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G <br /> �'n �z ✓ <br /> W — <br /> U� n <br /> U �-j <br /> a ww <br /> z= <br /> 00 <br /> min <br /> 3� m <br /> or'8e t 6 <br /> �� 13 S08 S06 <br /> �k QO SOB CS16xT 0"- <br /> o. 5Yx13Yz GLB(DROPPED)BEAM TO PLATE P7£ Vj. <br /> m SO6 H LU08 <br /> In 210, <br /> HORI2.HTS30C- II <br /> BEAM TO PLATE _ JL <br /> 5 4ze.... _ . 1ry�A1 <br /> z= <br /> ry,ky ? 3t'zxt2 GLB(F) <br /> 8 2+6 0 <br /> S08 <br /> �4 P��06 s <br /> 2x12 HF <br /> 2 @ i6"oc, <br /> SOB TYP.UNO AD UST SPACING AS REQ'D <br /> FOR PLUMBING,TYR(SEE ti$.NAL <br /> A6 FOR PLUMBING DROP 2 <br /> FLOOR FRAMING PLAN NOTES: <br /> DIMENSIONS)II I II S08 t. loot ing shall be.Wck g(Panel Span Mang."f."with long P,A.S cion mt,on AFG-0r to suppons.flue SheaNug <br /> Fr all Framing Members entl Baulking below with adhesive conforming bliaers pedecallon AFG-01.Fasten Sheathing to <br /> Framing with 0 131"t3 x 2yz"Nails or Simpson WSV#9x2Yt"straws as follows: <br /> 2x12 HF#2 Framing,Edges 66"oc M <br /> @ 72"oc Framing,Field 10"oc 00 <br /> Boundaries,Blocking,Struts 6"oc U— W' <br /> 3 At areas indicated as Blocked Diaphragm,provide 2,Flat Bloamg tper General Saucfural Notes)at all Unframed Sheathing Pa. L J <br /> ? S08 II??+ Edges.Fasten Sheathing to Framing and Blocking with 0.131"B x 2Y-"Nails or SI,Wson WSV#9xZ.."sa ws as tol(ows' <br /> G DBL JO_IS_T_ F G Framing,Edges <br /> 4"oc <br /> -(_) Framing,Field 10'oc `'� <br /> Boundaries,Blocking,Struts 4"oc <br /> �/ Q <br /> � See Drawings for other Sheathing Nailing requirements. r n <br /> a V <br /> ]III, h2. Floor Framing theta be as indicated on plan.Refer to General Structural Note,for other,egwrements. <br /> E Pi-6 ROOF FRAMING PLAN NOTES: O O <br /> 6 3. Roof Sheathing shall be , thick(Panel Span altingg24116t Fasten Sheathing b Framing with .131" x Nails as follows'. <br /> 8 Framing,Edges Q <br /> SOB Framing,Fleltl 12"oc <br /> Boundaries,Blocking,Struts 6'bc w <br /> ryjP 2 At Unframed Panel Edges,provide PSCA Framing Clips cemered between each Framing Member.See Drawings for other L J <br /> -0"-LAP LOWER ry �'F6 Sheathing Nailing requtremecta. J <br /> ATE 1'4'AND LL.) <br /> i TO FLAT 2x4 — At areas asten Shea Blocked Diaphra and <br /> lcck a 2x Flat h 0.131"0,Iper General Sbudural Nolesl at all Unframed Sheathing Panel <br /> TWN STUDS ❑BL JOIST(F) Etlges.Fasten Sheathing to Framing and Blacking wit110.131"G x�"Nailc as folows: Q <br /> \ Framing,Edges 4"oc <br /> \ Framing,Fied 12"oc <br /> A`c+ S08 9?+G Boundaries.Blocking,Struts 4"oc <br /> OSee Drawings for other Sheathing Nailing requirements. <br /> K u \ IL <br /> SYzz16Yz GLB(DROPPED) 4. Roof Framing shall be as indicated on plan.Refer to General Structural Notes. )--' <br /> b 6 <br /> CS16x3'-0"- H <br /> PLATE TO PLATE 5 Trusses masked stint all be designed to accommodate the,d cared loads and connect-s N 7 W <br /> 6 0—fir mIng Me abets shall be 2x4 @ 24 ac posted down to man tram ng bebw w/2x4 @48 oc staggered or..indicated by the l — L� w <br /> ALL I l 1141v u'._ LL A Q7y-6 Truss Manufacbrer O <br /> NOT all„ u l I. z� `✓- <br /> T V KC A-�I I 7 Provide sold Flat Block ng at all Valleys Fasten Sheath ng lu Block ny-n accordance wlh Note 3. <br /> o 0 <br /> Q O 6 Provide H2 5A Clip each side or FLOK5 Screw each ply at 2-ply or greater Girder Truss e,ds lyp. LL O <br /> m � <br /> r° goWALL FRAMING PLAN NOTES: /11 <br /> 5 m `./ <br /> c she i6 —._.._.—_____.— __ U <br /> ._.._ p 9. Exledor ear a@16"PiFiwnh 2xB 5t ((y ib"oc uo.n. L.L. <br /> l � stie Inle/pr Walls shall be 2x4 Studs(g 16 oc u u n. <br /> 5y x12 GLB ?+d, rye' qt y BYZx TO GLB ?+s 'rs Where adjacent Snaar Walls are b contact nail studs together Per 9IS'OB.See//SO6 for special stutl requ ama,ts at Sneai wall <br /> J L RIM+/-10..0.. Y (EXTEND TO CORNER) types Pt-3,Pt 2 and P2-2. <br /> .- --i _—.. _ ._ ANT. io H d t h e 4 s 5 l� 13BOs O <br /> C <br /> 2x4°'H1 G LEDGLk 2z4 SHTG LEDGER ea ere s,a e x u o n. ee to <br /> 2,(2)12d EE GLH _J[_ 2x(SHTG LE STUD — — — — J 1 f. Built-up Stud Groups m Walls su <br /> MONO TRUSS pPorung Beams,Posts or Gutlar Trusses above shall be tll Surds,u.o.n.See General Structural A <br /> - - - 1 2 Notes for fasten ng requ remen[s <br /> (2)2xe W/HUG26-2 �I t2) u Yv/ SOB (2)DB (2)2x6 W/ 6 PER 12. 61e 10/30e for Simpson to USP Y ordware conv ink-table LL L <br /> TO PO57 fd 4 k HUC26-2 END TRUSS HUC26-2 S08 (1 <br /> 3/5 ) <br /> af <br /> —Lt J TRl - 1 TO POS TO POST <br /> 2)24 W/HUC28-2 <br /> �1 I TO POST i6 LEGEND <br /> 509 <br /> (RIGHT (TOP ONLY AT ENTRY S X DETAIL CALL-ouT <br /> -r- SIDE ONLY <br /> DOOR,EXTEND FULL <br /> LENGTH OF EA. <br /> SHEAR WALL) SHEAR WALL BELOW PER SCHEDULE OF 1/S06 g <br /> b] <br /> n <br /> EXTENDED FRONT PuKl_:I'J'r'I k'jN-ELEV. r' ) BEARING OR SHEAR WALL BELOW F <br /> tY <br /> BEARING OR SHEAR WALL ABOVE 0- <br /> (F) FLUSH FRAMED(BOTTOM FLUSH WI BOTTOM OF FRAMING) <br /> POST BELOW <br /> IU <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 16 S 04A <br />