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i <br />I <br />Cl) <br />M <br />0 <br />N <br />/- V-11 1/4" <br />2'-0 3/4" -,,, <br />Lo -U <br />FRAMED BY <br />BUILDER <br />v <br />V <br />- - <br />FT1 <br />T <br />BELOW <br />FT4 <br />FT5 <br />, <br />G) <br />m <br />N <br />00 <br />`I <br />o <br />M_ <br />E <br />� <br />Air A <br />�� <br />FG1, <br />, <br />\ i <br />I <br />II <br />II <br />I <br />EIT <br />C. <br />II <br />II <br />BEARING <br />HEADER <br />---- <br />II <br />II <br />II FT6 <br />BEARING <br />FT3A WALL <br />� <br />_ <br />e <br />� <br />° <br />II <br />II <br />II <br />II <br />II <br />------- � I <br />II <br />I <br />I <br />II <br />I <br />II <br />II <br />II <br />II <br />I <br />II <br />IL <br />- <br />N <br />— — — <br />BEARING <br />WALL <br />_B <br />w <br />FT2 <br />FT2G <br />0 <br />m <br />r <br />1 <br />i <br />FT9GE <br />M1GE <br />CANTILEVER <br />SECOND FLOOR - FLOOR FRAMING PLAN <br />1 /411 = 1'-011 <br />N <br />0 <br />C <br />i <br />C <br />I <br />SECOND FLOOR - ROOF FRAMING PLAN <br />1 /4„ = 1'-011 <br />TRUSS NOTES: <br />THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGNS ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUT TO BE <br />DEVELOPED BY TRUSS MANUFACTURER. IF FINAL TRUSS LAYOUT DRAWINGS DIFFER IN CONFIGURATION OR BEARING POINTS FROM THIS <br />PLAN, SAID TRUSS MANUFACTURER'S DRAWINGS SHALL BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND THE ENGINEER OF <br />RECORD PRIOR TO CONSTRUCTION. <br />TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS <br />DESIGN OR CALCULATED REACTIONS. ALL MODIFICATIONS TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR <br />TO CONSTRUCTION. <br />ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. <br />PRIOR TO CONSTRUCTION. <br />TYPICAL TRUSS CONNECTORS <br />1. ALL CONNECTORS ARE "USP STRUCTURAL CONNECTORS". <br />2. USE RT15'S FOR ROOF TRUSS TO FRAME CONNECTIONS. <br />3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ CS16'S. <br />4. USE TA16 FOR ROOF TRUSS TO MASONRY CONNECTIONS. <br />5. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. <br />6. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. <br />7. USE (2)HTA20 FOR GIRDER TO MASONRY CONNECTIONS. <br />8. USE (1)HTW20 FOR GIRDER TO FRAME CONNECTIONS. <br />DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM <br />TRUSS MANUFACTURER. <br />PLUM <br />12 <br />REFER TO El <br />PACK FOR <br />CONNECTION. <br />CJ5 <br />1 <br />0j CJ3 <br />LO <br />co <br />CJ1 <br />U <br />U <br />1'-0- 5/1 " <br />2'-0" <br />TYPICAL 7' SETBACK <br />CORNERSET LABELING <br />AND SPACING <br />REFER TO EP <br />PACK FOR <br />CONNECTION. <br />� CJ1 j U <br />0 <br />16 <br />2'-0" <br />TYPICAL 5' SETBACK <br />CORNERSET LABELING <br />AND SPACING <br />HANGER CHART <br />AL = HUS 26 (USP) <br />x a = JUS24 (USP) <br />\= THB46 (USP) <br />Total Truss Quantity = 93 <br />Labeled End Mark <br />ATTENT�ONe <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT BCSI -131 <br />30' Span or I ss 30' to 60' pa <br />orless <br />Spreader Bar <br />L 60 degrees <br />less <br />112 I I 2/3 to 112 I <br />Ta Ilne r span approx. Ta Ilne r span approx. <br />REFER TO BCSI -1131 <br />Truss must be set this way if crane used. <br />Truss is an example, your truss may not match. <br />Insist crane operator sets truss this way. <br />r�Genercl Notes <br />1) All parallel chord trusses, flat trusses and flat <br />girders have the top chord partially painted green <br />to be installed green side up. <br />All hangers to be Simpson HUS26 unless otherwise <br />2) noted. <br />All truss spacing is 24" O.C. unless otherwise <br />3) noted. <br />Per Truss Plate Institute BCSI—B1 recommendation <br />4) permanent X—bracing should be placed at a <br />maximum spacing 15' O.C. across the span, to <br />be repeated at a maximum of 20' between each <br />X—brace throughout the structure. <br />Please refer to BCSI-131 for any additional bracing <br />details. <br />ROOF LOADING SCHEDULE <br />TCLL = 20 PSF <br />TCDL = 7 PSF <br />BCLL = * PSF <br />BCDL = 10 PSF <br />TOTAL = 37 PSF <br />DURATION = 1.25 <br />WIND SPD/TYPE= 145 <br />ENCLOSED <br />BLDG EXPOSURE = C <br />U SAGE = RESIDENTIAL CAT II <br />WIND IMPORTANCE FACTOR = 1 <br />UPLIFTS BASED ON= 9.2 PSF <br />DESIGN CRITERIA <br />FBC 2014 <br />TPI 2007 <br />Truss member design & connector plates <br />are designed for ASCE 7-10 and maximum <br />forces from both components and claddings <br />and main wind force resisting systems. <br />* These trusses have been reviewed to carry an <br />additional 10# psf non -concurrent bottom chord live <br />load. <br />FLOOR LOADING SCHEDUL <br />TCLL = 40 PSF <br />TCDL = 10 PSF <br />BCDL = 5 PSF <br />TOTAL = 55 PSF <br />UPLIFT BLOCK <br />WALL KEY <br />rLOAD# DESCRIPTION INIT. DATE <br />alts revision block for alts only. <br />]CARPENTER <br />CONTRACTORS <br />OF AMERICA <br />3900 AVENUE <br />G: N, W. <br />WINTER <br />HAVEN FLORIDA 33880 <br />PHONE: <br />( 800) 959-8806 <br />FAX: <br />(863) 294-2488 <br />BUILDER :LENNAR HOMES/CENTRAL <br />PROJECTYARIOUS <br />MODEL :1873 AMERICAN DREAM/1 <br />CCA PROD/MODEL/ALT <br />.7A2 1871B <br />ALT DESC <br />OTC <br />LOT BLOCK <br />ILESIGNER PAGE <br />. JMD <br />ATE <br />07 01 2015 <br />AN# SCALE <br />.N319339L 1 4" "=1 ' <br />w <br />17- <br />0 z w <br />w <br />m <br />W ¢ ClW <br />J Cn <br />= <br />o <br />N <br />WSW <br />5;d' <br />I— - <br />Z 0 _ <br />Ow <br />N <br />Nr <br />wODU <br />LL <br />- O N <br />F_ f— <br />_ zE <br />O <br />d3� e, t.;z <br />r <br />LL D❑°RS <br />1=Ow <br />LL <br />W0F_ <br />n <br />- <br />icl <br />¢ W <br />W Z <br />r> <br /><NL <br />IX <br />=off <br />a <br />F_F_ <br />(� L E <br />50 <br />W L -I"? 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