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J03 <br /> <br />~f\501 , <br />~ , ~ <br />~~$> <br /> <br />""'J ~ # <br /> <br />00 <br />1 <br />i'- <br /> <br />-I-~~ <br /> <br />o ~ <br />1 <br />"t <br /> <br />T- <br /> <br />I'- <br />o <br />...., <br />I <br />~ <br /> <br />. ...... .J <br /> <br />1'-1 <br /> <br />~ <br /> <br />- <br /> <br />20'-2" <br /> <br />6'-8 1/2" <br />- - <br /> <br />5'-1 1/2" <br /> <br />4'-0" <br /> <br />4'-0" <br /> <br />- <br /> <br />za <br />II OZ <br />~~ <br />w<o <br /><..9U)~ <br />zO>- <br />-~I..L <br />0::00- <br />L5~ffi <br />cn~> <br /> <br />~ <br />T- <br /> <br />T- <br />T- <br />1 <br />C'\I <br />C'\I <br /> <br /><0 <br />T- <br />......... <br />0) <br />0) <br />_I <br />lC) <br /> <br />Truss Notes: <br /> <br />THE Floor and ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGNS ONLY. 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 THIS 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 />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 />Design Styles, Inc. and THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER final TRUSS <br />INFORMATION IS SUPPLIED from truss manufacturer. <br /> <br />C\I <br />_I <br />T- <br /><0 <br /> <br />V / / / / / /1 ENTRY BEARING AT 12'-411 <br />BEARING AT 8'-0" <br /> <br /> <br />I I <br />~~ <br />f + ~ <br /> <br />8'-on CEILING HEIGHT <br /> <br />VAUL TED CEILING AT 2.5/12 <br /> <br />1 O'-On FLAT CEILING <br /> <br />ENTRY BEARING AT 12'-4" <br /> <br />APPROVED TRUSS ANCHOR BY BUILDER <br />SQUARE CUT OVERHANG <br />HEEL HEIGHT = 2x4 SID. <br />BOTTOM = 2x4 MIN. <br />TOP = 2x4 MIN. <br /> <br /> <br />Date: <br /> <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 />-- 25 <br />12 <br /> <br />BUIlDER: <br /> <br />US HOME CORP. <br />L.EG.4L JooREss: <br /> <br />1 t _4n <br /> <br />ANDOVER 2005 ELEV. 1 <br /> <br />TRUSS END DETAIL <br /> <br /> <br />1M <br />STB <br /> <br />JOB . <br />USSUNNY1 <br /> <br />N.T.S. <br /> <br />10/27/04 <br /> <br /> <br /> <br />o <br />z <br /> <br />z ' <br /> <br />~ t.J\~ <br />Ct.J~ <br />~i!:~ <br />~:~ i [l <br />~~~ ~ . ~ <br />~8~ ~~ ~ <br />z 91:. <br />~-t.J cC lt~ <br />F~i!: ~~ ~ <br />~~~ ~fa ~~ <br />~~~ ~~ 01 <br />~Zfa I\!! ~~ <br />~~ (51:: fa\!! <br />o fa zi!: <br />:~~ i!:~ ~~ <br /> <br />. 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