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0 <br /> �2 <br /> LU <br /> 0' SI <br /> 13 <br /> a =w <br /> 0 <br /> m� <br /> y ae is <br /> a0A 1 8 <br /> SOB SOB SO6 <br /> CSS6x3'-0"- <br /> BEAM TO PLATE SY2x13Ya GLB(DROPPED) Pi-6 s <br /> O 8 <br /> Rx BOB "1 LU5210, <br /> q a <br /> HORIZ.HTS30C- ' - -TYP UNO SOB <br /> BEAM TO PLATE Pi-6 .- I <br /> J! <br /> 4x8 2 3Yyc12 GLB(F) �� z _ <br /> a +s ti <br /> S08 <br /> 2x12 HF#2 <br /> 2 Q i6"oc, ssyE <br /> TYP.UN O ADJUST SPACING AS REO'D <br /> SOB FOR PLUMBING,TYP.(SEE 51f-NkV-Tr <br /> A6 FOR PLUMBING DROP I I p <br /> DIMENSIONS) 2 FLOOR FRAMING PLAN NOTES: <br /> II II I i, or eaNing s all be.Ni 8 (Panel Span Rating 48124)with long dicular to supports.Glue heating <br /> to all Framing Members and Blocking belowwith adhesive conforming to A.P.ASpecification AFG-01.Fasten Sheathing to <br /> framing with 0.131"0 x 2Yz"Neils or Simpson VJSV#Bx2Y+_"sc ewe as follows: �� <br /> 2x12 HF#2 Framing,Edges 1 6"oc M <br /> @ 12"oc Framing,Field 10"oc 00 <br /> Boundaries,Blocking,Struts 6"oc U <br /> 3 At areas indicated as Blocked Diaphragm,provide 2x Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel <br /> `p? SDB 22 Edges.Fasten Sheathing to Framing and Blocking with 0.131"O x 2y"Nails or Simpson WSV if942)'screws as follows LJ.) <br /> +6 DEL JOIS 11 T(F)+s Framing Edges 4"oc <br /> .o Framing Field 10'oc <br /> � Bountlartes,Blocking,Struts 4'oc `� <br /> n. See Drawings for other Sheath ng Nailing requ cements. ((<^ <br /> 2. Floor Framing shall be as indicated on plan.Reter to General SUucturol Notes For other requirements. z V <br /> a - _- P1-6 ROOF FRAMING PLAN NOTES _ <br /> 8 m x 3. Rao Sheath ng she be is Nick(Panel Spa R t ng 20l161 F-to neathmg lh 0.131'0 x :NaiIs follows:M8 IFraming, 0 Q <br /> SU6 �N S08 Framing Fells 1Toc Q <br /> �.. Boundaries,Bbocking,Struts 6"oc w > <br /> LOWER Sheathing NailingAt Unframed Panel Edgauaus,pr side PSCA Framing Clips centered between each Framing Member.Be,Drawings for other J <br /> I� i TO FLAT 20F - At areas-ndcafad as Blocked Diaphragm provide 2x Flat Blocking(per General Structural Notes)at all Unframed Sheathing Pastel W <br /> WN STUDS D <br /> EL Edges.Fasten Sheathing to Framing and Blocking with 0.131 0 x 2Y Nails as follows' m <br /> Framing,Edges 4"oc <br /> 14 2+sS08 9+s Boundanes,Blocking,Struts 4"ocSee Drawngsforother Sheathing Na ng requirements. <br /> o 5Y2x16 2 GLB(DROPPED) a Roof Fran tg snap be as indicated on plan Refer to General Str cture]Notes CS16x3'-C"- <br /> PLATE TO PLATE 6 Trusses marked Strut shall be desgned to accomnndate me indcated loads add connectens. LU <br /> 6. Overtrain ng Members snaU be 2x4 @ 24'oc posted down to main framing below w/2x4 @ 48'oc staggered or as indicatd by teALL rfWivllNG On HFRDWARt O-- v PQ.�-+6 Truss Manufacturer. OLLI <br /> Lij <br /> NOT SHOWN OR SPECIFIED Z`'' „OTO REMAIN ONi,rANGED NLL 7 Provide solid Flat Blocking at all Valleys Fasten Sheath ng to Blocking in accordance wth Note 3- LL <br /> O 8 Provide H2.5A Clip each side or TLOK6 Screw each t 2-1 O <br /> ply a p y or greater Glider Truss ends typ. O <br /> ad <br /> o WALL FRAMING PLAN NOTESp 9 Extenor Wails shall be Shear Wall type Pt£with 2x6 Studs @ 16 ac u o n �(2)Zxb W/ I tter or Walls shall be 2x4 Studs @ 16 oc u o.nHUC26-Z •' 6 l 12 LU TO POST 2+b, g,' j.' 5Y2xl3Y GLB 'o-I.. �-6 Whzre adjacent Shear Wets are ncontac(naii stutls togetnerpar 3/S06 See IIS06 for special stud requirements at Shear WallRIM / .l (EXTEND TO CORNER) _ types P13 P12,and P2-2 O <br /> CANT. Uj <br /> BEAM PER 12lSU8,SIM .T 10 Headers shall be 4x6,u o.n See Detail13/506. — <br /> ATTACH LOW ROOF ATTACH LOW ROO�:S'm <br /> 0 <br /> DIRECTLY TO RIM l II L—— — DIRECTLY TO RIM — — — — — — J -t Built-up Stud Groups in Wags supportingU <br /> L-- END R S _ BEAM PER 12JS08, END TRUSS 1- Notes for fastening r Beams Pastsor G rder Trusses above shall be(z)Studs,u.o.n.SeeGeneralSlrudurel /'�equ cements L�L� �TOP ST HUC26-2 �� _ 2x4 RAFTERk 3 i (2)2x6 (2)2x6 W/HUC26-2 6 PER t2. See taS06 for Simpson to USP hardware conversion table. D I LO <br /> TO POST 2§,tic S TO POST 508 13/SOT <br /> ..c Q 24"oc 70 <br /> I <br /> II M61J0 TRil <br /> ....- END TRUSS 2x4 RAFTERS @ 24"x (H=5'-6") <br /> 2x FULL OEF fH MONO <br /> (2)2x6 W/HUC26-2 TO END TRUSS <br /> 'xa _ It TO POST <br /> If �C- LEDGEP.UVI lL. TRUSSES 11 2x FULL DEPTH LEDGER LEGEND <br /> I VET TRUSS S09 <br /> VERT 8 @ 24"oc 8 W/(2)12d EA TRUSS VERT <br /> SO6 SO6 <br /> (RIGHT (TOP ONLY AT ENTRY X DETAIL CALL-OUT <br /> r 509?? SIDE ONLY) DOOR,EXTEND FULL <br /> LENGTH OF FA. <br /> SHEAR WALL) F-Ell SHEAR WALL BELOW PER SCHEDULE OF 1/S06 <br /> m <br /> EXTENDED FRONT PORCH 3r I IVN-ELEV.'6' BEARING OR SHEAR WALL BELOW I <br /> BEARING OR SHEAR WALL ABOVE W <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) <br /> W <br /> ry <br /> POST BELOW <br /> W <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE K <br /> HDR HEADER PER PLAN NOTE 10 0 1 2 4 8 16 S 04 R V <br />