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0 <br /> W <br /> p q v <br /> w— <br /> a= <br /> Wx w3 <br /> a w <br /> z <br /> a <br /> �P <br /> , 8 <br /> SOB SO6 <br /> i ji <br /> `lf6 _. .. <br /> 41x�10 a <br /> b <br /> A STSPACI4NxG10A REO'D W '. <br /> B=! <br /> 14 .. FOR PLUMBING,TYP.(SEE <br /> 4Ra <br /> 508 I I A6 FOR PLUMBING DROP t <br /> DIMENSIONS) <br /> 2._ <br /> S08 2x 2 HF82 c7l I W - <br /> @ 19.2"ce.TYP. J <br /> n <br /> TYP UN O SOB L J <br /> 5Yz z12 GLB(F) p <br /> v HHUS5.50/10 �b � •1 ,.,\�' <br /> 2 ry+b 14 7 `:`.ESA <br /> "4y <br /> ::z l -0"LAP LOWER m FLOOR FRAMING PLAN NOTES: pan Rating 44824)with:,,long omens on perpentl cular to supports.Glue Sheath ng <br /> TOP'I.JE 1'4"AND 3 1. allSheathing em rs thick TBG(Panel <br /> S08 b to all Framing Members end Blocking babes w11h atlhesve conforming fo AP' ahon AFG-01 Fasten Sheathing to <br /> DTI A':'.. I TO FLAT 2%4 pp 2� Framing with 0,131 0 x 2<Nails or Simpson WSV 1{gx1Y"screws as follows: �\ <br /> ut.�:�. �:TWN STUDS o v ti 11raming,Edges 6"oc M Ur <br /> 4xl2( Framing,Field ,0"oc C0 <br /> LLO Boundaries,Blocking,Salts <br /> Ke II __ _ __ __ ________ _ Al areas indicated as Blocked Diaphragm,provide 2x Flat Blocking(W General Structural Notes)at ail Unfra ned Sheathing Panel w <br /> `� y Etlgas.Faslen Sheafh'ng to Framng and Block ng w1h 0.731 0 x 2Yz Nals or Simpson WSV kgx2Y screws as fWlows- z V <br /> 1- n (2)2x6 -4 a Framing Edges 4"oc <br /> Framnn Field 10"oc Q <br /> ko B Bound nes,Blocking,Struts 4"oc Q <br /> SOB Sea Drawings for other Sheathing Nailing requirements. Z rrl <br /> Z N V <br /> pis 3 2 Floor Framing shall be as indicated on plan Refer to General SUiuctufal Notes for other squ nnints. <br /> —' ROOF FRAMING PLAN NOTES _ ___ O O <br /> N,tO 3, Root Sheathing shall be ry'th'c anal Spank bng 24/f 6T Fasten Sheathing to Framing wM i.131"0 z�'Na S aI s(oll,ws. _ <br /> Framing,Edges 6"oc � <br /> Framing,Field 12"oc Q <br /> 5 a ro N} HU212.3 6 4 Boundare t.Blocking,Struts 8"oc <br /> 0"LAP LOWER S08 Q o} N (3)2x12(F) ay+ SOB (pA7,C At Unframed Panel Edges,provide PSCA Framing Clips centered between each Framing Member.Sea Drawings for other Z w <br /> ITE 14"AND �)_t0-8" l0 -CS16x3'-0"- ShealNng Nailing requirements. W J5Yz%15 GLB(DROPPED) B �,/ <br /> PLATE TO PLATE Diaphragm,provide 2x Flat Blocking(per General Structural Notes)at all Unlramatl ShaeNing Panel W <br /> W FLAT 2x4 At areas FastentSheathing to Framing m Blocking 2J4"Nails as follows: Q.... ,i WN STUDS Edges. g g a g with 0.131"0 x <br /> H US5.50/10 Framing,Edges 4"oc <br /> 16 Framing,Field 12"oc _ <br /> S08 13 Boundaries,Blacking,Struts 4"oc <br /> rT. <br /> L FRAMING OR HARDWARE Sea Drawings for other sheathing Nailing requfements. <br /> OT SHOWN OR SPECIFIED ATTACH LOW m 4. Roof Framing.hall be as indicated on plan.Refer to General Suuctural NOos. <br /> REMAIN UNCHANGED ROOF TO BEAM <br /> _. .. PER 11/SO8,SIM vEY <br /> MONO END TRUSS S. Trusses marked Strut shall be designed to accommodate the and—ted loads and connections. J W <br /> O HORIZ.HTS30C <br /> 6. Oveoraming Members shall be 2x4 @ 24"oe posted down to main framing below w/2x4 @ 48"oc,staggered,or as indicated b the O j <br /> O EA.SIDE BEAM y <br /> TO PLATE (2)2x6 Tmca Manufacturer, <br /> ? I 0 II I U212 2 11 7. Provide solid Flat Blocking at all Valleys.Fasten Sheathing to Blocking In accordance with Note 3. L.L <br /> '3T' rb d� xB SOB AX) 8, Provide H2.5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends.typ. O O <br /> (2)2x6 _. _...— --.—_ (2)x6 �1''� <br /> CON7.4x12(F) ? WALL FRAMING PLAN NOTES:pe 1Ewu z to a u o n LL V l u Ie 0! 816 6 8 9 ear e l ry tls 1 <br /> xb' P 1-2 2 2x6 _ Intenar Wells shall be 2x4 Stuus @ 16'oq u o n <br /> MONO - HUC2 2 5yzx15 GLB Where adjacent Shear Walla are in contact rel sods together per 3/SO6.See VS06 for special stud requirement$at Shear Wall U <br /> TRUSSES HUC26-2 x' <br /> 1 S09 @ 2 O TRUSSES SOB 10, Heads.shelf <br /> 2 and P2.2. w O <br /> (2)2z6 W/ @ 24"oc -'- 6 -- "- TO POST types <br /> 6 <br /> HUC26-2 S09 (2)2x6 all be 4x8,u.o.n.$ee Oefail 13/SO6. n F <br /> TO POST <br /> SOB 11 Bu It-up Stud Groups in Walls supporting Seams Posts or Grder Trusses above shall be(2)Studs,u.o.n.See General Structural <br /> (2)2x6 \�` 'HUC2 W/ 8 (2)2x6 VJ/ Notes for listenng requ iements 0 <br /> HUC26-2 506 MONO 11 HUC26-2 = (Q <br /> TO POST TRUSSES 12 Sea 10/SO6 for Simpson to USP hardware conversion table. LL <br /> _._....... (RIGHT SIDE ONLY S08 TO POST <br /> EXTEND FULL LENGTH @ 24 oc D <br /> 11 OF SHEAR WALL) <br /> so9 LEGEND <br /> EXTENDED FRONT PORCH OPTION_ELEV.'A' J szz DETAIL CALL-OUT <br /> FFa <br /> SHEAR WALL BELOW PER SCHEDULE OF 1/SOB C <br /> m <br /> 6111i BEARING OR SHEAR WALL BELOW rn <br /> C <br /> C <br /> BEARING OR SHEAR WALL ABOVE y <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) Gov <br /> 0 a POST BELOW <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 16 S 04A <br />