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1 <br />M <br />00 <br />1 <br />b <br />N <br />30'-0" <br />FTFGE <br />STRONGBACK <br />'T1 <br />ED <br />STRONGBACK <br />BRG <br />WALL <br />14'-9 5/8" <br />1 '-2" <br />0 <br />1 <br />Fo <br />BRG <br />WALL <br />� <br />,_n <br />•7711 <br />v <br />�7 <br />T <br />Cl) <br />N <br />� <br />(V <br />'N <br />/ <br />0 <br />I I <br />I I <br />I I <br />I <br />I <br />I I <br />I I <br />I I <br />,l <br />, <br />11 <br />o <br />I I <br />I I <br />BRG I I <br />WALL I I <br />I I <br />N <br />Ln <br />60 <br />In <br />--- <br />r-- <br />—_ <br />14'-9 5/8" <br />Ir_—_-------, <br />— — J <br />5'-8" <br />------------I <br />E------I— <br />All <br />i <br />BRG <br />WALL <br />I <br />II <br />T L+ <br />I <br />I <br />I <br />I <br />II <br />I I <br />I I <br />I <br />II <br />I I <br />IC - <br />j - - - - <br />II <br />IF— <br />BRG <br />WALL <br />II <br />I <br />II <br />iI <br />II <br />II <br />II <br />I <br />II <br />I <br />—J <br />9'-9 5/8" <br />CONV. FRAMED <br />BY OTHERS @ <br />STAIR LANDING <br />B6 <br />O <br />00 <br />T <br />r ATTIC <br />B5 ACCESS <br />B4 <br />DROPPJEU AT J0jPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />B3 <br />BGE1 <br />00 <br />5'-8" <br />T-10" <br />SECOND FLOOR - FLOOR FRAMING PLAN- ELEVATION B <br />1 /411 = 1'-011 <br />ti <br />M <br />9 <br />CJ1A <br />CJ3A <br />CJ5A <br />CJ5A <br />CJ3A <br />CJ1A <br />30'-0" <br />Q M M LO M Q <br />U U U U U U <br />U-1063# <br />- <br />E <br />A <br />U-106?5# <br />A6G <br />DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />A5 <br />A4 <br />A3 <br />BOTTOM CHORD CAN BE REMOVED <br />IN FIELD IF NEEDED ¢ <br />ATTIC <br />ACCESS: <br />A1A <br />AHU <br />Al <br />Al <br />7` <br />A3 <br />DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />A4 <br />A5 <br />U- 088 # U=1008 # <br />EJ7A <br />ir <br />- <br />A7G <br />C3 <br />rt <br />U <br />¢ M 1¢C1 <br />U U U <br />6-0" <br />12'-0" <br />'-2 1/2" 7 7/8" <br />19'-10 3/8" <br />U <br />CGE <br />10'-1 <br />5/8" <br />SECOND FLOOR - ROOF FRAMING PLAN- ELEVATION B <br />1/ 1 411 <br />/411 = 1 1-011 <br />SHINGLE ROOF <br />12 <br />5 �11 2 <br />HEEL= V-0 1/8" <br />PLUMB <br />CUT <br />TRUSS HELD BACK <br />3/4" PLYWOOD <br />r-- 3/4" SUBFLOOR <br />WALL HT. BASED <br />ON 8'-8" A.F.F. <br />HEEL= 4 1/16" <br />PLUMB <br />CUT/ <br />12" <br />CJ1A <br />CJ3A N <br />CJ5A <br />N <br />0 <br />v <br />0o <br />�4 <br />N <br />0 <br />j 2 -- <br />IF 12 <br />f r <br />2X4 <br />HANGER CHART <br />J L = LUS 26 (SIMPSON) <br />Total Truss Quantity = 95 <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 OR H10A'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 HETA20 FOR ROOF TRUSS TO MASONRY <br />CONNECTIONS. <br />5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY <br />CONNECTIONS. <br />6. USE (2) HTS30 OR H10A 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 />NOTE: <br />ALL VALLEY KITS MARKED "VK" OR "MVK" ARE <br />CONVENTIONALLY FRAMED. PLEASE REFER TO <br />ENGINEERING PACK FOR DETAILS <br />NOTES: <br />• FLOOR TRUSSES ARE CUT BACK 3l4" FROM <br />• EXTERIOR BLOCK WALLS. <br />• FLOOR TRUSSES ARE CUT BACK 1l2" FROM FRAME WALLS. <br />• SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG <br />BACK LOCATIONS. <br />• SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR <br />WALLS. <br />NOTE: <br />DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS <br />OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR <br />WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT <br />CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 <br />NOTE: <br />MULTI -PLY GIRDER CONNECTION. <br />ALL PLIES SHALL BE FASTENED TOGETHER BOLTS, NAILS, AND <br />OR SCREWS PRIOR TO INSTALLATION AND BEFORE ANY LOADS <br />ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. <br />NOTE: <br />ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY <br />THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE <br />IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN <br />ORDER TO AVOID REPAIRS. <br />COLUMN NOTE: <br />REFER TO FOUNDATION PLAN FOR COLUMN SIZES <br />FEB 0 3 2023 <br />\/V\ _ <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 