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0 <br />It <br />C <br />b <br />v <br />M <br />v <br />N <br />(O <br />M <br />V-0 5/16"-- <br />22'-6 3/4" <br />■I■ <br />30'-0" <br />FT2GE <br />7'-5 1/4" <br />i■i�b�i:r�:�i�r—:-�-lac::-F�i��� :�i�d�F�i�i ��.N17�,. <br />.�. <br />�:� <br />_.� <br />I <br />L <br />ROBINSON <br />a„Ill <br />err s-■—�--- <br />r <br />' <br />BIBIIIIIIIIIIIIIi MONSOON <br />■■I <br />II <br />�■. <br />ILA <br />�F• <br />■ ■I <br />:�k� � �■a <br />.� <br />1-ice .���I� <br />■■I <br />�'I_a_�Ls <br />�r�—INS <br />t <br />II <br />���� <br />011 <br />1 <br />- Lam"—��I��1�� <br />■■i <br />I��I � <br />��=fir: <br />�AMWA <br />MEMO <br />■■I <br />:ar���lir <br />I1pl�:i�ii�►� <br />� ME <br />= 4d <br />1111 111111��E <br />L11I <br />NEER <br />1111111■.� <br />I <br />BEEN "ii <br />I' <br />= <br />% <br />►IM7� <br />... <br />_ <br />I <br />OVO <br />WO <br />I0BE <br />- <br />•♦�.•. <br />:�:®:Big� <br />��.... <br />__ <br />- - Alig <br />rj <br />� <br />im z Jon, <br />\�I�lirll <br />�_ <br />I�I�I�I�I■III <br />a��:,���1�11�1�1�1 <br />62 <br />1 <br />1 <br />1 1 <br />w <br />LL <br />LL <br />i <br />1 SECOND FLOOR - FLOOR FRAMING PLAN ELEVATION A' <br />1/4 — 11-011 <br />i� <br />ao <br />O <br />(m <br />0 <br />i <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 />O KEYNOTE LEGEND <br />KEYNOTE <br />ANNOTATION <br />O <br />BEARING WALLS <br />O <br />A/C CHASE <br />O3 <br />22"X36" ATTIC ACCESS <br />O <br />STAIRS AREA <br />SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION A' <br />1/4 " = 1'-0" <br />REFER TO ENG. <br />PACK FOR <br />CONNECTION <br />CJ3 0 <br />O <br />O M <br />CJ1 U <br />U <br />V-0 5/16" 12'-0" I 1'-0 5/1 <br />TYPICAL 5' 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 Wi 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 />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 = 9.2 PSF <br />DESIGN CRITERIA <br />FBC 2020 <br />TPI 2014 <br />Truss member design & connector plates <br />NOTE: are designed for ASCE 7-16 and maximum <br />ALL VALLEY KITS MARKED "VK" OR "MVK" ARE forces from both components and claddings <br />CONVENTIONALLY FRAMED. PLEASE REFER TO and main wind force resisting systems. <br />ENGINEERING PACK FOR DETAILS <br />These trusses have been reviewed to carry an <br />NOTES: <br />• FLOOR TRUSSES ARE CUTBACK 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 />nE__ L-- L. I <br />FIELD VERIFY 2 <br />PLUMB — <br />CUT — _ 2X4 <br />FIELD VERIFY <br />TRUSS HELD BACK <br />3/4" PLYWOOD <br />3/4" SUBFLOOR <br />WALL HT. BASED <br />AR 2 5 2023 ON 8'-8" A.F.F. <br />LABELED END MARK <br />Silt. Inc. HANGER CHART <br />d and approve <br />J20 FBC 7th Edition = HTU 26 (SIMPSON) <br />for com by � <br />Debra Anne Klahr PX2300 <br />d a = LUS24 (SIMPSON) <br />J L = THA 426 (SIMPSON) <br />Total Truss Quantity = 134 <br />I'CCI-CI'C I V CIVU. <br />PACK FOR CONNECTION <br />ill <br />TYPICAL 7' SETBACK CORNER -SET <br />LABELING AND SPACING <br />ATTENTION! <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />1 CONSULT BCSI -B1 <br />30' Span or less 30' to <br />Sprea <br />60 degrees <br />or less <br />1/2 �I ! 