Laserfiche WebLink
u <br /> p <br /> !=O <br /> WI tz <br /> 11' SO <br /> _ z ll= W? <br /> U <br /> a LU <br /> x= <br /> m <br /> m <br /> 3 i; <br /> y c <br /> �� 13 1 8 <br /> SOB SOB SO6 , <br /> C516z3'-0"- <br /> Q BEAM TO PLATE <br /> - - SYax13Ya GLB(DROPPED) <br /> O � g <br /> a SO6 N LU5210, <br /> HORIZ HTS30C- y-TYIIP UN IOIII 508JR <br /> BEAM TO PLATE P- JIL_ YY z a <br /> 4x8 %x12 GLB(F) ry+6 PillW <br /> g 6 ``III <br /> S08T. <br /> p <br /> l2/?x60 PV212+� r "co <br /> 2x12 HF#2 <br /> 2 @ 1 g"oc, I u u Pub 67 <br /> TYP.UN O ADJUST SPACING AS RED'D L -Y <br /> 508 FOR PLUMBING,TYP.(SEE <br /> A6 FOR PLUMBING DROP 2 FLOOR FRAMING PLAN NOTES: <br /> DIMENSIONS) SOB 1. loor Sheathing rmrd be.'thick G(anal pan Rating 451241 with l d col ong tlimension peipena-to Supports lue S�eathing <br /> II to all Framing Members d Blocking below with adhesive contorming to A.P.A.Specificabon AFG-01.Fasten Sheathing to F- <br /> Framing with 0.131"B x 2Y"Nails or Simpson WSV#9x2Y2"screws as follows. 1-1 <br /> 2x12 HF#2 Framiny,Edges 6"ac M <br /> 12"oc Framing,Field 10"oc 00 _ <br /> Boundaries,Blocking,Struts 8"oc U <br /> 3 At areas oicatlid as Blocked Diaphragm,provide 2x Flat Blocking(per General Structural Notes)al all Unframed Sheathing Panel x..� <br /> 2 SOB d Edges.Fasten Sheathing to F g nd Blocking with D.131 O:e 2Y.i'Nails or Simpson WSV#9x2Y"screws as follows. 1 W <br /> 2+6 ?+6 _ Framing Edges V <br /> D_BL JOI_ST(F) Framing Feld 10 oc Q <br /> ° Boundaries Blocking Struts 4"oc <br /> m See Drawings for other Sheathing Nailing requiraments. <br /> a no7 <br /> - 2. Floor Framing shall be as indicated on plan.Rater to General Structural Notes for other requirements L <br /> 1 <br /> p- P1- I as ROOF FRAMING PLAN NOTES: _ O O <br /> 6 % Sheathing shall be w th ck(anal Spang�Gn sleheaNug-'—tom mg with 0.137'b x�2 i'Neils atiTonowe; <br /> 8 Roof Framing,Edges 6"oc <br /> S06 Framing,meta 12"oc Q <br /> Boundanes,Blocking,Struts 6"oc w <br /> 6 2 _ At Unframed Panel Etlges,provide PSCA Framing Clips centered between each Framing Member.See Drawings for other W <br /> -0"-LAP LOWER '�a +6 Sheathing Nailing requirements. = J <br /> ATE 1'4'AND W <br /> i TO FLAT 2x4 At areas indicated as Sheathing <br /> to <br /> Diaphragm,provide 2x Flat 131 Ong(per General flow, al Notes)al all Unframed Sheathing Panel <br /> TWN STUDS DEL JOIST(F) Edges.Fasten Sheathing to Framing and Blocking with 0.131"0 x 2Y:'Nails as follows: m <br /> Framing,Edgis 4"oc <br /> `,t v 4 v Framing Field 12"oc <br /> " s S08 �+s Boundanes Blo k ng Stru[a 4'oc <br /> See Drawings for other Sheathing Nailing requirements <br /> o 4 Root Frain'tg shall be as indicated on plan n Refer to General 6lruural Note,. <br /> 1 g %x%Ya GLB(DROPPED) TJI <br /> o + CS16x3'-0'- <br /> w 1 PLATE TO PLATE S. Trusses marked Strut shall be designed to accommodate the indicated loads and connections Z w <br /> Q� <br /> LL ry S��,.