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J, <br /> Qe _ <br /> 1 <br /> ro S08 S06 <br /> ti J S08 CSt6x3'-0'- <br /> 4 5Yxx13Y2 GLB(DROPPED)BEAM TO PLATE P1-0 <br /> HL. ..... J _. <br /> }6 ^ z <br /> r~_n I tiry - <br /> O 8 W <br /> m p4x8 <br /> OS R LUS210, 9 <br /> HORIZ HTS30C- V 7yp LINO SOB <br /> BEAM TO PLATE�` __ _ 6 2 %,,12 GLB(F) }� <br /> SOB <br /> 44 <br /> (212�O 46 ( �Tnsyr,� <br /> 2.12 HF#2 <br /> 2 @ 16"oc, oN <br /> TYP.UNO ADJUST SPACING AS D REQ' `' <br /> 508 FOR PLUMBING,TYP.(SEE 1-1 <br /> A6 FOR PLUMBING DROP 2 — <br /> FLOOR FRAMING PLAN NOTES: <br /> DIMENSIONS) S08 1. Floor Sheathing shay be'."thick T8G(Panel Span Rating 4b124)with long tlimansion perpentl,cular Ic.supports.G�aafhtng <br /> to aY Framing Members and Blocking below with atlhesive confc`rvming to A.P.A.Specification AFG01.Fasten Sheathing to <br /> Framing with 0.131"0 x 2Ye"Nails or Simpson WSV#9x2Y"scr- s as follows: �.� <br /> 2x12 HF#2 Framing,Edges 6"oc M <br /> @ 12"oc Framing,Field 10"oc 00 <br /> Boundaries,Blocking,Struts 6"oc LL w <br /> 3 Are—indicated as Blocked Diaphragm,provide 2,Flat Blocking(per General Structural Noees)at all Unframed Sheathing Penal <br /> ?2+s SO8 22+6 Edges.Feel—Sheathing to Framing and Blocking with 0.131"t3<2y"Nails or Simpson WSV N9x2 z"screws as follows: . 1i1 W <br /> DBL JOIST F Faming,Edges 4"oc V <br /> _�-) Framing,Field 10"oc Q <br /> o <br /> Boundaries,Blocking,Struts 4"oc , <br /> See Draw z ngs for other Sheathing Nailing regw—rents <br /> Floor Framing shell be as indicaletl on plan.Refer to General Structural Noes for other requirements. r <br /> P1-6 ROOF FRAMING PLAN NOTES _ O z <br /> 8 ' 3. Roof Sheathing shall be rs"thick(Panel Span Rating 24—me Fasten Uheam g to Framing vl thth 0 x 2T N'I as toll s Q <br /> SO6 8 Framing,Edges 6" J Q <br /> SOB Framing,Field 12"oc <br /> Boundaries,Blocking,Struts 6"a W <br /> ry}6/ ? _ Af Unframed Panel Edges,provide PSCA Framing Clips centered between each Framing Member See Drawings far other L(J <br /> -0 LAP LOWER �y 2+s Sheathing Nailing requirements. J <br /> I TO FLAATE T 2XD4 / At areas ificated as Blocketl Diaphragm,provide 2x Flat Blocking(per General Sundid—1 Notes)st aY Untrained Sheathing Panel W <br /> TAN STUDS <br /> DBL JOIST(F) Edgea.Fasten Sheathing ro Framing and Blocking with 6.13t"0 x?Y-,"Nails as follows: m <br /> Framing,Edges <br /> Framing Field 12"oc <br /> \ 42+6 S08 4?+B Boundaries Blocking Struts 4'oc <br /> See Draw ngs for other Sheath,g Nailing requ cements. <br /> e 2,yTy %x16Yz GLB(DROPPED) CS16x3'-0"- 4 Roof Framing shall be as indicated on plan Refer to General Strucural rvotes <br /> 5. T marked Smil shay be designed to accommodate th d' d[,ads and connections. LLI <br /> PLATE TO PLATE � Q� <br /> a 6. O rf rig Members shall be 2x4 @ 24 oc posted down t f g below W 2x4 @ 48 oc sbiggerao or s and toted by the <br /> HLL FF I11NG h C WAtkE Y(Lln' 7 Manu(acturer 0 `C 7 <br /> NOT 611OWN L E IFIED O` (LI <br /> TO REMAIN U,� H NGED 3 ] Provide solid Flat Blocking at all Valleys Fasten Sheathing to Block rig in accordance wth Note 3 O <br /> --- - - <br /> LL <br /> 8. Prov de H2.5A Clip each vide or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends,typ � 1 <br /> . O <br /> K <br /> 5 o m WALL FRAMING PLAN NOTES. � l <br /> p 9 EExteror Walls shall be Shear Wall type P1-6with 2x6 Studs Q 16 oc <br /> LL <br /> (2)2.B UC2 '1 S08 Interior Walls shall be 2x4 Slade @ P oc u o n <br /> 2- r HUC26 r'- ti 6 6 2 <br /> TO POST +s 5Y x12 GLB `o+d, �yV+ 1,1+ 5YpX13Yp GLB 2?+6 �-fB Where adjacent Shear Wake are n contact,nail studs together per 3/506 Sae 150G for spec al swd requirements at Shear Wall LL <br /> hgv7 lu RIM (EXTENDTO CORNER) types P1-3 P1-2,and P22 <br /> ... .,.._ �._.... NT O <br /> - - -- -- -- W 'l o. Headers shall be 4x8,u o n.Sex De[a 113I506. <br /> ATTACH LOW ROOF- �- _ ATTACH LOW R�00F� Q_, <br /> DIRECTLY TO RIM {I -L — DIRECTLY TO i. euY1-up smtl Grou sn watts su <br /> p pport rig Beams,Posts or G rder Trusses aboveshall be(2)Studs,il o.n.See General St—ral <br /> BEAM PER 12/SO8 SIM --- E'vL I I USS- BFJ1M PER 12/ ENDTRUSS P1-2 - Notes for fasteningrequcements(2)2x6 W/HUC26-2 t _-4 RAF(ER-z r. (2)2x6 (2)2x6 W/HUC26-2 6 PER "2. See 101606 for Smpson to USP hardware comisson table. D LL I � <br /> MONO Tr!L St_o TO POST SOB 13/S07 <br /> TO POST @ 24!'- O <br /> L 2a END TRUSS I 2x4 RAFTERS @ 24"oc (H=5'-6") <br /> Ii 2x FULL UEI-H (2)2x6 W/HUC26-2 MONO TO END TRUSS <br /> TO POST <br /> '- LEDGERW/(�I TRUSSES��A 11 2x FULL DEPTH LEDGER LEGEND <br /> -_ -I _ 12d EA TRUSS @ 24"oc� S09 W/(2)12d EA TRUSS VERT <br /> VERT SOfi SO6 <br /> (RIGHT (TOPONLYATENTRY SX oE7AIL CALL-OUT <br /> gay i SIDE ONLY) DOOR,EXTEND FULL <br /> LENGTH OF EA. <br /> SHEAR WALL) E-P-I-X SHEAR WALL BELOW PER SCHEDULE OF I)SO6 M <br /> oa <br /> 7 <br /> I -I BEARING OR SHEAR WALL BELOW <br /> EXTENDED FRONT PORC.n OP i ION-ELEV.'B' - <br /> I _- I lif <br /> BEARING OR SHEAR WALL ABOVE d <br /> , <br /> I <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) W <br /> Q <br /> do <br /> O <br /> POST BELOW <br /> W I <br /> PT.LD- BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> 012 4 B 1 d SO4B <br />