w lm o I Framin Field 72"oc <br /> ALL FRAMING OR HARDWARE, a FRAMING OR HARDWARE Ow g____--. <br /> m tl Boundaries,Blocking, <br /> NOT SHOWN OR SPECIFIED p n NOT SHOWN OR SPECIFIED a� m g,Struts 6"oc Z W <br /> TO REMAIN UNCHANGED I j TO REMAIN UNCHANGED 0 O I At Unframed Panel Edges,provide PSCA Framing Clips centered between each Framing Member.See Drawings for other <br /> x <br /> O s ?:G L Sheathing Nailing requ cements <br /> QS o U.I <br /> - _ _ J <br /> .'Z Z At areas indreatetl as Blocked Diaphragm,provide 2x Flat Blockrng(pe(General Structural Notes)at all Unframed Sbealhng Panel <br /> GLB PER S64 I!y GLB PER SO4 w D_ Edges.Fasten Sheathing W Framing and Blocking with 0.131"0 x 21z"Nails as follows: <br /> HHUS6.50I10 LOW ROOF iI� HHUSS.50110 ii m Framing,Edges 4"oc <br /> TRUSSES � it7 Framing,Field 12"oc <br /> 24"o1, - I Boundaries,Blocking.Struts I 4'oc <br /> I' Sea Drawings for other Sheathing Nailing requirements. <br /> 4. Root Framing shall be as indicated on plan.Rafe,to General Structural Not.,. <br /> 12 I' 12 5. Trusses marked!Strut shall be designed to accommodate,he indicated loads and connections. �J W <br /> SOB I I S08 I L Q� <br /> 6, Overfta,Nng Members shall be 2x4 Q 24"oc posted dawn to main framing below w12x4 @ 48"oc,staggered,or as ndiwled by the j <br /> II Truss Manufacturer. O L41 <br /> 7. Provitla solitl Flat Blocking at all Valleys.Fasten Sheathing W Blocking in accordance with Note 3. O UJ <br /> LL <br /> q 2kB q 4'6 e. Provide H2.5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends,ryp. O <br /> WALL FRAMING PLAN NOTES: tz <br /> - 1' n 9 Extariorl4/a�(Is sha a-� aN�e P76 vnlh 2x6 Studs 6 oc u.o.. <br /> tyP — <br /> __.. Interior Walls <br /> shall be 2x4 Studs(s$16'oc u o n. <br /> --E—- Where adjacent Shear Walls are m contact na I studs together per 31S06.Sea 11S06 for special stud requirement,at Shear Wall <br /> yJ{ 11 types P1-3.Pt-2.and P2-2. O <br /> &09/ SO9 10. Headers shall be 4x6,u.o.n.See Detall 13/SO6. U <br /> 11. Built-up Stud Groups in Walls supporting Beams,Posts or G,rder Trusses above shall be(2)Studs,u.o.n.See General Structural Q <br /> 3-CAR GARAGE OPTION-ELEV.'A' EXTENDED GARAGE OPTION-ELEV.'A' Notes for fastening requirements. <br /> 12. See 101606 for Simpson to USP hardware conversion table. L <br /> — — —_-- 0 <br /> LEGEND <br /> SX.X <br /> DETAIL CALL-OUT <br /> P1- SHEAR WALL BELOW PER SCHEDULE OF 11S06 <br /> ob <br /> n <br /> BEARING OR SHEAR WALL BELOW N <br /> K <br /> ___] BEARING OR SHEAR WALL ABOVE (L <br /> IF) FLUSH FRAMED(BOTTOM FLUSH W1 BOTTOM OF FRAMING) w <br /> Q 'n <br /> O <br /> POST BELOW <br /> W <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> I <br /> 0 1 2 4 6 16 S 04.1 A' <br />