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U' G <br /> p g xi <br /> W� W <br /> Up aN <br /> a <br /> C. <br /> m <br /> n*6' <br /> B rn <br /> SO6 (�503 i 98 4o�a <br /> - -CSi6x3'-0"- y 4 <br /> E _ 4M TO PLATE 5Yxl3Y¢GLB(DROPPED) 0 <br /> VI C) V <br /> B S06 �� W� <br /> g - ad <br /> T INS A za <br /> SOB <br /> HOR1Z.HTS30C- i^{ <br /> P1-6 BEAM TO PLATE �� <br /> .._. 312 B F) �' - 4x8 <br /> d KiXL +s <br /> 1„ 8 <br /> S08 <br /> '1' � ,P`21Zy6 0`' AaM�4 <br /> I <br /> I i I i I <br /> i 2x12 HF#2 kl' <br /> —ADJUSI" TYP.UNO <br /> FORPLiJ 1 I S08 <br /> A6 FOi FLOOR FRAMING PLAN NOTES: <br /> 1. Bathing al be.thick & (Panel pan acing 4H24) ith long dimension perpend cuter to supports lue Sheathing <br /> J oor <br /> 7777 to all Framin Members and Blocking belowwilh adhesive con(ormirtg to A.P.A.Specif, tbon AFG-Ot.Fasten Sheathing to <br /> 9 <br /> Framng with 0.131"0 x 2Yz"Nails or Simpson WSV 7{9x27;"strews as follows: �\ <br /> 2x12 hlFi;< Framing,Edges 6"o0 <br /> 1-,. LL <br /> Framing,Fieltl 10"oc `�� Lu <br /> o Boundanes Blocking Struts 6"oc —I <br /> l A.- <br /> Bounchariesi,lidocking,At areas indcatetl as Blocked D 2phragm provide 2z Flat Blocking(per General Slruawal Notes)atall Unframetl Sheath ng Penal LLI <br /> 0Edges'L Framing Edges 4"oc Q <br /> DBL JOIST(F) Framing Fe 10 oc <br /> -- Stl IS 4 oc `� Q/n <br /> See Drawings for other Sheathing Ag N T g egdremenie V <br /> a IN <br /> L m 2. Floor Framing shall be as indicatedon plan ucw Refer to General Sural Notes for other regd ems.ROOF FRAMING PLAN NOTES O <br /> 1 � 3 Rao Sheath ng shall be ,a ck(Panel Span Rabng 24/tfil Fasten heel�h ng la Fram ng w th 0 131 0 x 2�Na Is as tolluws O <br /> ' i Ste' Framing,Field 12'oc Q <br /> Boundaries,Blocking,Struts 6'oc W W <br /> ' }6 At Unframed Panel Edges provide PSCA Framing Clips centered between each Framing Member.See Drawings for other J <br /> Sheathin Na'In r ments.g g equve <br /> + _ T <br /> LOWER i CS16x8 0 LAP L s LU <br /> TOP PLATE P-4"AND - <br /> ATTACH TO FLAT 2X4 At are s'ndicalad as Blocked Diaphragm,Provide 2x Flat Blocking(Per General Structural Notesl at all Untrained Sheathing Panel m <br /> E ea�Fasten Sheathing to Framing and Blocking with 0.131'0 x 2,F'Nails as follows. <br /> I d9 9 n9 9 <br /> - DEL JOIST(F) BLKG BTWN STUDS <br /> Framing,Edges 4010 <br /> Framing,Field <br /> 4 - ,ti}� Boundaries,Blocking,Struts <br /> i <br /> SO8 III 6 Sea Draw cgs for other Sheathing Nailing requirements. <br /> — 0 4 Roof Fam ng shall be as indicated on plan Refer W General St aural Notes. <br /> Oro <br /> CS16zd-0"-__.