FBC nth Edition <br />by Debra Anne Klahr PX2300 <br />ATTENTION! <br />DON'T LIFT SINGLE TRUSSES <br />WTH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT BCSI -81 <br />30' Span or less 30' to 60' Span <br />Spreader Bar <br />60 degrees <br />4, or less <br />2/3 to 1 /2 _ I <br />Tag Ilm span approx. Tag line t span approx. <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 <br />AND FLAT GIRDERS HAVE THE TOP CHORD <br />PARTIALLY PAINTED GREEN TO BE INSTALLED <br />GREEN SIDE UP. <br />2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS <br />OTHERWISE NOTED. <br />3. ALL TRUSS SPACING IS 24" O.C. UNLESS <br />OTHERWISE NOTED. <br />4. PER TRUSS PLATE INSTITUTE BCSI-131 <br />RECOMMENDATION PERMANENT X-BRACING <br />SHOULD BE PLACED AT A MAXIMUM SPACING 15' <br />O.C. ACROSS THE SPAN, TO BE REPEATED AT A <br />MAXIMUM OF 20' BETWEEN EACH X-BRACE <br />THROUGHOUT THE STRUCTURE. PLEASE REFER <br />TO BCSI-61 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 />FDC 2020 <br />TPI 2014 <br />Truss member design &connector plates <br />are designed for ASCE 7-16 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 SCHEDJPSF <br />TCLL = 40 <br />TCDL = 10 <br />BCDL = 5 <br />TOTAL = 55 <br />ROOF DESIGNED FOR <br />SHINGLE <br />ALL REACTIONS OVER 5000# <br />AND UPLIFTS OVER 1000# <br />ARE SHOWN ON ENGINEERING. <br />DESCRIPTION INIT. DATE <br />created from 7A2 2388E A.S. <br />2/16/2017 <br />LC9 JTH <br />12/13/17 <br />KR/01 <br />CHANGED HANGERS TO SIMPSON RDP <br />03/13/18REV. <br />RE'S JRH <br />8/30/18 <br />REMOVE SCAB FROM B2 JRH <br />9/5/18 <br />UP LOAD DUE TO DIFF @ LC9 HMT <br />1/10/2020 <br />RD01 <br />UPDATED FOR LCA SHM <br />1/18/2021 <br />- �CARPENTER <br />CONTRACTORS <br />--- OF <br />AMERICA <br />3900 AVENUE <br />0, N, W, <br />WINTER HAVEN <br />FLORIDA 33880 <br />PHONE: (800) <br />959-8806 <br />FAX: (863) <br />294-2488 <br />BUILDER :LENNAR HOMES CENTRAL <br />PROJECT :VAROIUS <br />MODEL :2382 Garfield <br />CCA PROJ/MODEL/ALT <br />7A2 / 2382A <br />ALT DESC: <br />OTC <br />LOT BLOCK <br />DESIGNER PAGE <br />A.S. <br />DATE <br />2 16 201'7 <br />LAN# SCALE <br />N333525R 1 4 11=1I <br />i <br />0 <br />N <br />co <br />h <br />n✓•Y <br />✓ pa <br />Ln <br />CIO <br />`,�� <br />< <br />,lam � �',f ��� <br />?,�V <br />F <br />1 <br />%i• <br />1 <br />Z <br />O <br />0 <br />W <br />0 <br />z <br />Ln <br />W > O - o <br />10 <br />�� <br />0u <br />00 <br />v) <br />co <br />A) <br />mp o <br />�"g <br />tL Q <br />(n <br />rZU j^< <br />LLn Q <br />00Eo)� <br />a <br />LU W <br />W <br />W 8~LLJ J <br />�� ��NQ3W <br />W <br />LU 9 Y Z C, Z <br />W<WU-UO0LO <br />QQ V <br /><OXJZ�NLL0z20° <br />(MooYoomZzoZ <br />� � <br />CY O <br />n OZ <br />J(,a oL0X <br />° <br />� <br />I>zYzL <br />In <br />z0Wg-FL� <br />° = <br />OILL <br />< <br />Y Z ¢ <br />°¢ <br />Q O <br />� ¢ u. <br />i <br />O <br />O <br />ZW <br />O� <br />OF ()O <br />Q U) CO � <br />VJ -Iq <br />I` <br />I—�CLLO <br />z> � <br />Z U <br />W <br />W <br />J� <br />O <br />mi <br />N <br />N <br />O <br />N <br />N <br />1 <br />O <br />0 <br />00 <br />(D <br />M <br />0 <br />0 <br />0 <br />N <br />N <br />O <br />O <br />N <br />O <br />N <br />O <br />N <br />N <br />O <br />N <br />N <br />O <br />N <br />O <br />CV <br />O <br />N <br />O <br />N <br />ob <br />O- <br />6o0 <br />O <br />M <br />r- <br />-1 <br />N <br />O <br />M <br />O0 <br />4 1 <br />I <br />�- <br />0 <br />1 <br />O <br />0 <br />O <br />O <br />1 <br />L <br />0 <br />1 <br />6 <br />0 <br />NU-) <br />j <br />O <br />o <br />N <br />0 <br />M <br />0 <br />It <br />C) <br />Ln <br />0 <br />c0 <br />0 <br />r- <br />r- <br />V <br />VJ <br />Z Z <br />O <br />owin <br />LU <br />Uo <br />�0 <br />-o <br />—0 <br />C/) <br />Z <br />a. <br />LU ¢ <br />~ <br />W <br />=m=z <br />v <br />Z ~ LLI <br />J <br />00 <br />�-2 <br />z� <br />rn <br />(I <br />Z Z LL <br />� <br />W N <br />O�2z <br />O <br />Q <br />Vrnzz <br />Z <br />�¢o <br />Z <br />U <br />aese <br />� <br />OU <br />o <br />W <br />� <br />z <br />LU <br />J <br />W04 <br />U-) <br />Q <br />LAST PLOT <br />DATE <br />O <br />�7 <br />Nov. 30, 22 <br />Z O <br />2ND FLOOR <br />ROOF <br />I <br />FRAMING PLAN B <br />