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OO <br /> W, <br /> �O <br /> i <br /> W <br /> L9 S i <br /> p a x l' <br /> w= <br /> U� wt <br /> Q c <br /> 11 <br /> x2 <br /> O <br /> dim <br /> n~j Qe <br /> `oOrO~ 18 S08 SO6 <br /> vS08 CSt6x3'-0"- <br /> d. 5Yexl BYa GLB(DROPPED)BEAM TO PLATE Pt-6 � P. <br /> H <br /> E ry <br /> rn S06 N LUS210,- SOB WS <br /> 0 <br /> HORIZ.HTS30C- .�NP UNO ������,,,///��a' z <br /> BEAM TO PLATE P — L � (7. <br /> z 4 <br /> 4x8 - 3Y2x12 GLB(F) +6 W <br /> 8 ?+s 1111 <br /> SOB g <br /> (?/2 60 Q`11�6 1 01' psN�N rl <br /> t o. <br /> 2x12 HF#2 <br /> 2 @ 16"oc, 11 <br /> TYP.LINO ADJUST SPACING AS REO'D <br /> SOB FOR PLUMBING,NP.(SEE <br /> A6 FOR PLUMBING DROP 2 FLOOR FRAMING PLAN NOTES: <br /> DIMENSIONS) I S08 1 Roor eath ng:ha be mmk (anal up Ra4ng<6/?41 with long dimension perpeiiEicular W supports.Glue Shiat�iing <br /> to all Framing Members and Blockinq below wiW edhesrve conforming to A.P.A.Speuhcahon AFG01.Fasten Shashi <br /> framing with 0.131"O x 2Y"Nails or Simpson WSV#9x2Y"screws as follows. �1 <br /> 2x12 HF#2 Framing,Edges 6"oc M <br /> 12"oc Framing,Field 10"oc co <br /> Boundaries,Blocking.S[ruts 6"oc U <br /> 3 At areas indicated as Blocked Diaphragm,provide 2x Flat Blockur9(per General Structural Notes)at all Unframed Sheathing Panel W <br /> SOB 72 Edges.Fasten Sheathing to Framing and Blocking with 0.131'YO x 2Y"Nails or Simpson WSV#9x2K"screws as follows. <br /> _ framing,Edges 4"o; <br /> DBL JOIST(F) -� Framing,Feld 10"oc o _ <br /> Boundaries,Blocking Struts <br /> See Drawings for other Sheathing Nailing requirements. < <br /> d ' V <br /> - _ 2. Floor Framiny shall be as no led on plan.Refer to General SVuclural Notes fur otner requirements. L r <br /> ROOF FRAMING PLAN NOTES: _ _ O O <br /> u `,°r f BelNn96 all ba iM anal pa at ng2016) F t $heath) I0 in_ e h9 m g w 1110 1 J1 0 z 27'Nails as fbllows: <br /> SO6 iX 8 Frammg Edges 6'bc J Q <br /> S08 Framing,Field 12"oc <br /> Boundaries,Blocking,Struts 6"oc w <br /> At Untamed Panel Edges,provide PSCA Framing Clips centered between each Framing Member.Sae Drawings for other W <br /> -U"-LAP LOWER--" `L +s Sheathing Nailing requirements. _J <br /> ATE 1'4"AND / W <br /> i TO FLAT 2x4 At areas intlBlockedted as Blocked Diaphragmovi,prde 2x Flat Blocking(per General Structural Notes)at all Unfram 5healhing Panel r <br /> TVVN STUDS <br /> DBL JOIST(F) Edges.Fasten Sheathing to Framing and Blocking wilt 0.131"(d:<2Y"Nails as follows: m <br /> Framing,Edges 4"oc <br /> Framing,Field 12"oc __ <br /> SOB p`o+s Boundaries,Blocking,Struts 4"oc - <br /> / See Drawings for other Sheathing Nailing requirements. <br /> 4. Roof Frantin hall be as indicated on I Rater W General Structural Notes. <br /> or;p 1y,0 5Y2.1%GLB(DROPPED) T g s pan <br /> CS16x3'-0"- <br /> PLATE TO PLATE 5. Trusses marked Slrm shall de designed to accommodate the Indicated loads and conn,,I,ns. ,asr' LLl <br /> ALL <br /> FRAMING <br /> ?