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0 <br /> wry <br /> �0 <br /> �O <br /> '^m <br /> 0 O <br /> O ' x <br /> u <br /> nth a LZ <br /> W u <br /> U E vx <br /> LL c w 3 <br /> Ld JJ <br /> caw <br /> xx <br /> MOmy <br /> n <br /> 1 <br /> SOB 508 <br /> to F <br /> 3Yzxg GLB 3Yzx9 GLB MH i <br /> pop w& <br /> A <br /> 2x12 DF <br /> 12"oc <br /> 2 <br /> SOB <br /> PET <br /> E> <br /> S08 ApJ S SPACI Ip Q' FOR <br /> PLUMBING,TYP(SEE A6 FOR <br /> Typ PLUMBING DROP DIMENSIONS) FLOOR FRAMING PLAN NOTES: <br /> 3 1, Floor Sheathing 9 a .t (Panel Span ring 4 24)with ong imension perpendicular to suppons. ue healhing <br /> SOB to as Framing Members nd Blocking below with adhesive conforming to A.P.A.Sperifcation AFG-01.Fasten Sheathing to ^� �- <br /> 9 Framing with 0.131"0 x 2X,,Nails or Simpson WSV#9xY,5"screws as follows: �iDyo� <br /> S08 22 Framing, d"' 6"oc 1,JL/ <br /> �+ Framing. leld 10"oc 0 <br /> 8 ti B <br /> ()2x12 O HDR 3$x12 GLB(F) <br /> g Boundaries,Blocking,Struts 6"oc <br /> d P �US210 P,UNO At areas indicated as Blocked Diaphragm,provide 2x Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel ®� I L <br /> `L+ Edges.Fasten Sheathing to Framing and Blocking with 0.131"0 z Z%'Nails or Sampson WSV O 2"screws as follows'. <br /> 3/SOB.TYP Framing,Etlges 4"oc .1 <br /> Framing,Field 10"oc 1� <br /> P14 Boundaries,Blocking,Struts 4"oc ��� <br /> .J Q <br /> /i r'�- See Draw ngs for other Shealh ng Nailing regti rarroo <br /> B SOB 2. Floor Framing ng shall be as indicated on plan Refer to General Structural Notes for other requirements.rements. V <br /> SO6 1 <br /> "v Z <br /> ROOF FRAMING PLAN NOTES. <br /> ' -- - 3. Root Sheathing shall be s thick(Panel Span Rat mg 24//6) Fasten Sheathing to Framing with 0.131'0 z i'Nails es follows: ^ _� <br /> Framing,Edges 6"oc r,f <br /> Framing,Field 12"0c Q <br /> Boundaries,Blocking,Struts 6"oc <br /> y-B ti At Unframed Panel Edges,provide PSCA Framing Clips centered between each Framing Member.See Drawings far other W <br /> CS16x10'-C'" 1P LOWER 2 _l <br /> Sheahing Nailing requirements. <br /> TOP PLAI"r A"AND 2 I � S08 D LL <br /> ATTACH Tt� LAT 2x4 (2)202() ryyt6 P ?.r At areas indicated as Blocked Diaphragm,provide 2,Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel <br /> BLKG 13701:..7UO3 B CSi6x3'-0" Edges.Fasten Sheathing to Framing and Blocking with 0.131"O x 2Y-"Nails as follows: <br /> %06Ya GLB(DROPPED) PLATE TO PLATE Framing,Edges 4"oc <br /> (2)2x12(F) Framing,Field 12"oc <br /> LUC21OZ <br /> Boundaries,Blocking,Struts 4"oc <br /> O ` p See Drawings for other Sheathing Nailing requirements. <br /> K u <br /> 2x12 DF#2 � �� <br /> ~� �i6"OC, ohs 4. Roof Framing shall be as indicated on plan.Refer to General Structural Notes. <br /> ALL FRAMING OR HARDWARE @J TYP UNO W <br /> NOT SHOWN OR SPECIFIED qa r� LL 5. Trusses marked Strut shall be designed to accommodate the loads and connections. � J IX <br /> TO REMAIN UNCHANGED 6. Ovedfam ng Members shall be 2,4 LN 24 oe posted down to man framing below w/2x4 @ 46 oo,staggered.or as indicated by the o W <br /> `' Truss Manufacturer. <br /> 00 n (2)2x12(F) W <br /> ni 7. Provide sold Flat Blocking at all Valleys Fasten Sheathing to Bluck ng in accordance with Note 3. <br /> Q <br /> m A35 CLIP-GL v 8. Provide H2.5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends typ. O O <br /> TO EDG JOIST <br /> WALL FRAMING PLAN NOTES: LL <br /> 9, Exist.. e 2x4 Studs @ 16 oc.a s she a or all type P1 with 2,6 Studs 16 oc,u.o.n. <br /> 5kx12 GLB SDB rlj6 SOB `�+d, o, Q.k� SYx15 GL6Inlenor Walls shall b u.o n. nole7 (,) <br /> RIM(F) _ 4x8 _ . (EXTEND TO CORNER) _ ,q\0- Where ads cent Shear Walls are n contact.—I studs together per 31SO6.See 1/S06 for special stud requirements et Shear Wall Z <br /> types Pi- Pt-2 and P2-2 O <br /> Zy-B - P1"2 _ L — — — — — — — ] 10. Headers shall be 4x6 u o.n See Detail 131SO& EL <br /> COMMON TRUSS __ <br /> 6 W/HUC26-2 HUC26-2 HUC26-2 CANT. 11 Br It up Stud Groups In Walls supporting Beams Posts or Girder Trusses above shall be(2)Studs u.o.n.See General Structural <br /> (2)2x6 W/HUC28-2 (2)2x6 W/ (2)2x6 W/ 6 ( Notes for fastening requirements. �� <br /> TO POST HUC26-2 -'OST 2x4 SHTG HUC26-2 908 PER �� <br /> COMMON TRUSS TO POST TO POST 12. See 10/506 for Simpson to USP hardware conversion table. <br /> 4x4 POST W/LPC4Z 8 LEDGER W/(2) 13/S07 <br /> _ 11 .P(ONE SIDE) BOB 12tl FA <br /> STUD (H=4'-0") 0 <br /> (2)2x6 I S09 GABLE END PT 4x4 POST W/LPC4Z 7 <br /> GABLE END TRUSS <br /> TRUSS CAP(ONE SIDE) LEGEND <br /> - C518x48" <br /> 2x4 SHTG LEDGER PER 17/308 <br /> i6 WI(2)12d EA STUD SX.X DETAILCALL-OUT <br /> S09 <br /> SHEAR WALL BELOW PER SCHEDULE OF I1S06 M <br /> m <br /> N <br /> EXTENDED FRONT PORCH OPTION-ELEV.'A' O BEARING OR SHEAR WALL BELOW r <br /> BEARING OR SHEAR WALL ABOVE a <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) gl ' <br /> a0 N <br /> 0 <br /> POST BELOW <br /> PT.LD. BLOCKTHRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 16 ��04A <br />