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30'-0" <br />22'-6 3/4" <br />T-5 1 /4" <br />SECOND FLOOR - FLOOR FRAMING PLAN (ELEVATION B <br />1 /411 = 1'-011 <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 />On, %,1 <br />O KEYNOTE LEGEND <br />KEYNOTE <br />ANNOTATION <br />1O <br />BEARING WALLS <br />O2 <br />A/C CHASE <br />O3 <br />22"X36" ATTIC ACCESS <br />0 <br />STAIRS AREA <br />SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION B' <br />1 /4„ = 1'-011 <br />VIPT�AL RE\1iEVv naSf' t <br />Virtualri^ 1`� <br />Plans Revie\ly CI-M.' <br />for compance <br />Edition by DebDebra <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 CJ3LO <br />ti <br />L)CJ1 co <br />U <br />U <br />1'-0 5/16" 1, 2'-0" 2'-0" <br />TYPICAL T 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 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 CUTBACK 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 />HEEL= <br />12 <br />FIELD VERIFY <br />212 <br />PLUMB <br />CUT <br />—�� 2X4 <br />12" <br />TRUSS HELD BACK <br />3/4" PLYWOOD <br />/-- 3/4" SUBFLOOR <br />C.0 <br />WALL HT. BASED <br />ON 8'-8l" A.F.F. <br />1 <br />LABELED END MARK <br />HANGER CHART <br />4 L = HUS 26 (SIMPSON) <br />d a = LUS24 (SIMPSON) <br />J L = THA 422 (SIMPSON) <br />Total Truss Quantity = 106 <br />ATTENTION! <br />DON'T LIFT SINGLE TRUSSES <br />WITH 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 />or less <br />I � 112 � I I � 2/3 to 112 � I <br />Ta line span approx. '1 Te line t 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-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 = 145 <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 />TCLL = 40 PSF <br />TCDL = 10 PSF <br />BCDL = 5 PSF <br />TOTAL = 55 PSF <br />ROOF DESIGNED FOR <br />SPANGLE <br />ALL REACTIONS <br />AND UPLIFTS <br />ARE SHOWN ON ENGINEERING. <br />I <br />1 <br />— ����/ <br />►•iiiiii� �I�j�r101 ��������� I��i IN1 <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/O1 <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 />R001 <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 />-� <br />CONTRACTORS <br />OF AMERICA <br />3900 AVENUE <br />G, NI WI <br />WINTER <br />HAVEN FLORIDA 33880 <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 1 <br />LAN# SCALE <br />N329232R 1 4 "=1I <br />4 <br />LO <br />h e <br />j c ', <br />N <br />° <br />m <br />LO <br />W <br />O <br />o <br />'S <br />W <br />0 <br />z <br />Lo' E <br />o I <br />m <br />co <br />♦-� <br />--- D U can <br />V ° <br />A� E t o <br />W O` 2 0 <br />O LL Q <br />t U <br />• N LLI Q N <br />Q 00 E�_ <br />o� OT "m <br />LU LU <br /><Y < LU <br />U <br />w <br />o� w U3 w2�0 <br />a z <br />Of��_j 03:�WLL002 JO <br />aw°ixo�w-zoRoom2zaQ <br />4 <br />w <br />O z <br />~apW< Wz� <br />O0Q <br />LL <br />0 s o oQ¢XQ <br />L- <br />0 <br />0 <br />Z W <br />O� <br />to ti <br />o <br />p M <br />Q CY) Li) <br />LL <br />G w <br />LO <br />H 0 M <br />j)f 0— � <br />Z U <br />Wz <br />W <br />_j0 <br />I <br />I <br />1 <br />N <br />1 <br />� <br />I <br />NO <br />O <br />O <br />CN <br />N <br />CV <br />Q <br />!Z4 <br />O <br />Q <br />O <br />N <br />00 <br />O <br />r <br />O <br />N <br />O <br />r <br />I <br />' <br />z <br />O <br />Q0 Lo <br />W <br />o <br />0 <br />0 <br />0 <br />o <br />N <br />M <br />4 <br />In <br />M' <br />Q z <br />O � <br />W <br />zW <br />O <br />U <br />Coo <br />tLLJ ,UN <br />0 <br />::) z > <br />owo <br />or< <br />I— <br />W �w <br />W <br />Z=(V <br />o�W <br />. <br />Q <br />O <br />22 <br />gWOf <br />z <br />Z <br />o- z <br />�z <br />�� <br />pU <br />o <br />o.. <br />Z <br />A4.1 <br />z <br />W <br />W <br />_j <br />N <br />N <br />LAST PLOT DATE <br />0 <br />• <br />April 25, 2Q22 <br />Z <br />2ND FLOOR ROOF <br />FRAMING PLAN B <br />