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o <br /> u u <br /> rt <br /> �* eJ <br /> � 13 SNP <br /> '-- - L - SOB <br /> 9 v <br /> _ Pi <br /> � 4M TO TO PLATE SYx73Yz GLB(DROPPED) <br /> — <br /> Fr <br /> HC1P <br /> SO6 op LL:a .r <br /> 9 m <br /> SOB o <br /> HORIZ.HTS30C- <br /> I - _P14fi BEAM TO PLATE <br /> 1 3k_xi ILL,if,-,. I �.. 4x8 ?I' s w E <br /> \ so e T. <br /> I <br /> I N. I 1 <br /> I � <br /> " <br /> --- 2x12 F#2 .�. <br /> — ADJUST SPACIN(I A5 twu'I: TYP.UNO 2 `w P}iL 1TT�r <br /> FORPLUMBING,'fYP(SEL S08 <br /> L A6 FOR PLUMBING DROP FLOOR FRAMING PLAN NOTES: __ _ <br /> DIMENSIONS) 1, Floor Sheathing al :th¢kT$a� panfing 48/25)with long dmenston perpend cuter to auppotis.Glue Sheat <br /> ICI to all Framing Members and Blocking below vi th adfun ve conformng to A P A.Specification AFG-01.Fasten Sheathing to <br /> - Fram ki with 0 131 0 x 2y. <br /> X Nails or Simpson WSV#9x2Yx screws as follows' <br /> 2x12 HI#2 I Framing,Edges 6 oc �y1 w <br /> 1�d- I Framin Fieltl 10"oc K! <br /> I I @ I Bountlanes,Blocking Struts 6"oc � —U <br /> 3 Al areas Indicated as Blocked Diaphragm provide 2x Flat Blocking(Ire,General Structural Notesl al all Untrained Sheathing Panel LU <br /> r)j6 S08 'It6 Edges.Fasten Sheathing to Framing and Blocking with 0 13t 0 x 2Y'Naha or Simpson WSV a9xy screws as follows. (� <br /> M1 II �' Framing Etlges 4 oc Q <br /> q OBL JOIST(F) Frammng Fieltl 10 ac <br /> i I ci' I'' i�l�' � �----- Boundaries,Blocking SWis 4'oc <br /> See Draw ngs for other Sheathing Nailing requirements. Q <br /> C� <br /> 2. Floor Framing n shall be s indicated on Ian.Refer to General Structural Notes for other z i <br /> -- - c � 9 s a a P regU s. <br /> ROOF FRAMING PLAN NOTES _ __ -_ Q <br /> 3. R Sheathing shad be s thick(Panel Span Rating 4M,S) Fasten Sheathing to Framing Ih 0.131V a ZV Nails as follows-. O <br /> HFraming,Edges 6'oc J �' <br /> t SUti Framing,Field 12'oc <br /> Boundaries,Blocking,Struts 6"oc <br /> +6 2 At Untrained Panel Edges,provitla PSCA Framing Clips centered between each Framing Member.Sae Drawings for other W <br /> Sheathing Neer menu. <br /> '� +s CS16x8'-0"-LAP LOWER g g f°gU1fe <br /> TOP PLATE V-4"AND At areas indicated as Blocked Dla hra g(per General Structural Notes)et all Untramed Sliealliin Panel W <br /> sk ATTACH TO FLAT 2x4 P gm,provide 2x Flat 31"0 g <br /> DSL JOIST(F) Edges.Fasten Sheathing to Framing 8ntl Blocking with 0.131"0 x 2"Nails as follows: <br /> BLKG BTWN STUDS --- - <br /> Framing Edges <br /> I � Framing Hleltl 12'oc <br /> _. <br /> Boundaries Blocking,SW is 4'oc <br /> Y S08 p See Draw,ngs for other Sh th'g Nailing requirements. <br /> 4 Roof Framing shall be