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0 <br /> w �:z <br /> p 20 <br /> &N H-z <br /> w W- <br /> Ua wu= <br /> �x w <br /> tj <br /> a wW <br /> xx <br /> �c <br /> mm <br /> � p <br /> wE x <br /> w �ict¢ni.i� <br /> 16\ 18 FLOOR FRAMING PLAN NOTES: <br /> S09/ SOB 1. oar Sheathing shall e.1 c (one pen eting / I wdh ong imanaion perpan cu ar to supports, ue heathmg <br /> to all Framing Members and Blocking below with adhesive conforming to AP I.Specitication AFG-O7.Fasten Sheathing ro <br /> Framing wllh 0.131"0 x 2Y2"Nails or Simpson WSV#9x2Y'•screws as follows: �.y� <br /> WALL SHTG P1-6 —� Framing,E gas 6' 00 <br /> WALLS THRU <br /> CONT.THRU -' --"'-"--- - Framing,Field 0"oc <br /> CONT.THRU <br /> CORNER MONO END TRUSS I Boundades,Blocking,Struts 6"oc <br /> `q CORNER MONO END TRUSS <br /> 2fb, q Uses <br /> At areas aster S as hang to Diaphragm,provide 2z Flat Blocking(per General Structural Notes) tell Unframed Sheathing Panel D LL.I <br /> �-6 Edges.Fasten Sheathing to Framing and Blacking with 0.131"0 x 2Ye"Nails or Simpson WSV k9x2Yz"screws as follows: <br /> Framing,Edges 4"oc T 0 <br /> y <br /> --- P1-� 1 framing,Field 10'ac Q <br /> CS16x5=0"-EA. I Boundaries,Blocking,Struts 4"oc `,/ x <br /> SIDE BEAM TO _-- ___._.__..___-_____ - CS16x3'-0"-EA. I See Drawings for other Sheathing Nailing requirements. Q <br /> SIDE BEAM TO PLATE 0I.I _ _ 11 PLATE I. 11 2. Floor Framing shall be as Indicated on plan.Refer to General Structural Notes for other requirements. Z r <br /> S09 I Z <br /> ra NOT SAWN OR SPECIFIED c7 w l SOB 3- Roof Sheathing <br /> Framing,Edges <br /> d d TES: <br /> - ALL FRAMING OR HARDWARE m-- Framing,Ed es thick(Panel Span Rating 24/16).Fasten Sheathing to Framing with 0.131"0 x "Nails as follows: O O <br /> HOWN <br /> I ROOF FRAMING PLAN NO <br /> ALL FRAMING OR HARDWARE m-- <br /> NOT SHOWN OR SPECIFIED r,wl 6"oc Q TO REMAIN UNCHANGED a <br /> a O TO REMAIN UNCHANGEDo I Bountlanes.Blocking,Struts 6"a <br /> K At Unframed Panel Edges m provide PSCA Framing Clips centered between each Framing Member.See Drawings for other LLI <br /> MONO ROOF'-' 62.1 Sheathing Nailing requirements J <br /> bYx1GY,GLB TRUSSES MONO OOF LU <br /> SY%i6�s GLB TRUSSES rq At Edges. <br /> Faster,S as Blocked Diaphragm provide 2.Flat Blocking(par General Mows Structural Notes)at all Unframed Sheathing Panel <br /> (DROPPED) �_@ 24 oc -_ _ 1 (DROPPED) @ 24"oc d Edges Fasten Sheathing to Framing and Blocking with 0131"0 x?y Nails as follows' = Q <br /> i 1- � I - Framing,Edges 4"rx <br /> HGUS3.60/10 HGUS5.50/10 <br /> I• Framing,Field 12"oc <br /> I)I Boundaries,Blocking,Struts 4"oc <br /> Owings <br /> far other Sheathing Nailing requirements. <br /> SOB --- _- SOB <br /> I 4.12 See Draw Roof Framing shall be as indicated on plan.Refer to General Strucural Notes. <br /> Q 4(•j i. I 5. Trusses marked Sti shall be designed to accommodate the indicated loads and connections. W <br /> C—Paming Members shall be 2x4 @ 24"oc posted down to main framing below w/2z4 C 48"• staggered,or as Indicated by the O z W <br /> Tw a Manufacturer, <br /> s <br /> 7. Provide solid Flat Blocking at all Valleys.Fasten Sheathing to Blocking in accottlarce with Note 3. 0- <br /> III I-I <br /> I - U- <br /> q 2k@ I q2 I I 8, Provide H2.5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends,typ, O <br /> ( 4x10 I WALL FRAMING PLAN NOTES: -J /11 <br /> MONO END TRUSS - xtenor Walls shot be ear a type 1- wit 2x Studs 16'•nc,u.o.n. LL v _ <br /> MONO END TRUSS Inter or Walls shall be 2x4 Studs @ 16 op u c n. U <br /> -- - 1 Where adjacent Shear Walls are m contact.nail studs together per 3/S06.See 1/SOB for special stud requirements at Shear Well <br /> ---_ <br /> 16 types P1-3,P1-2.and P2-2. W <br /> S09 10. Headers shall be 44 u.o.n.See Detail 131506. Q- � 1-- <br /> 11. Built-up Stud Groups in Walls supporting Beams,Posts or Girder Trusses above shall be(2)Studs.u.o.n.See General Structural n <br /> Notes for fastening requirements. 0 <br /> 12. Sae 10/SO6 for Simpson to USP hardware conversion table. L <br /> 3-CAR GARAGE OPTION-ELEV. A' EXTENDED GARAGE OPTION-ELEV.'A' <br /> -'—___ .. --- -------- LEGEND <br /> DETAIL CALL-011 <br /> 1-X SHEAR WALL BELOW PER SCHEDULE OF rS06 <br /> k <br /> ob <br /> M <br /> 0 BEARING OR SHEAR WALL BELOW in <br /> [___] BEARING OR SHEAR WALL ABOVE <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) W o <br /> 0 <br /> POST BELOW <br /> W <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE C <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 16 SO4.1 A <br />