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VERIFY ROOF PITCH <br /> <br />ROOF PITCH VARIES PER SUBDIVISIONS <br />(5/12 OR 5.9/12) <br />IT IS THE CONTRACTORS RESPONSIBILlT <br />TO VERIFY ROOF SLOPE REQUIREMENTS <br />WITH TRUSS MANUFACTURER. <br /> <br /> <br />mid-state truss CO., inc. <br /> <br />[!J <br />UPLIFT VALUES & CONNECTORS <br />ZONE UPLIFT CONN. <br />IT] MWFRS S 18101BS. @ <br />[1] COMPo & s 1810 IBS. @ <br />CLAD <br />[IJ MWFRS S 1174IBS. SEE 5E.l/S-7 <br />0 MWFRS S 9901BS. @ <br />~ 0 <br />~ 0 <br />IT] 0 <br /> <br />3125 Reynolds Rd., P.O. 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I <br /> W .... <br /> I- ~ ~ <br /> .~ <br /> Z <br /> 0 <br /> 0 <br /> lJ] <br /> <br />o <br />z ~ <br />'=2(/)~ <br />(/)I- 0 <br />WI--(/)W::J <br />OZ(/):::!<! <br />OO-I> <br />z:2:f::~(/) <br /><!<,<Wcr:~ <br />~,",~Oo <br />~cr:OoO <br />30wwU <br /><tLLI-J1- <br />cr:OI--L:5z <br />o::Jcr:(/)1i! <br />~;;tocr: <br />~~<!~i3 <br /> <br />z <br />o <br />(/') <br />>18 <br />C\l (j) ~ 0- <br />t..!) Z U..--1 <br />O~~ <br />C\l (j) I'-- a.. <br />---l 0')0 <br />"<0 _("')'- <br />> ..--10 <br />w '~ <br />r:r:: 18 ~ <br /> <br />w <br />o <br />z <br /><( <br />0:::(V)r- <br />000 <br />---102 <br /><(Nr- <br />- :r: <br />Z 0 <br />wO <br />~---I <br /><(0 <br />~() <br />:) <br />0.. <br /> <br />w ~ <br />D:: <br />() >- LL. Z <br />zf-O <br /><(z- <br />ZW~ <br />-(/')> <br />oz- <br />woo <br />gU6 <br />oz- <br />OW 0:: <br />o::~g <br />a..-LL. <br />wO::....J <br />0::3:<1: <br />wwCz:: <br />Cl:lIf- <br />f-f-rE <br />Of-U <br />0:: Z:::l <br />>-00.: <br />>- <( I 0:: <br />~t::0 <br />0.. z3:U <br /><t:o::w <br />O ..Jw~ <br />a..zO <br />() (/')ZI <br />-<((/') <br />~~:::) <br /> <br />SHEET NO. <br /> <br />a.. <br />0:: <br />o <br />U <br />W <br />~ <br />o <br />I <br />(/') <br />:::l <br />("') <br />o <br />o <br />N <br />@ <br /> <br /> 0) <br />MARK SIMPSON STRO~G TIE USP MANUFACTURING, INC. t'- <br />0 CONNECTOR CAP CITY FASTEN ERS CONNECTOR SYP CAPACITY FASTENERS 0 (j) <br /> SYP SPF SPF <br />A HETA16 1810 9 - 10d x 1 1 2" HTA16 1500 1500 0 -I <br />B HETA20 1810 9 - 10d x 1 1 2" HTA16 1500 1500 ......J <br />C H2.5A 600 535 10 - 8d RT7 585 585 I <br />D H3 455 320 8 - 8d RT3 550 475 N - <br />E META20 1450 7 - 10d x 1 1 2" HT A20-18 1200 1120 :c: <br />F HHETA20 2235 12 - 10d x 1 1 2" L.() <br />G H10 990 16 - 8d x 11 2" RT16 1030 945 8-8d Xli 2"& 8-10d I S <br />H MTT28B 4455 24 - 16d MTS27B 4685 4029 24 - 16d t'- <br />J HTT22 5260 32 - 16d SINKERS HTT22 5370 4618 32 - 16d <br />K HD2A * 2775 5 8" DIA. BOLTS T02 3435 2954 2 - 5 8" DIA. BOLTS ~ lLJ <br />L H D5A * 3705 3 4" DIA. BOLTS T05 4180 3594 2 - 3 4" DIA. BOLTS <br />M H D6A * 4405 7 8" DIA. BOLTS T06 6655 577 3 - 3 4" DIA. BOLTS ~ - <br />N L 2 1165 1115** 780 875 ** 8 - 10d x 3" JUS26 510/740 440/6 ,5 8 -10d > <br />P HUS2 550 3325 ** 1550 2540 ** 20 -16d x 31 2" TH 026 1875 3040 1580 2365 L.() <br />Q HUS28 220 5970 ** 2705 4510 ** 30 - 16d x 31 2" TH 028 2330 3965 2015 3430 I- <br />R MTS12 1000 860 14 - 10d x 11 2" MTW12 1195 905 14-10d ~ (j) <br />S MTS16 1000 860 14 - 10d x 11/2" MTW16 1195 905 14-10d <br />T MTS20 1000 860 14 - 10d x 11 2" MTW20 1195 905 14-10d lLJ <br />U MGT 3140 3140 22 - 10d X 1 5 8" ATR W 5" EMBED W SIMPSON "SET" EPOXY >- <br />V LGT2 2050 1785 30 - 16d SINKERS LUGT2 2260 1945 30 - 10d a:: <br />W HGT-2 6280 6280 16-10d 5" EMBED. HUGT2 6280 6280 8-10d 5" EMBED. a:: <br /> 2)5/8" DIA BOLT (2) 5 8" DIA BOLTS () <br />llXII HTS 20 1450 1245 24-10d X 11/2" HTW20 1530 1315 24-10d X 11/2" 0 <br /> SPl 585 535 10 - 10d SPT22 715 8 -10d I- 0) <br /> SP2 1065 605 12 - 10d SPT24 895 10 - 10d <br /> HCP2 605 520 12-10d X 11 2" Z t'- <br />* MINIMUM 3" MEMBER <br />** REACTIONS ARE FOR ROOF LOADS ONLY lLJ <br />*** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE I- <br />THE PLATE OFF OF THE TRUSS. > <br />ALL EPOXY ANCHORS TO BE SIMPSON "SET" U.N.O. 0 <br /> Z <br /> ......J <br /> - <br /> <br />6 <br /> <br />OF <br /> <br />25 <br /> <br />LAST PLOT DATE <br />March 11, 2005 <br /> <br />TRUSS PLAN II <br />