�VO0 6. Ovedraming Members shall be 2x4 @ 24"oc posted dawn to main framing below w/2x4 Q 46'oc,staggered.or as indicated by the LL W <br /> ALL FRAIVIIIVG sir;11FIiUWARE Z v V21 Truss Manufacturer. O > <br /> NOT SHOWN Oki'SPECIFIED O ,J W <br /> 1 O REMAIN Lfq,I ItiNGED O2 3 N 7. Provide solid Flat Blocking at all Valleys.Fasten Sheathing to Blocking in accordance with Nola 3. <br /> LL Oa <br /> m O 8. Provide H2.6A Clip each Side or TLuK6 Screw each ply at 2-ply or greater Girder Truss ends,ryp. O <br /> K <br /> o m WALL FRAMING PLAN NOTES. 11 >_ <br /> 5 p 9. EMenor al s c all be Shear Wall type P1.6 with x6 turfs i6'"oc,u.o.n. �f h- <br /> (2)2x3 4Y'; S08 Interior W611s shell be 2,4 Studs @ 16"tic'u.o.n. <br /> f HUC26-2 t' .'i 6 6 N_ �4jl <br /> H U J `o+s x12 GL8 `�+a, q,V'* q.'+ SYzx13Y GLB Where adjacent Shear Walls are in contact nail studs together per 3/SO6.See i/SOB for special stud requirements at Shear Wall L RIM+/-10'-0" (EXTEND TO CORNER) types P7 3 P1 2,end P2-2 Os — TO POcr CANT. 0 Headers shall be 4x6 u.o n See Dera I IM06ATTACH LOW ROOF ATTACH LOW ROOF <br /> DIRECTLY TO RIM —r_ DIRECTLY TO RIM — — — — — '1. Bu It-up Stud Groups in walls supporting Beams Pasts or Girder Trusses above shall be(2)Studs u a.n Sea General Structural A _I <br /> BEAM PER 12/SOB.SIM BEAM PER 12/SO8,SIM END i TRU-S P1- 1 Notes for fastening requirements. LL (LYL <br /> (2)2xB W/HUC262 I 2 4 R.u' I h:. - (2)2x6 (2)2x6 W/HUC26-2 6 PER ;2. Sae 1DIS06 for Simpson to USP hardware conversion table. <br /> / Iwc v' .u;,S TO POST SOB 13/S07 <br /> TO POST � (d124'or. t <br /> a t END TRUS 2x4 RAFTERS®24'oc <br /> i <br /> 2' <br /> FUI i l2)2x6 W/HUG26-2 MONO TO END TRUSS <br /> LEDGER u/i 2i TO POST TRUSSES 2.FULL DEPTH LEDGER LEGEND <br /> I 12d EA ThU S (r�24"oc� 509 W/(2)121 EA TRUSS VERT <br /> VER-f SO6 SO6 <br /> (RIGHT (TOP ONLY AT ENTRY SX X DETAIL CALL-OUT <br /> SIDE ONLY) DOOR,EXTEND FULL <br /> LENGTH OF EA. <br /> SHEAR WALL) CPI-X.I SHEAR WALL BELOW PER SCHEDULE OF 1/SO6 k <br /> EXTENDED FRONT PGRCi ­r'i t6j4 -ELEV_'B' —� BEARING OR SHEAR WALL BELOW <br /> BEARING OR SHEAR WALL ABOVE p- <br /> (F) FLUSH FRAMED(BOTTOM FLUSH WI BOTTOM OF FRAMING) w o <br /> Q <br /> r Co <br /> CJx POST BELOW —I <br /> PT.LE). BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> 114"_1 <br /> '-O" 0 1 2 4 8 16 S 04 B <br />