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'/ <br />'~ t-'f)( 1 <br />hN ,,~ <br />-- ;:?\ <br />01 <br /> <br />"co <br />~W <br />~ <br /> <br /><D <br />o <br />--'. <br /> <br />~ <br />-, <br />~V .O~ l' <br /> <br />o <br /> <br />10'-10" <br /> <br />810 <br /> <br />811 <br /> <br />812 <br /> <br />802 <br /> <br />4-B( 1 <br /> <br />~ <br /> <br />~ <br /> <br />803 / "" <br /> <br />~ <br />~ <br /> <br />o <br />~ <br />, <br />0) <br /> <br />B04/ <br />In~/ <br />.1m / ~ - <br />IC1/~ <br /> <br />,~ <br />.0\' I~ <br /> <br />*~ r <br /> <br />~ <br /> <br />" In~ <br />Q" J03 <br />~~ ~01 <br /> <br />co <br />, <br />t-.. <br />~ <br /> <br />\ <br /> <br />~~~ <br /> <br />, <br />~ <br /> <br />I'-- <br />o <br />-, <br />I <br />~ <br /> <br />'" <br /> <br />~0I <br /> <br />~ <br /> <br />\ <br /> <br />~ " ~ <br /> <br />~?9 <br />6'-8 1/2" <br /> <br />4'-0" <br /> <br />5'-1 1/2" _ 4'-0" <br /> <br />~ - - <br /> <br />- <br /> <br />20'-2" <br /> <br />20 <br />\ 02 <br />1-<( <br />W<.o <br />~U)~ <br />20>- <br />-I-u.. <br />0::: co- <br />U)offi <br />co~> <br /> <br /><.0 <br />~ <br />Q) <br />m <br />.' <br />l() <br /> <br /> <br />C\j <br /> <br />.' <br />~ <br /><.0 <br /> <br />V//////I <br />~ <br /> <br />ENTRY BEARING AT 12'-4" <br />BEARING AT 8'-0" <br /> <br />I ! <br /> <br />~ :ssJ <br />L. + J <br /> <br />8'-0" CEILING HEIGHT <br /> <br />VAULTED CEILING AT 2.5/12 <br /> <br />10'-0" FLAT CEILING <br /> <br />ENTRY BEARING AT 12'-4" <br /> <br />~ <br />~ <br /> <br />APPROVED TRUSS ANCHOR BY BUILDER <br />SQUARE CUT OVERHANG <br />HEEL HEIGHT = 2x4 STD. <br />BOTTOM = 2x4 MIN. <br />TOP = 2x4 MIN. <br /> <br />~ <br />~ <br />, <br />~ <br />~ <br /> <br />-- 25 <br />12 <br /> <br />f-4t' <br /> <br />TRUSS END DETAIL <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 />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 /> <br />APProved by. <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 />BUILDER: <br /> <br />US HOME CORP. <br />LfGAL ADDRESS: <br /> <br /> <br />DEl.; <br />ANDOVER 2005 ELEV. 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