Laserfiche WebLink
J <br />H <br />w <br />0 <br />0 <br />z <br />LL <br />LL <br />O <br />O <br />tY <br />r <br />r <br />r <br />u) <br />m <br />J <br />m <br />W <br />z <br />0Y <br />O <br />U <br />0Y <br />Z) <br />O <br />LL <br />ROOF SLOPE PER ARCH <br />ROOF PANEL EDGE <br />NAILING PER PLAN <br />2x10 BLKG <br />SHEATHING TO MATCH <br />SHEARWALL BELOW <br />W/10dAT6"O.C. <br />2x8 LEDGER <br />W/ (3)16d <br />INTO EA TRUSS <br />H2.5A AT <br />EACH TRUSS <br />TYPICAL <br />CAP TRUSSES <br />AT 24" O.C. <br />2x4 BLK <br />10d AT 6" O.C. HGR EA END <br />INTO BLKG PER TRUSS MFR <br />2x10 LEDGER 7x11%" PSL RIM <br />W/ (3)%"Ox4" SDS SCREWS OFFSET TO <br />CORRIDOR SIDE <br />INTO EA TRUSS AND <br />16d AT 6" O.C. INTO BLKG <br />HGR EA END <br />PER SCHEDULE <br />2x8 LEDGER <br />W/ (3)%"Ox6" SDS SCREWS <br />INTO EA STUD AT 2—HR WALL <br />TYP. PLATE HT.4 <br />ROOF SECTION <br />2x BLKG <br />AT TYPICAL <br />PLATE HT. <br />SW SHEATHING PER PLAN <br />WITH PANEL EDGE NAILING <br />PER SCHEDULE <br />ROOF SECTION <br />ROOF EN <br />QFQ DI AN <br />2x8 CEILING/ <br />CATWALK JOISTS <br />AT 16" O.0 <br />ROOF PANEL EDGE <br />NAILING PER PLAN <br />ROOF PANEL EDGE <br />NAILING PER PLAN <br />IJBUILT—UP PLATES <br />W/ (2)16d AT 12" O.C. <br />INTO 2—HR RIM <br />(2)%" OxC SDS SCREWS <br />AT 24" O.C. INTO PSL <br />JSSES PER PLAN <br />2x6 AT 16" O.C. <br />2—HR WALL <br />2—HR WALL <br />-SILL NAILING <br />PER SCHEDULE <br />7x11 %" PSL RIM <br />OFFSET TO <br />STAIR SIDE <br />HGR PER <br />TRUSS MFR <br />STAIR <br />CORE <br />(2)%"Ox6" SDS SCREWS <br />AT 24" O.C. <br />INTO PSL <br />SCALE 3/4" = 1'-0" <br />ROOF EN <br />PER PLAN <br />ALOON FRAMED 2—HR WALL <br />DP PLATES SLOPE TO MATCH ROOF <br />P. PLATE HT. <br />3 <br />_...ER STUD) <br />FOR CEILING ATTACHMENT <br />SCALE 3/4" = 1'-0" <br />2x6 LEDGER <br />W/ (3)16d <br />AT 16 O.C. <br />EA SIDE <br />ROOF SECTION <br />TRUSS TOP CHORD <br />EXTEND OVER CORRIDOR <br />ROOF EN <br />PER PLAN <br />BALANCE FRAMING BELOW <br />PER "AT WALL" CONDITION 2x BLKG <br />ON DETAIL 16/S11 <br />ROOF SECTION <br />SCALE 3/4" = 1'-0" <br />(2)/"O T1 <br />W/ (2' <br />OIL 14'-0" A.F.F <br />TYP. PLATE f <br />ROOF SECTION <br />SCALE 3/4" = 1'-0" <br />ROOF PANEL EDGE <br />TQIICC TnD (`l nDn �AIAli in in nrn ni Ani <br />(3)2x BRG STUC <br />BL GBT PER PLAN <br />/ (2)FLAT 2x6 MEMBERS <br />ENTERED AT BRACE CONNE( <br />TRUS <br />ON TOE <br />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 SCI4� <br />OF WAS/y/ <br />�P �y� <br />0 �,P 37334 <br />��Ft.GCTURAL <br />STAMP <br />Z <br />0 <br />a � <br />W <br />E <br />v <br />W <br />Zomco <br />a <br />o <br />vi <br />W <br />N <br />w <br />o <br />Foo <br />8 <br />wz <br />c <br />0 <br />c. <br />w <br />d <br />0 <br />0 <br />d <br />U <br />w <br />a <br />M <br />z <br />o <br />W <br />w <br />y0 <br />*+ <br />w <br />0 <br />= <br />Z <br />w <br />A+ <br />z <br />W <br />o <br />.4Z <br />�w <br />E< <br />t <br />r¢ <br />EZ <br />�z <br />LL <br />Q <br />M <br />O <br />y <br />5D� <br />m <br />�co <br />¢ <br />o Z <br />om <br />li 0 <br />W <br />wp <br />r <br />04 CDN <br />Q <br />L' <br />c0 W <br />+.. <br />Z <br />a <br />w <br />a <br />0 <br />uJ <br />_UJ 0 <br />J c O <br />we <br />3: I2 <br />W <br />oC <br />� co 2 <br />z <br />¢ <br />wUZ � <br />W <br />z o (1) <br />w w <br />LL <br />fA <br />O LL m <br />F_ a <br />PROJECT #: 1827 <br />DRAWN BY: TF/BV/JH <br />CHECKED BY: MS/EM <br />ROOF FRAMING <br />DETAILS <br />16 ROOF SECTION <br />SCALE 3/4" = 1'-0" <br />ROOF SECTION <br />SCALE 3/4" = 1'-0" <br />ROOF SECTION <br />SCALE 3/4" = 1'-0" <br />