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0 <br /> w <br /> rs <br /> w - <br /> l7 %U <br /> r U <br /> 2 <br /> U6 <br /> E Wi <br /> U c <br /> a F= <br /> m <br /> U� <br /> 8 <br /> 906 r SOA) 13 NON <br /> —GSi6z3'-0" <br /> EAM TO PLATE <br /> 5Yx13Y GLB(DROPPED) <br /> a old <br /> B YP UN ^I S06 I ❑ BEAM TO PLATE <br /> Pi- <br /> S0 3Yxx12 GLB(F1 Jd �in _4x8 -1�011 <br /> A e p. <br /> SOB <br /> FT+I i', S gyp T.(2��x'O ?212n'6 of ASN a r <br /> 2x12 HF#2 <br /> CI <br /> EW�,�rK <br /> — -ADJUST SPANGA RECJ'D T 16"oc, 2YP.UNO <br /> FOR PLUMBING,TYP.fSEE S08 <br /> A6 FOR PLUMBING DROP <br /> DIMENSIONS FLOOR FRAMING PLAN NOTES: <br /> ) I 1. Floor Sheathing shall be.t (Panel p�Raung 41P141 wiih long dimension perpen cu arto supports.G ua Sheathing <br /> an j to all Framing Members d Blacking below with adhesive conforming to AP.A.Specification AFG-01.Fasten Sheathing to <br /> l <br /> 12"uf: - ... _ I�'� framing with 0.131"0 x�"Nails of Simpson WSV#Sx2y"screws as follows: �� �L <br /> 2x12 HF#2 Framing,Edges 6"oc pY1 w <br /> C°3 - 1 _ Framing,Fieltl 10"oc H./ <br /> I- Boundanes,Blocking,Struts 6"oe J <br /> 3 At areas indicate0 as Blocked Diaphragm,provide 2,Flat Blocking(par General Structural Notes)at all Unframed Sheathing Panel LU <br /> '- - �ry+D IL JOIST gF �ry+6 Edges.FasFramingt Edges hing to Framing and Blocking o�0.131"0 x 1Y."Nails or Simpson WSV#gx2Y"screws as folows: ar 0 <br /> I l) _ Fram <br /> Q <br /> m,Feld 10 oc g <br /> Boundaries,BbcWng,Struts 4'oc �� Q <br /> aSee Draw ngs for other Sheathing Nailing requ rements Ur <br /> hi- "": 2. Floor Fram mg shell be as Indicated on plan.Refer to General Structural Notes for other requirements 7 <br /> I PIn Z <br /> .- 6 ROOF FRAMING PLAN NOTES' x 3, Roof Sheathing shall re i (anal pan along 24 6). aster Sheatnug to roming wth 1 i Nails as follows <br /> bI I� N SO6 Framing,Edges 6"oc J <br /> $08 Framing•Field 12"oc Q <br /> Boundaries,Blockng Struts 6'oc � ■ a <br /> At Unframed Panel Edgar,provide PSCA Framing Clips centered between each Framing Member.Sea Drawings roc other J <br /> `! +6• C516x8'-0"-LAP LOWER Sheathing Nailing requirements. = Ll.l <br /> �i TOP PLATE V-4"AND - <br /> ATTACH TO FLAT 2x4 At areas indicated as Blocked Diaphragm,provide 2x Flat Blacking(per General Structural Notes)at all Unframed Sneathing Penal Q DEL JOIST F Edges Fasten Sheathing to Framing and Blocking with 0.131"0 x "Nails as follows: _ <br /> () 8 9 9 9 <br /> �I BLKG BTWN STUDS <br /> Frammg Etlges 4'oc <br /> Frammg Field 12 oc <br /> �N $Og o- Boundanes,Blocking,Struts 4 oc <br /> See Drawings for other Sheathing Nailing requirements. <br /> Ku 4. Roof Framing shall be as ndicated on plan,Refer to General Structural Notes <br /> CSiBx:i-G"y�— 2�1 O <br /> e 5. Trusses, Shall b designed to accommodate the indicated loads and connections. LJ <br /> PLATE TO PLATE russes,mar trut s e ' <br /> AT z <br /> yi2�0 rE 6. a ring Members shall be 2x4 @ 24"oc posted dawn to main framing below w/2x4®48"oc.staggered or as-indicated by the Q W <br /> b Truss <br /> A ALL FRAMING OR HARDWARE Truss Manufacturer. <br /> ,- 2 NOT SHOWN OR SPECIFIED O LU <br /> O <br /> TO REMAIN UNCHANGED 7 Provide solid Flat Blocking at all Valleys.Fasten Sheathing to Blocking in accordance with Note 3. <br /> � m o3 � <br /> o //'�� <br /> 8. Provide H2.5A Clip each side or 7LOK6 Screw each ply at 2-ply or greater Girder Truss ends,lyp. O LL O <br /> WALL FRAMING PLAN NOTES <br /> J 5 9 'a ill or Walls all lean a type F1-G caw w 21r6-Stntls�16 oc,u o n. �„{. (D <br /> Interior Walls shall be <br /> 2x4 Studs Q I6 oc u o.n U <br /> L fix'+y �s'+y ti 5Ypx12 GLB 1`4 1 5yxl2 GLB 'I-�} Wnere edlacant Shear Walls are n contact na studs together per 3/506,See 1/S06 for special stud requirementst She,,Wall Z <br /> BAN ER/ - RIM+/-10'-0" RIM+1-10'-0' types Pi 3 Pt 2 and P2-2 <br /> r — — - — — p <br /> (EXI ENE TO C - — 10. Headers shall be 4x6 u.o,n.See Detail 131SO6, <br /> ( IS IIIllA'll o xL RI`l _ 2x4 SHTG LEDGER _ —— 2x4 SHTG LEDGER 0 U <br /> _ _ WI 12)12d EA STUD MONO TRUSS W/(2)12d EA STUD 11. Built-up Stud Groups-n Walls supporting Beams,Posts or Girder Trusses above shall be(2)Studs,u.o.n.See General Structural A <br /> MONO TRUSS Notes for fastening requirements. LL <br /> PER 6 12)2x6 W/ (2)2x6 - 2 2x6 W! t <br /> 508 O (2)2z6 W/HUPOST t2. Be.5ae 10/SO61or Simpson to USP hardware wnveraion table. ''11 <br /> !PER <br /> SOB HUC26.2 1� <br /> (FI=S'-B"i TO POST END TRUSS O POST <br /> MONO TRUSS TO POST <br /> TO POST <br /> (2)2x6 WI HUC26-2 <br /> 1 g TO POST (2)2x6 i t <br /> Os — — SDB LEGEND <br /> S <br /> END TRUSS <br /> SO6 S06 <br /> (TOP ONLY AT ENTRY (RIGHT 16 SX X DETAIL CALL-OUT a; <br /> DOOR,EXTEND FULL SIDE ONLY) SOB <br /> LENGTH OF EA. k <br /> SHEAR WALL) rp—ix—] SHEAR WALL BELOW PER SCHEDULE OF 11806 <br /> m <br /> EXTENDED FRONT PORCH OPTION-ELEV.'A' O BEARING OR SHEAR WALL BELOW <br /> BEARING OR SHEAR WALL ABOVE d <br /> (F) FLUSH FRAMED(BOTTOM FLUSH Wr BOTTOM OF FRAMING) W <br /> 0 <br /> POST BELOW <br /> W <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE <br /> HOR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 76 , <br /> SO4A(M) <br />