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J <br />w <br />C� <br />z <br />u_ <br />LL <br />O <br />O <br />r <br />r <br />U) <br />m <br />0 <br />0 <br />m <br />w <br />z <br />0 <br />Of <br />Z) <br />0 <br />Li <br />2 <br />z <br />w <br />J_ <br />LL <br />2x6 BLKG <br />ROOF PANEL EDGE <br />NAILING PER PLAN <br />RAISED HEEL <br />TRUSS <br />z BEAN <br />J <br />J CL <br />w� <br />ww <br />_CL <br />SHEATHING TO MATCH 2x4 FLAT BLKG FURRIN <br />SHEARWALL BELOW W/ 16d AT 4" O.C. <br />W/ 10d AT 6" O.C. T/B H2.5 AT <br />EVERY BAY EACH TRUSS <br />POST <br />ROOF SECTION <br />ROOF SECTION <br />1 1 SCALE 3/4" = 1'-0" <br />ROOF PANEL EDGE 2x6 BLKG 2x6 OUTRIGGER <br />NAILING PER PLAN ALIGN W/ AT 24" O.C. (2)16d EA <br />H2.5A EA OUTRIGGERS SHEATHING OUTRIGGER <br />= <br />0 z <br />LTP4 AT <br />24" O.C. <br />3'-0" MAX <br />w o <br />m `" <br />SHEATHING TO MATCH <br />C-D Q <br />SHEARWALL BELOW <br />W/10dAT6"O.C. OR <br />cn <br />co <br />SHEAR TRUSS FLUSH <br />W/ SHFATHINO RFI OW <br />(DESIGN FOR 250 PLF) <br />LTP4 AT-1 <br />24" O.C. <br />ROOF SECTION <br />DROPPED <br />GABLE END <br />TRUSS <br />" OVERFRAMING <br />PER 19/S11 <br />RAISED HEEL <br />— Q TRUSS <br />CL = J <br />2x4 BLKG w <br />_Q_ <br />H2.5A AT <br />EACH TRUSS <br />10d AT 6" O.C. SHEAR TRUSS OVER WALL <br />\ DESIGN FOR 200 PLF <br />AXIAL LOAD <br />\--A35 AT <br />EN- 24" O.C. <br />SHEAR WALL <br />PER PLAN <br />TYPICAL SHEAR TRUSS <br />ROOF SECTION <br />SCALE 3/4" = 1'-0" <br />10d AT 6" 0. C. SHEAR TRUSS <br />\ DESIGN FOR AXIAL LOAD <br />250 PLF <br />DRAFT STOP <br />PER ARCH RIPPED <br />�16d AT W/ <br />6» 0. C. <br />16d AT <br />6" O.C. <br />2x6 TOP PLATE <br />SHEAR WALL PER EXTENE <br />PLAN W/ SHEATHING 2" MIN A <br />IN WALL GAP AND N, <br />OR LTP <br />SHEAR TRUSS AT PARTY WALL <br />» <br />2x8 RIDGE MEMBER CAP <br />W/ A35 EA TOP CHORD <br />2x6 TOP CHORD 2x8 BLKG <br />EXTEND TO RIDGE <br />BLKG PER <br />ARCH <br />2x4 BLKG \ <br />W/ 16d AT 6" O.C. <br />H2.5A TIE'l <br />EA TRUSS <br />�AT WALL <br />ROOF SECTION <br />MATCH SW SHEATHING <br />2x8 AT 24" O.C. W/ 10d AT 6" O.C. <br />W/ LUS26 HGR EA END PROVIDE 22" SQ <br />W/ 3/" FLOOR SHEATHING VENT HOLES <br />IN BAYS ABOVE <br />AT MECHANICAL CATWALK <br />ENTRY ONLY <br />SCALE 3/4" = 1'-0" <br />10d AT 6" O.C. <br />TYP <br />ROOF EN PER PLAN NOTCH TRUSS 2x4 FLAT OUTRIGGER <br />(TYP AT GABLE) FOR OUTRIGGER AT 48" O.C. <br />2'-0" MAX <br />AISED HEEL <br />SUSS <br />SHEATHING TO MATCH <br />SHEARWALL BELOW <br />1 MIN <br />W/ 10d AT 6" O.C. OR <br />2 MAX <br />SHEAR TRUSS FLUSH <br />W/ SHEATHING BELOW <br />1 \ � � <br />(DESIGN FOR 250 PLF) <br />A34 EA SIDE <br />NAIL TO BRACE <br />SCREW TO PLATE <br />W/ #8x2" <br />LTP4 AT <br />24" O.C. <br />(J� ROOF <br />SECTION <br />�(8)10d EA <br />PLATE <br />7 z <br />16d AT <br />6" O.C. <br />2x6x2'-0" A35 EA <br />PLATE BRACE <br />2x6 BRACE <br />AT 12'- 0" O.C. <br />ROOF EN PER PLAN <br />(TYP AT GABLE) <br />2'-0" MAX <br />SHEATHING TO MATCH <br />SHEARWALL BELOW <br />W/ 10d