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BIN B-1 PERMIT 4411
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BIN B-1 PERMIT 4411
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Last modified
3/20/2008 10:09:33 AM
Creation date
3/11/2008 10:58:23 AM
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Template:
Building Plans
Street #
7546
Location
WEEHAWKIN DR
Contractor
US HOMES
Building Plans - Permit #
4411
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VAULTED - OR - SKEWED TRUSS <br />6 SIMPSON LSSU210-2 <br /> <br />3125 Reynolds Rd., P.O. Box 1606 <br />Eaton Park, Florida 33840 <br />813-665-1309 / 1-800-940-8787 <br /> <br />UPLIFT VALUES & CONNECTORS <br /> <br />ZONE <br /> <br />[!] MWFRS <br />121 COMPo & <br />L:J CLAD <br />QJ MWFRS <br /> <br />~ MWFRS <br /> <br />~ <br /> <br />~ <br /> <br />o <br /> <br /> UPLIFT CONN. <br />< 14901BS. @ <br />< 14901BS. @ <br />< 1174IBS. SEE 15/S-7 <br />- <br />< 4501BS. @ <br />- <br /> 0 <br /> 0 <br /> 0 <br /> <br />UPLIFT CONNECTION CRG S-REFEREN E <br /> <br />TRUSS LAYOUT II <br /> <br />MARK <br /> CONNECTOR <br />A HETA16 <br />B HETA20 <br />C H2.5A <br />0 H3 <br />E META20 <br />F HHETA20 <br />G Hl0 <br />H MTT28B <br />J HTT22 <br />K H D2A * <br />L HD A * <br />M H D6A * <br />N L 2 <br />P H 26 <br />Q HUS28 <br />R MTS12 <br />S MTS16 <br />T MTS20 <br />U MGT <br />V LGT2 <br />W HGT-2 <br /> <br />945 <br />4029 <br />4618 <br />2954 <br />3594 <br />5779 <br /> <br />SIMPSON STRONG TIE <br />CAPACITY <br />SYP SPF <br />1810 9 - 10d x 11 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 16 - 8d x 1 1 2" RT16 <br />4455 24-16d MTS27B <br />5260 32 - 16d SINKERS HTT22 <br />2775 5 8" DIA. BOLTS TD2 <br />3705 3 4" DIA. BOLTS TD5 <br />4405 7 8" DIA. BOLTS TD6 <br />1165 1115* * 780 875 * * 8 - 10d x 3" JUS26 <br />550 3325 * * 1550 2540 * * 20 - 16d x 3 1 2" THD26 <br />220 5970 ** 2705 4510 ** 30 - 16d x 31 2" THD28 <br />1000 860 14 - 10d x 11 2" MTW12 <br />1000 860 14 - 10d x 11/2" MTW16 <br />1000 860 14 - 10d x 11 2" MTW20 1195 <br />3140 3140 22 - 10d X 1 5 8" ATR W 5" EMBED W <br />2050 1785 30 -16d SINKERS LUGT2 2260 <br />6280 6280 16-10d 5" EMBED. HUGT2 6280 <br />2)5/8" DIA BOLT <br />24-10d X 11/2" <br /> <br />10 - 10d <br />12 - 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 />RTl 585 585 <br />RT3 550 475 <br />HTA2~18 1200 1120 <br /> <br />SCALE: 1/4" =1'-0" <br /> <br />1030 <br />4685 <br />5370 <br />3435 <br />4180 <br />6655 <br /> <br />* G.C. 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Z -.J I- :> WOO c:a VI' <br />o <( CL I W (/) CL 0::..; L&J <br />I-W...JI-O:::O....Jc:a....j C <br />(/)~<(5('f')Z<( 'LIJ <br />WOO::::>O<(O:::CCCC 0::( <br />enW~>-O ~....j:I: C <br />W...Ju...JNOUC:::U ii: <br />~30:::)~I~:::)CC;; 0 <br />O:::""'I-~O:::U-== <br />2~t;8~u;tnDO Li <br /> <br /> <br />L() <br />moo <br />O-.J <br />O--.J <br />I <br />N- <br />L()I <br />~S <br />~W <br />~- <br />L()> <br />~~ <br />>-W <br />0::0:: <br />00 <br />I-L() <br />Zm <br />WI- <br />>0 <br />~-.J <br /> <br />Lf) <br />o <br />o <br />N <br /> <br />.-I <br />.-I <br />.s:: <br />(.) <br />.... <br />co <br />~ <br /> <br />W <br />~ <br />o <br /> <br />o <br />o <br />\D <br />W <br />I- <br />:J [) <br />Z OJ ~ L' <br />Dcir-L' <br />- > I N <br />OJ ..J (J'\ III <br />- OJ 0 I <br />> \D (J'\ <br />(iWM\O <br />~ M t' <br />A 0 I <br />jlI..JM <br />I U1 l&. .... <br /><t~~Lp <br />~ w .... <br />~ ~ <br />.~ <br />Z <br />o <br />o <br />\0 <br /> <br />o <br />Z ~ <br />~(/)'" <br />(/):r:- 0 <br />Wf--(/)W~ <br />oz(/):::!<l: <br />O-:r:> <br />~~I:::::(/) <br /><l:C'lWO::~ <br />",rl~Oo <br />~O::OoO <br />::OwwU <br /><tlJ..:r:....Jf-- <br />o::Of--~Z <br />O~o::(/)~ <br />~~f:!oo:: <br />~~~~a <br /> <br />NU) <br />LOZ <br />'0 <br />N- <br />..--iU) <br />> <br />W <br />0::: <br /> <br />Z <br />Q <br />(/) <br />-l.!'l <br />>0 <br />w....... <br />0:::0 <br />U.-I <br />1-....... <br /><(('I') <br />r--CL <br />(00 <br />('f')....... <br />.-10 <br />'':!:: <br />~~ <br /> <br />/""- A02 <br /> <br />/ ~A03 <br />/ ~ <br />/ /"'- <br />//7 ~ <br />//v ~ <br />/ / " <br />/ <br /> <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 /> w ~ <br /> 0 lJJ 0 <br /> 0::: <br /> Z () >-l.L.z <br /> zl-O <br /> <(z- <br /> <( .- zw~ <br /> -(/)> <br /> 0::: Oz- <br /> (V) 0 woo <br /> uu<( <br /> CD Z :::) 0 <br /> 0 oz- <br /> oWO::: <br /> -.J 0 .- o:::~g <br /> CL-lL <br /> wO:::...J <br /> 0 C\I I 0:::3<( <br /> ~ wwO::: <br />wI- ClJII- <br /> 1-1-e5 <br /> Ol-u <br />;?(/) 0:: z:::) <br /> >-on.: <br /><( - >- <(I 0::: <br />zO:: ~t::0 <br /> CL z3U <br />zCQ ::so:::w <br /> 0 w~ <br /><( CLzO <br />-.J () (/)ZI <br />CL -<((/) <br /> ~~::J <br />SHEET NO. CL <br />6 0::: <br /> 0 <br /> U <br /> W <br /> ~ <br /> 0 <br /> OF I <br /> (/) <br /> 25 :::) <br /> ('I') <br /> 0 <br /> 0 <br />LAST PLOT DATE N <br />March 11, 2005 @ <br /> TRUSS PLAN II <br />
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