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0 <br />bo <br />0, <br />SECOND FLOOR - FLOOR FRAMING PLAN- ELEVATION B <br />1 /4" = 1'-0" <br />RAMED AT STAIR. <br />P.T. TOP AT 10'-0" <br />TA16. 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 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 />CJ1A <br />CJ3A <br />CJ5A <br />CJ5A <br />CJ3A <br />CJ1A <br />Total Truss Quantity = 95. <br />D D D D D D )1P <br />SECOND FLOOR - ROOF FRAMING PLAN- ELEVATION B <br />1 /4" = 1'-0" <br />PLUM <br />TRUSS HEL <br />FOR PLYWC <br />I <br />PLUM <br />SHINGLE <br />ROOF <br />10 <br />12 <br />)OR <br />=D ON <br />A.F.F. <br />_j0 <br />12 <br />HANGER CHART <br />i L = JUS26 ( USP) <br />Labeled End Mark <br />ATTENTION! <br />BONT LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT BCSI -B7 <br />30' Span ar I ss 30't. Wisp. <br />Spreade Bar <br />1 or01ess9'ses <br />I 1t2 I 2/3 to V2 <br />i 1 <br />ae f"apen aPw<x. 1 T. fine zn< _. T <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;eneral 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 />S -nINGLE <br />ALL REACTIONS OVER 5000# <br />AND UPLIFTS OVER 1000# <br />ARE SHOWN ON ENGINEERING. <br />WALL KEY <br />CARPENTER <br />LJ� <br />CONTRACTORS <br />OF AMERICA <br />3900 AVENUE <br />6, N. W, <br />WINTER <br />HAVEN FLORIDA 33880 <br />PH❑NE: <br />(800) 959-8806 <br />FAX; <br />(863) 294-2488 <br />IL BUILDER :LENNAR HOMES CENTRAL <br />PROJECT:VAROIUS <br />MODEL :2386 AMERICAN DREAM <br />CCA PROJ/MODEL/ALT <br />7A2 2386B <br />LT DESC <br />OTC <br />OT BLOCK <br />DESIGNER PAGE <br />MTV <br />DATE <br />6 5 15 <br />LAN# SCALE <br />N317596R 1 1 4 "=1 ' <br />??? 11/18/02 9:52 AM CCA48.dwg <br />to <br />W <br />iW <br />U <br />W <br />LL <br />w <br />wQ <br />U) <br />o <br />cli <br />N <br />vo <br />Ofo <br />W <br />�W i; <br />.x <br />„p �V <br />WY� <br />_z LL <br />Q �LLrr'��� �Q <br />� `J <br />I— r w <br />_~Ocn <br />LL Z) <br />.„ <br />W°L=o <br />W C)r O <br />` .,9y@ o• <br />.act . i.:4 'v�`'(, <br />U LO <br />w <br />mz�Z <br />W <br />�Q <br />W <br />WF2U <br />J <br />�0 <br />(2 <br />W <br />nN` LO^ o <br />W L L .p C! <br />M `, <br />N V -0�0 m <br />I` 4) •L - 8 i <br />Z) O 2 o <br />° L` 0 Q <br />t U <br />6� <br />� Lu Q� <br />N � <br />L o E M <br />00 <br />7W <br />V FI-1 ci <br />V, <br />W <br />W (� W <br />w <br />wF-¢ _j W���zQ� <br />o �-��O�W<,UOL_jO <br />Q Q U <br />O <br />ZOJ0 <br />ZLLu Z2m¢¢ <br />_jH <br />I— p- <br />0nW§OZOW00mZ <br />Lu <br />WOZ'lU <br />Z�aYOa <br />L Z0>ZZp <br /><0F— <br />0L<U) <br />w62U <br />< <br />O 0f 0 D Q v Z g¢ <br />LL< O �¢rL <br />t:) <br />0 <br />CV <br />Z <br />O F— <br />�(/�j0 <br />0(00 <br />Q (/) M ti <br />J <br />C� <br />G (/5 1Z <br />M <br />T- <br />aUQao <br />Z F- <br />w� <br />W <br />J� <br />0 <br />O <br />N <br />r <br />N <br />r <br />4 <br />O <br />C <br />N <br />i <br />C)) <br />L^ <br />O <br />z z <br />zo <br />M <br />W0�> <br />W fn <br />0 <br />UDjro <br />~ <br />\ <br />/ <br />zW�� <br />W W 2 <br />LL <br />I—yj <br />=1.-=z <br />mo¢ <br />LD <br />z J <br />rQ <br />V <br />0 <br />}.2zw <br />Z <br />N <br />W 00 <br />Oa�w <br />0 <br />Q M <br />UU'Zz <br />z 1171144 <br />�Qo <br />Z <br />U <br />_O <br />m <br />A40B <br />< <br />Q <br />z <br />z <br />w <br />0) <br />N <br />0 <br />LAST PLOT DATE <br />Dec. 21, 16 <br />O <br />2ND FLOOR <br />ROOF <br />J <br />I <br />FRAMING PLAN <br />