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'\ <br />/ <br /> <br />810 <br /> <br />811 <br /> <br />40)1 <br /> <br />V \IE WAL\ <br /> <br />812 <br /> <br />. <br /> <br />802 <br /> <br />9-801 <br /> <br />~v <br /> <br />/ <br /> <br />" <br /> <br />801GE <br /> <br />4'.0" <br /> <br />_ 5'-1 1/2" <br /> <br />6'-8 1/2" <br /> <br />20'-2" <br /> <br />- <br /> <br />4'.0" <br /> <br />- <br /> <br />- <br /> <br />-I- <br />~ <br /> <br />= <br /> <br />~ <br />~ <br /> <br />0) <br />_I <br />CO <br />C\J <br /> <br />o <br />1 <br />0) <br />~ <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 /> <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 />o <br />.' <br />l.() <br />CO <br /> <br />V / / / / / /1 ENTRY BEARING AT 12'-4" <br />BEARING AT 8'.0" <br /> <br />I I <br />~ '5SJ <br />t -F.J <br /> <br />8'.0" CEILING HEIGHT <br /> <br />VAULTED CEILING AT 2.5/12 <br /> <br />1 0'.0" FLAT CEILING <br /> <br />ENTRY BEARING AT 12'-4" <br /> <br />APProved b~ <br /> <br />Dat~ <br /> <br />APPROVED TRUSS ANcHOf~ BY BUILDER <br />SQUARE CUT OVERHANG <br />HEEL HEIGHT = 2x4 STD. <br />BOTTOM = 2x4 MIN. <br />TOP = 2x4 MIN. <br /> <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 />-- 2.5 <br />12 <br /> <br />BUILDER: <br /> <br />US HOME CORP. <br />LIG4J.. 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