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T1 <br /> Ic� <br /> 8 •, <br /> O <br /> 13 N O <br /> -CS16z31011- SOB yam$ <br /> 4M TO PLATE P- <br /> -------- {Pi,� 5Y2x13X GLB(DROPPED) PL, r, <br /> HDR <br /> j III <br /> -1'- - 8 1 O <br /> T SO6 m p <br /> SOBi O H0R2.HTS30C- <br /> a <br /> BEAM TO PLATE <br /> 3yx12 GLD F71 T�Ii ',ID 4x8 Z <br /> \\r III Pq <br /> 8 w <br /> SOBT. <br /> asgi <br /> r2j2+G 1 III 121�* "7 ,�o 4 0 <br /> ADJUST P.vll'IIV( --` <br /> 2x12 HF#2 <br /> @ i6"oc, 2 <br /> TYP.UNO lR ' � <br /> ', FOR PLUNIUII I' I S08 N17 7 <br /> A6 FOk PLUM ..... <br /> FLOOR FRAMING PLAN NOTES <br /> %1 Hl.tl ME 1 loot heath rigs ( p y ) g perpantl cuter( to yuppons.GIueFn al th kYSG-P �—dial 4 II I n Amenson <br /> Frail Framing Memhar tl BI k g bet Yi N atll ', ( g t 10 P A Speclfcal on AFG 01 Fasten Shealhmg to <br /> Fremur9.,in 0 131 0 2X N Sln p WSV#gx2Y. crews as follows <br /> Framing Edges 6 oc ry1 w <br /> KJ <br /> Framin Fteld 70'oc <br /> i I <br /> Boundaries Blocking Struts 6"oc � -U <br /> j MSTF <br /> Panel6 Etlges.Fasten Sheathing to Fram ng antl Block ng with 0.131 0,2k'Ne Is or S'mpsonWSV#9x]J!.'screws as hill—, Q <br /> Framing,Edges 4"oc Q <br /> DBL JO Framin,Fieltl 10"oc <br /> 9 D_' <br /> t - - BOUndare5 Blocking,Sinlls 4"00 �/ Q <br /> -III'-y _LEI See Drew rgs for.,he She ih g N'I g q' nts L� <br /> 2 Floor Fred rig shall be d -1 tl n plan.Refer 10 General Structural Notes for other raga remenls. z ' <br /> i <br /> m <br /> ROOF FRAMING PLAN NOTES. __ _ O P-t <br /> K B 3. Roofheath n N ry g shal be s'd' Pa iel Sp R by 2 1 Fasten Sheath n—g rig w in 0.1310 x 2Y Na is as rollows: <br /> j F� I Framing,Edges 6 oc <br /> I'I SO6 Framing Field 12 oc y <br /> Boundaries,Blocking,Struts 6'0c <br /> At Unframed Panel Ed s ovitle PSCA Framing Cli s centered between each Ranting Member.See Urawin s for other <br /> w <br /> 9e.pr 9 P g 9 � <br /> I v ti 2 <br /> Sheathing Nailing menis. <br /> 'L +s CS16x8'-0'-LAP LOWER g yreguire = W <br /> TOP PLATE V4"AND <br /> L j --- ATTACH TO FLAT 2x4 Edges.6Fasten lSheathing m Fairingaa d BI k ng2wrrth 0 B3,NnHl1i'�Nails ars follow,: Notesl at all U Irametl Shealhir,y Penal - <br /> DBL JOIST(F) <br /> BLKG BTWN STUDS Frammg Edges 4'oc <br /> j S Framing Fieltl 12'oc <br /> i 4 + boundaries,Bloc tMs 4'oc <br /> r L S08 hry Sea Draw rgs for oche Sheathing Nall-requ remands. <br /> G�lfixs-u' <br /> 4. Roof F'am rg snail be rl t tl n plan Refer to Ge feral SVr cwral Notes I- <br /> I2 <br /> O f- <br /> +6 w 5. Trusses marked Strut shall be designed