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1 - i. I i 1 Ir. II 1_- <br />CONV. FRAMED A" <br />(2) 2X12 P.T. TOP) <br />W/ USP TA16. P.T. <br />BLOCKING AT BO1 <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 />SECOND FLOOR - FLOOR FRAMING PLAN <br />1 /4" = 1'-0" <br />0 <br />CO <br />00 <br />i <br />i <br />c <br />Total Truss Quantity = 95. <br />Q M a <br />SECOND FLOOR - ROOF FRAMING PLAN <br />1 /411 = 1'-0" <br />�1P <br />CJ1A <br />CJ3A <br />CJ5A <br />CJ5A <br />CJ3A <br />CJ1A <br />PLUM <br />TRUSS HEL <br />FOR PLYWC <br />PLUM <br />SHINGLE <br />SHINGLE <br />ROOF <br />12 0 <br />:OR <br />:D ON <br />A.F.F. <br />ROOF <br />12 0 <br />HANGER CHART <br />J L = JUS26 ( USP) <br />Z_ Labeled End Mark <br />ATTENTION! <br />DON'r LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />W BY THE PEAK <br />CONSULT SCSI.81 <br />SP SP.. a 301 W <br />Sp.. B. <br />I _ 1rz r ?/3 to 1rz <br />i,w ••>tPp•t Ins +Vn+VP� <br />REFER TO BCSI -B1 <br />Truss must be set this way I crane used. <br />Truss is an example your truss may not match. <br />Insist am operator sets Was this way. <br />General 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 HTU26 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-61 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 />TPI 2007 <br />Truss member design & connector plates <br />are designed for 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 />,....: <br />I CARPENTER <br />CONTRACTORS <br />OF AMERICA <br />3900 AVENUE G. N. W. <br />WINTER HAVEN FLORIDA 33880 <br />PH❑NE1 (800) 959-8806 <br />FAX: (863) 294-2488 <br />BUILDER :LENNAR HOMES CENTRAL <br />PROJECT:VAROIUS <br />MODEL :2386 AMERICAN DREAM <br />CCA PROJ/MODEL/ALT <br />7A2 2386B <br />ALT DESC <br />OTC <br />LOT BLOCK <br />DESIGNER <br />PAGE <br />MTV <br />DATE <br />6 5 15 <br />LAN <br />SCALE <br />67596R <br />1 1 4 "=1' <br />??? 11/18/02 9:52 AM CCA48.dwg <br />w <br />w <br />i <br />0 z <br />�u Q <br />C <br />r` <br />o <br />w a Q <br />>20 <br />zo <br />M <br />Q <br />a'OUO <br />Ow <br />NQ <br />Ln <br />wz� <br />tV U I ... -,r .., <br />O <br />Ln <br />a z <br />O <br />o <br />Z-=%I <br />kkLL <br />w <br />LL <br />Lu p P CC! r) Z <br />0 <br />U z w'Qk i=, <br />v Y`�II� % r <br />m z =Ei <br />ryo <br />w� <br />= w j.=,caw <br />> OOf, n O <br />W >V .= 10 . U <br />MN b <br />M <br />4> >o �8 <br />T�1 } _ <br />O LL 8 <br />s U <br />a� <br />�N LU Q� H <br />E <br />M <br />o0 <br />W <br />W W <br />L j vi W O <br />W�H W�� W zIX Z <br />d'O§�QOQtYa�U00�0 <br />Q Q U <br />�. <br />moo-'zLLL�z��ozaa <br />ov)m9oZoo:oomZz <br />c, <br />O 0 <br />'51LOZWyoz <br />00WL 0. <br />OIX O =LL OW <br />ay <br />Wa O <br />FaLL <br />i <br />0 <br />0 <br />N <br />O� <br />� � o <br />FnL- MO <br />Q U M � <br />ti <br />W 0- M <br />aUa00 <br />Z H <br />W <br />W <br />_j0 <br />0 <br />to <br />O <br />N <br />r <br />O <br />N <br />4 <br />O <br />C <br />.L <br />O <br />CD <br />> <br />O <br />L J <br />0 <br />Z Z <br />— Z O <br />O W C) <br />W <br />� <br />Uo�o <br />(1) <br />> <br />J <br />F-O�a <br />H <br />ZW�Q <br />U) <br />U. <br />W <br />=�=z <br />a <br />LD <br />O 3: J <br />z <br />rn <br />V <br />2 <br />�MZW <br />�ZZLL <br />w 0 <br />� <br />O <br />a M <br />V�zZ <br />a- W <br />Z (V <br />~moo <br />Z <br />U <br />t� <br />g <br />_0 <br />CL <br />00 <br />A40B <br />< <br />z <br />w <br />CV <br />N <br />M <br />LAST PLOT DATE <br />May. 23, 17 <br />0 <br />2ND FLOOR ROOF <br />J i <br />FRAMING PLAN <br />