2/3t01/2 �I <br />line r span approx. Ta line r 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 />additional 10# psf non -concurrent bottom chord live <br />load. <br />FLOOR <br />LOADING SCHEDULE <br />TCLL <br />= 40 PSF <br />TCDL <br />= 10 PSF <br />BCDL <br />= 5 PSF <br />TOTAL <br />= 55 PSF <br />ROOF DESIGNED FOR <br />SHINGLE <br />ALL REACTIONS <br />AND UPLIFTS <br />ARE SHOWN ON ENGINEERING. <br />WALL KEY <br />11 <br />il <br />LEAD DESCRIPTION INIT. DATE <br />R/01 <br />NEW JOB COPY N319785 CHG TO 2216A RFS <br />8/19/16 <br />RA01 <br />REV FLOOR FRAMING AND TRS RFS <br />1216 <br />RAD1 <br />LC9 JTH <br />12/12/17 <br />RADII <br />CHANGED HANGERS TO SIMPSON RDP <br />03/09/18 <br />RBO1 <br />REV. FG1 WEBS JRH <br />315/19 <br />RC01 <br />MOVED FG2 BACK & EXTENDED FTTS ARZ <br />08/24/20 <br />RDO1 <br />REV. ENTRY JRH <br />10/30/2020 <br />RE01 <br />NEW CODE LCA MAW <br />1-14-21 <br />_- <br />CARPENTER <br />-� <br />CONTRACTORS <br />OF AMERICA <br />-- -- <br />3900 AVENUE <br />G, N, W, <br />MINTER <br />HAVEN FLORIDA 33880 <br />PHONE: <br />(800) 1359-8806 <br />FAX1 <br />(863) 294-2488 <br />BUILDER :LENNAR TAMPA <br />PROJECT VARIOUS <br />MODEL 2216A <br />CCA PROJ/MODEL/ALT <br />7A2/ 2216A <br />ALT DESC: <br />OTC <br />LOT BLOCK <br />DESIGNER <br />PAGE <br />RFS <br />1 <br />DATE <br />8/19/16 <br />LAN# <br />SCALE <br />N329220R <br />1/4 11=11 <br />N <br />N <br />O <br />v <br />a <br />CD <br />00 <br />1 <br />1 <br />�6 i � <br />� / Hwy T• <br />LL <br />0, 3; I ,,��' <br />¢ <br />w <br />��•° <br />�'Pt, <br />0 <br />LU <br />of <br />0 <br />z <br />V^)` N Lo - <br />C <br />W 1 'D N U <br />C) M _ 0 <br />no <br />V) M M <br />__ <br />N Gm U a <br />— g M <br />M <br />9 <br />2 0.�•�0 <br />N40. o <br />ILL Q <br />sU6° <br />• <br />LL.I Q N <br />^^V\) V <br />L MO E M •2) <br />7W <br />L a a <br />w (D W <br />w <br />UJP w w2�0 <br />Jj JjO=��¢�¢�¢�VOP <br />O <br />Q <br />OWJ <br />=�OZ0W00mZ?¢U <br />0 <br />J — <br />0 Z <br />LL to w W <br />QHw��<UZLUW�gO <br />0Y <br />J <br />Q <br />LL <br />OOQ o O o¢¢�¢ <br />ILL H <br />LL <br />O <br />O <br />04 <br />ZW <br />O11-- <br />> (D O <br />Ei�M(` <br />< <br />J <br />LL qql <br />� u) <br />< W <Lq <br />co <br />Z V <br />WZ� <br />w <br />� <br />J O <br />d0' <br />111 <br />i <br />O <br />N <br />N <br />N <br />N <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />CD <br />N <br />N <br />O <br />N <br />O <br />CD <br />CDC <br />O <br />O <br />O <br />CD <br />CD <br />I <br />Z <br />O <br />NLo <br />W000o0 <br />,, <br />I <br />I <br />i <br />UD <br />N <br />In <br />i <br />i <br />' Cr <br />V � <br />Z - <br />W <br />Z <br />¢w <br />4-a <br />O <br />w <br />Z <br />Q <br />U <br />wo_o <br />UUU) <br />Z)z> <br />Lo -0 <br />O <br />ow° <br />Q <br />Z <br />a�a <br />*� <br />= <br />mftw <br />N <br />°o0 <br />z= <br />LQL1 <br />'< <br />� _ <br />■ ■ <br />CD <br />O <br />zwo <br />U <br />azU-O <br />z <br />�z <br />OU <br />O <br />o- <br />z <br />¢ <br />Z <br />W <br />W c� <br />0 <br />LAST PLOT DATE <br />• <br />December 14, 2022 <br />ZO <br />2ND FLOOR <br />ROOF <br />FRAMING PLAN A <br />