Laserfiche WebLink
<br />[!] <br /> <br />c <br />~ <br /> <br />I' <br /> <br />18-8-0 <br /> <br />~- ~ ~ - - - - - - - - - - - - - - - - <br /> <br /> <br />~f---~-- --------- <br />('f) <br /> <br />,,: ~ <br />JV3 " <br /> <br />A09 <br /> <br />JVl' , <br />I I <br />fJf>.... I I <br />'\:....:I """ I I <br /> <br />~: <br />~~ <br /> <br />9 <br />o <br />-0 <br /> <br />I18b\ <br />~ <br /> <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />1 I <br />I I <br />I I <br />I I <br />I I <br /> <br />OO:.~ II <br />TW. I I <br />. I I <br />U.N.O. ~ <br />,I I <br />I I <br />I I <br />I I <br /> <br />~ <br />~ <br />li <br /> <br />2 <br />~ <br /> <br />I I <br /> <br />~ :: <br />"'I I <br /> <br />- <br /> <br />~I <br />I I <br /> <br />I18b\ <br />'tV <br /> <br />o <br />~ <br /> <br />2 <br />~ <br /> <br />U") <br />> <br />....., <br /> <br />I I <br />I I <br /> <br />I I <br />I I <br /> <br />I I <br />I I <br /> <br />I I <br />I I <br /> <br />I I <br />I I <br /> <br />A07 <br /> <br />A08 <br /> <br />10'-0" <br /> <br />. <br /> <br />I <br /> <br />/ BOl <br />SHEAR TO I BOl <br />ROOF DECK <br /> <br />I I <br />I I <br /> <br />, , <br /> <br />I I <br />I I <br /> <br />BOl <br /> <br />, , <br /> <br />I I <br />I I <br /> <br />, <br />I I <br />I I <br /> <br />, , <br />I I <br />I I <br /> <br />, , <br /> <br />I I <br />I I <br /> <br />, , <br />I 1 <br />I I <br /> <br />, , <br /> <br />I I <br />I I <br /> <br />, , <br /> <br />I I <br />I I <br /> <br />, <br />I I B02 <br /> <br />1)- - - - - - - - - - - - - - <br /> <br />1 <br /> <br />U") <br />> <br />....., <br /> <br />U") <br />> <br />....., <br /> <br />------ <br /> <br />------ <br /> <br />U") <br />> <br />....., <br /> <br />@ <br /> <br />A04 <br /> <br />AOS/ <br /> <br />A06/ <br />/ <br />i'\. <br />~ <br />~ <br /> <br />(1B\ <br />~ <br /> <br />BOl <br /> <br />BOl <br /> <br />BOl <br /> <br />BOl <br /> <br />B02 <br /> <br />B02 <br /> <br />B02 <br /> <br />B03 <br /> <br />TYP.~ <br /> <br />20-0-0 <br /> <br />U") <br />> <br />....., <br /> <br />AOl <br />AOl <br />AOl <br /> <br />~ <br /> <br />l <br /> <br />U") <br />> <br />....., <br /> <br />21-4-0 <br /> <br />40'-0" <br /> <br />!\ <br />T . <br />U.N.O. <br /> <br />\ <br />\ <br /> <br />------ <br /> <br />------ <br /> <br />l <br /> <br />~/ <br /> <br />- - - - - -1"'....- - - - -/1 <br />------1--- <br /> <br />~ lA T 'JOl <br />0; ~'\II 9m <br />~ ~ v~ I I J0~ <br />/ J031:// <br />~ IY <br />7 9 I~ <br />~ I I <br /> <br />/ 5'-0":: <br />I I <br /> <br />/ I; <br />I I <br /> <br />/ <br />/ <br />/ <br />/ <br /> <br />U") <br />> <br />....., <br /> <br />U") <br />> <br />....., <br /> <br />U") <br />> <br />....., <br /> <br />U") <br />> <br />....., <br /> <br />U") <br />> <br />....., <br /> <br />~ <br />V15\ m <br />~~ <br /> <br />" I <br /> <br />~~~ <br />1\ <br /> <br />(4\ <br />~-6~ <br />TYPAT~ <br />ENTRY <br /> <br />"'\ <br /> <br />~ <br /> <br />I~ <br />I~ <br /> <br />/ <br />/ <br />/ <br />/ <br /> <br />;..., <br /> <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br /> <br />'<:t <br />N <br /> <br />U <br />'- <br />o <br /> <br />F- <br /> <br />, I <br />I I <br />I I <br /> <br />I , <br />I 1 <br />1 I <br /> <br />-- <br /> <br />1 I <br />I I <br /> <br />I 1 <br />I 1 <br /> <br />12'-0" <br /> <br />I I <br /> <br />:: 0!. <br />~ 1/ <br /> <br />I I <br />I 1 <br />I I <br />1 1 <br />I I <br />I I <br />1 1 <br />I I <br />I I <br /> <br />Of <br />('f) <br />U") <br /> <br />~ <br />~ ro <br />r-..;; ~ <br />> > <br />....., ....., <br /> <br />I I <br />1 I <br />I I ./7f\ <br />II I ~~ <br />I/~ <br /> <br />I I'-..... I18b\ <br />I I \ 5-5 J <br />1 I '--" <br />1 I <br />I I <br />I I <br />I I <br />I I <br />I I <br />H <br />1 I <br />I I <br />I I <br />I I <br />I I <br />1 I <br />I I <br />(29\ I I <br /> <br />3' ~/ C03 ~ ~I~ <br /> <br />I I (t=;~~ : : <br />I \ ~ I I <br />I~~~ T BEST K ~I <br />~ FR/ME ~ <br />~ " ~ ,''& ~ / ; / ABL. 2Xa c;< <br />..... "/:11" _ _ _ _ / / TYP. ('f) <br />'I I ~" '- / <br />(,0 2 x 8 A'tr ""J - - - - ~ - ~ <br />HIPS T' P." I \ W ~ <br />r 8\ \ -- "2xa MIN. AT <br />\:)-t) J '@ 2'-0" O.C. MAX <br />'--/ 3'.2" <br />6-0-0 TYP. TO <br />MASONRY <br /> <br />') <br />/ <br />/ <br />L / <br />r/ <br />A <br /> <br />L <br />r <br /> <br />C02 <br /> <br />C02 <br /> <br />L <br />g: ~ r <br />~ r..: <br /> <br />ro <br />~ <br />~ <br /> <br />C02 <br /> <br />COl <br /> <br />i'iULLJII ~ <br />DOl <br /> <br />DOl <br />(2K, <br />/~~ <br />/ ~ <br /> <br />---- <br />... , <br /> <br />~t)/ <br /> <br />COl <br /> <br />COl <br /> <br />002 <br /> <br />I I <br /> <br />~ <br />N <br /> <br />'<:t <br />"..., <br />....:, <br />"..., <br />N <br /> <br />3 <br /> <br />@ <br /> <br />3'-2" <br /> <br />9-8-0 <br /> <br />J <br /> <br />ENTRY SPAN <br /> <br />7'-8" <br /> <br />12'-4" <br /> <br />TRUSS LAYOUT II <br /> <br />SCALE: 1/4" = 1'-0" <br /> <br />[!] <br /> <br />o <br />~ <br />(,0 <br />U") <br /> <br /> <br />SEE SHEET S-7 FOR NOTES I <br /> <br />mid-state truss CO., inc. <br /> <br />HANGER SCHEDULE <br />~ l-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 />UPLIFT VALUES & CONNECTORS <br /> <br />ZONE <br /> <br />o MWFRS <br />r2J COMPo & <br />L:J CLAD <br />Q] MWFRS <br /> <br />[!] MWFRS <br /> <br />~ <br /> <br />~ <br /> <br />[2J <br /> <br />UPLIFT CONN. <br />< 14901BS. @ <br />< 14901BS. @ <br /> <br />------------ <br /> <br />j'...