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c <br /> l7 ' <br /> ` z <br /> IL w <br /> z= <br /> T. <br /> -4 <br /> �m <br /> 7 gY- <br /> I <br /> era e <br /> FLOOR FRAMING PLAN NOTES: <br /> 1. or Sheathing irk (Panel Span Rating 4824)with long dime on perpendicular to supports.Glue Sheathing <br /> so all Framing Members and Blocking below with adhesi wnforming 1,A.P.ASIx'cilicabua AFG-01.Fasten Sheathing to <br /> Framing with 0.131"0 x 2Yt"Nails or Simpson WSV#9x2l,"screws as follows: �� <br /> ��- Framing,Edges 6"oc coFraming,Field 10"oc J <br /> eoundares,Blocking Struts 6`oc L <br /> At areas indicated as Blocked Diaphragm provide 2,Flat Blocking(per General Structural Notes)at all Unnamed Sheathing Panel W <br /> Edges.Fasten SheaOi ng to Framing and Blocking will,0,131 0 x 2Y'Nails ur S4npson WSV#9x2Yi"screws as follows: <br /> Framing,Edges 4'oc <br /> Framing,Field 0`oc <br /> i r�WALL <br /> -- _ Boundaries,Bl SHTG � �b WALL SHTGSee Drawings for other Sheathing Nailing requirements.ONT.THRU CONT.THRU 2. Floor Framin shall be as indicated on I Rafe,,to General Structural Notes for other re z <br /> g pan. quremenW ORNER CORNER <br /> P1-6 ROOF FRAMING PLAN NOTES. <br /> (2)GS1b%s'"--I (2)CS16x3'-0"- 3. Roof ShealNng snot be'lq th ck(Panty Span Rating 24/16).Fasle heathing to Frain ng with 0,3T' x 'Nails O Q <br /> BEAM TO EA, BEAM TO FA I I Framing,Edges 6"oc J <br /> PLATEt.l j PLATE I. Framing,Fieltl 12"1 <br /> c <br /> LOW ROOF Boundaries,Blocking,Struts 6"oc W <br /> TRUSSES At Unframed Panel Edges,provide PSCA Framing Clips centered between each Framing Member.See Drawings for other r LLJ <br /> 24'bc Sheathing Na ling requirements. 1 J <br /> �LO'W ROU m d I I At areas'ndicaled as Blocked Diaphragm provide 2x Flat Biock'ng(par General Structural Notes)at sit Urn amed Sheathing Panel W <br /> to O 1 I TRU SSE' 0. an Edge,.Fasten Sheathing tain ng o Fr and BJockmg with 0 131 0 x 2Y,Nails as follows <br /> p I I ®24 x - "OrI Framing,Edges 1 4i'- Q <br /> f ?v"i`21I o Fm raing,Field 12"a <br /> HHUS5.50/10- III HHUS6.50/10 Boundaries Blocking,Struts 4"oc <br /> au a See Drawn for other SheathingNa lin e <br /> GL8 PER SUJ \ I J GLB PER SO4 `ICI III 9s g r qu7enrents <br /> I j1 < 4. Roof Framing shall be as ind sated on plan.Refer to General SuL.Lmt Notes. <br /> I I 16 s Trusses marked Strut shall be designed to accommodate the nd rated leads and connections. W <br /> ALL FRAMING OR HARDWARE �Fl� I y'T 509 w <br /> NOT SHOWN OR SPECIFIED I I li ALL FRAMING OR HARD WARE I �O 6, uvemaming Members shall be 2x4 @ 24 ac posted dwvn to na n framing below w12x4 @ 4e'oc,wtiggarea,or as indicated by the <br /> I I NOTSHOWN OR SPECIFIED I Truss Mi wfanorer W <br /> O 4 > <br /> TO REMAIN UNCHANGED TO REMAIN UNCHANGED <br /> ' Provide sal d Flat Blacking at all Valleys Fasten Sheathing to Block ng m accordance w th Note 3. O W i <br /> 8. Provide H2.6A Clip eaU side or TLOK6 Strew each ply at 2-ply or greater Girder Truss ands,ry ILL. <br /> p. J LL O <br /> WALL FRAMING PLAN NOTES' `n Y_ <br /> 9 Etna or Walls shal be Shear Wail type PtE with 2x6 Studs @ 16 oc,u.o.n. V F— <br /> _ Infer or Walls shall be 2x4 Studs @ 16 P'u o n. C) <br /> P1-6 Where adjacent Shear Walls are in contact,nail studs together per 3/S06.See t/608 for speual stud requirements at Shear Wall Z <br /> �— _— - -- -- - - types P1-3 P,2 and P2-2. 0 <br /> 1 Ji - it 10 Hea1e1ss1allbe4x6 uon.See Detail 13/S16. ^ <br /> {L <br /> ---—-- --- ---- 1 U` -————— ——J S09 11. Built-up Stud Groups in Well,supporting Beams,Posts or Girder Trusses above Shall be(2)Studs,u.o.n.See Gener Structural ^' V <br /> \' Notes for fasteningrequirements. ,r Q <br /> 12. Be,10/S06 for Simpson to USP hardware conversion table. L L <br /> 7 <br /> 3-CAR GARAGE OPTION-ELEv. EXTENDED GARAGE OPTION-ELEV.'A' LEGEND <br /> � DETAIL CALL-011 <br /> -- ® SHEAR WALL BELOW PER SCHECJLE OF 1/S06 <br /> m <br /> I BEARING OR SHEAR WALL BELOW <br /> H <br /> g <br /> BEARING OR SHEAR WALL ABOVE d <br /> IF) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) o <br /> 0 <br /> O <br /> POST BELOW <br /> LJ <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE L' <br /> HOR HEADER PER PLAN NOTE 10 <br /> 04.1 A <br /> 0 1 2 4 e ,6 ;j <br />