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F-2 <br />SECOND FLOOR - FLOOR FRAMING PLAN- ELEVATION B <br />1 /419 = 1'-011 <br />RAMED AT STAIR. <br />P.T. TOP AT 10'-0" <br />FA16. P.T. <br />JG AT BOTTOM. <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 RT1TS 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 />CJ1A <br />CJ3A <br />CJ5A <br />CJ5A <br />CJ3A <br />CJ1A <br />PA <br />Total Truss Quantity = 95. <br />C i C_ C_ � <br />DD D D P <br />D �)� <br />SECOND FLOOR - ROOF FRAMING PLAN- ELEVATION B <br />1 /4" = 1 '-011 <br />PLUM <br />TRUSS HELI <br />FOR PLYWO <br />I <br />W511111111VA <br />SHINGLE <br />R00H <br />12 0 <br />,OR <br />=D ON <br />A.F.F. <br />10 <br />12 <br />HANGER CHART <br />J L = JUS26 ( USP) <br />Labeled End Murk <br />ATTENTION! <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT BCSI -B1 <br />30' S an or ss 30'to 60' Span <br />P 6preade Bar <br />/ 6n08e�grees <br />I----� -I 1- ti3tn,a <br />T .e .� <br />REFER TO BCSI -131 <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 />C�Cenercl 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—B1 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 />all I 11111 <br />ALL REACTIONS OVER 5000# <br />AND UPLIFTS OVER 1000# <br />ARE SHOWN ON ENGINEERING. <br />WALL KEY <br />CARPENTER <br />CONTRACTORS <br />OF AMERICA <br />3900 AVENUE G. N, W, <br />WINTER HAVEN FLORIDA 33880 <br />PH❑NE: (800) 959-8806 <br />FAX (863) 294-2488 <br />BUILDER :LENNAR HOMES CENTRAL <br />PROJECT:VAROIUS <br />MODEL :2386 AMERICAN DREAM <br />CCA PROD/MODEL/ALT <br />7A2 2386B <br />ALT DESC <br />OTC <br />LOT BLOCK <br />(77IGNER PAGE <br />MTV <br />DATE <br />6 5 15 <br />LAN# SCALE <br />N317596R 1 4 "=1 ' <br />??? 11/18/02 9:52 AM CCA48.dwg <br />L <br />0Y <br />= W <br />U <br />W <br />~ <br />u_ <br />W Q <br />J <br />n <br />o <br />N <br />W Ci Q <br />5; 0 <br />F <br />Z o <br />co <br />� 00 W0 <br />OW <br />W Z LL J <br />w Q <br />NW �� <br />' r l� <br />O <br />00 <br />Q <br />0 o z <br />01 <br />om% <br />v a <br />' <br />LO <br />k <br />r A <br />it <br />0(n <br />}Z~ W'O <br />r^ <br />r, `(r <br />,� <br />€t`sZ <br />LLDo <br />W <br />W OLW_ <br />,= <br />lav <br />x <br />a0 <br />W p t— O <br />UZ LO U <br />0 <br />Z <br />W�z�� <br />F0 <br />U) <br />W <br />W I— J <br />wrr r•so <br />> 0 ^ o <br />W L 'i 011 u <br />(M N N <br />7 <br />N <br />V) V CO W <br />M <br />D O 2 <br />0 <br />�s °�� �< <br />�N U W Q: H <br />W L 9 <br />00 Et? <br />CL <br />W <br />�LLI W OH <br />W IW- Q W IX z iz <br />W <br />(D <br />U5O<Z <br />iy- <br />��z2 <br />¢oZ <br />L000J: <br />0 <br />Q <br />Q <br />q -O O <br />W <br />OO <br />O Z <br />W <br />? w <br />Q ZW¢ <br />W F <br />� O <br />O ❑J¢QQ ZWd <br />LL <br />Q <br />7OQ <br />O2Q�Z9¢ <br />Oo <br />LL 0 <br />I¢- ¢ u. <br />0 <br />0 <br />N <br />Z W <br />O I— <br />> to 0 <br />0 <br />M O <br />z <br />Q � M � <br />2 (/) ti <br />- <br />QW<tp <br />i� M <br />z <br />< U Q 0 <br />z I- <br />W <br />W <br />J 0 <br />0 <br />mi <br />Cfl <br />O <br />N <br />r <br />CA <br />CV <br />r <br />O <br />jO <br />LO <br />O <br />Z z <br />ZO <br />T <br />WWW> <br />W W — <br />V��0 <br />�0�a <br />0 <br />> <br />zW�Q <br />U) <br />� <br />tz af <br />- <br />Iaf <br />oC <br />=�_°z <br />v <br />z 3: J <br />ra <br />V <br />� <br />%-� <br />Z Zzw <br />N <br />W 00 <br />0 <br />0- W <br />O <br />a M <br />U�> <br />U) <br />z N <br />YQo <br />z <br />U <br />U <br />_0 <br />m <br />A4 <br />a <br />z <br />Z <br />0B <br />J <br />w <br />N <br />r <br />LAST PLOT DATE <br />Jun. 26, 17 <br />O <br />2ND FLOOR <br />ROOF <br />s <br />FRAMING PLAN <br />