~--------- <br />(19.;t\ <br />'tV U") <br />> > <br />....., ....., <br /> <br />< 1174IBS. SEE 15/S-7 <br /> <br />< 4501BS. @ <br /> <br />TRUSS LAYOUT II <br /> <br />SCALE: 1/4" =1'-0" <br /> <br />3125 Reynolds Rd., P.O. Box 1606 <br />Eaton Park, Florida 33840 <br />813-665-1309/ 1-800-940-8787 <br /> <br />o <br />o <br />o <br /> <br />UPL <br /> <br />MARK <br /> <br />ll.J <br />U <br />~ <br />o <br />z <br />w <br />(!J <br /><:( <br />~ <br />o <br />o <br />LL <br />ll.J <br />0::: <br /><:( <br />::J <br />0' <br />(f) <br /> <br />W <br />~ <br />l.L.ct:0:: <br />'00::0 <br />W LLLL <br />~W"",f- <br />O""Z <br />~-O:::l <br />><~o::o <br />O:::ll.L.u <br />o::ozU <br />Q..."",wct: <br />Q...",,~,-- <br />ct:oct:o <br />wO::f-z <br />O::l.L.w <br />ct:zo::o <br />owct:o <br />W~(/)o <br />f-ct:zz <br />of-oct: <br />:::lW-w <br />Oo::(/)~ <br />(/) ct: Z . <br />W(/)wct:z <br />t:lZ~8:Q <br />ct:000f- <br />5u;0::f-() <br />o~o~::J <br />l.L. Ci::uQ... <br />w~woQ... <br />o::Bf-ffict: <br />ct:...J~ ...J <br />:::l...J .O::...J <br />0' ct: (/) 0 <l:~ <br />(/)O::...J'- <br />...Jw...Jo <br />...J>~zo:: <br />ct:0::>ct:0 <br /> <br />(/) <br />(1)Q,)...J <br />(J)1\;~ <br />~'U ~ <br />~ ~ ~ <br />I (/)0 <br />(J)cui5: <br />(1)c8 <br />- 'OJ) 0:: <br />(\1-- - <br />..(/)~ <br />OQ,)w <br />e'CU <br /> <br /> <br />W t:l 0 <br />I ;,:: CXl <br />f-.(/) ~ ~ Z <br />t:lZw ct:lJ)~ ~ <br />(/) ~ Q 0 0:: N lJ) en <br />. of-O OM~ Z <br />ffizct:u w~:7:ii 0 <br />wct:~t:l II~. i= <br />~tn~z f-f-....LIJ ::J <br />t:l 0:: U B 0:: LL L&. a.. -oJ <br />zwg:...J oOLLiz 0 <br />w 0 (/) S (/) l.L. Z a.. LIJ CI) <br />WZ(/)roZOO .0 Z <br />I:::lzwOWf=ZO:: <br />f-0ct:Iu;<i!0::3:;:) ~ <br />l.L.z....Jf->WOoCO c:;; <br />Oct:Q...IW(/)Q...o::.... LU <br />tnw<i!!::O::o<i!c::l.... c <br />w g 0:: :5: ('f) Z 0:: c:( LIJ <c <br />row~>-8ct:~....~ c <br />W...JU...JNOoo::u - <br />i:: 0:5: :::l ~ I ~ ::) c:(;::: c:: <br />0:: "" f- t:l 0:: U 0:; 0 <br />8~tn8~u;tnDD Li <br /> <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 /> <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 />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 />CONNECTOR <br /> <br />HETA16 <br />HETA20 <br />H2,5A <br />H3 <br />MET A20 <br />HHETA20 <br />Hl0 <br />MTT28B <br />HTT22 <br />HD2A * <br />HD A * <br />H D6A * <br />L 2 <br />H 2 <br />HUS28 <br />MTS12 <br />MTS16 <br />MTS20 <br />MGT <br />LGT2 <br />HGT-2 <br /> <br />RT16 <br />MTS27B <br />HTT22 <br />TD2 <br />TD5 <br />TD6 <br />JUS26 <br />TH D26 <br />TH D28 <br />MTW12 <br />MTW16 <br /> <br />"- <br />"" <br /> <br />A08A ~ <br /> <br />A07A~ <br /> <br /> <br />A06A ~ <br /> <br /> <br />A05A~ <br /> <br />A04A ~ <br /> <br />A03A ~ <br /> <br />A02 ""-/ <br /> <br />I 1 <br />I 1 <br />I I <br />I 1 <br />1 I <br />I I <br />I I <br />I I <br />I I <br />I 1 <br />-------------~I <br /> <br />A02 /" <br /> <br />A03/ ~ <br />/ ~ <br />/~~ <br />/ ~ "'", <br />/ "~ ~ <br />/ " ~ <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 />535 <br />320 <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 />1245 <br />535 <br />605 <br />520 <br /> <br />HTW20 <br />SPT22 <br />SPT24 <br /> <br />FASTENERS <br /> <br />13. 