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O <br />zo <br />v <br />C <br />co <br />io <br />N <br />30'-0" <br />22-6 3/4" T-5 1/4" <br />R= 6219 <br />t FT2GE <br />II <br />II <br />l <br />F <br />A` <br />II � <br />Q <br />C� <br />U_ <br />J <br />1 <br />I � <br />J <br />01 <br />i 1 <br />2 <br />(4) STUD C UMN_ <br />S4 <br />R= 6736 <br />-6219# <br />1 <br />I <br />I <br />� <br />w <br />I <br />I <br />I <br />�__-------, <br />6-9 1/4" I <br />It <br />O C(::n-) <br />^ Q <br />r a:. 4 <br />0-02 <br />tL <br />r— <br />_ <br />I <br />it <br />FT7A <br />1r <br />it <br />1r <br />it <br />1r <br />1r <br />1r <br />IRAUL <br />4'-4" <br />5'-8" <br />1'-8" <br />4'-0" <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 R <br />1/4 = 1'-011 <br />EO <br />0 <br />O <br />00 <br />r <br />O <br />M <br />(7 <br />v <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 />M LO <br />�v, U U U <br />0 KEYNOTE LEGEND <br />KEYNOTE <br />ANNOTATION <br />BEARING WALLS <br />A/C CHASE <br />22"X36" ATTIC ACCESS <br />04 <br />STAIRS AREA <br />LO co <br />U U U <br />CJ1 <br />E. <br />7_ <br />CJ1 <br />— <br />b <br />CJ3 <br />CJ3 0 <br />r` <br />ti <br />CJ5 <br />CJ5 <br />A7G <br />U-1020# U-1020# <br />A6 <br />A4 <br />o <br />A3 <br />0 <br />N <br />N <br />2 <br />Q <br />1 I <br />CD <br />3 <br />A2 <br />9 <br />O <br />A3 <br />A4 <br />A5 <br />U-1225 # <br />A8G <br />`L <br />CJ5A <br />r• <br />CJ 3A <br />Uj <br />EJ7 <br />o <br />o <br />- <br />� <br />CJ1A <br />Q M <br />Ln <br />U <br />m <br />ao <br />U U <br />00 <br />B3GE <br />0 <br />0 <br />10'-0" <br />5'-8" <br />30'-0" <br />14'-4" <br />SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION B' <br />1/4 -1-0 <br />REFER TO ENG. <br />PACK FOR <br />CONNECTION <br />TYPICAL 5' SETBACK CORNER -SET <br />LABELING AND SPACING <br />REFER TO ENG. <br />PACK FOR CONNECTION <br />CJ5 <br />O CJ3 <br />U <br />CJ1 co <br />U <br />U <br />1'-0 5/16" 2'-0" 2'-0" <br />TYPICAL 7' SETBACK CORNER -SET <br />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 10 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/ MTS1US. <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 CUTBACK 3/4" FROM EXTERIOR BLOCK <br />WALLS. <br />• FLOOR TRUSSES ARE CUTBACK 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 />FIELD VERIFY <br />12 <br />12 <br />2 AA <br />PLUMB <br />CUT <br />— -� ' 2X4 <br />12" <br />TRUSS HELD BACK <br />3/4" PLYWOOD <br />3/4" SUBFLOOR <br />CO <br />WALL HT. BASED <br />ON 8'-8" A.F.F. <br />l <br />LABELED END MARK <br />HANGER CHART <br />4 L = HUS 26 (SIMPSON) <br />d i = LUS24 (SIMPSON) <br />1 L = THA 422 (SIMPSON) <br />Total Truss Quantity = 106 <br />ATTENTION! <br />DON'T LIFT SINGLE TRUSSES <br />VATH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT BCSI -131 <br />30Y <br />30' Span or less Sp to 60' Span <br />Spreader Bar <br />/ 60 degrees <br />d or less <br />1 112 �1 ) 1 2/3 to 1 /2 <br />line span approx. Ta line span approx. <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 />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-61 <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 = 0.2 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 104 psf non -concurrent bottom chord live <br />load. <br />FLOOR LOADING SCHEDULE <br />TOLL = 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 />�i�i�i�i�i�i� �I •��I •. <br />LOAD DESCRIPTION INIT. DATE <br />Rio <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 />8/23116 <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 />3/5119 <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 />G. N, W, <br />WINTER <br />HAVEN FLORIDA 33880 <br />PHONE1 <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 />SLOT BLOCK J <br />DESIGNER PAGE <br />RFS <br />DATE <br />8 23 1 6 <br />LAN# SCALE <br />N329232R 1/4 "=1' <br />i <br />3 '= <br />M <br />N <br />O <br />N <br />z <br />01 <br />LO <br />o <br />I „5 * <br />�i C✓ <br />LO <br />a <br />6 <br />z <br />W <br />�.. <br />0 <br />W <br />0 <br />z <br />Q <br />to <br />^, <br />N �� <br />> O : N o <br />W L Q �'N U <br />M 00 6 <br />N <br />V) <br />�� � <br />V -0 ;r M <br />t M <br />(I� 2 0 <br />Oo <br />O o Q <br />U � Q <br />_ <br />. N <br />LLJ Q. 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