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<br />TRUSSES AFTER DROP @ 1 1/2'
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<br />GARAGE RIGHT
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<br /> SIMPSON CONNECTORS
<br />TRUSS JOINT UPLIFT CONNECT- CONN. F ASTENERS**
<br />TYPE LOCATION (LB S ) TION QTY. CAPACITY PER CONN.
<br />A11 G LEFT 2520 MGT 1 4200 22-10d & 5/8" ATR w/5"
<br /> EMBED & SIMPSON SET EPOXY
<br /> RIGHT 2520 MGT 1 4200 22-10d & 5/8" ATR W/5'
<br /> EMBED & SIMPSON SET EPOXY
<br />B6G LEFT 1280 M TS18 2 1720 28-10d x 3"
<br /> RIGHT 1280 LPTA 1 1535 15-10d x 1 1 /2"
<br />C1G LEFT 773 LPTA 1 1535 15-10d x 1 1 /2"
<br /> RIGHT 1129 MTS18 2 1720 28-10d x 3"
<br />D1G FRONT 1000 LPTA 1 1535 15-10d x 1 1/2"
<br /> REAR 1000 HUS26-2 1 1235 8-16d
<br /> 743 MTS18
<br />NOTE: ALL OTHER TRUSS BRG. CONNECTIONS ARE USP LPTA OR EQUAL FOR MASONARY SIMPSON HC10 FOR FRAME: HUS26 FOR
<br />MASONRY; SIMPSON MTS18 FOR FRAME; & HUS26 FOR HUNG TRUSSES ON GIRDERS UNLESS OTHER WISE NOTED
<br />THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY.
<br />MASONRY LPTA 1 1535 15 -1 0 d X 1 1 12"
<br />TIMBER HC10 1 990 16 - 8 d X 1 1 /2"
<br />HUNG HUS26 1 1286 20-10d X 3
<br /> USP LUMBER CONNECTORS, HUGHES, SEMCO
<br />
<br />Double connectors to be placed diagonally to each other.
<br />Do not drive nails through the truss plate on the opposite side of the truss which could
<br />force the plate off the truss.
<br />*** Mounted vertically
<br />
<br />*
<br />
<br />ATTENTION!
<br />A SPREADER BAR IS RECOMMENDED
<br />WHEN INSTALLING TRUSSES.
<br />ALL INTERIOR BEARING WALLS
<br />SHOULD BE IN PLACE PRIOR TO
<br />INSTALLING TRUSSES.
<br />ALL PERMANENT BRACING'
<br />SHOULD BE IN PLACE PRIOR TO
<br />LOADING TRUSSES. (Le. SHEATHING,
<br />SHINGLES, ETC.)
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<br />
<br />LATEST DATE : IN PROCESS DESCRIPll0N :
<br />REV1SION DATE :
<br />08/27/03
<br /> 07/20/04 E.W.O, #1371
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<br />
<br />DATE :
<br />RELEASE DATE
<br />
<br />SCALE :
<br />
<br />Y<L
<br />~
<br />
<br />AS NOTED
<br />
<br />DRAWN BY :
<br />
<br />MT
<br />
<br />o eAMUEL. A GREENBERG, F.E. ~424S
<br />o T~Y l..t ~YNj.4, F.E. l'6iZ>122
<br />o IRWIN J. BENeoN, F.E. .4~1sa
<br />
<br />AUTOCAD FILE NAME
<br />1991
<br />
<br />ENGINEER OF RECORD :
<br />DANSCO
<br />ENGINEERING, P.A.
<br />SHEET DESCRIPll0N :
<br />FLOOR TRUSS
<br />LAYOUT 'A' & '8'
<br />
<br />TO TliE BEST OF TliE ENGINEER'S KNOWLEDGE AND BELIEF, TliE
<br />STRUCllJRAL PLANS AND SPECIFICA 110NS COMPLY WlTli Tl-iE
<br />STANDARD BUILDiNG CODE, SECllON 1606 FOR 110 MPH WlND
<br />ZONE (1997 EDI110N).
<br />
<br />TliIS DRAWlNG AND DESIGN is VALID FOR 12 MONTliS AFTER TliE
<br />DA TE IT IS SIGNED AND SEALED.
<br />
<br />SIGNED AND SEALED FOR 111E STRUCllJRAL PORllON OF 111IS
<br />DRAWING ONLY.
<br />
<br />
|