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�8d AT 6"D.C. <br /> NOTCH TRUSS 2x4 FLAT OUTRIGGER 2)8d Ai 6"O.C. 4 w <br /> FOR OUTRIGGER AT 48"0.C. tiLEm w <br /> �Sd AT 6"O.C. — <br /> 2x4 BLKG N o w <br /> Sd AT 6"O.C. / 2 MAX 66d0 o H <br /> RBC CLIP Vis"SHEATHING W VERTATRUS WEB U ~0 <br /> RAISED HEEL o h <br /> SCISSOR TRUSS EA BLOCK RIPPED 2x12 BLKG \ 8d Ai 6"O.C. OR Z o <br /> W VENT HOLES SHEAR TRUSS FLUSH (24"D.C.) 1 A35 EA D R <br /> CONTINUOUS <br /> 8d Ai 6°D.C.—�\ / (DESGNEF R1N250EPOF) 2x6 PLATE BRACE w <br /> w¢ 16d AT 12"O.C. <br /> _ 2.5 TIE iHRU TRUSS U <br /> EA RAFTER INTO 2x4 2x6 BRACE SCISSOR <br /> Vip6-O.C. <br /> ANEL 2x4 FLAT BLKG H2.5 TIE NOTCH RAFTER A34 EA SIDE Ai 8'-0"O.C. TRUSSES <br /> W/8d T/B W/16d AT 4"D.0 EA TRUSS EXTEND SHEATHING 2x BLKG TO BEAR ON WALL NAIL TO BRACEEVEBAY W VENT HOLES 2"MIN ABOVE PLATE 4 1Od <br /> H2.5 TIE / SCREW TO PLATE O a o <br /> MATCH TRUSS AND NAIL 70 BLKG EA BRACE <br /> EA TRUSS W/#8x2" o w g <br /> 70P CHORD OR LTP4 EA BLOCK <�o <br /> LTP4AT aom$ <br /> 6'-6"MAX 24"O.C. A34 EA 2x4 w <br /> STD PLATE o a 4 a <br /> HEIGHT o g ti <br /> d <br /> ROOF SECTION 2 SECTION ROOF SECTION 5 ROOF SECTION Z <br /> S] SCALE 3/4"=1'-0" S] SCALE 3/4"=1'-0" S] SCALE 3/4"=1'-0" S] SCALE 3/4"=1'-0" <br /> m <br /> rn <br /> OVERFRAMING PER 15/S7 2x12 LEDGER Z a <br /> / SHEARWALL PER PLAN W/A35 A7 24"O.C. 3 N`$ <br /> INSTALL PRIOR TO PLACING m a o <br /> 10d Ai 6"O.C. 8d AT 6"O.C. LEADGER = 8 N m <br /> SHEAR TRUSS OVER WALL OVERFRAMING PER 15/57 ROOF RAFTER m° o m w <br /> DESIGN FOR 200 PLF PER PLAN m <br /> AXIAL LOAD y <br /> JLKG <br /> PONY WALL 8d Ai 6"O.C. n o <br /> R ARCH ROOF SHEATHING RIPPED LSSU210 HGR 1 <br /> DRAFT STOP 2x BLKG 10d AT 2x RIM W/(10) 10d <br /> PER ARCH RAISED HEEL RAISED HEEL16d AT 6"D.C. INTO LEDGER i6d AT <br /> SCISSOR TRUSS SCI SOR TRUSS6"O.C. 6"O.C. <br /> 2x4 BLKG 8d AT SHIM AS NEC <br /> 6"0.C. OVERFRAMING <br /> A35 AT PER 15/S7 <br /> EI-11 24"O.C. H2.5 EA RAFTER <br /> BEAM PER <br /> 2x4 FLAT BLKG 2x4 Ai 24"O.C. PLANLSSU210 HGR <br /> SHEAR WALL W/i6d AT 4"O.0 2x12 LEDGER CEILING JOISTSW/(10)10d <br /> PER PLAN W/(2)y"x4YLAG SCREWSW/A34 TO BEAM 2x12 LEDGER NTO LEDGERH2.5 TIE SHEAR TRUSS SHEAR TRUSS EA STUD AND 16d AT 6"O.C. PER PLANEA TRUSS PER PLAN PER PLAN NTO 2x BLKG W/(2)114 22"SDS <br /> DESIGN FOR 200 PLF LAG SCREWS <br /> AXIAL LOAD AT 8"O.C.INTO BEAM <br /> —EXTERIOR SHEARWALL <br /> AND NAILING PER PLAN <br /> s ROOF SECTION ] SECTION s ROOF SECTION 9 SECTION 10 SECTION 9P� JAUf <br /> Q"�oF WASN�N C„f, <br /> SCALE 3/4' 'SSCALE 3/4"=1'-0" S] SCALE 3/4" 1'-0" SSCALE 3/4" i'-0' S] SSCALE 3/4" -0" <br /> I <br /> AND 4-OA O.C. A�O,FiALea����?`fir <br /> x6 SYMM <br /> TYP ROOF SHEATHING SS1DNAL fN <br /> 2 � <br /> 8d AT 6"OCRIDGE 2x4 SUPPORT EVERY OTHER RAFTER <br /> . . <br /> VENTED 2x12 LEDGER LOCATE DIRECTLY OVER TRUSS <br /> NOTCHED 2x8 BLKG W/(3)10d i0 RAFTER <br /> W/(3)i6d INTO EA TRUSS 10d AT 6"O.C. <br /> 16d AT 6"O.C. 12 viv <br /> 2.4 <br /> RAFTER A34 EA RAFTER <br /> �6 A14671.O.C. W/#8x2"SCREW <br /> 12 12 TO PLATE <br /> 6� 2x4 TIE EA RAFTER SEE ARCH 2x6 PLATE W/ (n <br /> W/(4)10d EA END <br /> 2x6 BRG BLOCK W/ <br /> E)ATSCREWS J <br /> TRUSS W <br /> LSU <br /> HGR (3)16d EA SUPPORT 16d AT 6"O.C. 10d AT Q V-� <br /> EA <br /> �6"D.C. U Q <br /> FLUSH BEAM LLJ z I- <br /> PER PLAN Q w (n <br /> BRACING MAIN ROOF <br /> PER TRUSS MFR TRUSSES C) <br /> SHEATH 1RUSSES Z u� Q <br /> PRIOR TO OVERFRAMING w (I-) W <br /> 14 SECTION 15 TYPICAL OVERFRAMING � un z <br /> S] SCALE 3/4"=1'-0" S] .SCALE 1/2"=77 LL- <br /> LL- <br /> LLL W r� <br /> BTM CHORD BRG TRUSS-- O J <br /> TO BEAR ON BEAM AND EXT WALL <br /> DESIGN TRUSS FOR 400 PLF LOAD HGR PER <br /> FROM LEDGER TRUSS MFTR <br /> BEAM PER PLAN <br /> CLIENT: <br /> ARCH. STUDIO <br /> DESIGNED BY: <br /> KVV <br /> FUR DOWN <br /> DRAWN BY: <br /> PER ARCH <br /> TF/JH <br /> CHECKED BY: <br /> JJ <br /> DATE: <br /> MARCH 16, 2018 <br /> SHEET NUMBER: <br /> 16 REVIEWEDD FOORR PE <br /> SECTION S7 <br /> S] SCALE 3/4"=1'-0" CITY E PERMIT <br />