__ H <br /> '�1'E W 5 Trusses maiketl strut shall be desgned to accommodate ma'nd'oat dl ads and CpmecBonS Z LLI <br /> PLATE 70 PLATE 2� <br /> F.� N 6 Ovedraming Members shall be 2,4 Q 29 oc posted down to man framing below w/2x4 Q 46 oc staggered,or as indicated by the 0 j <br /> �O ALL FRAMING OR HARDWARE Truss Manufacturer. O <br /> G <br /> LL p NOT SHOWN OR SPECIFIED LLl <br /> y �.. p 3 TO REMAIN UNCHANGED 7 Provide solid Flat Blocking at all Valleys Fasten Sheathing to Blocking n accordance with Note 3. ^^ LL <br /> m p B. Provide H2 5A Clip each side or T1-OK6 Screw each ply at 2-ply or greater Girder Truss ends,typ. O I..L O <br /> p <br /> m WALL FRAMING PLAN NOTES: /�n^•' } <br /> m 5 9 4 h- ills shot be hear all type P1-6 with 2x6 Studs Q 16"bc u o n. � V � <br /> SOB (2)2x6 W/ Interior Wags shall be 2x4 Studs Q 16'oc u o n. N Z 'il U <br /> 1 L 1 L`J, 2 2 HUC26-2 6 dry+v' jacen ge ter per peci yuiremen a.. I..L L <br /> _ 1�_ b RIM+I-10,-0., — C <br /> ATTACH LOW ROOF Where ad t Sheer Walls are n contact na studs to a 3/506.See I/506 furs al swd re r t moor Wan <br /> N I I'I ti SYx12 GLB ti TO POST 10" 5Y2x12 GLB W G O_ <br /> 1 2 2 e + _ <br /> a_RIM /-10'0" types Pt-3 P12 and P2-2 <br /> �� 'I O Headers shall be 06 u o n See Detail l3/SO6 //�'� <br /> -- __ I ATTACH LOW ROOF LL Q U <br /> *_ Lit,i.11... it ! �I�;.I DIRECTLY TO RIM N SS - DIRECTLY TO RIM 11 Buil1 up Stud Groups in Walls suppon ng Beams.Posts or Giid.r Trusses above shall be(21 Studs u o.n,Sae General Structural n <br /> PER fi P1-2 NO TRUSS BFAM PER 12/SOB.SIM /E�� BEAM PER 12/SOB,SIM Notes for fastening requirements. �+- C, <br /> PI_L.L E11 Wi HUC26-2 (2)2x6 2x4 RAFTER (2)2x6 W/HUC26-2 12. bee 10/S06 for Simpson to USP hardware mnvarsion table. <br /> 13/Su-i S08 TO POST MONO TRUSSES TO POST <br /> 24"oc TO @ 24"oc <br /> 3RS®24"o END TRUSS <br /> END TRUSS MONO (2)2x6 W/HUC26-2 <br /> TO POST 2x FULL DEPTH (2)2x6 <br /> TH LEDGER 11 TRUSSES LEDGER WI(2) LEGEND <br /> ". -. RUSS VERT S09 ��24„oc 12d EA TRUSS <br /> SO6 506 VERT <br /> (TOP ONLY AT ENTRY (RIGHT 17 SXX DETAIL CAUL-OUTDOOR,EXTEND FULL SIDE ONLY) S09 <br /> LENGTH OF EA, <br /> SHEAR WALL) LPS-X] SHEAR WALL BELOW PER SCHEDULE OF 1/S06 <br /> m <br /> do <br /> [- - do <br /> EXTENDED FRONT PORCH OPTION-ELEV.'B' BEARING OR SHEAR WALL BELOW � <br /> BEARING OR SHEAR WALL ABOVE d <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) L� or <br /> [] a <br /> 0 <br /> POST BELOW <br /> fj <br /> PT.LD. BLOCK THRU FLOOR FOR POST i.,OVE [- <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 16 SO4B(M) <br />