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Final floor and ROOF <br />TRUSS LAYOUT TO BE DEVELOPED BY TRUSS MANUFACTURER. If FINAL TRUSS Layout LAYOUT Drawings <br />DIFFER IN CONFIGURATION OR BEARING POINTS FROM lliIS PLAN, SAID TRUSS MANUFACTURER'S <br />DRAWINGS SHALL BE REVIEWED AND APPROVED BY design styles, inc. and the ENGINEER OF RECORD prior to <br />CONSTRUCTION. <br /> <br />TRUSS MANUFACTURER TO verify adequacy of all specified Ivl beams and make any adjustments necessary due <br />to final truss design or calculated reactions. All modification to be reported to design styles, inc. and the <br />engineer of record prior to construction. <br /> <br />Electrical & hvac layouts are based on these framing layouts. Any deviations are to be approved by design <br />styles, inc. prior to construction. <br /> <br />. <br /> <br />typical truss connectors <br />1. ALL CONNECTORS ARE "SIMPSON, Strong-Tie". <br />2. USE MTS20'S FOR roof TRUSS TO FRAME CONNECTIONS. <br />3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES WI CS16'S. <br />4. USE HHETA20 FOR roof TRUSS TO MASONRY CONNECTIONS. <br />5. USE (2) HHETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. <br />6. USE (2) HTS30 FOR GIRDER TRUSS TO FRAME CONNECTIONS. <br />7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. <br />8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. <br /> <br /> <br />Design Styles, Inc. and THE ENGINEER RESERVE lliE RIGHT TO MAKE ANY CHANGES AFTER final TRUSS <br />INFORMATION IS SUPPLIED from truss manufacturer. <br /> <br />V / / / / / /1 ENTRY BEARING AT 12'-4" <br />BEARING AT 8'-0" <br /> <br />a <br />, <br />LO <br />(0 <br /> <br />-,~ <br />J <br /> <br />I <br />~~ <br />L, + ~ <br /> <br />1 0'-0" FLAT CEILING <br /> <br />8'-0" CEILING HEIGHT <br /> <br />VAUL TED CEILING AT 2.5/12 <br /> <br />ENTRY BEARING AT 12'-4" <br /> <br />~ <br /> <br />~ <br /> <br />APPROVED lRUSS ANCHOR BY BUILDER <br />SQUARE CUT OVERHANG <br />HEEL HEIGHT = 2x4 STD. <br />BOTTOM = 2x4 MIN. <br />TOP = 2x4 MIN. <br /> <br />0) <br />I <br />0) <br />~ <br /> <br />a <br />, <br />F-.. <br /> <br /> <br />-- 2.5 <br />12 <br /> <br />1'-4" <br />... -- <br /> <br />TRUSS END DETAIL <br /> <br /> <br />C) <br />C) <br />'" 10 <br />~l <br />~ t4 <br /><::::t 0.. <br />~ Ii <br />! <br /> <br />~ !.J ~ <br />~!.J F ~ <br />~F ~ ~ <br />~~~ ~ <br />~~~ 2 ~ <br />~~~ ~~ ~ <br />z ~ . <br />$-!.J 00 lt~ <br />~~F ~~ ~ <br />t~l5 ~i ~~ <br />~~~ ~~ 01 <br />~zs l!!l ~ <br />t:1~ ~1:: s!!l <br />150tii !!l~ zF <br />:~3 F~ l:Hs <br /> <br />o <br />z <br /> <br /> <br />N <br />. ~(Q <br /><-' 0 <br />Z N <br />- ro~'9 <br />~ ~~gi~ <br />Z x ,.... ro <br />- o..Jrt},.... <br /><-' en It.....-.., . <br />Z ro..-!D <br />W q 5~ew <br />~ a....J... <br />c )( <br />,g~ <br /><-' a.. <br />W <br />I- <br />Z <br /> <br />. . . <br /> <br /> <br />g <br />U <br />0\ ~ <br />o If) .:::1 <br />o 0\ t-.. (/l <br />~ If) ~ ........c-Q) <br />'oJ"O c'' <br />B ro .000 <br />(./)0 ~~~;!3C") <br />I-< ~ 1-<'10\ SOO< <br />~ Q) ~ t-.. ~ .~ ~ <br />ro ~ ro~~~o <br />~~~ ~~~ ~.~ <br />~~'S~~~ ~ <br />UC'l(./)Uo..~ :tl: <br /> <br />www <br />~19u <br />~~~ <br />::Joo <br />SSf2z <br /> <br />Vl Vl ~ Z <br />~" a "g ~ 8 a: @ <br />~g@<(Vl~~Vl~ of2(3 <br />~ ~ffia::~ma::a:z~ <br />::>O'><~zu.~zo<(::>~ <br />O'liJ~o~OO~Qwo~ <br />~~~~~9~~~~~~ <br />~~~~~~~!~~~ <br /> <br />o ...... u. 0 <br /> <br /> <br /> <br />Dale: <br /> <br />ID-STATE TRUSS CO., INC. <br />3125 Reynolds Rd., P.O. Box 1606 <br />Eaton Park, Florida 33840 <br />941-665-1309 / 1-800-940-8787 <br /> <br />BUILDER: <br /> <br />US HOME CORP. <br />lBW. ADDREss: <br /> <br /> <br />ANDOVER 2005 ELEV. 1 <br /> <br />N.T.S. <br /> <br />1M <br />STB <br /> <br />JOB <br />USSUNNY1 <br /> <br />10/27/04 <br /> <br />o <br />o <br />\.0 <br />2 <br />.- 0 <br />::lv <br />ZV>T""i,........ <br />o . 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