Laserfiche WebLink
0 <br /> w <br /> t- <br /> Vo <br /> ro <br /> W >Z <br /> uu <br /> w u= <br /> rL '3 <br /> w <br /> U _ - <br /> Q J� <br /> a cow <br /> 00 <br /> min <br /> s 1 <br /> sos soe <br /> 3 —j VJ 8 <br /> -._. _ <br /> 3Yzx9 GLB ,3yzx9 GLB <br /> zas <br /> 7% <br /> i �2io s <br /> 2x12 DF#2 <br /> 12"ob c T <br /> 1 F 1 ASH]N�i(Y <br /> C <br /> 2 <br /> SOB <br /> 2 <br /> SOS sgea . <br /> ADJ S SP CI G AS R O'D FO <br /> PLUMBING,TYP(SEE A6 FOR <br /> p PLUMBING DROP DIMENSIONS) FLOOR FRAMING PLAN NOTES: <br /> 3 1. r Sheathing ar�be V thick &G(Panel Span Rating 49124)with long dlmemion perpendicu art.supports. a Sheathing <br /> 508 lost <br /> Framing Members antl Blocking belowwith adhesive conforming to A.P.A.Specifimtion AFG-01.Fasten Sheathing to <br /> 9 Framing with 0.131"0 x 2Y"Nails or Simpson WSV#9x2Yi"screws as follows: <br /> ?+ ry+6 Framing,Edges 6"oc co = <br /> (2)2x12(F) ry i HDR•-- 3Yzx12 GLB(q Framing,Field 10"oc <br /> Bountlades,Blocking,Struts 6"oc U <br /> a _ —IfR—R <br /> ry}Q LUS210 TVP,UNO At areas indicated as Blocked Diaphragm,provWa 2x Flal Blocking(par General SWctu21 Notes)al all Unnamed Sheathing Panel W <br /> �' 31S06 TYP Edges. <br /> Fasten Sheathing to Framing and Blocking with 0.131"0 x 2'Fi"Nails or Simpson WSV#9vZY"screws es follows: r�rs <br /> Framing,Edges 4"oc T V <br /> Framing,Field <br /> P1-6 Boundanes Blocking S[Ms 4"oc �/ Q <br /> See Drawings for other Sheathing Nailing requ cements `^ <br /> g V <br /> SO6 N / .�_ S08 2. Floor Frain ng shall be as ntlicatad on plan Refer to General Structural Notes for other requtrements. Z t <br /> _ / ROOF FRAMING PLAN NOTES: Z <br /> L-( -- 3. Roof Shea thick(Panel Span Rating 24/16).Fasten Sheathing to Framing with 0.131"O x "Nails as follows. <br /> O <br /> Framing,Edges 6"oc �- <br /> 6 Framing Field 12'oc Q Q <br /> ry+ ,� Boundaries Blocking,Struts 6'oc <br /> CS 16X10 U PLOWER 27' ry 4 At Unframed Panel Edges provide PSCA Framing Clips centered between each Framing Member.See Drawings for.ther LLI <br /> TOP PLATE 'I"AND SOB Sheathing Nailing requirements. J <br /> ATTACH TO :AT 2,4 F�(,222) 12(F) +O 32BLKG BTWN:TUD$ 46At areas indicated as Blocked Diaphragm,provide 2x Flat Blocking(per General SWc[ural Notes)at all Unframed Sheathing Panel <br /> 5Yz%16Yz GLB(DROPPED) C518x3'-0" Edges.Fasten Sheathing to Framing and Blocking wish 0,131"0 x2Yz"Nails asfollows:PLATE TO PLATE Framing,Edges02 12)2x12(F) Framing,Field 12"oc <br /> o ` T H Boundaries,Blocking,Struts 4"oc <br /> ry}� 7�Aj� See Drawinos for other Sheathing Nailing requtrements. <br /> o ti 2x12 DF#2 / O L <br /> ,! s 4. Roof Framing shag be as indicated on plan.Refer to General Structural Notes. F <br /> ALL FRAMING OR HARDWARE w dU @ 16"oc, <br /> TW UNO W <br /> NOT SHOWN OR SPECIFIED 6. Trusses marked Strut shall be designed to accommodate the'mdicated loads and connections. W <br /> TO REMAIN UNCHANGED Z v 6. Ovedremag Members shall be 2x4 @ 24"oc posted down to main framing below w/2x4 @ 46"oc,staggered,or as indicated by the 0 j <br /> N OO 3 iv (2)2x12(F) Truss Manufacturer. � W <br /> O _ g a y g g in accordance with Note 3. <br /> �. ]. Prov de solid Flat Blocking I all Valleys,Fasten Sheathin to Blocking I.L.A35 CLIP-GLB <br /> TO EDGE JOIST 8. Provide H2.5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends,typ. Q <br /> WALL FRAMING PLAN NOTES: 1 a 17 >- <br /> r WALL SHTG CONT. 6 I. '�} N 9. xteror a shall <br /> be hear Walltype Pt wih 2x6 suds @ 1 oc u.o.n. LL 0 _ <br /> 1 - b kill, +`yr Inter or Walls shall be 2x4 Studs @ 18 oc U.o n <br /> THRU CORNER RIM( GLB '>' ND 5 GLB S z (� <br /> ry f� <br /> WALL SHTG CONT. 21M(F) 4x8 (EXTEND 70 CORNER) P31'L+6 <br /> THRU CORNER —'- —.--- — '-- ----- - Where adjacent Shear Walls are n contact na 1 studs together per 3/S06 See 1/S06 for special stud requirements at Shear Wall Z <br /> L. 2 X6 P, types P13 P72 and P22 —air . - Who <br /> L — — — — — , 10, Headers shall be 4x6,u o n.See Detail 13/SO& V <br /> (2)16 TRUSS 5 (2)2x6 --'-SHTG CONT. Al V M 1 CANT. 11, Budt up Bud Groups in Walls supporting Beams,Posts or Girder Trusses above shall be(2)Studs,u.o.n.See General Structural A <br /> r.r <br /> MONO <br /> ATTACH LOW TH.'-.J CORNER WALL SHTG CONT. 8 P1-2 Notes for fasten ng requtramenis. Q <br /> @ ONO TRUSBES THRU CORNER S08 PER (n <br /> S09 ROOF 8 11 @ 24"oC 13/S07 12. See 101506 for Simpwn t.USP hardware conversion table. <br /> 11 DIRECTLY TO <br /> ��2)2x6 RIM BOARD LL <br /> ATTACH LOW ROOF Hi <br /> PER 111SO8 DIRECTLY TO RIM <br /> BOARD PER 11/S08 LEGEND <br /> 11 CS16x48" <br /> S09 PER 171508 XxC DETAIL CALL-0UT <br /> Q <br /> 1®- SHEAR WALL BELOW PER SCHEDULE CF VS06 <br /> m <br /> EXTENDED FRONT PORCH OPTION-ELEV.'B' N <br /> ( � BEARING OR SHEAR WALL BELOW F <br /> F <br /> C <br /> E___] BEARING OR SHEAR WALL ABOVE d <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) n, <br /> Q co <br /> + G <br /> POST BELOW co <br /> W <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> 1 2 4 8 16 S 04 B <br />