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w. <br /> �;� 0 1=z 1 <br /> () <br /> L =w <br /> r= <br /> T <br /> C <br /> {ys;3�4 <br /> y 9a <br /> W zed <br /> 1y1TAswny <br /> I <br /> 66 } <br /> G�gl EtO:�ae�' <br /> FLOOR FRAMING PLAN NOTES: <br /> T loot eat ng she " (anal pana ing 4R29j with long d m slnaon perpendicular to su�I heathhnng <br /> to all Framing Members and Blocking below with adhesive conforming to A.P.A.Speciflcagon AFG-01,Fasten Sheathing to <br /> Framing with 0.131"0 x 2Y•-'Nails or Simpson WSV#9x2Y"screws as follows F- <br /> Framing,Etlges 6"oc M LL <br /> W <br /> Framing,Field 10"oc K./ <br /> _� Boundaries,Blocking.Struts LL J <br /> ,0 809 At areas,ndicated as Blocked Durphi <br /> p—,do 2x Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel 'VW^ <br /> I2 Edges Fasten Sheathing to F g and BI k y with 0.171"0 x 21�"Nails or Smpson WSV#9x2N screws as follows: 2 <br /> Framing,Edges 4 oc Q <br /> i <br /> b Framing Field 10 oc X <br /> I Boundaries Blocking,Struts 4'oc �� Q <br /> +y p See Drawings for other Sheathing Nailing requirements <br /> WALL SHTG y' WALL SHTG <br /> I;ON r THRLI -- CONT.THRU 2. Floor Fra ring shall be as indicated on plan.Rater to General Structural Notes for other requ remenls Z <br /> CORNER' Iil i CORNER P76 <br /> ...._.. <br /> ROOF FRAMING PLAN NOTES. _ O <br /> (2)C516x3-0"- 3 �-$heath ng shal be is—pI't IFT(�Spa Ratng 24I18( Fasten heath n—S—'g�rammgw ih�31 b x 3Sj'Nmis as follows: <br /> BEAM 1 BEAM TO EA. Framing Edges 6"oc <br /> r III- .I PLATE Framing Field 12"oc > <br /> eoundanes Blocking Struts I6"oc W W <br /> At Unframed Panel Edges,pro0.PSCA Framing Clips cantered betwe eh Framing Member.See Drawings forcther T J l+ <br /> Sheathing Nailing requ remenis. W <br /> Al areas end calad as Blocked Diaphragm tl 2x Flat Block n General Structural Notes tall Unframed Sheathe Panel <br /> c0 a LOW ROOF I I(0 p tragm,prom a 91Per l a Sheathing m d- N TRUSSES I d Edges.Fasten Sheathing to Framing and Blocking with 0.131 0 x 2Y-Nails as follows: <br /> T C, D @ 24"oc I x Q Framing.Etlges 4"oc <br /> w W o I Iry Framing,Field _ _ 12"oc <br /> w •I HHUS6.60/10 Boundaries Blocking,Struts_ 4"oc <br /> Sae Drawings for other Sheathing Nailing mquaemenis. <br /> / GLB PER SO4 <br /> Qrj 4. Roof Framing shall be as Indicated on plan.Reler to General Structural Notes. <br /> 1, I S Trusses marked Slrul shall be desgned Ie acco nmodate the ntl caled loads antl conflecdon6 ILL!16 J Q <br /> j' I qLl - 509 t I ALL FRAMING OR HARDWARE 6 Overfram ng Members shall de 2x4 @ 24 oc posted down to nor Ira n ng below w/2x4 e048'oc,staggered or as ndcated by the L W <br /> v'- I NU1 ,.Pot I NOT SHOWN OR SPECIFIED Trusm Manufacturer. a <br /> I!,kL"AIPI U"U TO REMAIN UNCHANGED O T Polio.solid Flat Blocking at allValleys Fasten alhlny to She Blockny in accordance wall Note W No12 3. <br /> I'I CL ILL. <br /> U. Provide H2.5A Clip each side or TLOK6 Screw each ply at 2-ply or greeter Girder Truss ends,lyp. O 0 <br /> IIII v III <br /> \h I e I WALL FRAMING PLAN NOTES r n J- <br /> g�arlor Walls hall be Sheer Well y e Pi with x tud @ t6 oc,u.o.n. - U— V H <br /> } 4.110 �+ I tteror Walls shall be 2x4 Studs oo 00,-'n J U <br /> 6 Z <br /> I I.-5�' Y 3 4Mere atl scent Sneer Walls era n contact nail studs to ethat 3/SU6.See VSO6 fors ec al stud to 'I n g 'per p requirements at Shnar Wall <br /> types Pi-3 P1-2 and P2-2 W O <br /> it <br /> —{ 10. Headers shall be 4x6,u o n Sea Dalai 13/SO6. <br /> 11. Bu4t-up Stud Groups in Wells suppo ng Bee ns,Posts or GNer Trusses above shall be(2)Studs u.o.n.See General Structural ^ U <br /> Notes for fastening requirements. I..L 0 <br /> 12. Sae 10/SU6 for Simpson to USP hardware conversion table. L S2 <br /> i::XTENDEG GARAGE OPTION-CLt`t 3-CAR GARAGE OPTION-ELEV.'8' LEGEND <br /> XX DETAIL CALL OUT <br /> SHEAR WALL BELOW PER SCHEDULE OF VSO6 <br /> m <br /> I 1 BEARING OR SHEAR WALL BELOW N <br /> ] BEARING OR SHEAR WALL ABOVE a <br /> (�F)/f�yt FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) W rco <br /> �m`rt <br /> gg co — <br /> POST BELOW co <br /> PT.LD, BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 16 <br /> SO4.1 B(M) <br /> ILa�ll <br />