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<br />~ <br /> <br />18-8-0 <br /> <br />21-4-0 <br /> <br />I" <br /> <br />l <br /> <br /> ~ <br /> U.N.O. <br /> 40'-0" <br /> \ <br /> ~ oM \ ~ / <br /> > <br /> ...... --- --- --- --- --- --- - -- - - - '" - - --- 171 <br /> --- - - --- --- --- - -- --- - -- - - <br /> - - - -- --- - -- - -- - -- - -- - - ~ --- --- --- --- - - - - -- --- - - - - - <br /> JV1' I " ('1') 9. 1 A "J01 <br /> > <br /> I I ...... ~ - ~'\ I I 0 ~ <br /> ~ II) II) II) II) II) II) II) II) II) II) II) II) II) II) ~ c;'> I I ~ <br /> I I > > > > > > > > > > > > > > > <br /> ~ ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... <br /> q I I JV3 ~v J03 I I V <br /> 0 <br /> ci:J ~: :y <br /> ~ A09 " '" / q 10 I~ <br /> (i8b\ ;..., I I 1'eI <br /> "\. oM <br /> ~ I I A08A ~ ~ V15\ [!] / I I <br /> I I ~ 3 5'-0" I ,I <br /> I I I I <br /> I I A07A ~ / I <br /> I I I I <br /> I I I I <br /> I I A06A ~ / / I <br /> I I <br /> I I U <br /> I I I I ........ <br /> 0 <br /> I I A05A~ / / I I <br /> I I o;;t <br /> I I ~ <br /> I I 0 I I <br /> I I A04A ~ / / I'- I 1 <br /> I I I I <br /> I I I I <br /> I I A03A~ / / I I <br /> I I _I- <br /> ~ I I I I <br /> I I A02'" / I I <br /> I I <br /> U.N.O. ~I I I I <br /> I I AOl I I <br /> I I I I <br /> I I AOl <br /> I AOl I I <br /> I 12'-0" I I ~ <br /> I I A02 /" ~ <br /> A03/ ~ I I <br /> I I .N.O. <br /> 11/ <br /> I I I I <br /> A04/ ~ I I <br /> I I I I C9 <br /> I I I I ('1') <br /> II) <br /> A05/ / "" ~ I I <br /> I I I I <br /> I I I I <br /> ~. 2 Aoa/ / ~" I I <br />C I I I I <br />~ oc;; ~ I I "- I I <br />Ii <br /> / / " ,,~ I I <br /> I I I I <br /> I I A07 '" I I L/4\ <br /> ~ ~ / "'\ ~ I I ~ ~ <br /> I I I~ <br /> "I I A08 <br /> f-- ~ "" " I i"'-..... 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I\. <br /> I I I I 2x8A V \ ~ <br /> HIPS T' P. <br /> I I B02 I I 8 ~ 1'2x6 MIN. AT <br /> 1)- - - - - - - - ------ - - - - - - - - - - - - - """I - 2'-0" O.C. MAX <br /> - , 3'.2" 3'_2" <br /> B03 6-0-0 TYP. TO <br /> MASONRY <br /> ("1\ TYP.~ <br /> ~ 9-8-0 <br /> I ENTRY SPAN <br /> 20-0-0 7'-R" 12'-4" <br /> <br />[!] <br /> <br />~ <br /> <br />TRUSS LAYOUT II <br /> <br />SCALE: 1/4" = 1'-0" <br /> <br />l <br /> <br /> <br />SEE SHEET S-7 FOR NOTES I <br /> <br />[!] <br /> <br />mid-state truss CO., inc. <br /> <br />HANGER SCHEDULE <br />Lh 1.PL Y TRUSS = SIMPSON HUS-26 <br />~ 2-PL Y TRUSS = SIMPSON HGUS210-2 <br />8 3-PL Y TRUSS = SIMPSON HGUS210-3 <br />~ 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 />0 <br />~ <br />(D <br />II) <br /> UPLIFT VALUES & CONNECTORS <br /> ZONE UPLIFT CONN. <br /> 0 MWFRS < 14901BS. @ <br /> ~ COMPo & < 14901BS. @ <br /> CLAD <br /> ~ MWFRS < 1174IBS. SEE 15/S-7 <br /> ~ MWFRS < 4501BS. @ <br /> - <br /> ~ 0 <br /> ~ 0 <br /> [2J 0 <br /> TRUSS LAYOUT II <br /> SCALE: 1/4" =1'-0" <br /> <br />W <br />l.J....~a::: <br />'0 a::: 0 <br />W l.J....l.J.... <br />~i!S~~ <br />~-O:::.l <br />W x~a:::o <br />U O:::.ll.J....u <br />a:::OZU <br />I- CL"",w<( <br />O CL""'~I- <br /><(0<(0 <br />Z wa:::l-z <br />a:::l.J....w <br />W <t:za:::o <br />'1"'1 OW<(O <br />......., w~r./')o <br />- I-<(zz <br />1--.... 