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-J <br /> J <br /> N S <br /> W 'Z <br /> 0 fi =O <br /> I u <br /> 2 <br /> D� ` W <br /> EL <br /> = z d <br /> wy <br /> a aw <br /> =w <br /> a� <br /> min <br /> L`± <br /> �E n <br /> o1TssH' <br /> FLOOR FRAMING PLAN NOTES: n CSoy-i S09 loot Sheathing shall be.Mick G(a a pan Rating 4624)w1 h ong dlmenswn perpendicu ar o suppoT s GlueSheet Sheathing <br /> _/ to at Framing Members d Blocking below with adhesive conforming to A.P.A.Specihcabon AFG-01.Fasten Sheathing b �\ I- <br /> WALL SHTG---� �.f 1_u WALL SHTG Framing with 0 131 0 x 23i Nails Simpson WSV al screws as follows:WALL <br /> Framing Edges 6'oc co CD <br /> CONT.THRU - --- I CONT.THRU Framing Fieltl 10'oc LJ— — <br /> CORNER <br /> ._ CORNER a _ Boundanes Blocking 9lruis 6'oc <br /> ✓29<i -- -- 2'I'B At areas indicated as Blocked Diaphragm,provide 2x Flat Block ng(per General Structural Nolen)at all Unframed Sheathing Panel Z w <br /> __ ---- Edges.Fasten Sheathing to Framing and Blocking with 0131"0 x 2 z Nails or Simpson WSV Agx2Yz sc <br /> rews as follows: Ur <br /> Framing,Edges 4"qc Q <br /> 1 (2)CS16x3'-0" Framing,Field 10"oc <br /> BEAM TO EA. BEAM TO EA, I Bountlaries,Blocking,SUuls 4"oc `� Q <br /> PLATE I I PLATE Be,Drawings for other Sheathing Nailing requirements. Z <br /> ___-- �-��—F- I 16 16 2. Floor Framing shall be as indicated on plan.Refer to General Structural Notes for other requirements. O i <br /> SOg LOW ROOF SOg ROOF FRAMING PLAN NOTES: Z <br /> TRUSSES oo heathing shal be ts'M (Panel Span Rating 24/16).Fasten heathing to Framing with 0.131"0 x Nails as follows: O <br /> 24"oc I Framing,Edges 6"oc z <br /> t0 W I ALL FRAMING OR HARDWARE m Framing, ieltl 12"oc <br /> ELFING OR IiAROWARE a Bountlaries,BlockinmaNOT SHOWN OR SPECIFIED a m g,Struts 6ocOWN R SPECIFIED O n m rnAt unframed Penal Edges,Provide PSCA Famin Clips centered between each Framin Member.See Drawin s for otherJMAIN UNCHANGED N a I r TO REMAIN UNCHANGED y�o 9 8 g 1 1 1 <br /> _-_ - V - of - P w Edges. a ten Sheathing too Framin 9 d provide <br /> with 0.131' ■ e <br /> Z At areas indicaled as Blocked Diaphragm, de 2x Flat Blocking(per General Structural Nolen)of all Unframed Sheathing Panel W <br /> GLB PER 504 L a GLB PER SO4 W 2 E g g an g wi '0 x 2K"Nails as follows: � Q <br /> HHUS5.50I10 �' __- LOVV ROOF n HHUS6.60y10 m <br /> 9, 9 <br /> a Framing,Field 12"oc <br /> -TRUSSES I O Boundaries,Blacking,Struts 4"oc <br /> la?24 oc ICI See Drawings for other Sheathing Nailing requirements. <br /> 4. Roof Framing shall W as indicated on plan.Refer to General Sauctural Notes. <br /> �! 12 ILIJ <br /> 12 5. Trusses marked Strut shall be designed to accommodate the indicated loads and connections. Z <br /> S08 SOB <br /> 6. Ovedran Members shall be 2,4 @ 24"oc posted down to main framing below w/2x4 @ 96"oc,staggered or as:ntlitaleo by the ; <br /> ,I I Truss Manufacturer, <br /> �I _j W <br /> 7. Provide solid Flat Blocking al all Valleys.Fenian Sheathing to Blocking in...Idaho.with Note 3. O a LL <br /> Provide H2.5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends,lyp. 1 Q <br /> I" <br /> WALL FRAMING PLAN NOTES <br /> 9. ExtIe d.GIs ha-f e S i a Wall type P1-6 with 2.6 Stud,Q oc u.on. <br /> ntoWalls shalllbbe2x4 Studs�16'a <br /> 7Q� V <br /> — <br /> Where adjacent shear Wags are in contact nail studs together per 3/SO6.Sea 11S06 for special stud requirements at Shear Wall O <br /> t. 11 types P1-3 P1-2 and P2-2. LIJ <br /> SOg <br /> OS J 10. Headers shall be 4x6,u.o.n.Sea Detail 13/506. a- � V <br /> 11. Built-up Stud Groups in Walls supporting Beams,Posts or Girder Trusses above shall be(2)Studs,u.o.n.See General Structural Q <br /> 3-CAR GARAGE OPTION_-ELEV.-'A' EXTENDED GARAGE OPTION-ELEV.'A' Nmeamr fasteningrequirements. <br /> 12. See 10/SO6 for Simpson to USP hardware conversion table. <br /> LEGEND <br /> XX DETAIL CALL-OUT <br /> SX.X <br /> 6 <br /> SHEAR WALL BELOW PER SCHEDULE OF VS06 <br /> to <br /> to <br /> BEARING OR SHEAR WALL BELOW H <br /> BEARING OR SHEAR WALL ABOVE d <br /> (F) FLUSH FRAMED(BOTTOM FLUSH WI BOTTOM OF FRAMING) W p <br /> o <br /> POST BELOW ? <br /> W <br /> K <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 C <br /> 0 1 2 4 8 16 04.1 A <br />