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I <br />W .... <br />I- ~ ~ <br /> .1- <br /> Z <br /> 0 <br /> 0 <br /> II) <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 RESPONSIBILlT <br />TO VERIFY ROOF SLOPE REQUIREMENTS <br />WITH TRUSS MANUFACTURER. <br /> <br /> <br />mid-state truss CO., inc. <br /> <br />[!] <br />UPLIFT VALUES & CONNECTORS <br />ZONE UPLIFT CONN. <br />IT] MWFRS .s. 18101BS. @ <br />0 COMPo & .s. 18101BS. @ <br />CLAD <br />0 MWFRS .s. 1174IBS. SEE 5E.l/S-7 <br />QJ MWFRS .s. 9901BS. @ <br />~ 0 <br />~ 0 <br />IT] 0 <br /> <br />[!] <br /> <br />3125 Reynolds Rd., P.O. Box 1606 <br />Eaton Park, Florida 33840 <br />813-665-1309/ 1.800-940-8787 <br /> <br />r:? <br />o <br />c.o <br /> <br />SEE SHEET S-7 FOR NOTES <br /> <br />o <br />Z ~ <br />~(/')<C:l <br />(/')I- 0 <br />Wf-(/')W~ <br />OZI,/)::::!<! <br />DO-I> <br />z:2;I::3:(/') <br /><!NWn:~ <br /><C:l~~00 <br />~n:ooO <br />3:0wWU <br /><!ll.. ...Jf- <br />n:oi:=1'5z <br />o~n:(/')~ <br />~;;:}::on: <br />I ll..Z:::J <br />f-~<!<!U <br /> <br />t-+ANGER 6C~EDULE <br /> <br />, I <br /> <br />& l-PL Y TRUSS = SIMPSON HUS-26 <br />8 2-PL Y TRUSS = SIMPSON HGUS210-2 <br />8 3-PL Y TRUSS = SIMPSON HGUS210-3 <br />A VAULTED - OR - SKEWED TRUSS <br />6 SIMPSON LSSU210-2 <br /> <br />z <br />o <br />(/) <br />>13 <br />('J (/) ~ ~ <br />l1) Z (.) .-1 <br />O~M- <br />('J (/) c.o 0.. <br />..-i _ 0) 0 <br />>(1')....... <br />W.-10 <br />, ~ <br />0:: ~ 2: <br /> <br />Men <br />N--.J <br />~--.J <br />0- <br />NI <br />LQs <br />t'-W <br />~- <br />~> <br />LOI- <br />~~ <br />>-0:::: <br />o::::() <br />OM <br />I-N <br />Z~ <br />WI- <br />>0 <br />~--.J <br /> <br /> <br />CE <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 />HTA20-18 1200 1120 <br /> <br />MARK <br /> <br />SIMPSON STRONG TIE <br />CAPACITY <br />SPF <br /> <br />CONNECTOR <br /> <br />HETA16 <br />HETA20 <br />H2.5A <br />H3 <br />META20 <br />HHETA20 <br />Hl0 <br />MTT28B <br />HTT22 <br />HD2A * <br />H D5A * <br />H D6A * <br />U 6 <br />US 6 <br />HUS28 <br />MTS12 <br />MTS16 <br />MTS20 <br />MGT <br />LGT2 <br />HGT-2 <br /> <br />FASTENERS <br /> <br />9 - 10d x 11 2" <br />9 - 10d x 11 2" <br />10 - 8d <br />8 - 8d <br />7 - 10d x 1 1 2" <br />12 - 10d x 11 2" <br />16 - 8d x 11 2" <br />24 - 16d <br />32 - 16d SINKERS <br />5 8" DIA. BOLTS <br />3 4" DIA. BOLTS <br />7 8" DIA. BOLTS <br /> <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 /> 1.1J <br /> 0 ~ <br /> Z lJJ 0 <br /> 0:: <br /> <( () >-I.J....Z <br /> zf-O <br /> <l:z- <br /> 0::: I-- ZW~ <br /> (V) -(/)> <br /> CJ oz- <br /> 0 woo <br /> 0 (.)u<l: <br /> Z :J 0 <br /> .....I 0 oz- <br /> OW 0:: <br /> <( C\I ~ o::r=g <br /> o..-I.J.... <br /> wO::....J <br /> - I 0::3:<l: <br /> Z '" WWO:: <br /> COIf- <br />wO f-I-~ <br /> 01-(.) <br /> 0:: z:J . <br />~.....I >-00... <br /> >- <l:IO:: <br /><0 ~!:::O <br />~() c.. 3:(.) <br /> :so::W <br /> 0 w2: <br />< o..zO <br />......J () (/)ZI <br /> -<l:(/) <br />0.. ~2::J <br />SHEET NO. 0.. <br /> 0:: <br /> 6 0 <br /> (.) <br /> w <br /> 2: <br /> 0 <br /> OF I <br /> 25 (/) <br /> :J <br /> (1') <br /> 0 <br /> 0 <br />LAST PLOT DATE N <br />March 11, 2005 @ <br />TRUSS PLAN II <br /> <br />A <br />B <br />C <br />D <br />E <br />F <br />G <br />H <br />J <br />K <br />L <br />M <br />N <br />P <br />Q <br />R <br />S <br />T <br />U <br />V <br />W <br /> <br />535 <br />320 <br /> <br />RT16 <br />MTS27B <br />HTT22 <br />102 <br />TD5 <br />T06 <br />JUS26 <br />TH D26 <br />TH D28 <br />MTW12 <br />MTW16 <br /> <br />1030 945 8-8d X 11 2"& 8-10d <br />4685 4029 24 - 16d <br />5370 4618 32 - 16d <br />3435 2954 2 - 5 8" DIA. BOLTS <br />4180 3594 2 - 3 4" DIA. BOLTS <br />6655 5779 3 - 3 4" DIA. BOLTS <br />510/740 440/695 8 - 10d <br />1875 3040 1580 2365 <br />2330 3965 2015 3430 <br />1195 905 14-10d <br />1195 905 14-10d <br />905 14-10d <br />SIMPSON "SET" EPOXY <br />1945 30 - 10d <br />6280 8-10d 5" EMBED. <br />(2) 5/8" DIA BOLTS <br /> <br />24-10d X 11/2" <br /> <br />8 -10d <br />10 - 10d <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 />HTW20 <br />SPT22 <br />SPT24 <br /> <br />1315 <br /> <br />1245 <br />535 <br />605 <br />520 <br /> <br />1530 <br />715 <br />895 <br /> <br />TRues PLAN II <br /> <br />[!] <br /> <br />SCALE: 1/4" =1'-0" <br />