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AL <br />0 <br />v <br />2'-0 3/4" <br />GV -V <br />FRAMED BY <br />BUILDER <br />W <br />0 <br />LO <br />L- <br />W <br />0 <br />C14 <br />o <br />iv <br />� <br />, <br />FT5 <br />FT4 <br />IF <br />I1 <br />BEARING <br />HEADER <br />FT1 <br />ILL <br />-- <br />- <br />- <br />CV <br />C3 <br />N <br />L A <br />, <br />O <br />BELOW <br />11 <br />I1 <br />it <br />Ij <br />I <br />C-- <br />- <br />FT6AA <br />II <br />11 <br />II <br />I I <br />BEARING <br />WALL <br />FT3A <br />ISZI <br />L� <br />_ <br />- <br />- <br />I <br />I I <br />I <br />I <br />I <br />II <br />I <br />I� <br />1 L <br />II <br />I� <br />II <br />I <br />II <br />I <br />�I <br />BEARING <br />WALL ® <br />pFT7 <br />- <br />r` <br />5z� <br />------7E <br />10 Ill III <br />- <br />o <br />M <br />LL <br />71 <br />W <br />M1 <br />LL <br />FT2GE <br />SECOND FLOOR - FLOOR FRAMING PLAN <br />1/4 11 <br />/411 = 1'-011 <br />IT <br />Cl) <br />J <br />M <br />0 <br />N <br />CJ1 <br />SECOND FLOOR ROOF FRAMING PLAN <br />1 /411 = 1 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 />10 <br />REFER TO El <br />PACK FOR <br />CONNECTION. <br />I <br />0 <br />I <br />I <br />10 <br />12 <br />1'-0_a <br />16 <br />2'-0" <br />TYPICAL 7' SETBACK <br />CORNERSET LABELING <br />AND SPACING <br />REFER TO e�y. <br />PACK FOR <br />CONNECTION. <br />o CJ3 <br />I <br />Ln CJ 1 <br />U <br />�U II <br />1 - 016 -- <br />2'-0" <br />TYPICAL 5' SETBACK <br />CORNERSET LABELING <br />AND SPACING <br />H A,NI GER CHART <br />A L - HUS 26 C USP) <br />Y,iL = JUS24 C USP) <br />�= I HD46 (USP) <br />Total Truss Quantity = 98. <br />Labeled End Mark <br />ATTENTIDN9 <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT BCSI -B1 <br />30' to 60' Bar Span <br />30' Span or I ss <br />Spreade <br />L 60 degrees <br />or less <br />1 1/2 1 1 213 to 112 <br />Tag line r span approx. Ta line 1 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 />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 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-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-81 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 />WALL KEY <br />�8-8 <br />18'-0 3 +4 ++++++ <br />CARPENTER <br />CONTRACTORS <br />OF AMERICA <br />3900 AVENUE <br />G, N, W, <br />WINTER <br />HAVEN FLORIDA 33880 <br />PHONE: <br />(800) 959-6806 <br />FAX1 <br />(863) 294-2488 <br />BUILDER :LENNAR HOMES/CENTRAL <br />PROJECT:VARIOUS <br />MODEL :1873 AMERICAN DREAM/� <br />CCA PROJ/MODEL/ALT <br />.7A2 1871A <br />ALT DESC <br />OTC <br />LOT BLOCK <br />DESIGNER PAGE <br />. JMD <br />DATE <br />00 20 2015 <br />LAN# SCALE <br />N319835R 1 4" <br />??? 11/18/02 9:52 AM CCA48.dwg <br />H W ~ <br />W <br />e-- <br />U Z <br />W Q <br />0 <br />W_ <br />o <br />0 <br />C W W <br />G <br />L2 f t <br />O <br />O <br />Inzo <br />W <br />�-L- <br />W — <br />Q j" <br />uu <br />01� <br />o <br />00 <br />Q <br />i- <br />b d <br />_~ZO <br />v <br />'Q <br />% Z ~ <br />r 0P7 <br />ow <br />77, <br />,. <br />WoLO'A <br />Z T=N. <br />W <br />Nm <br />2 <br />= w ~ <br />_ r.r <br />z <br />_ <br />i� 0�? <br />W U <br />0 Mom^ a <br />or) 64 <br />� <br />O <br />M <br />° "C <br />0 <br />a <br />.� <br />w a� N <br />^, N C <br />W L co Ec <br />E- a <br />W <br />W W <br />LL (/j W 0 H <br />W I— Q X 2 J WW' ¢ e z w Z <br />�O2_j<0 WQLLU00,_JO <br />Q C) <br />Q 1— <br />? O R J Z w LL 0 Z <br />0W2§6Z0W00a0ZZ <br />2 0 0 Q Q <br />0 <br />0 Z <br />��a jznW W�FnWW<, <br />QQWO���Z�WQ2cv.UOQ <br />_ <br />ow s oQ<cr <br />ILa 0 <br />,—OIL <br />O <br />N <br />z W <br />O 1- <br />>_(d)00 <br />F- M C)Q <br />CM P­ <br />W a- co <br />Q Q 00 <br />Z U P- <br />W <br />J O <br />O <br />N <br />0 <br />N <br />N <br />4 <br />O <br />O <br />c <br />C3 <br />' <br />CD <br />O <br />N <br />> <br />N <br />> <br />1 <br />Z Z <br />_Z <br />W <br />UJ LU W <br />U <br />U ~ <br />o <br />r�_0 <br />L0 <br />OftWa <br />zWF_L2 <br />-� <br />�MoZ <br />I- = Z <br />�®3W <br />Z <br />zLL <br />OQ�z <br />� <br />W <br />� <br />U <br />a w <br />Q rl <br />`nQz <br />Z <br />~ U <br />1..1� <br />� <br />Z <br />� <br />00 <br />0 <br />zA40AZ <br />Q <br />w <br />W <br />N <br />N <br />® <br />LAST PLOT DATE <br />O <br />Oct. 10, 17 <br />z <br />O <br />2ND FLOOR <br />ROOF <br />FRAMING PLAN <br />n�mxa�nnn�>a� em <br />