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c, <br /> c, <br /> m, <br /> W s <br /> p g iG <br /> U_o r w <br /> d' a ad <br /> 2= <br /> C <br /> m <br /> [D <br /> Q. <br /> n <br /> T. <br /> s 4 ; <br /> sir. <br /> jt <br /> FLOOR FRAMING PLAN NOTES: <br /> 1. or Shathing shall ick (Pane pan aUng 48/24)wnh ong dnnension pares ular ro supports.Glue S�ieaihiiy <br /> to <br /> all Framing Members and Blocking below with adhesive conforming to A.PA.Specification AEG-01.Fasten Sheathing to <br /> Framing with 1131"0 x 2W Nails or Simpson WSV#SxZz"screws as follows: <br /> Framing,Etlges SI M <br /> J Framing,FieM _ t0"oc �J <br /> — Boundaries,Blocking,StrutsI 5"oc U <br /> Al areas indicated as Blocked Diaphragm,provide 2x Flat Blocking(per General Structural Nate,)at ail Unframed Sheathing Panel <br /> a a Edges.Fasten Sheathing to Framing and Blocking wild 0.131`0 x 2Y"Nails or Sknpson WSV#9x2Y"screws as follows: T LLI <br /> if Framing,Edges <br /> I — i_ Framing,Field 10"oc Q <br /> P16 P1-6 Boundaries Blocking Struts 4'oc �„ <br /> --' See Dravin f other Sheathing Nafn t <br /> —WALL SHTG 4 kg WALL SHTGN,THRU gs or o g g requiremen s. <br /> P r]-of ` '�- CONT.THRU 2 Floor Framing shall be as Indicated on plan Refer to General Structural Notes f otherq a t. z I <br /> �— CORNER <br /> `) ROOF FRAMING PLAN NOTES. O O <br /> BEAM Tu E'+. —j CORNER I (2)CS16x3'-0"- 3 RoofSheathing shot 1,ih (Panel pan Rating 24/6.Fasten�FIng to Fr ni ng with o 1217'0 2,7 Na is as follows: <br /> I I <br /> BEAM TO EA Framing,Edges 6"oc J <br /> PLATE - - j' PLATE L Q <br /> Framing,Field 12"oc <br /> LOW ROOF Boundaries,Blocking,Struts 6"oc w > <br /> �SOE/ T� III 506 I TRUSSES At Unframed Panel Edges,provide PSCA Framing Clips centered between each Framing Member.See Drawings for other T LLf <br /> m I co— <br /> l Q 24"oc Sheathing Nailing requirements, li J <br /> JO.. <br /> C a I I LOW ROOF C7 d I co At areas indicated as Blocked Diaphragm,provide 2x Flat Blocking(per General SUucural Notes)at ail Unframed Sheathing Panel L1J <br /> r C' TRUSSES m I Edges. g g an g with Q <br /> v 4�I -.. �a to Etl Fasten Sheathing m Framing tl Blocking ih 0.131"ID x 2Y"Nails as folows'. <br /> o 24'bc 'l Framing,Etlges - <br /> _ rn ma 1' Framing,Feld 12"ac <br /> HHUS650n0- .i HHUS5.50110 ill w d Boundaries,Mockjng,Struts 4"oc <br /> GLB PER SO4 l GLB PER SO4_ l See Drawings for other Sheathing Nailing requiremnts. <br /> do l 4. Roof Framing shall be as indicated on plan.Refer to General Structure!Notes. <br /> l 6 Trusses marked Shut shall be designed to accommodate the Ind Gated loads and connections. w <br /> ALL FRAMING )R HARDWARE "T III S09 W <br /> NOT SHOWN OR SPECIFIED l �O 1 ALL FRAMING OR HARDWARE l 6. Ovedrameig Members shall be 2.4 @ 24 uc posted dawn to non framing below w/2x4®48 oc,staggered,or as indicated by the LLI <br /> NOT SHOWN OR SPECIFIED l l Truss Ma wfadurer. O > <br /> TO REMAIN UNCHANGED TO REMAIN UNCHANGED <br /> - ------ ---� l H a each side or TLOK6 Screw each ply a 2-ply or greater Girder Truss ends lty 3 LL. <br /> Provide lid Flat Blockingt all Valle s.Fasten Sheathing to Blocking ccondance with N <br /> 8. Provide H2.5A ClipTyp. 0 ILL. <br /> III �u� III o- WALL FRAMING PLAN NOTES. /n > <br /> / 4X10 l 9. Manor all,shall be S ear Wa I type 1,6 with 2x6 Studs Ca 16'0C u.o.n. U— <br /> I Intel or Walls shall be 2x4 Studs @ 16 oc <br /> - 'rd' P1-6 Viliere adjacent Shear Walls are m contact a r nail studs together par 3/S06.See 1/SO6 far speal stud requirements at Shear Wall N ` '1.� � Z <br /> types P1-3 P1-2 and P2 2 <br /> _..-_ �- ... ....- w C O <br /> 10 Headers shall be 4x6 uOn.See Dotal l3/SB6. ^ G <br /> 11 Sult-up Stud Groups in Walla supporting Beams,Posts or Graer Trusses above shall be 12)Studs u.o.n,See General Structural 1•�` V <br /> Notes for fastening requirelrlents. Q <br /> 12. See 10/S06 for Simpson to USP hardware conversion table. Z) LL Ln <br /> 3-CAR GARAGE OPTION-ELEV.'A' EXTENDED GARAGE OPTION-ELEV.'A' LEGEND <br /> SX.X <br /> DETAIL CALL-0UT <br /> ------------ P1-X SHEAR WALL BELOW PER SCHEDULE OF t/S06 <br /> m <br /> 7 <br /> r BEARING OR SHEAR WALL BELOW rn <br /> C <br /> K <br /> L___] BEARING OR SHEAR WALL ABOVE d <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) W G <br /> Q L <br /> 0 <br /> POST BELOW <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE <br /> IiDR HEADER PER PLAN NOTE 10 <br /> 114"=1'-0" 0 1 2 4 8 16 S 04.1 A <br />