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1 P I. , _ <br />N <br />0 <br />N <br />N <br />0 <br />2'-0 3/4" V-11 1/4" <br />26'-0" <br />FFRAMEDo BY <br />SECOND FLOOR - FLOOR FRAMING PLAN <br />1 /4„ = 1'-0" <br />rio <br />N <br />0 <br />h <br />9 <br />Cl) <br />v <br />M <br />N <br />SECOND FLOOR - ROOF FRAMING PLAN <br />1 /411 = 1 '-0" <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 0 <br />REFER TO El <br />PACK FOR <br />CONNECTION. <br />CJ5 <br />0j CJ3 `�, <br />i� LO <br />U <br />CJ1 <br />U <br />U <br />16 <br />2'-0" <br />TYPICAL 7' SETBACK <br />CORNERSET LABELING <br />AND SPACING <br />REFER TO EP <br />PACK FOR <br />CONNECTION. <br />cm <br />CJ3 <br />O <br />r <br />1'-016 <br />2'-0" <br />TYPICAL 5' SETBACK <br />CORNERSET LABELING <br />AND SPACING <br />HANGER CHART <br />4 L = HUS 26 (USP) <br />d d = JUS24 (USP) <br />\= THD46 (USP) <br />Total Truss Quantity = 93 <br />Labeled End Mark <br />Z/— <br />ATTEI�ITION I <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT BCSI -Bt <br />30' Span or I ss 60 degrees 30' to W Span <br />Spread Bar <br />or <br />or less <br />1/2 I 1 _ 2l3 to 1/2 <br />Ta M, span approx. Ta Rne span approx. <br />REFER TO BCSI —1131 <br />Truss must be set this way I 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-81 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—B1 for any additional bracing <br />details. <br />ROOF LOADING SCHEDUL <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 />USAGE = 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 />I'WALL KEY <br />= ,I <br />CARPENTER <br />CONTRACTORS <br />OF AMERICA <br />3900 AVENUE <br />G. N.W. <br />WINTER <br />HAVEN FLORIDA 33880 <br />PH❑NE: <br />(800) 959-8806 <br />FAX: <br />( 863) 294-2488 <br />BUILDER :LENNAR HOMES/CENTRAL <br />PROJECTYARIOUS <br />MODEL :1873 AMERICAN DREAM/B <br />CCA PROJ/MODEL/ALT <br />.7A2 1871B <br />ALT DESC <br />OTC : <br />LOT : BLOCK: <br />[EGER PAGE <br />D <br />1 2015 <br />SCALE <br />319839R 1 4" "=1' <br />??? 178/02 9:52 AM CCA48.dW9 <br />J <br />Q = w <br />� <br />W <br />0Zw <br />Q0 <br />W <br />CO <br />o <br />WaW <br />N <br />WOE <br />OW <br />.. <br />o <br />U U <br />U- <br />a <br />04, <br />00 <br />04 <br />t—�rp� <br />zo <br />A v <br /><: <br />.'` <br />} z <br />At <br />1 <br />U- Z) <br />, <br />2 <br />U Z <br />e asp - <br />F°'.'�'..• <br />—yj <br />=o <br />�� <br />Q <br />W L ,O °? 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