10d x 11 2" <br />13 - 10d x 1 1 2" <br />10 - 8d X 11 2" <br />8 - 8d X 1 1 2" <br />10 - 10d X 11 2" <br /> <br />~C/) <br />C\I--.J <br />~--.J <br />0- <br />NI <br />~S <br />f'-.W <br />~- <br />~> <br />LOI- <br />~~ <br />>-0:: <br />o::() <br />O~ <br />I-C\I <br />Z~ <br />WI- <br />>0 <br />~--.J <br /> <br />1030 945 B-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 B-l0d 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(/) <br />Lriz <br />'0 <br />C'J- <br />--1(/) <br />> <br />w <br />0:: <br /> <br />z ZU") <br />Q Qo <br />(/) (/),- <br />-1.O-M <br />>0>"..., <br />w,-w,- <br />0::00::('f) <br />UMu...... <br />f-'-f-U-l <br />ct:('f)ct:~ <br />'<:tQ...<;j"~ <br />(,00(,0,- <br />('f)'-('f)ct: <br />MOMO <br />, ~ ' ~ <br />~~~~ <br /> <br />l1J <br />o <br />z <br /><( <br />0::: (V) <br /><DO <br />-.JO <br />ON <br />wI- <br />~CJ) <br /><r:- <br />zO::: <br />zm <br /><r: <br />.....J <br />0.. <br /> <br />SHEET NO. <br /> <br />25 <br /> <br />LAST PLOT DATE <br />March 11, 2005 <br /> <br />~1lI <br />~=:JO <br />~<(CO <br /> <br />(/) <br />W <br />o <br />o <br />z <br />o <br />...J <br />:::l <br />co <br /> <br />...J <br /><i: <br />0:: <br />f- <br />~ <br />o <br />(/) <br />(/) W <br />o U <br />...J('f) 0::>< <br />roo LLct: <br />w~ OLL <br />t:l N ('f) '<:t <br />Z ('f) ('f)0 <br />ct: ...J ("l") ('f) <br />0:: l.L. c;< c;< <br />o . 00 <br />'~COCO <br />(/) Q... C9 Of <br />U")O ~~ <br />'<:tQ... 00 <br />0) ct: '<:t '<:t <br /> <br /> <br />z <br />o <br />~ <br /> <br />.....: <br />f- <br />E <br />o <br />(/) <br />(/) <br />..Q('f) 0 <br />COON <br />(l)~"..., <br />~~C;<...J <br />ctI...J'<:tct:f- <br />O.....l.L.MO::ct: <br />CO:::lu <br />'ror-:-f--(,O <br />(/)-"OU~~ w.. <br />a. '<:t :::l f- v. <br />MO o::o::.f- <br />U")o.If-WOct: <br />mct:Q...(/)uz 0 <br /> <br />U") <br />o <br />o <br />N <br /> <br />"..., <br />rl <br />.c <br />u <br />..... <br />ctI <br />~ <br /> <br />o <br />o <br />\0 <br />W <br />~ <br />- 0 <br />~ ~ <br />z ..... L" <br />O' L" <br />o ':" N <br />U1 ~ Cl' I1l <br />- !I1 0 I <br />> \0 Cl' <br />OW{l']\O <br />[l: {l'] L" <br />.A 0 I <br />[i I ...J {l'] <br />~U1lL...... <br />~ ~ <( OJ <br />~ U1 [l I <br />I- W ..... <br />~ ~ <br />.1- <br />Z <br />o <br />o <br />\0 <br /> <br />o <br />Z W <br /><..:l Z <br />Vj~5:2 0 <br />WI-V>W:::::i <br />ozv>:::!<t <br />O-I> <br />~~!::~V> <br /><t NW 0::;;:; <br /><..:lr-l~Oo <br />zo::ooo <br />~OWWU <br /><t"-IWI- <br />O::OI-~Z <br />O:::::io::v>~ <br />~;;~OO:: <br />~~<t~G <br /> <br />ll.J 8 <br />0:: <br />U >-LLZ <br />Zf-O <br />ct:z- <br />L- ZW~ <br />.- -(/)> <br />O oz B <br />~Oct: <br />:::lOO <br />Z OZ Ci:: <br />L- ~~g <br />.- Q... - l.L. <br /> <br />:r: ~ ~ <i! <br />wwO:: <br />(!J roI~ <br />f-f-w <br />Of-U <br />0::: Z:::l . <br />>-OQ... <br />>- ct:IO:: <br />~!::O <br />a.. z:5: 0 <br />ct:o::W <br />O ....Jw ~ <br />Q...zO <br />U(/)ZI <br />-ct:(/) <br />~~:::l <br /> <br />6 <br /> <br />Q... <br />0:: <br />o <br />U <br />W <br />~ <br />o <br />I <br />(/) <br />::) <br />('f) <br />o <br />o <br />N <br /> <br />@ <br /> <br />OF <br /> <br />TRUSS PLAN II <br />