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io <br />LO <br />N <br />O CO <br />zo co <br />N <br />rn <br />0 <br />v <br />30'-0" <br />22'-6 3/4" T-5 1 /4" <br />R= 6219 <br />FT2GE <br />.�, <br />n <br />I <br />II <br />I l <br />�\A <br />F-A� <br />II � <br />I I <br />O <br />—, <br />t� <br />W <br />I� <br />1 <br />I � <br />� � J <br />1 <br />1 <br />2 <br />(4) STUD C O\UMN <br />S4 <br />R= 6736;;;;;� <br />XXX <br />F-6219# <br />1 <br />I <br />I <br />XXX <br />� <br />U_ <br />I <br />II <br />ED <br />UcEuc!) <br />= S4 <br />s'-`r, <br />r' 4 <br />yt- <br />10-20 <br />_ <br />it <br />1r <br />FT7A <br />F <br />_..._ <br />4'-4" <br />5'-8" <br />V-8" <br />44" <br />6-0" <br />2'-4" <br />6-0" <br />5'-8" <br />14'-4" <br />30'-0" <br />SECOND FLOOR - FLOOR FRAMING PLAN (ELEVATION B' <br />1 /4" = 1'-011 <br />O <br />Oo <br />O <br />(70 <br />0 <br />LEDGER SCHEDULE <br />TAG <br />ATTACH TO <br />MEMBER <br />PURPOSE <br />ATTACHMENT <br />LG-1 <br />CMU <br />2X4 P.T. <br />FLOOR TRUSS <br />SUPPORT <br />1/4" X 3 1/2" TAPCONS AT <br />12" O.C., STAGGERED <br />30'-0" <br />O KEYNOTE LEGEND <br />KEYNOTE <br />ANNOTATION <br />BEARING WALLS <br />O2 <br />A/C CHASE <br />O3 <br />22"X36" ATTIC ACCESS <br />STAIRS AREA <br />LO M <br />U U U <br />CJ1 <br />CJ1 <br />E <br />7 <br />o <br />CJ3 <br />CJ3 0 <br />, <br />, <br />CJ5 <br />CJ5 <br />A7G <br />U-1020# /A6 U-1020# <br />A4 <br />C?N <br />A3 <br />0 <br />N <br />2 <br />a <br />CD <br />3 <br />r` <br />771 <br />A2 <br />C?O <br />A3 <br />A4 <br />A5 <br />U-1225 # <br />A8G <br />�7 <br />V <br />CJ5A <br />- <br />CJ3A <br />EJ7 <br />O <br />� <br />, <br />CJ1A <br />U <br />m <br />C? <br />U U <br />B3GE <br />0 <br />0 <br />10'-0" <br />SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION B' <br />1 /4" = 1'-011 <br />REFER TO ENG. <br />PACK FOR <br />CONNECTION <br />REFER TO ENG. <br />PACK FOR CONNECTION <br />CJ5 <br />CJ3 <br />LO <br />J <br />CJ1 co <br />U <br />V-0 5/16" Z-On V-0 5/16 2'-0" 2'-0" <br />TYPICAL 5' SETBACK CORNER -SET TYPICAL 7' SETBACK CORNER -SET <br />LABELING AND SPACING LABELING 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 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 3/4" FROM EXTERIOR BLOCK <br />WALLS. <br />• FLOOR TRUSSES ARE CUT BACK 1/2" 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 />HEEL= <br />12 <br />FIELD VERIFY <br />12 <br />2 <br />PLUMB <br />CUT <br />2X4 <br />12" <br />TRUSS HELD BACK <br />3/4" PLYWOOD <br />3/4" SUBFLOOR <br />WALL HT. BASED <br />ON 8'-8" A.F.F. <br />LABELED END MARK <br />HANGER CHART <br />a� = HUS 26 (SIMPSON) <br />a = LUS24 (SIMPSON) <br />J L = THA 422 (SIMPSON) <br />Total Truss Quantity = 10E <br />ATTENTION! <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT BCSI -B1 <br />30' Span or less 30' to 60' <br />Spreadei <br />60 degrees <br />,/ or less <br />1" 1/2 ) 1 2/3to1/2 <br />Ta9I line r span approx. Ta line r span "Pr... 1 <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-B1 <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. <br />PLEASE REFER TO BCSI-B1 FOR ANY ADDITIONAL <br />BRACING DETAILS. <br />ROOF LOADING SCHEDULE <br />TCLL = 20 PSF <br />TCDL = 7 PSF <br />BCLL = 0 PSF <br />BCDL = 10 PSF <br />TOTAL = 37 PSF <br />DURATION = 1.25 % <br />WIND SPD/TYPE = 140 <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 2020 <br />TPI 2014 <br />Truss member design & connector plates <br />are designed for ASCE 7 -16 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 SCHEDULE <br />TCLL = 40 PSF <br />TCDL = 10 PSF <br />BCDL = 5 PSF <br />TOTAL = 55 PSF <br />ROOF DESIGNED FOR <br />SHINGLE <br />ALL REACTIONS <br />AND UPLIFTS <br />ARE SHOA/ N ON ENGINEERING. J <br />►�i�i�i�i�i�i <br />LOAD# DESCRIPTION INIT. DATE <br />R/01 <br />NEW JOB GBW <br />07/23/15 <br />RA01 <br />LC8 RDP <br />11/05/15 <br />R/01 <br />COPIED N320559 MADE NEW MODEL RFS <br />8/23/16 <br />RA01 <br />REV FLOOR FRAMING RFS. <br />11/25/16 <br />RA01 <br />LC9 JTH <br />12/12/17 <br />RA01 <br />CHANGED HANGERS TO SIMPSON RDP <br />03/12/18 <br />RB01 <br />REV. FG1 WEBS JRH <br />3/5/19 <br />RC01 <br />REV FLR RE'S HMT <br />11/29/19 <br />RD01 <br />REV. FLOORS PER REDLINE JRH <br />8/25/ <br />CARPENTER <br />—� <br />CONTRACTORS <br />- <br />OF AMERICA <br />3900 AVENUE <br />6, N, W, <br />LINTER <br />HAVEN FLORIDA 33660 <br />PHONE: <br />(800) 9513-6806 <br />FAX: <br />(863) 294-2488 <br />BUILDER :LENNAR TAMPA <br />PROJECT VARIOUS <br />MODEL �221.6 <br />CCA PROJ/MODEL/ALT <br />7A2 221 FB <br />ALT DESC: <br />OTC <br />LOT BLOCK <br />DESIGNER PAGE <br />RFS <br />DATE <br />8/23/16 <br />LAN# SCALE <br />1329232R 1 4 II=� <br />4• <br />co <br />N <br />cr <br />N <br />sr..s * J DOA4, f� .. r m <br />Q'id. . j'�f <br />5r o <br />6 <br />C0 <br />e <br />LO <br />00 <br />00 <br />A <br />Qa <br />$ s y g r <br />z <br />LLJ <br />O <br />Lu <br />0 <br />z <br />Q <br />N (D (DLO <br />W 6M C 1 N U <br />p c� y <br />N ch <br />14_ <br />v) U _Q <br />W E�� to <br />0o o <br />0 <br />�0° <br />•Lo I, LL.I QN <br />70 ��/ o E2 <br />V CL <br />i; <br />LLJ Uj <br />N Wrn <br />W <br />L W W 0 O <br />r¢ Q IX zX z <br />O(0�0j(Y <br />0. (D U <br />I.- <br />QO <br />OQX JnJQ� ¢ zLL Wz20¢ <br />C)11� U <br />LLOZnW<p <br />CL (UZj <br />��W7ZO�oaJ <br />LL <br />O W H LU <br />YO¢¢ ¢ <br />o o¢Qx <br />oQ <br />ILL0 <br />0 <br />0 <br />04 <br />Z <br />LLJ <br />O� <br />U ti <br />co O <br />Q U) co 1 <br />w ti <br />W <br />F- cM <br />�a �0000 <br />Z U <br />UjZ3: <br />Wo <br />J O <br />J <br />d' <br />AR <br />0 8 <br />1/srtaal ReV1e4+f <br />559S <br />IReIiQeE corsl(wt <br />anco VVr€,h the <br />d and <br />2,129 <br />.'€i . <br />ap <br />rdy <br />tl <br />by Oehra Anne Kl <br />f <br />hr P <br />8G <br />206 <br />th Nit <br />I <br />Or <br />1 <br />1 <br />O <br />O <br />O <br />N <br />CO <br />O <br />N <br />ti <br />O <br />N <br />N <br />O <br />N <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />0 <br />6 <br />O <br />CIJ <br />CD <br />O <br />z <br />O <br />r <br />O <br />O <br />O <br />i <br />O <br />NLo <br />W <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />1 <br />> <br />— <br />N <br />M <br />L6 <br />CO <br />i <br />MI <br />Z <br />W <br />W <br />< Z <br />C)oz <br />W <br />z <br />Im 0 <br />V <br />moo <br />UUV5 <br />pzj <br />LO -0 <br />O <br />0�<o <br />Q <br />Z <br />X-_ <br />QW <br />-FNLD <br />(V <br />� <br />Zo <br />o <br />W <br />O <br />zoo <br />U <br />a-Z°` <br />LL <br />z <br />°- z <br />0-1 <br />O <br />0- <br />z <br />z <br />z <br />LU <br />Lli r <br />o <br />LAST PLOT DATE <br />N <br />• <br />March 23, 2023 <br />z 02ND <br />FLOOR ROOF <br />FRAMING PLAN B <br />_ —T ----F-- I 1 911 <br />-- - <br />I --I � I J_... i ],1 oi, & Id IN i,ii ii.a tvi ,. _.ioG,6. <br />T <br />