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0 <br /> r,v <br /> 0 <br /> _ Na <br /> W s <br /> O g =C. <br /> win Gw x <br /> 22 w� <br /> L-' w S <br /> a ww <br /> x= <br /> F F <br /> rain <br /> s <br /> h <br /> r z <br /> A <br /> '. OF ASH4 <br /> r C ...0 <br /> Y <br /> 66 <br /> du <br /> 11 FLOOR FRAMING PLAN NOTES <br /> $09 1. Floor Sheath shall be''/."th'ck &G Panel - <br /> ng ( pan gating 481241 with I y dimnts on peryendicular to supports GI Sheathing <br /> to all Fram ng Members d Blocking below vi th adhes ve confo g t A P A.Spec Gcation AFG 0t Fasten Sheathing to <br /> P7_ g with 0 131 0 z 2Y,Na is or Simpson WSV p9x2Y acre follows: <br /> i1 <br /> WALL SHTG Framin Fram ng Edges 6 oc �y1 w <br /> CONT.THRU Framin Feld 70'oc �'�! <br /> CORNER 9 J <br /> Bo tlarles,Bhckrng$tNts 6 oc <br /> Mare..ndc.ed as Blocked Diaphragm, -Ixov de 2x Flat Blocking(per General Structural Nores)al all U Nrems f hows i ry Panel l�rr��r Edges Fallen Sheathing to Framing and Blocking with 0.131'L9 x y Na Is ar Simpson WSV N9x2y screws as to4ows: a V <br /> . Framing,Edges 1 4"OCI Q <br /> elf <br /> Field <br /> BEAM TO EA. Bo ndarishi Blocking,Struts 1 14"oc Q <br /> PLATE Be,Drawings for other Sheathing Nailing requirements. <br /> V <br /> 2. Floor Framing shall be as indicated on plan Refer to General Structural Notes for other requ rements- z <br /> —LuvJ).Girl= 309 <br /> ROOF FRAMING PLAN NOTES: Q <br /> 4 pc 3. Roo33�Shealhing �l'i�antu bid i Rarng 2TFasten Sheathing to ram ng wltlt 0 131 0 x 2J1'Na Is as follows. <br /> m o Framing,Edges 8'oc ,+� Q <br /> c0 w :.LL :DWARF C9 a ALL FRAMING OR HARDWARE Framing Feld 12 oc <br /> NOT s It fCIFIED m Imp NOT SHOWN OR SPECIFIED Boundades Blocking,Struts 6'oc .� <br /> a u hLl an <br /> TO REMAIN UNCHANGED At Unframed Panel Edges provide PSCA Framing Clip,centered between each Framing Member.See Drawings for in,, ° W <br /> Sheathing Nailing requirements. LU w <br /> _ o <br /> W - Z - — At......ndicated as Blocked Diaphragm rovide 2x Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel <br /> (iLB PER J04 0. W p 9 .�J W GLB PER SO4 Edges.Fasten Shea6hing to Framing and Blocking win 0.131"0 x 2Y"Nails as follows: <br /> m HHUS5.50/70 Framing,Edges 4"a <br /> HHU.SS 51)h0 -) LOW ROOF <br /> TRUSSES I' Framing,Field 12"oc <br /> 24oc .—_..__-._.... <br /> „ Boundaries,Blocking,Struts'4"oc <br /> U 'I See Drawings for other Sheathing Nailing requirements. <br /> 1 I I 4. Roof Framing shall be as indicated on plan.Refer to General Shncd,al Notes. <br /> 12 <br /> T-t 36d; y,08 5. Trusses marked Strut shall be designed to accommodate the inda:ated loads and connections. W <br /> z of <br /> 6. Ovedraming Members shall be 2.4 L 24"an posted down to main training below w/2x4 ai&.c,sraggered,oral indicated by the � / Lam,) <br /> ' Trust,Manuf rer actu a <br /> T Provide sold Fiat Blocking at all Valleys Fasten Sheaning to Block ng-n accordance with Note 3. /0 � W 6. Prov de H25A Clip each side or TLOK6 Screw each I t 2-ply ter Girder Truss and. yp Q <br /> L 4X10 a ply yog ea LL <br /> WALL FRAMING PLAN NOTES ` <br /> 9. Exlenn h/ells shall be Shear Wall type 7-6 win Stills i6 oc,u.o.n. — 0 r <br /> ..(p7 Interior Walls shall be <br /> 2x4 Stud,,@ 16 oc <br /> Where adjacent Shear Walls are in contact,nail studs together per ISO&See 1/S06 for special stud requirements at Shear Wall � Z <br /> 11 types P1-3,P1-2,and P2-2. 1 1 O <br /> 09 SOB <br /> 10. Headers shall be 4,6,u.o.n.Sae Deia113/BDS W/'1, <br /> EXTENDED GARAGE V N I{UI l-LL_' 11. Built-up Stud Groups in Wafle-pip-mg Beans.Pose or Girder T,-iis above shall be 12)Stud,.u.o n.See General Structural I.�� � U <br /> 3-CAR GARAGE OPTION-ELEV.'C' Notes for fastening regmramentc. C p <br /> 12, See t0/SOG to,Simpson to USP hardware conversion table. <br /> LEGEND <br /> DETAIL CALL-OUT <br /> SX.X ra <br /> FP-1--X I SHEAR WALL BELOW PER SCHEDULE OF 71SW <br /> m <br /> _ on <br /> on <br /> ��� BEARING OR SHEAR WALL BELOW t <br /> K <br /> E _] BEARING OR SHEAR WALL ABOVE ti <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/6:'TTOM OF FRAMING) W c� <br /> ® POST BELOW <br /> PT,LD. BLOCK THRU FLOOR FOR POST illrc <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 16 <br /> 604.1 C(M) <br />