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lV <br />Go <br />N <br />0 <br />2'-0 3/4" <br />26'-0" <br />FRAMED BY <br />BUILDER <br />LU FT5 FT4 <br />0 FT1 <br />LL <br />Ln <br />F- <br />LL <br />z z a <br />X a <br />O 1, <br />II __ - — _ _II <br />L� -- =—— — —— - <br />a a E z a z z X <br />BEARING— <br />'" HEADER BELOW <br />N FG1 <br />, IL A \ k <br />r I( <br />II II <br />II II <br />FT6 II II <br />BEARING <br />1 I WALL FT3A <br />BEARING <br />WALL ° 0 <br />II <br />I <br />II <br />I <br />------- <br />------- <br />I <br />I <br />II <br />I <br />II <br />II co <br />II LL <br />1 <br />II <br />I <br />II <br />I <br />II <br />I <br />II <br />II <br />I <br />J <br />H <br />W LL <br />M1 <br />FT2GE <br />SECOND FLOOR - FLOOR FRAMING PLAN <br />1 /4" = 1 I -Oil <br />PLUM <br />M <br />0 <br />(V <br />N <br />v <br />M <br />0 <br />M <br />N <br />CA <br />U U <br />77-77777 <br />CA <br />U LO ER ' CjXJ3 <br />CJ3 <br />o <br />CJ5 CJ5 <br />A5G <br />\A4 <br />A3 <br />0 <br />0 <br />A2 <br />60 <br />MIT— <br />A2 I o <br />N <br />A3 <br />A4A <br />A6G <br />CECL- <br />CICL- <br />CJ5 <br />00 <br />CJ3 F, <br />in LU O <br />CJ1 10 Cl) U bo <br />U <br />62 <br />U <br />B3G <br />EJ2 CJ1 O <br />CJ1 iy <br />V1GE <br />U U <br />2 SECOND FLOOR - ROOF FRAMING PLAN <br />11 <br />/4 — 1 -0 <br />5 F 13 <br />2k <br />12 0 <br />2X4 <br />REFER TO Et <br />PACK FOR <br />CONNECTION. <br />III II <br />1'-016 <br />2'-0" <br />TYPICAL 5' SETBACK <br />CORNERSET LABELING <br />AND SPACING <br />0 <br />CJ3 <br />i� <br />CJ 1 <br />REFER TO <br />PACK FOR <br />CONNECTION.* <br />CJ5 <br />M <br />U <br />to <br />U <br />/ 0I 11 <br />1'-016 <br />2'— 0" <br />TYPICAL 7' SETBACK <br />CORNERSET LABELING <br />AND SPACING <br />TRUSS NOTES: <br />THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS <br />ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF <br />TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS <br />MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP <br />DRAWINGS MUST BE REVIEWED AND APPROVED BY <br />DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD <br />PRIOR TO CONSTRUCTION. <br />TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL <br />SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS <br />NECESSARY DUE TO FINAL TRUSS DESIGN OR <br />CALCULATED REACTIONS. ALL MODIFICATION TO BE <br />REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER <br />OF RECORD PRIOR TO CONSTRUCTION. <br />ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE <br />FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE <br />APPROVED BY DESIGN STYLES, INC. PRIOR TO <br />CONSTRUCTION. <br />TYPICAL TRUSS CONNECTORS <br />1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. <br />2. USE MTS20'S FOR ROOF TRUSS TO FRAME <br />CONNECTIONS. <br />3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO <br />TRUSSES W/ MTS16'S. <br />4. USE HHETA20 FOR ROOF TRUSS TO MASONRY <br />CONNECTIONS. <br />5. USE (2) HHETA20 FOR GIRDER TRUSS TO MASONRY <br />CONNECTIONS. <br />6. USE (2) HTS30 FOR GIRDER TRUSS TO FRAME <br />CONNECTIONS. <br />7. THE PREVIOUS CONNECTORS APPLY UNLESS <br />OTHERWISE NOTED. <br />8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR <br />OTHER CONNECTIONS. <br />DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE <br />RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS <br />INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. <br />HANGER CHART <br />4L = HUS 26 ( USP) <br />. . = JUS24 ( USP) <br />\= THD46 ( USP) <br />Total Truss Quantity = 98. <br />Labeled End Mark <br />ATTENTION! <br />DONT LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />NY BY THE PEAK <br />CONSULT BCSI -B1 <br />W Span or W to 6: Span <br />Spreads Bar <br />/ 60 degrees <br />/ or less <br />I 1 /2 I I 2J3 to i f I <br />T tine r span app'vx. Ta . r span �x <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 />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—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—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 S P D /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 2017 <br />TPI 2014 <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 />NWM <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: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 />06 26 2015 <br />LAN# I SCALE <br />.N319835R 1 4" "=1 ' <br />??? 11/18/02 9:52 AM CCA48.dwg <br />LD <br />=w <br />W <br />w <br />0 z <br />u" <br />Q <br />°° <br />Q <br />J = <br />U <br />= <br />o <br />N <br />wam <br />w O W <br />F-M <br />Ow <br />04 <br />F- O -j Z <br />F = W <br />, [i <br />a' t <br />E- 0 U) <br />LLL�OW <br />IL <br />��� <br />µ <br />W 0 0 <br />W <br />�''" a <br />..E '� • <br />in <br />� w <br />m Uj (9=O <br />oc) <br />M.�. 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