�,,�r 6. Overfam ng Members shall be 2x4&24"oc posted down to ma 1 Ira»ng below w/2.4 Q 46' staggered,or as wicated by the W <br /> Zv Q\'LY' Truss Manufacturer O Q > <br /> NJi Vv =.� 1jI: O LL. 1 (jJ <br /> I D F IN l i l..l r l�c U O LL, 7. Provide solid Flat Blocking W all Valleys.Fasten Sheathing to Blocking in accordance with Note 3. O .J <br /> /1 LL <br /> m = 8. Provide H2.5A Clip each side or TLOK6 Screw each ply all-ply or greater Gilder Truss ends,trip. <br /> O <br /> °t WALL FRAMING PLAN NOTES: 1 1 n �" <br /> 5 ❑ xJ�ter'ior Walls shall <br /> he be—il—hearer Wall type 1-6 wit 2x6 Studs(G 16"oe.u.o.n. LL <br /> l (2)2 t,;, S08 I tier or Walls shall be 2x4 Studa Q le oc u o.n. Z U <br /> HUC2h 2 ?� LL <br /> TO P[. +� 5yx12 GLB �6 '� 1 5yxl3y GLe ks 46 Where adjacent Shear Wags are in—Witt,nail studs together per WSW.See I IS06 for spacial sNtl requirements at Shear Wag ' <br /> t P1 3 P1-2,and P2-2. 1 1' O <br /> r. W <br /> lr RIM+/-10'-0" (EXTEND TO CORNER) - types <br /> — - NT <br /> -)r-�-�- III ^- - - "" 10 Haatlers shall be 4x6 u.o.n.Sea De1a 13/SO6 U <br /> CA ^ <br /> ATTACH LOW ROOF- i. ATTACH LOW�Rl <br /> _ _ _ _ L.� <br /> DIRECTLY TO RIM �, __ DIRECTLY TO - - J :1 BuL-up Stud Groups in Walls supporting Beams Pasts or G'rder Trusses above shall be(2)Studs,u.o.n.See General Slruclural <br /> BEAM PER 12/SO6.SIM --- -ll--=- _ 1 BEAM PER 121IM END TRU 6 - Nates far faslenng regmremenrs <br /> !2)2x6 W/HUC26-2- ll ` ' -[x4 Rta i _ (2)2x6 (2)2x6 WI HUC26-2 6 PER 11 See 1wSo6 far Simpson to USP hardware conversion table. LL U) <br /> ldc I �" TO POST S08 13ISOT <br /> TO POST 1 ( @ 2q cr,i() <br /> .V I. ,1 END TRU 2x4 RAFTERS®24"oc (H=5'-8") <br /> l 2x FULl.UEI i ti TO2 O HUC26-2 MONO TO END TRUSS <br /> -(, ILEDGERW/eI TRUSSES 11 2xFULLDEPTHLEDGER LEGEND <br /> li I� 12d EA TRUSS 8 @ 24^oc B BOB 1)y)(2)12d FA TRUSS VERT <br /> -_ - VERT SO6 SOB <br /> (RIGHT (TOP ONLY AT ENTRY SX% DETAIL CALL-OUT <br /> SIDE ONLY) DOOR,EXTEND FULL <br /> LENGTH <br /> WALL;' <br /> SHEAR © SHEAR WALL BELOW PER SCHEDULE OF I/S06 <br /> m <br /> BEARING OR SHEAR WALL BELOW H <br /> EXTENDED FRONT�Gn�:,;��,�'-:�r�rd-ELEV.'B' l � <br /> ] BEARING OR SHEAR WALL ABOVE w <br /> (F) FLUSH FRAMED(BOTTOM FLUSH WI BOTTOM OF FRAMING) <br /> W goy <br /> y Q <br /> POST BELOW <br /> W <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE K <br /> 1 <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 B 16 S 04 B <br />