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0 <br />It <br />0 <br />to <br />O <br />O <br />r <br />0 <br />M <br />01 <br />30'-0" <br />T-5 1 /4" 22'-6 3/4" <br />R= 6219 <br />FT2GE <br />WM <br />C== <br />i <br />L,'F <br />II <br />II <br />II <br />,J <br />� <br />A <br />II <br />II <br />r <br />1 <br />Q <br />rn <br />G) <br />It <br />to <br />r <br />II <br />XXX <br />r � <br />II <br />19.2 O.C. <br />r <br />r— <br />AHU <br />2 <br />S4 <br />R= 6736 <br />COLUMN <br />I <br />it <br />I <br />I <br />1 <br />I <br />I <br />I <br />KXX <br />6-9 1/4' <br />r-------En <br />I <br />II <br />o O <br />Q <br />`w »S4 <br />{} ; <br />2.? <br />.rt..- <br />Kti= <br />1r <br />it <br />it <br />it <br />1 <br />r <br />it 1r <br />1 <br />FT7A <br />it <br />FT7 <br />6-0" 2'-4" 1, 6-0" 4'-0" <br />14'4' T 6-8" <br />30'-0" <br />6-8" I 4'-4" <br />SECOND FLOOR - FLOOR FRAMING PLAN (ELEVATION B' <br />1 /411 = 1'-0„ <br />O <br />v <br />o <br />M O <br />O <br />r <br />0 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 />1O <br />BEARING WALLS <br />O <br />A/C CHASE <br />0 <br />22"X36" ATTIC ACCESS <br />STAIRS AREA <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 />y� w C_ C_ � 1 ENGINEERING PACK FOR DETAILS <br />jU U U ---- r— U I[::: " U ::]I U U U <br />CJ1 <br />E. <br />7 <br />CJ1 <br />o <br />CJ3 <br />CJ3 0 <br />n <br />ti <br />CJ5 <br />CJ5 <br />U= 1020 NJ <br />A7G <br />1 <br />11 <br />U= 1020 <br />#0501-U <br />A6 <br />A4 <br />o <br />i <br />A3 <br />b <br />9 <br />N <br />71\1 <br />N <br />2 <br />D <br />o <br />A2 <br />p <br />r <br />O <br />A3 <br />� <br />A4 <br />Nz <br />A5 <br /># �SSI-1J <br />A8G <br />�L <br />U= 1195 <br />Z <br />CJ5A <br />CJ3A ti <br />o <br />EJ7 <br />CJ1A <br />0 <br />W <br />D D <br />00 <br />B3GE <br />CD <br />5-8" <br />10'-0" <br />SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION B' <br />1 /411 = 1'-0„ <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 CUTBACK 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 />1 12 <br />HEEL= 401 _ _t2 <br />—-VAR1ES; — <br />PLUMB — — <br />— <br />CUT — — 2X4 <br />12" <br />(0 <br />TRUSS HELD BACK <br />3/4" PLYWOOD <br />r— 3/4" SUBFLOOR <br />WALL HT. BASED <br />ON 8'-8"lA.F.F. <br />1 <br />LABELED END MARK <br />HANGER CHART <br />- <br />A L = HUS 26 (SIMPSON) <br />d d = LUS24 (SIMPSON) <br />J L = THA 422 (SIMPSON) <br />ATTENTION! <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT BCSI -131 <br />30' to 60Span <br />30' Span or less ' <br />Spreader Bar <br />60 degrees <br />or less <br />I 112 _ I I 2/3 to 112 •, <br />Ta line f• span approx. Ta line span approx. <br />F77-k(FER TO BCSI -1131 <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-131 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 SHOWN ON ENGINEERING. <br />1 <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 />8/25/202 <br />CARPENTER <br />CONTRACTORS <br />OF AMERICA <br />3900 AVENUE <br />6, N.W. <br />WINTER <br />HAVEN FLORIDA 33680 <br />PHONE: <br />( 800) 959-8806 <br />FAX: <br />(863) 294-2488 <br />BUILDER :LENNAR TAMPA <br />PROJECT VARIOUS <br />MODEL 2216 <br />CCA PROJ/MODEL/ALT <br />7A2/ 2216B <br />ALT DESC: <br />OTC <br />LOT BLOCK <br />DESIGNER PAGE <br />RFS <br />DATE 1 <br />8/23/16 <br />LAN# SCALE <br />N329232R 1 4 11=1" <br />o?0 11/18/02 9:52 AM CCA48.dwg <br />co <br />N <br />O <br />N <br />rn <br />,z22 <br />" R <br />LO <br />� <br />m <br />3� <br />`n <br />co <br />co <br />I o f <br />Q <br />Z <br />W <br />tia <br />O <br />CI <br />.�°' - <br />m <br />0 <br />z <br />Q <br />^0 W LO N E <br />0 <br />, <br />W L 0 <br />M 0 <br />N M <br />N � Dm - <br />2 Y/ o v o <br />Oo <br />0 <br />�0. O LLo Q <br />� <br />•nNr W C <br />_N <br />W L 0 E� <br />a <br />W <br />W V <br />Lj W O I— <br />IW—~ W �Q~Z <br />ILLkj <br />Q <br />H <br />¢�X_jzU-j <br />°w�woZo Ug:_ - <br />O z <br />CL <br />a~¢O W_¢0�wtZLL 0 W Offa. <br />UQ ¢ <br />vJ <br />L_ <br />O W H � w <br />O ry 0 C) z <br />Wa O < <br />O <br />O <br />z <br />W <br />O� <br />U) <br />F- <br />0 <br />p cM <br />Q � M � <br />LL <br />U) � <br />M <br />QUa00 <br />z <br />W <br />W <br />O <br />J O <br />J <br />JUL <br />2 <br />12023 <br />Virtua <br />Re <br />ieiv <br />s5i <br />t. l <br />Plans Revievf <br />c0r1pieled <br />a <br />n <br />id a <br />. <br />proi,e <br />for compliance <br />Nith <br />the <br />020 <br />FBC <br />7th Edi <br />' <br />by Debri <br />Anheiglahi <br />Px3 <br />0 <br />CD <br />O <br />O <br />N <br />O <br />M <br />O <br />LO <br />N <br />O <br />N <br />N_ <br />O <br />N <br />N <br />N <br />N <br />N <br />0 <br />i <br />' <br />z <br />O <br />N LO <br />W <br />o <br />O <br />o <br />C)O <br />o <br />1 <br />Li <br />> <br />N <br />M <br />4 <br />Ui <br />(O <br />i <br />CO <br />Z <br />zz <br />Q <br />CDO <br />W <br />Q <br />V <br />WO <br />VUF <br />—0 <br />F- <br />z)z> <br />O <br />ono' <br />Q <br />z <br />a�a <br />I— <br />W < <br />= <br />mr-W <br />(V <br />M <br />(V <br />� <br />zo m: <br />aF-0 <br />L� <br />O <br />ZWO <br />O <br />Z <br />lr <br />dzILL <br />�z <br />r <br />U <br />_j <br />O <br />MMO <br />W <br />Z <br />A4.1 <br />� <br />z <br />W <br />_j <br />LU o <br />o <br />LAST PLOT DATE <br />• <br />May 9, 2023 <br />Z O <br />i <br />2ND FLOOR ROOF <br />— <br />FRAMING PLAN B <br />____7__- _ I I—]— <br />