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I <br />CONV. FRAMED A' <br />(2) 2X12 P.T. TOP) <br />W/ USP TA16. P.T. <br />BLOCKING AT BOI <br />2X4 P.T. LEDGER <br />3" TAPCONS AT 6 <br />STAGGERED <br />(TOP AT 9'-8") <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 RT1 5'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 (I)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 />8'-0" <br />SECOND FLOOR - FLOOR FRAMING PLAN <br />1/411 = 1 1-011 <br />9 <br />b <br />C14 <br />C <br />F <br />C <br />01) <br />C <br />SECOND FLOOR - ROOF FRAMING PLAN <br />1/411 = 1 1-011 <br />11-9 1/91, <br />CJ1A <br />CJ3A <br />CJ5A <br />Cil <br />5/16" <br />SHINGLE <br />PLUMB C <br />TRUSS HELD <br />FOR PLYWOC <br />SHNGLE <br />PLUM <br />ROOF <br />0 <br />3/4" SUt3FLOOR <br />WALL HT. BASED ON <br />A.F.F. <br />ROOF <br />HANGER CHART <br />.0 IL = JUS24 ( USP) <br />Labeled End Mark <br />ATTENTION! <br />UON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />301 BY THE PEAK <br />CONSULT BCSI -81 <br />30'Span W W n <br />Sp..d EW <br />60 d.gr­ <br />.112 2n to 112 <br />TJ1 � 1 -- I <br />REFER TO BCSI -B1 <br />Truss mustbe setthiswayff crane usW. <br />Truss is an exerniple, your truss me <br />..ynotmetch. <br />Insist crane operatDrsetstrussMway. <br />_3-1 0 <br />IL <br />General Notes) <br />1) All parallel chord trusses, flat trusses and flat <br />girders have the top chord partially pointed green <br />to be installed green side up. <br />All hangers to be Simpson HTU26 unless otherwise <br />2) noted. I <br />All truss spacing is 24" O.C. unless otherwise <br />3) noted. <br />Per Truss Plate Institute BCSI-131 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 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 />TP12007 <br />Truss member design & connector plates <br />are designed 'or ASCE 7-10 and maximum forces from <br />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 />ROOF DESIGNED FOR <br />SHINGLE <br />ALL REACTIONS OVER 5000# <br />AND UPLIFTS OVER 1000# <br />ARE SHOWN ON ENGINEERING. <br />WALL KEY <br />01 SORIS <br />DESCRIPTION INIT. DATE <br />R/01 <br />ftRBOlRVSD <br />NEWMCOEL MTV <br />814/15 <br />RA01 <br />REMOVED LEDGER PER CHANGE ARZ <br />08104/115 <br />FTF3 SPACING FOR PLUMBING LFP <br />9/18/15 <br />'l <br />ICARPENTER <br />CONTRACTORS <br />OF <br />AMERICA <br />3900 AVENUE <br />G, N.W. <br />WINTER HAVEN <br />FLORIDA 33880 <br />PHONE:(800) <br />959-8806 <br />FAXt (863) <br />294-2488 <br />I BUILDER :LENNAR HOMES CENTRAL <br />PROJECT:VAROIUS <br />MODEL :2386 AMERICAN DREAM <br />CCA PROJ/MODEL/ALT <br />7A2 2386A <br />ALT DESC <br />OTC <br />L <br />OT BLOCK <br />DESIGNER I PAGE <br />DATE 1 1 <br />6/4/15 <br />AN SCALE <br />67595R 1 1/4 <br />??? 11/18/02 9:52 AM CCA48.dwg <br />W <br />L) <br />W <br />0 z <br />LL <br />_j <br />W a- <br />z <br />W 0 X <br />Ir 0 0 <br />ow <br />M <br />W Z L-LJ <br />> _j <br />C) <br />00 <br />0 z Z <br />tD <br />L0 <br />< <br />W. �jn,a <br />I'D <br />Of <br />< <br />W <br />W 4z <br />Z af SD <br />W <br />u- Z) Q <br />p 0 W I.Li <br />W LL M: a <br />W 0 <br />0 <br />Z <br />< W (D <br />Z T Z <br />F- <br />W (9 ES <br />X T_ <br />65 _j <br />W W!= 5 <br />T_ <br />(0 W <br />TZ Z: <br />z <br />V) <br />4) LO G-) E <br />> 0 r, 0 <br />0 C! 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