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0 <br />0 <br />N <br />1. <br />8'-0" <br />SECOND FLOOR - FLOOR FRAMING PLAN- ELEVATION A <br />1 /411 = 1'-0" <br />N <br />i <br />RAMED AT STAIR. <br />P.T. TOP AT 10'-O" <br />rA16. P.T. <br />IG AT BOTTOM. <br />EDGER W/ 1/4" X <br />NS AT 6" O.C. <br />;ED <br />,_$n) <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 LAYOUT DRAWINGS DIFFER IN CONFIGURATION OR BEARING POINTS FROM <br />THIS 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 MODIFICATION 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 />CAA <br />CJ3A <br />CJ5A <br />CA <br />1�1 <br />V-0 5 <br />SECOND FLOOR - ROOF FRAMING PLAN- ELEVATION A <br />1 /4" = 1'-0„ <br />SHINGLE <br />PLUM <br />TRUSS HEL <br />FOR PLYWC <br />I <br />SHNGLE <br />PLUM <br />ROOF <br />HANGER CHART <br />d a = JUS24 (USP) <br />Labeled End Mark <br />ATTENTION! <br />DONT LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT BCSI-B7 <br />30'S an.,I ss 30'to 60' <br />P paan <br />Spreads B <br />L 1 �° su9�ees <br />Fa span FOrov. Ta. Nye span np"w. <br />REFER TO BCSI -B1 <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 />z 0 <br />,OR <br />:D ON <br />A.F.F. <br />i 0 <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-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 />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 SCHEJSF <br />TCLL = 40 <br />TCDL = 10 BCDL = 5 TOTAL = 55 <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 />�i�i�i�i�i�i� • • �I�ij��101 <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 />PROJECT:VAROIUS <br />MODEL :2386 AMERICAN DREAM <br />CCA PROJ/MODEL/ALT <br />7A2 2386A <br />ALT DESC <br />OTC <br />LOT <br />BLOCK <br />DESIGNER PAGE <br />MTV <br />DATE <br />6 4 15 <br />LAN# SCALE <br />N317595R 1 4 "-1' <br />??? 11/18/02 9:52 AM CCA48.dwg <br />LD <br />2W <br />ly <br />W <br />W Q <br />W <br />o <br />J <br />W �❑ <br />> <br />2 <br />~' <br />ZuI <br />N <br />N <br />OU O: <br />uI <br />LO <br />Z LL r N W^ <br />V J `. <br />aWva <br />LO <br />o <br />00 <br />gyp= <br />motet Oz; <br />LO <br />a�z❑ ❑❑: <br />a <br />�o°w Wiz`' _ <br />z ►- > O <br />z <br />W <br />F =Q W W <br />W = ❑ <br />r L9 t/? j <br />O <br />WpI—OF=, <br />Uz`nU <br />❑ <br />} a W O <br />mz�xz <br />a <br />WQ <br />irU)2❑ <br />J <br />❑p <br />(n <br />=W�m <br />12—►2— <br />a <br />N N L X) 'LO' E <br />�m O <br />_\W L <br />M <br />/� ♦� M <br />N U -0 �_ � <br />co <br />~ L <br />2 O 2 <br />0 <br />rn <br />/ = ° `L o N <br />V-f U <br />Q <br />q } <br />U W Q- v� <br />4) f. o F C <br />a <br />t- <br />V, <br />W <br />W W <br />o w u� W O I- <br />H Q tY z J w j Y z <br />W tY z <br />irOm-jaOQ�a�U000 <br />Q Q V <br />2=OO�OL <br />On(twoomzz <br />mHamQ <br />Ou)a>zzOZ0Y <br />O z <br />�1zi <br />Lu <br />F- <br />JF-< FWZUa0W <br />LLM< <br />OU <br /><Oof <br />LL <br />LL <br />0 <br />0 <br />N <br />Z <br />0� <br />0 <br />0 <br />0 M O <br />Q M LO <br />� LL <br />Q <br />W Q <br />WCLM <br />z <br />< UQ00 <br />z <br />Wz <br />0 <br />J <br />0 <br />V- <br />C) <br />(V <br />N <br />t <br />4 <br />O <br />C <br />.L <br />0 <br />N <br />O <br />U) <br />0 <br />Z z <br />—z0 <br />WWW> <br />Q <br />Uo-< <br />Ure0 <br />0 <br />J <br />�O�a <br />LU <br />W�Q <br />�� <br />W I— <br />Cn <br />LL <br />=mo <br />zQ <br />Q <br />v <br />O J <br />z <br />rV n <br />>-�Z°r <br />,^ <br />CLZZLL <br />W00 <br />O�2z <br />O <br />Q M <br />v�ZZ <br />z N <br />?aO <br />U <br />_0 <br />rZ <br />m< <br />A40A <br />a <br />z <br />z <br />W <br />CY)C) <br />T <br />(Y) <br />LAST PLOT DATE <br />May. 24, 17 <br />0 <br />2ND FLOOR ROOF <br />J <br />FRAMING PLAN <br />