Laserfiche WebLink
Wo 40'-0" <br />Inf_dff 0r_Qrr <br />- Q <br />W to <br />� 0 O <br />U_ <br />00 R <br />O <br />I Y <br />LO <br />flo <br />M. <br />N <br />N <br />N <br />co <br />ENTRY BEARING AT 12'-4" <br />BEARING AT 8'-0" <br />8'-0" CEILING HEIGHT <br />VAULTED CEILING AT 2.5/12 <br />10'-0" FLAT CEILING <br />ENTRY BEARING AT 12'-4" <br />APPROVED TRUSS ANCHOR BY BUILDER <br />SQUARE CUT OVERHANG <br />HEEL HEIGHT = 2x4 STD. <br />BOTTOM = 2x4 WN. 12 <br />TOP = 2x4 MIN. F% o <br />EEPP- <br />TRUSS END DETAIL <br />Truss Notes: <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 />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 />Electrical & hvac layouts are based on these framing layouts. Any deviations are to be approved by design <br />styles, inc. prior to construction. <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 W/ CS161S. <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 />Design Styles, Inc. and THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER final TRUSS <br />INFORMATION IS SUPPLIED from truss manufacturer. <br />TRUSS LOADI G CO DI710 S <br />ROOF TRUSSES I FLOOR TRUSSES <br />TOP CHORD DEAD: 10.0 <br />ITOP CHORD DEAD: <br />BOTTO CHORD DEAD: 10.0 <br />BOTTO CHORD DEAD: <br />VA <br />TOTAL LOAD (PSF) 40.0 <br />TOTAL LOAD (PSF) N/A <br />N <br />fF� <br />z <br />.;; <br />ow <br />d <br />W <br />Ci <br />z <br />6A <br />g o <br />d <br />2 <br />Ln <br />z <br />op ONO <br />W_�. <br />U <br />W <br />O J <br />cli <br />W <br />W <br />mMoo>r� <br />�r,�o��N <br />F--w <br />R <br />� <br />z <br />x �Go <br />oc <br />� a <br />Z <br />W <br />O ��w <br />�Oz <br />'Az <br />z <br />J <br />a o .. <br />OcEm <br />09 <br />x <br />je <br />Ln <br />z�c <br />NW <br />W <br />Z <br />=�S <br />�� <br />z� <br />mo <br />I~ <br />0 <br />v <br />v <br />0 <br />w <br />3� <br />Q) <br />wP!� <br />UNMUP�w <br />v, z z <br />W w ITQn0� �5 <br />Q Q U dx2zLLItzCoe �E �W a a'0YO0Y OCAS <br />o w <br />d 0 Z Q�a�WpWw�aa <br />THIS TRUSS SYSTEM MEETS THE RDMDA BUILDING CODE,� 1 ASCE 7-98 <br />BIND LOAD CRrrEIA, TRUSS LOADS GENERATED B_Y �1 IM NDs, USING <br />3.0 PSF TOP DEAD LOAD AND 3.0 PSF BOTI CHORD DEAD LOAD, <br />6.0 ILES HURRICANE OCEANLINE, CAT. II, EXP. B PARTIALLY ENCLDSb <br />BUILDING WNDITION, IV, <br />SHOP DRAWING APPROVAL MENU <br />THIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION OF <br />TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR <br />OTHER LAYOUTS. REVIEW AND APPROVAL OF THIS <br />LAYOUT�USS <br />UST BE RECEIVED BEFORE ANY TRUSSES WILL <br />BE BUILT. VERIFY ALL CONDITIONS TO INSURE AGAINST <br />CHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU. <br />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 />BUILDER; <br />US HOME CORP. <br />ANDOVER 2005 ELEV. III <br />N.T.S. 111/04/04 I STB J USSUNNY3 <br />LO <br />N <br />0 <br />1 <br />N <br />LO <br />I <br />LO <br />w <br />O z <br />z <br />z <br />_o SI- <br />m <br />• <br />o <br />LA�33 <br />LAST PLOT DATE <br />O Mar. 21, 05 <br />J ROOF FRAMII <br />ELEV — III <br />O <br />O <br />110 <br />2 <br />O <br />Z <br />V) <br />,T—i <br />IN <br />0 <br />� <br />� <br />N <br />>m�� <br />Q <br />M <br />0000 <br />E <br />Z <br />0 <br />ko <br />Ln <br />0 <br />CD <br />CV E <br />o 41 <br />to <br />Q <br />NO. <br />QLU <br />Z Z <br />W � <br />=W <br />0 <br />a� <br />w <br />0w <br />LULU <br />m� <br />o� <br />Zo <br />Z� <br />�LU <br />z <br />�Q <br />Ine <br />0 <br />LU <br />O <br />LU <br />V) <br />m <br />0 <br />N <br />