0 I- 0 <( <br />O :::.lW-w <br />oa:::r./')"", <br /><( z "'" . <br />o ~r./')w<(z <br />LL <.::iZ~tEQ <br /><(0001- <br />W t;u;a:::1-5 <br />0::: o6]Q~::J <br /><:( l.J...."",a:::UCL <br />W:::::WOCL <br />:::> a:::01-05<( <br />a <(-l~ -l <br />:::.l-l .a:::-l <br />(/) Or./') <( r./') 0 <(~ <br />a:::-l........ <br />-lW-lO <br />-l>~za::: <br /><(O;:o.<t:O <br /> <br />t/) <br />Q,)Q,)-l <br />CI)~~ <br />Q,)._ 0 <br />Q,)(.)r./') <br />~ ~ ~ <br />I t/) 0 <br />Cl)cu1i: <br />Q,)c8 <br />- 'OJ) u:: <br />cu.- - <br />~t/)t;:: <br />oQ,)w <br />E "C u <br /> <br /> <br />W <.::i c.) <br />I ~ ~ Z <br />I-.r./') S: <D <br /><.::iZw <(<Drol ~ <br />r./')~Qo a:::N<D (/) <br />. 01-0 OM~ Z <br />a:::z<t:u wSQ~ii 0 <br />li:J<t:~<.::i II'*". i= <br />~tn~z I-I-....lLLl :J <br /><.::ia:::Ui5 a:::l.J....u.a.. ...J <br />ZW~-l oOu,jz 0 <br />WOr./')Sr./')l.J....Za..LLl (/) <br />WZr./')enZOO ~C Z <br />I:::.lzw9::Ji=zo:: <br />l-o<t:Ir./')<(a:::3:J CJ <br />l.J....z....Jl->wOo!:a Vi <br />O<(CLIWr./')CLo::..; LIJ <br />tnW<i!t::a:::o<i!CO....l 0 <br />wga:::s:('1')Za:::c(LLl c( <br />enw:::.l>-8<(:::.l ~ 0 <br />W-lI--l~OI-~::C <br />~os:g~:c~g~~ c:: <br />a:::""'I-<.::ia:::oc: 0 <br />2~tn8~u;tnDD ii <br /> <br /> <br />MARK <br /> <br />UPLIFT CONNE TION CROS -REFERENCE <br /> <br />SIMPSON STROI\G TIE <br />CAPACITY <br />SPF <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 />HT A20-18 1200 1120 <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 />CONNECTOR <br /> <br />HETA16 <br />HETA20 <br />H2.5A <br />H3 <br />META20 <br />HHETA20 <br />Hl0 <br />MTT28B <br />HTT22 <br />HD2A * <br />HD5A * <br />H D6A * <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 11 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 />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 />TD2 <br />T05 <br />T06 <br />JUS26 <br />TH 026 <br />TH 028 <br />MTW12 <br />MTW16 <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 />U 2 <br />HUS28 <br />MTS12 <br />MTS16 <br />MTS20 <br />MGT <br />LGT2 <br />HGT-2 <br /> <br />HTW20 <br />SPT22 <br />SPT24 <br /> <br />1245 <br />535 <br />605 <br />520 <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 />N <br />mCl) <br />0-1 <br />9-1 <br />N- <br />L.()I <br />~$ <br />~lLJ <br />~- <br />L.()> <br />~~ <br />>-lLJ <br />0:::0::: <br />OU <br />I-N <br />2m <br />WI- <br />>0 <br />~-I <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 />1530 <br />715 <br />895 <br /> <br />1315 <br /> <br />C\J(j) <br />LOZ <br />'0 <br />C\J- <br />r-i(j) <br />> <br />W <br />0:: <br /> <br />z z <br />o 0 <br />u; u;1I) <br />-II)-O <br />>0>........ <br />w........W.-1 <br />a:::0a:::.-1 <br />U.-1u........ <br />1-........1-('1') <br /><t:(")<(en <br />o;;tCL(!)=<: <br />lOOlO' <br />(Y)........('1')<( <br />.-10.-10 <br />, ~ . ~ <br />~~~~ <br /> <br />w <br />o <br />z <br /><( <br />0:: (V) <br />(.90 <br />-...10 <br />OC\J <br />I- <br />~cn <br /><( - <br />zO:: <br />~co <br />0... <br /> <br />SHEET NO. <br /> <br />25 <br /> <br />LAST PLOT DATE <br />March 11, 2005 <br /> <br />~il' <br />tQ c::=J 0 <br />~<(CO <br /> <br />U) <br />W <br />o <br /><.::i <br />Z <br />o <br />-l <br />:::.l <br />en <br /> <br />-l <br /><( <br />a::: <br />I- <br />~ <br />o <br />r./') <br />r./') W <br />o U <br />-l (Y) G: >< <br />enOl.J....<t: <br />wI'-Ol.J.... <br /><.::i~ ,,')o;;t <br />Z ." 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