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i- <br /> N N <br /> W <br /> UE a= <br /> i1 <br /> U <br /> a ` <br /> sl <br /> m <br /> 1 8 <br /> SOS SO6 O p <br /> Q� f. <br /> P7- <br /> V22x7Y GLB 3Y2x7Y2 GLB <br /> o p• <br /> ADJUST 21ACINGAS REO'D <br /> 14 .. FOR PLUMBING,TYP.(SEE <br /> 508 I I A6 FOR PLUMBING DROP z <br /> DIMENSIONS) <br /> ILL _ <br /> 2 _- <br /> SOB 2x12 HF#2 do <br /> 19.2"oc,TYP. � y - <br /> i S210,TYP UNO BOB T. J <br /> SY x12 GLB(F) , <br /> 0 r�/ <br /> HHUS5.50/10 p / sses <br /> r I z 2(F) <br /> SOB <br /> "LAP LOWER m FLOOR FRAMING PLAN NOTES: g g ton perpendicular to supports.Glue Sheathing <br /> p 3 1. Floor Sheathing shall ba Y""thick 8G(Pa,aISpan Ratin 48/24J with Ion tlimens <br /> E 1'-4"AND 2 SOB p to all Framing Members and Stocking below with adhesive conforming to A.P.A.Spetfiweon AFG11.Fasten Sheathing to <br /> O FLAT 2X4 O j ryry+ Framing with 0.131'o x "Nails or Simpson WSV II9z7Y"scr¢ws as follows: �\ <br /> VN STUDS j Framing,Edges 6"oc / 0 <br /> I. 4x12(F) <br /> Framing,Field 10"oc _ <br /> C, Boundaries,Blocking,Struts 6"oc <br /> C, At areas Indicated as Blocked Diaphragm,pray de 2x Flat Blocking(per General Structural Notes)at all Untrained Sheathing Panel W <br /> 0 Ti et1p.fasten Sneolning tD FFdRng find Blocking with 0,131"0 e 2Y Na is or slmpson wsv rwx2x=wawa as fouewe: <br /> 4 (2)2x6- i-0 a Framing,Edges q'oc <br /> Framing,Field 10"oc <br /> Qa I' 8 Bo <br /> undanes Blocking Struts a oc `� Q <br /> S08 See Draw ngs for other Sheathing Nailing requirements. (r1 <br /> Z 2 Floor Framinghall be as indicated on 1 Refer to General Structural Notes for other v 0 s pan requirements. I <br /> a ROOF FRAMING PLAN NOTES' Z <br /> m +6 3. oo S-.0s,, hat.be ie thick Panel S 0 <br /> tiry 9 s ( pan aging 24/i6) Fasten Sheathing lo reining witlt 0 13t'0 x _'Neils as follows: <br /> _. Framing,Edge, 6"oc Z H <br /> Framing,Field 12'oc Q <br /> 5 O nnj� HU212-3 0 q a Boundaries,Blocking,Struts 6"oc <br /> SOS d`ry+ `V 3 2X12 PIN+ S08 �q T( At Unframed Panel Edges,provitle PSCA Framing Clips cer`e,¢d between each Framing Member.Sea Drawings for outer W <br /> "LAP LOWER Q` O (� J O CS16x3--Q"- Sheathing Nailing requirements. J <br /> 'E 1'-4"AND +410'-61i S <br /> 5kx15 GLB(DROPPED) I PLATE TO PLATE W W <br /> O FLAT 2X4 II'i'_ At areas md'caled as Blocked Diaphragm provide 2x Flat Blocki,g(per General Structural Notes)at all Unframed Sheathing Panel <br /> VN STUDS a Edges.Fasten Sheath ng to Framing and Blotting with 0.131 0 x 2Y.Na Is as follows (�HHUS5.50110 T Framing,Edges 4'oc <br /> 16 ?J2y6� Framing,Field 12"oc <br /> SOB 13 Boundari Blocking Struts 4"oc <br /> ALL FRAMING F HARD,, tit 808 See Drawings f other Sheathing Nailln <br /> NOT SHOWN OF,' <br /> PECIF Y U ,TTACH LOW �. 9s for g requirements. <br /> TO REMAIN UI KHAN G CO '.00F TO BEAM f JI m I 4. Roof Framing shall be as Indicated on plan.Rater to General Structural Nor— <br /> �_—__.—.___.__, ER 11/S08,SIM t� <br /> 1 e1 5 Trusses nlafked Strut shell be d—S-d to acconlmodste the ndIcened loads and connedions a W <br /> it ONO END TRUSS O HORIZ.HTS30C � Z W <br /> ZI 'bT 6. Overfram ng Members shall be 2x4 @ 24 ac posted down to man tram ng below w/2,4 48'oc sta <br /> O PLATE BEAM (2)2x6 �2J �0 Truss Manufacturer @ ggered,p s indicated by the I� ; <br /> HU212- S W <br /> II 16 11 ] Provide solid flat Blocking at all Valleys Fasten Sh¢alhing to Block ng-n accordance with thole 3. I J J <br /> C 2 <br /> + SOB <br /> HLI 'B TO POST "06 HU412 9 Provide H2 SA CI p each side or TLOK6 Screw each .ply or greater Girder Truss ends ryp. O <br /> (L)2x6 _..:: ! I (MAX) PtY t- y s i <br /> ill _._- __, .� ILL <br /> (2)2x6 CONT.4x12(F) ? <br /> ( 1 ` WALL <br /> Laer FRAMING <br /> rAM is shaPLA Shear WallPi-6 u 2 sSl d'31soc e o n. _ <br /> -2 F j22- <br /> -T - W whecrwalla aheu be 2xa Stua Qa 16 O POST _ __ MONO TRUSS _ (2)2u6 W/ 1 tShear Walls a s o contact na I studs to thenper3fS06 See VS06 for special stud res tl _ _ _ (2)2x6 2 5Y2x15 GLB t ea.3 P1 ge qu remains <br /> atShear Wa` e� - MONO TR ` Yeas P1-3 P1 2,and P2-2 ''1 MONO TRUSS t - ; l TOPOST (2)2X @ TRUSSES SDB10. Headers shall be 4x6,u o n,See Data 113/S06.c 1MONO END S09 @ 24 oc Q (�S08 11 Bult-up Stud Groups in Walls supportng Beams,Posts or Girder Trusses above shall be(2)Studs u.0 n.See General S✓uctuml <br /> HTG LEOGEk SHTG LEDGER tholes for tasmnm(272xc tPIER 13fa06 { grequtremanrs. <br /> SD6 PER 131S08 12, See 10/SW fur Simpson to USP hardware conversion 18bl,a. <br /> MONO END TRUSS l <br /> S09 <br /> I ----------- (RIGHT SIDE ONLY <br /> EXTEND FULL LENGTH D <br /> OF SHEAR WALL) 7 <br /> LEGEND <br /> EXTENDED FRONT PORCH OPTION-ELEV.'C' szz OETAIL CALL-OUT <br /> �]� SHEAR WALL BELOW PER SCHEDULE OF 1/S06 <br /> BEARING OR SHEAR WALL BELOW rn <br /> H <br /> BEARING OR SHEAR WALL ABOVE y <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) W o <br /> el <br /> O ,v <br /> POST BELOW � <br /> - I <br /> PT.LD. BLOCKTHRU FLOOR FOR POSTABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 16 `w`0 4 C <br />