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w S. <br /> Z <br /> L? - ,G <br /> w � - <br /> w5 <br /> =i <br /> G <br /> min <br /> see <br /> SOB <br /> -41- G <br /> ADJUSI I I' <br /> ACLa AS RL�'D-FOR PL q P SEc _ W�4 <br /> AS F011 PLUMLUfviSl ("DROP ( - <br /> Dinn s I I_. I � L <br /> ALL z <br /> m 2 w <br /> 9 -I IIII. � <br /> S08 - t T .._�D.TS <br /> 6Hk' <br /> 6Y <br /> `u+y I F11 5.d0/`0 <br /> 55fifi �' <br /> SOS �- <br /> y FLOORS RAMING PLAN NOT'ES aa/z4 tnlon dn,ension dcelarros�rts.Glnesneathi CS16x6-0"LAP LOWER 1. Floor Sheath ng shall be thick & (Panel t R ti 0 I`" 9 perpen ppo ng <br /> II PLATE 1'-4"AND a contdr 'n to A PA f.6.h AFG-01.Fasten Shearhfig'. <br /> n t <br /> p TOP PIP ro all Fanning Members antl Block ng beta kh adh ni g Spec g o <br /> 1 m ATTACH TO FLAT 2x4 Frani ng with 0.13t 0 x 2Y Nails or S'mps n WSV i gx2 screws as follows: �� <br /> `�.. ❑ BLKG BTWN STUDS <br /> Framing,EdgesLL <br /> 6"dc W <br /> ! Framing,Field _ 10"oc J <br /> u_ Bountlanes,Blocking,Struts 8"ocLL <br /> I' ) n - 0 At areas irtlicated as Blocked Diaphragm,provide 2,Flat Blocking(per General S[rucural Notes)at all U t!-amed Sheathing Panel <br /> - I`O 0 p Edges.Fasten Sheathing t Framing an g w <br /> �W <br /> d Bloticin th 0 131 0 x 2Y'Nails or Simpson WSV#Bx2Y,"scews as follows- z V <br /> xo 1� Ld Q io Framing,Edges 4"nd J Q P14 Y' i.1' <br /> j I w Framing Field 10 oc Q <br /> Boundaries,Blocking.Struts 4'oc N <br /> See Drawings for other Sheathing Nailing require,...ts <br /> - Z v n re <br /> OO Floor Framing shall be as indicated on plan.Rerer to General t-1 Notes for other regd meets. <br /> I Z <br /> ROOF FRAMING PLAN NOTES: O Q <br /> 3. Roof Sheathing she a thick(Panel Span Rating 24/16) Fasten Sheathing to Fishing with 0.131`0 x ,"Nails as follows: — 1 <br /> I �' _ Framing.Edges 6`oc z ~Q <br /> 1 L._ Framing,Field 12 be J > <br /> i" Boundaries Blocking.Struts 6"oc <br /> L 4 At Unframed Panel Edges provide PSCA Paining Clips centered the—,each Fran ng Member.See Drawings for other J <br /> 508 CS16x6'11"LAP LOWER Sheathing Nedrig requirements w W <br /> PLATE TO PLATE gyp\ k_x- GLIB J( F f tO; \ I y TOP PLATE 1'-4"AND At areas Indicated as Blacked Dian de 2x Flat Block t )per General Structural Notes)at 11 Untrained Sheathing Panel J m <br /> _ ATTACH TO FLAT ST2x4UDS <br /> Edges.Fasten Sheathing to Framing and Blocking with 0131"0 92Y Nails as rollows: 9 <br /> BLKG BTWN STUDS <br /> l� ;i I 60l10 — Framing,Edges 4'dc <br /> 11 Framing Field 12"oc <br /> II IIII II - 73 S09 Bountlanes Blocking Suuts 4'oc <br /> ALL FRAMING OR HARDWARE <br /> See Drawings for other Sheathing Nailing regwramenis. <br /> I. <br /> MONO NOT SHOWN OR SPECIFIED <br /> TRUSSES TO REMAIN UNCHANGED 4. Roof Framing shallbz as indicated on plan.Refer to General Stmaural Notes. <br /> [-@ za"oc <br /> ry 5 Trusses marked Strut shall be des gnetl to accommodate thed' t tl I tls and conneG ons LLI <br /> HTS30C I a Z 6 Overftann n Members shall be 2x4 @ 24 oc [ed down t f below w12x4 48 oc to 9 Pos n n @ s ggered or s,rdicated by the lLl <br /> II )r BEAM <br /> LA E Truss Manufacturer O a <br /> ATTACH LOW J W <br /> IIII t HU 1 - I I ROOF TO BEAM 6 I ] Provide solid Flat Blocking at all Valleys.Fasten Sheathing to Blocking-n accordance with Note 3 O <br /> HU4 S0a PER 11/S08,Sim a `t} I LL <br /> Qvi,- ) 111 ll �� ) p +6, `V 3?}6 8. Provide H2 5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends,lyp. <br /> �I WALL FRAMING PLAN NOTES. LL ( jz <br /> r <br /> +� CONT.ax12(F z)zxs _ z)2xs <br /> tiry IIII <br /> Ir ilenor Wags shall <br /> be 2x4 Stu all type P7-6 with 2x6 Stud.@ 16 oc u o n <br /> enor Watls shall ear tls @ t6 oc u o n (,) <br /> (2)2x6 W/ - - -- COMMON TRUSS where ad Shear wells are-n come 1 lads to_ )a ent a nai s <br /> Id._ ('UMMC I-.I. HUC26-2 types P1 3,PI 2,and P2 2 9ether per 3506.See 7lSO6 for special stud reycvemenis at Sneer Wall �j Q <br /> TO POST 2 2x6 W/ L <br /> LD HtEL I MONO 11 O 10, Headers shah be 4x6 u o n See Detail 131S06 <br /> S __ COMMON TRUSS a U <br /> NIC NO f J SES -- ___ TRUSSES 509 HUC26-2 <br /> ,v`4 doCABLE END Tr-,,. 1 TO POST 1t. Built-up Stud Groups-n Waits support ng Beams.Posts or G rder Trusses above shall be(2)Studs u on.See General Stuctural <br /> S08 8 @ 24"oc (2)2x6 W! <br /> aHTG LEDr Fr. 8 HUC26-2 (2) 6_.--. Notes for fastening requ remems. L ❑ <br /> SOB TO POST <br /> I PER rSCd GABLE END TRUSS 12. See 10/SO6 for Simpson to USP hardware wnverswn table <br /> (RIGHT SIDE ONLY <br /> H1/C26-2 EXTEND FULL LENGTH SHTG LEDGER <br /> TO POST OF SHEAR WALL) PER 13/SOB 18 <br /> So9 LEGEND <br /> EXTENDED FRONT PORCH OPTION-ELEV.'& sxz DETAIL CALL-DUT <br /> a <br /> P1-X SHEAR WALL BELOW PER SCHEDULE OF 1/S06 <br /> m <br /> m <br /> �..—� BEARING OR SHEAR WALL BELOW f- <br /> K <br /> L___] BEARING OR SHEAR WALL ABOVE d <br /> IF) FLUSH FRAMED(BOTTOM FLUSH Wl BOTTOM OF FRAMING) <br /> u co <br /> Co <br /> POST BELOW <br /> w <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE 0_ .J- <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 16 <br /> SO4B(M) <br />