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I <br /> U - <br /> lY'r <br /> L <br /> w= <br /> U2 <br /> LL, <br /> I d TS <br /> Fr- <br /> i <br /> 1 w fll <br /> 8 1 <br /> S06 SOB <br /> f <br /> P1-3 p, <br /> ¶ M( <br /> 1F 3Y2x GLB- N �3.V2%�� <br /> W N, <br /> o a I:ti - <br /> e�ry\ 2x12 DF 2 It ---- <br /> 12"oc <br /> b <br /> i"`1f <br /> S08 ) <br /> ADJUST SPACING AS REQ'D FOR <br /> PLUMBING,TYP(SEE A6 FOR <br /> p PLUMBING DROP DIMENSIONS) FLOOR FRAMING PLAN NOTES - <br /> g 1. Floor Sheathing shall be/."thick T&G((Panel Span ftaling 46/24)wish long dimension perpendicular to supports.GlueaNing <br /> $OB q to all Framutg Members and Blocking below with adhesive conforming to A.P.A.Spocifcation AFG-01.Fasten Sheathing% F- <br /> 0 Framing with 0.131"0 x 2%a"Nails or Simpson WSV p5x2 z"screws as follows. <br /> 22+6 rye} S08 22+6 Framinq,Edges G'oc Ur <br /> (2)2x12 11c) H R jl�.12 GLB4(F) Framing, ti,Blocking. <br /> 1I., U_ <br /> u Boundaries,Blockiny,Struts 6"dc Q' <br /> ,a 7US21 rp UNO AI areas indicated es Blocked Diaphragm,provide 2x Flat Bloc,,:y Iper General Structural Notes)at all Unframed Sheathing Panel w <br /> `1' 3/SO6 TYP Edges.Fasten Sheathing to Framing and Blocking with 0.131"0 x 2j-Nails or Simpson WSV a9x1Y"screws as follows r 11 <br /> a V <br /> Frnmirg,Edges 4"oc Q <br /> Framinq,Field 10"oc <br /> P1- Boundaries,Blocking,Struts 4"oc `� Q <br /> .I Sea DrawingsI....m Sheathing Na ling re,onamenls Z !I'1 <br /> SO6 x S08 1 Floor Frarn ti shall be as indicated ut plan Raw to General Sductural Notes for other,epu re I <br /> ROOF FRAMING PLAN NOTES- _ O Z <br /> 3. Roof Sheath rig shall be m thick(Panel Span Rating 24/16t Fasten Sheathing Io Fram ng wm 0 131 0 a 2Y`Na Is as follows' 0 O_ <br /> Framing,Edges Woc <br /> Framing,Field 12"11 Q <br /> Boundaries,Blocking,Struts 6"oc <br /> 21x6 �' l q Al Unframed Panel Edges.provide PSCA Framing Clips centered between each Framing Member.See Urewings for other <br /> $D8 Sheathing Nailing atpd mr enk <br /> J,2122,IF) r�+6 p T' Al areas rid 1 tl Blacked Diaphragm, We 2x Flat Bluckn W <br /> `L ,S gm Provide g 1par General Structural Notes)at all Untamed Sheathing Penal T Q <br /> LAP LOWER _ 6 xlSY2 GLB(DROPPED) CS18x3'-0" Edges.Fast SM1 Ih ng to Framing and Blocking w th 0131.0 x ZF Nails as follows. y <br /> 9 1'-4"AND 2 2x12 F PLATE TO PLATE Framing Edges 4 oc <br /> D FLAT 2x4 ) () ?ASee Boundanming.ts L1lockir,IFF NSTUDS r Drawngs forthat Sheathing Nalingreguaenlents 2X72 DF � ( 4. Root Framing shall be as md.red on plan.Refer to General Structural Notesp <br /> O 16"oc, <br /> ALL FRAMING Uh rIARL'WT.RL- K" TYP UNO uJ <br /> NOT SHOWN OR 5PECIFI:.D o 6. rn saes marked Strut shall be designed to accommodate the ind waled brace and connect ors Y TO REMAIN UNCHANGED j w N 6 Overfrarr'n Members shall be 2x4 24 oc posted down to na n framm below w/2x4 46 oc,ale d-r as indicated b the �•� Q ; <br /> g @ pos 9 @ 9gere c y 4 ------ ! N muss Manuf c1 <br /> � (2)2x12(F) L1J <br /> _ w <br /> 2 ] Provide solid Flat 81-1,1119 atali Valleys.Fasten Sheathing to Block rig n accordance w,in Nate 3. <br /> OQ WALL SHTG CONT. � ^ U_ <br /> THRU CORNER 6. P tls H2,5A Clip each s Ee or TLOKS Screw each ply at 2-ply or greater Circe,Truss ends,ryp. L.L O <br /> WALL FRAMING PLAN NOTES <br /> `I 436 CLIP SOS 508 '�} * O 9. <br /> standWe s shall be Shear Wall type l-wuh 2x6 lulls @ i6 <br /> WALL SHTG CONT.—r ,1 r0 EDGE JOIST ° 8Yzx16 GLB 0 Interior Wells shall be 2x4 Studs @ i6"oc u.o.n <br /> THRU CORNER X L <br /> qxg (EXTEN_D TO CORNER 131� <br /> It— -itx_ -1- :._I I - types P1-3.PI-2Sand P2 2 are n contact,nail atolls g p 3/sub.sae 1/sos r p „ =mer t�at s mar vvau <br /> __ _ _ -. - :_ wawa together per - - <br /> . -- 5yxx12 GLB :.. ..... ` O <br /> 2 zx6 NIP hA\I Lh �- RIM(F] „_ (2)21e6 L _ — — — J 19. Headers chail be 4xe u.o.n.See Oetal 13/506 A'1 < U <br /> CANT. I. Built up Stud Groups in Walls supporting Beams,Posts or Girds,Trt sses above shall be 12)Studs u o See G -'al SLI—mal 6.L <br /> ( 1 t MONO TRUSSES 6 PER <br /> Notes for fastening recto rent-te W <br /> do <br /> SOB PER (n <br /> v F / CSi6x48" S09 @ 24"oe 13/SO7 a See 1 O/S06 for Simpson to USP hardware conversion table. LL <br /> w r _ PER 17/S08 ��^ (H=4b") <br /> irf <br /> f° 1 "- f 1 S09 ATTACH LOW ROOF <br /> r $ SOB DIRECTLY TO RIM <br /> / (21 ' BOARD PER 11/SOB LEGEND <br /> LOW ROOF-� j -- <br /> TRUSSES 'zx4 SHTG LEOGE1 <br /> @ 24'.00 Ar c-7 12d EA STUD ', SX X DETAIL CALL 01T <br /> SHEAR WALL BELOW PER SCHEDULE OF i/506 <br /> k <br /> m <br /> L d-, <br /> EXTENDED FRONT r C rl ELEV,V <br /> /r m <br /> i - I � 1 BEARING OR SHEAR WALL BELOW � <br /> K <br /> —.. W <br /> - ---- - [___] BEARING OR SHEAR WALL ABOVE a <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) M <br /> J o <br /> la'I POST BELOW <br /> W <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE 0c . <br /> FOR HEADER PER PLAN NOTE 10 <br /> I <br /> 1/4"=l'.0" 0 1 2 4 B ,6 13 04 D <br />