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z <br /> GE - tt <br /> a ' <br /> I <br /> �co <br /> m <br /> SQ6fi <br /> �OfN1L ti+' <br /> 11 FLOOR FRAMING PLAN NOTES: <br /> Sd9 1. Floor 9heathln9 shall he t/."thltk T8G(Panel Span R2ury 48,24)with long dimension perpendicular to suppons.Glue Sneatnmg <br /> to all Framing Members and Blocking below with adue,,=contgrmirg to APA.Specillcation AFG-01.Fasten Shsiunrg to <br /> WALL SHTG - - WALL SHTG - P7-6 Framing with 0,131.0 x 2Y'Nails or Simpson WSV a5x^-screws as lollows'. <br /> CONT.THRU -- i `-" CONT.THRU Framing,Edges 6 oc W 0 <br /> .'0RNER _.'. GORNEft 4 .... Boundaris1,blocking,struts 1s'oc ,, 11 <br /> U- <br /> ~ At areas-ntl,sled as Blocked Diaphragm, de 2x Flat Blocking_,_ ---- miplot/ (par General Structural Notes)at all Unframed SheatMng Panel 7 W <br /> Etlges.Fasten Sheathing to Framing and Blocking with 0.1312 X 2J4"Nails or Simpson WSV u9x2Y"screws as follows'. L UI <br /> 2 CS16x3--0- Frammg Edges 4'oc Q <br /> B Frammg Field 10"oc <br /> PLLATET0 EA. I Boundaries,Blocking,Struts 4"oc `� Q <br /> BEAM 1 TO FA I <br /> PLAT L I See Drawings for other Sheathing Nailing requirements <br /> -_— r z U <br /> 16 i6 2. Floor Framing shall be as Indicated on plan.Rafe,la General Structural Notes for other aquremems. O <br /> S09 LOW ROOF S09 Z <br /> ROOF FRAMING PLAN NOTES O <br /> !' TRUSSES 24"oc 3, Roof Sheathing shall be thick( ne Span Rating 24116).Fasten Sheathingm to Fram w g N 0.1110 r 7�Nails as ows foll ' <br /> Framing Edges _ _ 6 oc Z F- <br /> [!TL FRAMING L'.r _ �.a ALL FRAMING OR HARDWARE m Ei Framing,Field - 12 oc Q <br /> OT SHVN GI r'lI FIED to Boundaries Blocking Struts 6 ocO REMAIN cal a, nl,i_r. I > TO REMAIN UNCHANGED O I j At Unframed Panel Edges,p ae PSCA Fro»rig Clips,—ad between each Framing Member.See Orawings for other W <br /> Bheatnn Nailing w W I <br /> ; p ? L ~O 9 9requaemenls <br /> 1 Z At areas od cated as Blocked Diaphragm provide 2,Flat Stocking Par General Structural Notes)at all Unframed Sheathing Panel <br /> -•.L t .,ii GLB PER SO4 W b. Edges Fasten Sheathing to Framing and Ducking with 0.131 0 x 2Y,,Nails as follows: m <br /> -.50-,-', HHUS5.50/10 m Framing,Edges 47oc <br /> Framing,Field 12"oc <br /> Boundaries g• <br /> Blockin Struts 4'oc <br /> I <br /> Sae Drawings for other Sheathing Nailing requirement. I <br /> 4. Roof framing shall W as indicated on plan.Reter to Ganeml Suu i—I Notes. t <br /> r <br /> 12 mim the,ti cited loads and connect ors. W <br /> 5. Trusses marked Strut shall be ties am H designed to aoadar.. <br /> I _ I S08 I 6. 0- ng Members shall be 2X0 Qo 24 oc posted do.. to man framing below M 2,4 @ 48"oc,staggered or as indicated by the W <br /> I' I Truss Manufacturer <br /> 7 Provide solid Flat Black t hg al all Valleys.Fasten Sheaths g to Blocking in accordance with Note 3. J W <br /> 8. Provide H26A Clip oh side or TLOK6 Sc aw ead 1 t 2-I � I 0 <br /> pea ply a p Y car yrealer G rdar Truss er dc,typ. J <br /> ._ ..._......_— - V <br /> - If 9 AL%z o?W lls Ga ee NhearWallttype 1-6 with 2x6 Studs Q 16 m u.o.o. <br /> Interior Walls shall be 2x4 Studs®16 oc,u.o.n. of z <br /> Z <br /> S <br /> Where sole em Shear Walls are in contact,Pal studs together per 3/SO6.See 1/SO6 for special vW,eqn re ns at Shea Wall <br /> 11 types Pl-3 P1-2,and P2-2. C <br /> SUB 10. Headers shall be 4x6,u.o.n.Be.Dated 13/SO6. n G �- <br /> 11. Bust-up Stud Groups in Walls supporting Beams Posts or c ma,Trusses above snail be(2)Stud,.n.u.n.See Gross.Sb cural r�r• < U <br /> EXTENDED GARAGE OPTION-ELEV.B' Note.for fastening requrernimm p <br /> 12, see 101S06 Ior Simpson to USP hargwara ca0Y6fiil ION- LL U <br /> -._._ C j <br /> LEGEND <br /> SX.X DETAIL CALL-OUT I <br /> P-R SHEAR WALL BELOW PER SCHEPULE OF 1/SO6 <br /> m <br /> 1 BEARING OR SHEAR WALL BELO v F <br /> E <br /> BEARING OR SHEAR WALL ABC`. a <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/6G'ITGM OF FRAMING) � <br /> 4 n <br /> POST BELOW > <br /> w <br /> PT.LO. BLOCK THRU FLOOR FOR POST <br /> JOVE <br /> HDR HEADER PER PLAN NOTE 10 114"=V-0' a 1 2 4 s 16 SO4.1 B <br /> i � <br />