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Box 1606 <br />Eaton Park, Florida 33840 <br />863-665-1309 j 1-800-940-8787 <br /> <br />~ 8' A" BRG, WALL <br /> <br />10' A" BRG, WALL <br /> <br />~ <br />~ I f BEAM BY BUIDER <br /> I I NON BEARING WALL <br /> <br />/'FJ <br />V YP. <br />U N.O. <br /> <br />4 <br /> <br />@TYP. THIS <br />WALL <br /> <br />:> <br /> <br />11'-0" <br /> <br />~ <br />.' <br />C"J <br />~ <br /> <br />TO? <br /> <br />K2" <br />~ <br /> <br />14'-4" <br /> <br />HOl <br /> <br />lX!}Il <br /> <br />T03B <br /> <br />51 ",(4' <br />'\g, <br /> <br />+ <br />+ <br />+ <br />+ + <br />+ <br />+ + <br /> <br />'" <br /> <br />T03B <br /> <br />T03 <br /> <br />~. <br /> <br />~H03 <br /> <br />T03 <br /> <br />~ <br /> <br />H04 /"'" <br /> <br />H03/ ~ <br />/ " <br /> <br />JOE <br />~ <br />I> <br />If)' <br /> <br />J05 <br /> <br /> y ~ <br /> v~ ~ 0,9 <br /> r-- r-- ~ r-- r-- J03 <br /> 0 0 . , 0 0 <br /> -, -, ~ -, -, ~ <br />/ <br /> JOl <br /> " " ".;<,/'-x I" " <br />-rl ('f') V LO ('f') -rl '" <br />0 0 0 0 0 <br />-, -, -, -, -, <br /> <br />7'-8" <br /> <br />12'-4" <br /> <br />10 <br /> <br />- <br /> <br />/ 20~0" <br />t\~ 40~0" <br /> <br />TRU66 LAYOUT II, III, AND (V <br /> <br />~OT TO SCALE <br /> <br />~ <br /> <br />If)'" <br /> <br />, . <br /> <br />~ <br /> <br />:'i" <br />~ <br /> <br />~ <br /> <br />:'i" <br />f2 <br /> <br />~ <br />~ <br />.' <br />":t <br />~ <br /> <br />[?J <br /> <br />IT] <br /> <br />t~~~ <br />2 <br /> <br />VAULTED CLGS <br /> <br />10' 0" FLAT CEILING <br /> <br />CJ <br /> <br />* G.C. VERIFY ROOF PITCH <br /> <br />ROOF PITCH VARIES PER SUBDIVISIONS <br />(5/12 OR 5.9/12) <br />IT IS THE CONTRACTORS RESPONSIBILITY <br />TO VERIFY ROOF SLOPE REQUIREMENTS <br />WITH TRUSS MANUFACTURER. <br /> <br />/ <br /> <br />............. <br /> <br />,~ <br /> <br />8' 0" FLAT CEILING <br /> <br />UPLIFT VALUES & CONNECTORS <br /> <br />"X" HTS 20 1450 <br />SPl 585 <br />SP2 1065 <br />HCP2 605 <br />* MINIMUM 3" MEMBER <br />* * REACTIONS ARE FOR ROOF LOADS ONLY <br />*** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE <br />THE PLATE OFF OF THE TRUSS. <br />ALL EPOXY ANCHORS TO BE SIMPSON "SET" U.N.O. <br /> <br />ZONE <br />[I] MWFRS <br />f2l COMPo & <br />L.J CLAD <br />[2] MWFRS <br />~ MWFRS <br /> <br />HANGER SCHEDULE <br /> <br />~ SIMPSON HGUS210-2 6 SIMPSON <br /> <br />6 SIMPSON ~ SIMPSON <br /> <br />STANDARD ROOF HANGERS ARE SIMPSON HUS26 <br />STANDARD FLOOR HANGERS ARE SIMPSON HHUS46 <br />UNLESS SHOWN OTHERWISE <br /> <br />APPROVED TRUSS ANCHOR BY BUILDER <br />S.Q. CUT OVERHANG <br />HEEL HEIGHT = 2x4 STD. <br />BOTTOM = 2x4 MIN. <br />TOP = 2x4 MIN. <br /> <br />12 <br /> <br />MARK <br />0 CONNECTOR <br />A HETA16 <br />B HETA20 <br />C H2.5A <br />D H3 <br />E META20 <br />F HHETA20 <br />G