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0 <br /> �o <br /> a. <br /> W <br /> 0 <br /> z i7 <br /> �W <br /> a a =Z <br /> o0 <br /> mm <br /> i <br /> L �S <br /> 1 ¢ <br /> l J 65{`RK�Y <br /> FLOOR FRAMING PLAN NOTES: <br /> 1. Floor Sheathing shall Ibe Y" <br /> t ick & e pan aeng 4S1241 witlt long dimension peryendicular to supports.Glue Sheathing <br /> to all Framing Members and Blocking below with adhesive contormmg to A.P.A.Specigcatton AFG-01-Fasten Sheathing to <br /> 'taming with 0.131"0 x 2Y"Nails or Simpson WSV#9x2✓"screws as follows, (— <br /> Framing,Edges I 6110c w LL <br /> W <br /> Framing,Field 10"oc �1/ <br /> - � Boundaries,Blocking.Struts �8"oc w <br /> —I <br /> At areas indicated as Blocked Diaphragm,provide 2,Flat Blockinr per er General Structural Notes)at all Unameo Sheathing Panel LL <br /> Edges.Fasten Sheathing to Framing and Blocking with 0.131"0 x 1}_:'Nails or Simpson WSV#9x2Y"screws as follows: V <br /> ' IL Framing,Edges 4"oc Q <br /> �P1_C2�— -- P14i Framin9 Feld 10'oc <br /> -,-- _ Boundaries,Blocking Struts 4'oc `Qn <br /> vn- <br /> yDrawingsfor other Sheathing Na ng requ raments Vh LL SHTGWALL SHTGCONT.THRU CONT.THRU - 2. Floor Frain ng shall be as ndicated on plan Refer to General Structural Notes for other requ-mints.CORNER —]P-.(I_'_...'- CORNER p1-g ROOF FRAMING PLAN NOTES: O 0 <br /> (2)(, I b U- (2)CS16x3'-0"- 3 Roci Sha'atKng shall be&�'(Ihii(Panel Span Gong 2— 4Sheathing to Framing with 0 131"6 zNails as follows: <br /> I BEAM I U ti. I I BEAM TO EA. Franing E s oc <br /> i 6' <br /> III L,I= LI PLATE Framing Fled 12 oc <br /> LOW(IF ., II (-I� I 12 Boundares,Blocking,Struts hoc UJ <br /> w <br /> TRUSSES '. �'I `S 08` $O6 At Unframed Panel Edges provide PSCA Framing Clips ce tend between each Framing Member.See Drawings for other T <br /> L_a- '� J \� I m^ Sheathing Nailing requirements. li W <br /> i; III(7 pow, tp LOW ROOF III 0 ou AI amas indicated as Blocked Diaphragm,provide 2x Flat Blocking(per General Structural Notes)al ell Unformed Sheathing Panel � Q <br /> TRUSSES <br /> m a y I p' Edges.Fasten Sheathing W Framing and Blocking with 0,131"0 x 2Y"Nags as follows: <br /> s III o 24OC I R rc Framing,Edges <br /> Frammg Feld 12"oc <br /> w' '� >•�I:_ w I HHUS5.60/10 Boundares,Blocking Struts 4 oc <br /> / w Sae Drawings for other Sheathing Na Iing raquaemenla <br /> 'IY� GLB PER SO4 <br /> 4. Roof Framing shall be as indicated on plan.Rater to General Structural Notes. <br /> 6 I� <br /> O i I U' I Trusses marked Strut shag be designed to accommodate the indicated d tl and connections. (W_ <br /> 16 /f/ Z <br /> ALL FRAMING OR HARDWARE 6 Ovarham,lg Members shall be 2x4 @i 24 oc posted down to in framing below w/2x4 Q 96 oc staggered,or as indicated by the LL �yJ <br /> LL" I NOT SHOWN OR SPECIFIED Truss Manufacturer O Q <br /> TO REMAIN UNCHANGED <br /> III III 7. Provide solid Flat 8loolong at all Valleys.Fasten Sheathing to Blocking m accordance with Note J O _/�j w <br /> ILL <br /> I I b. Pro id.H2.5A Clip onside or TLOKS So,—each t 2-I ter Girder Thu.erbs,typ. J 0— Q <br /> III Pea Pha DY or greater <br /> 4 <br /> WALL FRAMING PLAN NOTES: (y <br /> 9. darior Walls Shall be Shear We type -6 with 2x6 Studs @ 16"'-'u.o.n. LjL (D 1� <br /> Interior Walls shall be 2x4 Studs @ 16 oc a o.n. <br /> _ U <br /> Where adjacent Shear Walls are in contact nail studs together per 31SO6.See 1/BO6 for special stud requ renlenls at Shear Wag <br /> �I-'-- types P1-3,P1.2,and P2-2. ',1 a� O <br /> 10 Haadars shall bit 44 u o.n See Deta 113/SO6. l r/,a G} � <br /> ao§/ L__ LL. U <br /> -- N S08 L— —————— _� 11 Built-up Slutl Groups in Walls suppoNng Beams,Posts or Girder Trusses above shall be(2)Studs,u.e.n.See General Structural f'1 <br /> Notes for fastening requirements. L.L. Q <br /> 12. See 10/S06 for Simpson to USP hardware conversion table. LL LO <br /> 3-CAR GARAGE OPTION- LEGEND <br /> :XTEiJDED GARAGE OPTION-Ei-c'--. ELEV.'A' -- <br /> ---- --- XX DETAILCAU-OUT <br /> SX.X <br /> SHEAR WALL BELOW PER SCHEDULE OF 1/SO6 <br /> r � BEARING OR SHEAR WALL BELOW N <br /> H <br /> K <br /> SEARING OR SHEAR WALL ABOVE W <br /> (F) y FLUSH FRAMED(BOTTOM FLUSH WI BOTTOM OF FRAMING) LL rmv <br /> y aO <br /> POST BELOW <br /> w <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 1h <br /> `:�04 A A(M) <br />