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W <br /> 1 <br /> w <br /> U <br /> d =w <br /> L� <br /> o'm <br /> T <br /> r <br /> w - <br /> w - <br /> I�FT.L <br /> III 66 <br /> e, <br /> I la�rcava:F�� <br /> FLOOR FRAMING PLAN NOTES: -- <br /> 1. oer Shea ing shall be'/."rh'k T G(Panel Span Rating 48/241 with long dimension perpendicular to supDons.Ghealhing <br /> j to all Framing Members and Blocking below with adhesive—forma I to A.P.A.Specd lion AFG-01.Fasten Sheathing to <br /> Framing with 0.131"0 x 2Y"Nails or Simpson WSV k9x2Y"screws as follows: <br /> Framing,Edges 6"oc �Y1 w <br /> Framing,Field 10"oc ��J <br /> Boundaries,Blocking,Struts 6"oc LL <br /> J <br /> J9 i ,n S09 At areas ndiwted as Blocked Daphragm prowtle 2x Flat Block ng(par General Sud—al Notes)at all Unnamed Sheathing Panel W <br /> a Edges.Fasten Sheathing to Frain tg and Blocking with D.131"0 x 2Y'Ni Is or Simpson <br /> peon W5V M9x2Y.screws as follows: <br /> Framing,Edges 4'w Q <br /> Framing,Field 1D'oc <br /> f __ _ Boundaries Block ng,Struts 4"oc `� Q <br /> 7-*6 See Drawings for other Sheathing Nailing requ'rements. <br /> J LL SHTG WALL SHTG <br /> CON f THRU — CONT.THRU 3 Fluor Framing hall be as d tad on tan Refer to General Structural Notes for otherr t{ I ;..... 9s P equirements. <br /> t;ORNEf. _, r CORNER P1 6 O z <br /> ' ( i ROOF FRAMING PLAN NOTES Q <br /> - � --(L) r (2)CS,6X3'-0"- 3. Roo!Sheathing shall be tot (Panel Span Rating 24/—Fasten Sheath ng to Framing with 0 131 0 x a Nads as(allows:{ <br /> III 86a d rl Ali_ I I BEAM PLATE Framin Field 16"oc Q <br /> TO 9Edges <br /> I i I I e. 2'nP <br /> UjLow ROU - ....1 1 }I,� I I 12 Boundares Blocking,Stuts 6'oc ,.emered between east Framing Men6er.see ore r un,ar <br /> SOB At Unframed Panel Edges,provide PSCA Framing Clips' rg g w <br /> @ 24 oc .`�v I m O - (-I m 0 Sheathing N-T g equ rements = W <br /> LOW ROOF III(,Wa At areas u d t tl as Blocked Diaphragm,provltle 2.Fiat Block t9(par General Structural Notes)at all Unframed Sheathing Panel <br /> rn a N TRUSSES a O Edges Fasten Sheathing to Framing and Blo6dng with 0.131 0 x 2Y Nails as follows. m <br /> o @ 24"oc Framing,Edges I 4"oc <br /> --1II p III Framing,Field 12'oc <br /> - - z HHUS5.50/10 Boundaries,Blodting,Struts 4"oc <br /> du II <br /> See D—ui s for other Sheathing Nailln re ments. <br /> GLB PER SO4 g ns g qu re <br /> I 4. Roof Framing shall be as indhca{ad on plan.Refer to General Structural Note, <br /> 15, Trusses marked Strut shalt be des gnetl to accommodate the inJ�a a connec letl tootle and t ohs ILL! <br /> 6 W <br /> ALL FRAI yH 1 - 309 ALL FRAMING OR HARDWARE <br /> '( 6. Ovedram ng Members shall be 2x4 @ 24 oc postetl down f n below w/2x4 48 oc eta tl,or as udwafed b the <br /> @ 99ere y O � <br /> NOT HU WI'JI u I NOT SHOWN OR SPECIFIED Truss Manufacwrer <br /> O I III T REMAIN UN TO REMAIN UNCHANGED > <br /> III . Provide sox!Flat Blocking at all Valleys,Fasten Sheathing to Block ny n accordance win Note 3. w <br /> a LL. <br /> - III 1t� I I 8, Provide H2.5A Ctp each side or TLOK6 Scrow each ply at 2-ply or greater Girder Truss ends.typ. J Q <br /> WALL FRAMING PLAN NOTES: >- <br /> \ I 4x10 I I 9. Exterior Walls shall be S ear Wal x6 type 1-6with 2 Studs 16"ec,u.o.n. U— <br /> 1 `If6 Inter or Walls shall be 2x4 Studs @ 16'oc u.o n. <br /> — ' <br /> Where adjacent Shear Walls are,n contact nail scuds together yet 3/508-See t/BO6 for special stud raqu rements at Shear Wall ' <br /> W P1 3 Pt 2 and P2-2 W O <br /> 11 <br /> 10. Headers shall be 4x6,ro n.Sae Dared 13/SO6 <br /> Bu Il-u stud Groups'n Walls supporting Beams Posts or Girder Trusses above shall be(2)Studs,do.,See General Structural <br /> te Q U <br /> Nosfp ar fast—ng requirements. LL (LLY. Q <br /> 12. See 1WS06 for Slmpeon to USP hardware conversion table. � L <br /> EXTENDED GARAGE OPTIC), 3-CAR GARAGE OPTION-ELEV.'B' LEGEND <br /> XX DETAIL CALL-OUT <br /> SX.X <br /> Q <br /> P7-X SHEAR WALL BELOW PER SCHEDULE OF 1/S06 <br /> m <br /> [ I BEARING OR SHEAR WALL BELOW m <br /> F <br /> BEARING OR SHEAR WALL ABOVE p <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) W o <br /> Q N <br /> POST BELOW <br /> W <br /> PT.LD. BLOGK THRU FLOOR FOR POSTABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 16 <br /> SO4.1 B(M) <br />