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' ~ [j 01GB T- <br /> / 0) <br /> "' / . <br /> 0) <br /> / A,~1 / ~'" T- <br /> \.. t'-8 /~ " SPJ N 4 801 <br /> // // "" "" " ~ <br /> / /~(~;' ~ "" ~ T- <br /> o <br /> T- ~ <br /> I /"" 803 <br /> ~I~ , ~ 0) T- <br /> ~~ co / ~ 804 <br /> . <br />~ ~: F--- <br />" ~ ~ ~ .' T- <br />'I ,In~ / " .Jn~ <br /> " -' <br /> J~ / ~ <br /> \ J03/ ,...... I"\. J03 <br /> I~ ~ 0 LO <br /> - -, 0 0 <br /> ~ V I - <br /> - -, I <br /> 1/~ ~ I"\.~ F--- <br /> ('t) 01 <br /> ,10 0 <br /> -, <br /> ~ ~" <br /> , I~ u " h- <br /> - <br /> ~~ ~ 9 <br /> _ 4 '-0" 5'-1 1/211 4 '-0" - 6'-8 1/211 - 20'-2" <br /> - - - <br /> <br />o <br />_I <br /><0 <br /> <br />o <br />LO <br /><0 <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 />V//////] <br /> <br />ENTRY BEARING AT 12'-4" <br />BEARING AT 8'-0" <br /> <br />I I <br />~~ <br />E =F ~ <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 by. <br /> <br />Date: <br /> <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 />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 />LEGAL ADDRESS: <br /> <br /> <br />DDJ <br />ANDOVER 2005 ELEV. 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