as indicated plan.Refer to General Structural Notes. f--' <br /> Ilk <br /> j <br /> 24.6, 5 Tmsses marked Suut shall be des goal to accorr modate it rl tad I ds and connections LLI <br /> PLATE TO PLATE _ QgQ a N <br /> `�NI' LL ry a Ovedran 1g Members shall be 2x4 C.24 oc Posted down to r1a t »ng below w12x4 Cn148 oc,Staggered,or as indicated by the lip LL1 <br /> ALL FRAMING OR HARDWARE Truss Manufacturer. O Q W <br /> ZO NOT SHOWN OR SPECIFIED <br /> I OJ TO REMAIN UNCHANGED 7. Provide solid Flat Blocking at all Valleys Fasten Sheathing to Block ng h,accordance with Note 3. O n <br /> }- ap 0 6 Provide H..5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends.typ. O <br /> m I ¢ <br /> a WALL FRAMING PLAN NOTES _____ ''11 r k•+L' } <br /> 5 9 Exterior ass all be Shear Wall type P1-6 with 2x6 Studs®16 oc u o n <br /> t k 1":Iai-_, + + ti S08 (2)2x6 W/ Intanar Walls shall be 214 Studs Q 16'oc u.o n. U <br /> HUC26-2 +6 ,y+E' <br /> ? 2 `17 ti .2 1 Where adjacent sneer walls are <br /> v ti 6 6 Syxi2 GLB 'Y TO POST 'l 5yx12 GLB l contact nail studs g per WS06.See 1/S06 to, Pecal stud q .inert.al Shea,Wall Z <br /> - - RIM+1-10'-0" ___ RIM+/-10'-D" types P1-3 P1 2 and P2-2, <br /> to emer - s i r <br /> R�ffND IL <br /> —CAN .. O <br /> —— J J II "�— 10 Headers shall Us 4xfi Loo,See Detail131SO6 <br /> III LU <br /> ATTACH LOW ROOF _ —_ ATTACH LOW ROOF Q F <br /> DIRECTLY TO RIM DIRECTLY TO RIM 11 BuM-up Stud Groups ho Walls support ng Beams.Posts ur Girder Trued..above shah be(2)Studs,u.o.,.See Ge)eral Structural <br /> -- �, �. - ND TRUSS BEAM PER 12/508,SIM --END TRUSS BEAM PER 12/SOB,SIM Notes for faste ling requirements LIB <br /> I P1-'-_l <br /> PER 6 W1 HUC26-2 (2j2x6 3 2x4 RAFTER I II I (2)2x6 W/HUC26-2 12. Sea IWS06 for Simpson 10 USP hardware conversion table. I t <br /> MONO TRUSSES I I.L <br /> t 3/Sii i S08 TO POST ®24"oc TO TO POST <br /> d' <br /> (H=5'-b'"; ?RS @ 24"o END TRUSS 24"oc <br /> ENDTRUSS —MONO (2)2x6 W/HUC26-2 2x FULL DEPTH <br /> (2 <br /> TH LEDGER 11 TRUSSES TO POST LEDGER W!(2) )2x6 LEGEND <br /> ... RUSS VERT S09 8 24"oc 8 12d FA TRUSS <br /> SO6 SOfi VERT <br /> (TOP ONLY AT ENTRY (RIGHT 11 DETAIL CALL-OUT <br /> SXX <br /> DOOR,EXTEND FULL SIDE ONLY) S09 <br /> LENGTH OF EA. <br /> SHEAR WALL) LP-7 SHEAR WALL BELOW PER SCHEDULE OF 11S06 <br /> m <br /> 1 I BEARING OR SHEAR WALL BELOW H <br /> EXTENDED FRONT PORCH OPTION-ELEV.'B' <br /> L—__] BEARING OR SHEAR WALL ABOVE a <br /> IF) FLUSH FRAMED(BOTTOM FLUSH Wl BOTTOM OF FRAMING) W o <br /> Q ry <br /> O <br /> POST BELOW <br /> W <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE 5 <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 16 <br /> SO4B(M) <br />