AT 6" O.C. OR <br />SHEAR TRUSS FLUSH <br />W/ SHEATHING BELOW <br />(DESIGN FOR 250 PLF) <br />POST PER PLAN <br />W/ POST CAP PER <br />2/S11 <br />2x4 FLAT OUTRIGGER <br />AT 48 O.C. <br />NOTCH TRUSS <br />FOR OUTRIGGER <br />L� <br />ROOF SECTION <br />0 <br />SHEATHING TO MATCH <br />SHEARWALL BELOW <br />W/ 10d AT 6" O.C. T/B <br />EVERY BAY <br />10d AT 6" O.C. <br />2x4 W/ 16d OVERFRAMING <br />ROOF EN PER AT 6" O.C. <br />PLAN TO BLKG <br />2x4 BLKG <br />FROM PLATE TO BEAM <br />V <br />y`� 2x4 FLAT BLKG <br />W/ 16d AT 4" O.C. <br />HEADER PER 20/S13 <br />WHERE OCCURS <br />SCALE 3/4" = 1'-0" <br />S11 <br />SCALE 3/4" = 1'-0" <br />S11 <br />ROOF EN PER PLAN <br />NOTCH TRUSS <br />2x4 FLAT OUTRIGGER <br />(TYP AT GABLE) <br />FOR OU TRIGGER <br />AT 48" O.C. 10d AT 6" O.C. <br />2x4 FLAT <br />OUTRIGGER <br />10d AT 6" O.C. <br />AT 16" O.C. <br />16d AT <br />ROOF EN PER PLAN <br />6" O.C. <br />ROOF EN PER <br />PLAN TO BLKG <br />2'-0" MAX <br />2x4 W/ 16d <br />OVERFRAMING <br />(TYP AT GABLE/GIRDER) <br />2x4 BLKG <br />ROOF EN PER — <br />6 O.C. <br />PER 19/S11 <br />TAT <br />PLAN TO BLKG <br />RAISED HEEL <br />2x BLKG <br />2x4 BLKG <br />TRUSS <br />SHEATHING TO MATCH <br />2x4 BLKG <br />SHEARWALL BELOW <br />NOTCH TRUSS <br />W/ 10d AT 6" O.C. OR <br />\ <br />FOR OUTRIGGER <br />SHEAR TRUSS FLUSH <br />W/ SHEATHING BELOW <br />16d AT 6" O.C. <br />GABLE TRUSS PER PLAN <br />(DESIGN FOR 250 PLF) <br />HGR PER TRUSS MFR <br />TO SPAN BTWN COLUMNS <br />W/ VER TS AT 16" O.C. <br />2 <br />AND SHTG AND NAILING <br />S11 <br />PER SW PLAN <br />LTPAT <br />POST PER PLAN <br />WALL <br />BEYOND <br />24''40.C. <br />-� <br />GIRDER TRUSS PER PLAN DESIGN <br />W/ POST CAP PER <br />FOR 250 PLF NORMAL FORCE <br />2/S11 <br />HEADER PER 20/S13 <br />WHERE OCCURS <br />8 ROOF <br />SECTION(7--�ROOF <br />SECTION <br />S11 <br />SCALE 3/4" = 1'-0" <br />S11 <br />ROOF EN PER PLAN--,,2x4 FLAT OUTRIGGER <br />(TYP AT GABLE) <br />AT 48" O.C. <br />10d AT 6" O.C.:� <br />T <br />T <br />FRT <br />TRUSSES PER PLAN- <br />ROOF PANEL EDGE <br />ROOF EN <br />NOTCH TRUSS <br />NAILING PER PLAN <br />2x6 BLKG <br />PER PLAN <br />2'-0" MAX <br />FOR OUTRIGGER <br />2x4 W/ 16d <br />OVERFRAMING <br />ROOF EN PER <br />AT 6 O.C. <br />PER 19/S11 <br />\ <br />PLAN TO BLKG <br />RAISED HEEL <br />2x4 BLKG <br />TRUSS <br />w <br />ROOF SECTION <br />SLOPE VARIES <br />PER ARCH PLANS <br />NON-BRG ENTRY WALL <br />ZCD I 2x8 LEDGER W/ DTC CLIP EA TRUSS <br />W/ (3)16d <br />INTO EA TRUSS <br />�AT ENTRY <br />(2)2x8 TIGHT TO SOFFIT <br />BTM OF TRUSS <br />SCALE 3/4" = 1'-0" <br />SHEATHING TO MATCH 2x4 BLKG `L <br />= o <br />SHEARWALL BELOW o <br />W/10dAT6"O.C.OR \ Q <br />SHEAR TRUSS FLUSH 16d AT 6" O.C. <br />W/ SHEATHING BELOW HGR PER TRUSS MFR SOFFIT PER ARCH <br />(DESIGN FOR 250 PLF) FRT FRAMING <br />MATERIAL REQ'D <br />POST PER PLAN 2 HGR PER GIRDER TRUSS <br />W/ POST CAP PER S11 SCHEDULE PER PLAN EXTEND 2-HR GWB <br />S11 DESIGN FOR TO UNDERSIDE OF <br />2 <br />/ SHEATHING. NOTCH <br />250 PLF NON-BRG