Hl0 <br />H MTT28B <br />J HTT22 <br />K H D2A * <br />L H D5A * <br />M H D6A * <br />N IUS26 <br />P HUS2R <br />Q HUS28 <br />R MTS12 <br />S MTS16 <br />T MTS20 <br />U MGT <br />V LGT2 <br />W HGT-2 <br /> <br />5.9 <br /> <br />----- <br />V ___________ <br />-Q 0 <br />12 <br /> <br />~ <br />\~ <br />\~. <br /> <br />1 ' -4 " <br /> <br />TRUSS END DETAIL <br /> <br /> UPLIFT CONN. <br />< 14901BS. @ <br />- <br />< 1490 IBS. @ <br />- <br />< 11741BS. SEE 5E.1jS-7 <br />- <br />< 450 IBS. @ <br />- <br /> <br />I SEE SHEET S-7 FOR NOTES ] <br /> <br />UPLIF CONNECTION CROSS-REFERENCE <br /> <br />SIMPSON STRONG TIE <br />CAPACITY <br />SYP SPF <br />1810 9 - 10d x 1 1/2" <br />1810 9 - 10d x 11/2" <br />600 535 10-8d <br />455 320 8 - 8d <br />1450 7 - 10d x 11/2" <br />2235 12 - 10d x 11/2" <br />990 850 16 - 8d x 11/2" RT16 1030 945 8-8d X 11/2"& 8-10d <br />4455 4455 24 - 16d MTS27B 4685 4029 24 - 16d <br />5260 5260 32 - 16d SINKERS HTT22 5370 4618 32 - 16d <br />2775 2570 5/8" DIA. BOLTS T02 3435 2954 2 - 5/8" DIA. BOLTS <br />3705 3130 3/4" DIA. BOLTS T05 4180 3594 2 - 3/4" DIA. BOLTS <br />4405 3680 7/8" DIA. BOLTS T06 6655 5779 3 - 3/4" DIA. BOLTS <br />1165/1115** 780/875 ** 8 - 10d x 3" JUS26 510/740 440/695 8 -10d <br />1550/3325 * * 1550/2540 ** 20 - 16d x 3 1/2" THD26 1875/3040 1580/2365 <br />3220/5970 ** 2705/4510 ** 30 - 16d x 31/2" THD28 2330/3965 2015/3430 <br />1000 860 14 - 10d x 11/2" MTW12 1195 905 14-10d <br />1000 860 14 - 10d x 11/2" MTW16 1195 905 14-10d <br />1000 860 14 - 10d x 11/2" MTW20 1195 905 14-10d <br />3140 3140 22 - 10d X (1) 5/8" ATR W/ 5" EMBED WI SIMPSON "SET" EPOXY <br />2050 1785 30 - 16d SI NKERS LUGT2 2260 1945 30 - 10d <br />6280 6280 16-10d 5" EMBED. HUGT2 6280 6280 8-10d 5" EMBED. <br />2)5/8" DIA BOLTS (2) 5/8" DIA BOLTS <br />24-10d X 11/2" HTW20 1530 1315 24-10d X 11/2" <br /> <br />10 - 10d SPT22 715 8 - 10d <br />12 - 10d SPT24 895 10 - 10d <br />12-10d X 11/2" <br /> <br />FASTENERS <br /> <br />USP MANUFACTURING, INC. <br />CONNECTOR CAPACITY <br />SYP SPF <br />HTA16 1500 1500 <br />HTA16 1500 1500 <br />RT7 585 585 <br />RT3 550 475 <br />HTA2~18 1200 1120 <br /> <br />FASTENERS <br /> <br />13 - 10d x 11/2" <br />13 - 10d x 11/2" <br />10 - 8d X 11/2" <br />8 - 8d X 11/2" <br />10 - 10d X 11/2" <br /> <br />1245 <br />535 <br />605 <br />520 <br /> <br />W <br />LJ..~O:: <br />'00::0 <br />W LJ..LJ.. <br />~w:2:f- <br />:2:90s <br />W x~o::o <br />U O::JLJ..u <br />O::OZU <br />I-- o...""wO< <br />O o...",,~,--- <br />0<00<5 <br />Z WO::f-z <br />o::LJ..w <br />W o<zo::O <br />'I"'l owo<o <br />'-I W~(/)o <br /><( b;::6~ <br />I-- ::JW-w <br />o oO::(/):2: <br />O (/)0<6j0< . <br />W (/):2: 0:: 6 <br />LL <-'Z_LJ.._ <br />W ;::QOo~ <br />o(/)O::f-u <br />0:: o6jO~::::::i <br />- LJ.. 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