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S <br /> �0 <br /> so <br /> �on <br /> W I <br /> IrW s Kz <br /> 20 oa <br /> ux z 3 <br /> w <br /> a, W <br /> u3 <br /> o� <br /> min <br /> m <br /> n <br /> vi a <br /> T. <br /> Eat <br /> I w` <br /> �rcx�o-�16 FLOOR FRAMING PLAN NOTES: <br /> a (1b d ee ng s a be anal an(Fling 48124)with long mension perpen icular to supports. ue ealMng <br /> S09 ro all Framing Members d Blocking below with adhesive conforming w A.P.A.Speciflcation AFG-01.Fasten Sheathing to <br /> an <br /> Framing with 0.131"0 x vNails or Simpson WSV#9x2Y,"screws as folows' <br /> WALL SHTG -{P�_6]-- -- WALL SHTG framing,Edges 6"oc <br /> CONT.THRU - ----'-- --' --- <br /> Framing.Field 10"oc6"o c co <br /> v _ <br /> CORNER MONO EI4D TRUSS CONT.THRU-- ---- _ CORNER Boundaries,Blocking,Struts MONO END TRUSS — ---- <br /> 4 At areas indicated as Blacked Diaphragm,provide 2x Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel <br /> }6 2}s Edges.Fasten Sheathing to Framing and Blocking with 0.131"0 x 2Y."Nails or Simpson WSV C9x2Y"screws as follows. W <br /> 1_6 Framing Felds 10"oc M <br /> Bountlanes,Blocking,Struts 4"oc <br /> CS16x3'-0'-EA. CSlBx3'-0"-EA. See Drawings for other SheathingNailing I Q <br /> SIDE BEAM TO -- — SIDE BEAM TO g requirements. <br /> PLATE _ 11 PLATE I.I 11 2. Floor Framing shall be as ndicatee on plan.Refer to General Structural Notes for other requ rements I <br /> S09 II S09 ROOF FRAMING PLAN NOTES' Z <br /> 3. Roof Sheathing Shall be is thick(Panel Span Rating 24/16).Fasten Sheathing to Framing with 0.1310 x Z_'Nails as folows: 0 0 <br /> ALL FRAMING OR HARD WARE m-- I' <br /> o — ALL FRAMING OR HARDWARE m o Framing,Edges 6'oc <br /> NOT SHOWN OR SPECIFIED t7 w I Q <br /> o, - - - NOT SHOWN OR SPECIFIED c7 a I I Framing,Field 12'oc I_ <br /> TO REMAIN UNCHANGED ?i aO -- TO REMAIN UNCHANGED r,"a I Boundaries,Blocking,Struts 6'oc Q , <br /> 0 I I 'W I I At Unframed Panel Edges.provide PSCA Framing Clips centered between each Framing Member.See Drawings for other LLI <br /> O I I Sheathing Nailing requirements. J <br /> MONO ROOF — MONO ROOF— At areas indicated as Blocked Diaphragm provide 2x Flat Blocking(par General Structural Notes)at all Unframed Sheathing Panel W <br /> (DROPa GLB �'I TRUSSES 5DROPa GLB I TRUSSES <br /> (DROPPED) _ 24"oc 'I (DROPPED) Q 24"oc a Edges Fasten Sheathing to Framing m <br /> — - _-- g m ng and Blocking w Ih 0 731 0 x 2'/,"Nails as follows <br /> �— - - -' Framing,Edges T 4"oc <br /> HGUS5.60/10- i 1. Framing,Fieltl 12"oc <br /> HGU55.50/10 1 Boundaries,Blocking,Struts meat <br /> I I I Sea Drawings for other Sheathing Nailing requirements. <br /> 2 <br /> so j 4. Roof Framing shall b i as indicated on plan.Refer to General Structural Not s i min Structurales. <br /> 8 I' <br /> 5. Tiusses marked SVIR shall be designed <br /> G L I I I geed to ai:nnmmndala n,e indiatad wags and connections. � � <br /> ./ I� _ _ _ _ _ Q-k i I S Ova s Man f Members shall be 2x4 a 24 oc posted down to main Fram ng below w/2x4 @ 48"oc staggered,or as ineicetee by tha LLI <br /> 1 Truss Manufactur (^ > <br /> 7. Provltle sold Flat Blocking at all Valleys.Fasten Sheathing to Block ng'n accordance with Note 3 �, W <br /> 6. Provide H2.5A Clip each side or TLOKS Screw each ply at 2-ply or greater Girder Truss ends,typ. ® O <br /> _ s WALL FRAMING PLAN NOTES /11 Y <br /> 4 10 c Wails shota hear a type P will, G Studs Q 16 oc,u.o.n. \„/ r--' I� xter or <br /> MONO END TRU.,a MONO END TRUSS Interior Walls shall be 2x4 Studs(a)16 pc <br /> — --�([—� _----—11i type,- 1 Where atllaceit Shear Walls are in contact nail studs together per 3/SO6.See 1/SO6 for special said requirements at Shear Wall - <br /> ———] S 8 10. Headers shall be4x6 u o n See Detail 13/SO6 O <br /> ao91U <br /> 11. Built-up futl Groups in Walls supporting Beams,Pasts ar Girder Trusses above shall be(2)Studs,u.o.n.See General Structural n <br /> Notes for <br /> fastening requirements. � 0 <br /> 12. See 10/SO6 for Simpson to USP hardware conversion table. U <br /> 3-1 GARAGE OPTION-ELEv.'B' EXTENDED GARAGE OPTION-ELEV.'B' <br /> -- - LEGEND <br /> x.x <br /> DETAIL CALL-OUT <br /> GP1- SHEAR WALL BELOW PER SCHEDULE OF 1/606 � <br /> m <br /> 0 BEARING OR SHEAR WALL BELOW H <br /> m <br /> BEARING OR SHEAR WALL ABOVE d <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) w Q <br /> y Q N <br /> POST BELOW � <br /> PT.LO. BLOCK THRU FLOOR FOR POST ABOVE � <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 16 SO4.1 B <br />