EXT. WALL FOR JOIST/BRG <br />NORMAL FORCE W/ DTC CLIP EA TRUSS <br />13 ROOF SECTION 15 <br />S11 SCALE 3/4" = 1'-0" S1 <br />ROOF SECTION <br />CL SYMM TYP ROOF <br />SHEATHING <br />GRADUATED <br />OVERFRAMING TRUSSES <br />AT 24" O.C. <br />12 <br />\ SEE ARCH <br />VTCR OVER EA <br />TRUSS BELOW <br />10d AT <br />\6" O.C. <br />I MAIN ROOF--\t <br />TRUSSES <br />SHEATH TRUSSES 2x6 BLKG W/ <br />PRIOR TO OVER FRAMING (2)16d EA TRUSS <br />(79-�TYPICAL OVERFRAMING <br />PER 19/S11 <br />RAISED HEEL <br />TRUSS <br />2x4 BLKG <br />BEAM TO BEAR <br />ON WALL W/ TBE6 <br />SCALE 3/4" = 1'-0" <br />OVERFRAMING <br />2x4 W/ 16d PER 19/S11 <br />AT 6" O.C. <br />10d AT 6" O.C. <br />2x4 BLKG <br />\ RAISED HEEL <br />TRUSS <br />16d AT 6" O.C. <br />HGR PER TRUSS MFR <br />A35 FROM GIRDER <br />TO PLATE AT 24" O.C. <br />GIRDER TRUSS PER PLAN DESIGN <br />FOR 250 PLF NORMAL FORCE <br />SCALE 3/4" = 1'-0" <br />BALANCE OF FRAMING <br />PER 1/SB.1 <br />2x6 LEDGER <br />W/ (2) 5" SDS SCREWS <br />INTO EA STUD <br />A35 EA SIDE AT <br />TOP OF TRUSS <br />2x4 FLAT BLKG <br />° <br />W/ 16d AT 4" O.C. <br />HANGER PER °. <br />H2.5A AT EA TRUSS <br />TRUSS MFR a <br />2x8 LEDGER <br />W/ (3) <br />5" SDS SCREWS ° <br />2-HR WALL <br />INTO EA STUD a <br />ALL FRAMING <br />d. G <br />CONC DIMENSIONS17 <br />MATERIALS WITHIN THE <br />AND REINF PER ° <br />TRUSS TO BE FRT <br />ELEVATIONS <br />ROOF SECTION <br />SCALE 1/2" = 1'-0" <br />BLKG HAS BEEN DESIGNED <br />FOR A 400 LB POINT <br />LOAD. NOTIFY FOR IF <br />LOAD IS EXCEEDED <br />PF <br />E• <br />4x4 BLOCK <br />BELOW PV SUPPORT <br />VERT 2x6l W/ LUS44 HGR <br />AT 4x4 BLOCK EA END <br />W/ (3)16d EA TRUSS ROOF <br />CHORD AND WEB TRUSS <br />(-27�PV PANEL SUPPORT <br />PV SUPPORT <br />PER MFR <br />SCALE 3/4" = 1'-0" S11 SCALE 3/4" = 1'-0" S11 SCALE 3/4" = 1'-0" S11 SCALE 3/4" = 1'-0" <br />9706 4th Avenue NE <br />Suite 300 <br />Seattle, WA 98115 <br />P: 206.523.0024 <br />F: 206.523.1012 <br />www.dogengr.com <br />�V1 C. SCI <br />yF WAS&/ <br />�P 00 <br />P 37334 t� <br />RAL <br />S/ <br />STAMP <br />Z <br />0 <br />L <br />a � <br />� <br />V <br />rn <br />c <br />:o <br />v <br />W <br />5; <br />Zomw <br />a <br />o <br />� <br />o <br />ui <br />w <br />Foo <br />(Az <br />0 <br />c. <br />w <br />d <br />c <br />0 <br />d <br />U <br />w <br />0 <br />w <br />w <br />M <br />z <br />o <br />W <br />w <br />cc <br />y0 <br />w <br />0 <br />= <br />Z <br />w <br />A+ <br />z <br />W <br />o <br />�Z <br />aw <br />E< <br />CL <br />Ecj <br />EZ <br />�o <br />oz <br />Q <br />M <br />o <br />y <br />2� <br />m <br />�co <br />O <br />o_ <br />o <br />a 0 <br />W <br />N <br />wp <br />Q <br />L <br />c0 W <br />Z <br />IL <br />w <br />a <br />rO <br />uJ <br />_UJ Go <br />J O <br />we <br />W <br />oC <br />d � ¢ <br />� co � <br />zW <br />z <br />¢ <br />wUZ <br />�c~i <br />W <br />z o (1) <br />w w <br />U. <br />U) <br />O U_ m <br />a <br />PROJECT #: 1827 <br />DRAWN BY: TF/BV/JH <br />CHECKED BY: MS/EM <br />ROOF FRAMING <br />DETAILS <br />Sil <br />