W accommodate tl ti red 1 ads aid wnnecoons. LLI <br /> PLATE TO PLATE <br /> - '� � Z j �' <br /> 6. Ovenra n rig Members shall be 2x4 @ 24 oc posted dow t mar trading below w/2x4 0g 48 oc.staggered or as nd,caded by the W <br /> ALL FRAMING OR HARDWARE Trues Menulacturer, <br /> Q <br /> z� <br /> NOT SHOWN OR SPECIFIED <br /> O <br /> 1 W <br /> F O i 7, Prov,da soLtl Flat Blocking al all Valleys.Fasten Sheathing to Blockrng rn acwrdance with Note 3. J <br /> TO REMAIN UN <br /> CHANGED <br /> p � <br /> 'w <br /> m B. Provide H2.5A Clip each sous or rLOK6 Screw each ply t 2 ply.,greater G rder Truss ends,typo O <br /> u <br /> � m <br /> n <br /> p7 WALL FRAMING PLAN NOTES _ l Il <br /> I� � I, O 5 'I 9. xtetior ass al hear a I ly a�1-6 w 2x6 Sl tl �',i 16-. .o n l.J _ <br /> j S08 (2)2x6 W/ Interior Walls shall be 2x4 Studs @ 16 uc u.o n N <br /> - ry}6 `o HUC26-2POST �{6 I 'L+6 Where adjacent Shear Wait,...,,contacL nail studs together per 3)S06.See lfS06 for spec al stud raqu ren arils a[Shear Wall I..V <br /> by + + 'L 5Y2x12 GLB 'L TO POST 'Y 5Y x12 GLB <br /> -_CAN - C RIM+/-10'-0' I' RIM+/-10'-0"I types P1-3 P1 2 and P2-2 1 1 1 O <br /> 6...i ^• -Ir 10. Headers shall be 4.6 u o.n See Data 131506. l r�, F, <br /> j. ATTACH LOW ROOF _ __ ATTACH LOW ROOF <br /> DIRECTLY TO RIM DIRECTLY TO RIM n. Built-up Stud Groups In Walla auppomng Beams Posts.r Girder Tosses above shall he(2)Stntla,u.o.n.Sea General Structural A V <br /> '_- -- - -- - - ENO TRUSS LL p <br /> P1-2 - - <br /> i- END TRUSS BEAM PER 121S08,SIM / BEAM PER 12/508,SIM Notes for fastening requirements <br /> PER 6 W/HUC26-2 (211 2x4 RAFTER (2)2x6 W/HUC26-2 12. Sea 10/S06 for Slmpaon t.USP hardware t.nvarsion table. <br /> 131507 508 TO POST MONO TRUSSES <br /> @ 24"oc TO 92 <br /> 4"oc TO POST <br /> (H=5'-6"'. ,..I SR5 @ 24"o END TRUSS <br /> END TRUSS MONO (2)2x6 W/HUC26-2 <br /> (2)2x6 <br /> 2x FULL DEPTH <br /> LEGEND <br /> THLEDGER 11 RUSS LEDGER W/ <br /> RUSS VERT S09 8 @ 2q"0. TO POST oc 8 12tl EA TRUSS <br /> SO6 SO6 VERT <br /> (TOP ONLY AT ENTRY (RIGHT 11 X DETAIL CALL-OUT <br /> DOOR,EXTEND FULL SIDE ONLY) 508 <br /> LENGTH OF EA. Pl <br /> SHEAR WALL) SHEAR WALL BELOW PER SCHEDULE OF IIS06 <br /> m <br /> BEARING OR SHEAR WALL BELOW m <br /> EXTENDED FRONT PORCH OPTION-ELEV.'B' <br /> __] BEARING OR SHEAR WALL ABOVE <br /> (F) FLUSH FRAMED(BOTTOM FLUSH Wf BO17OM OF FRAMING) w o <br /> a O <br /> POST BELOW ? <br /> W <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE - <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 16 <br /> SO4B(M) <br />