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SECOND FLOOR - FLOOR FRAMING PLAN (ELEVATION A <br />1 /4„ = 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 />Onl nil <br />O KEYNOTE LEGEND <br />KEYNOTE <br />ANNOTATION <br />O <br />BEARING WALLS <br />O <br />A/C CHASE <br />O <br />22"X36" ATTIC ACCESS <br />�4 <br />STAIRS AREA <br />SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION A' <br />1 /4„ = 1'-011 <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 />C J 3 <br />ti <br />CJ1 � U <br />U <br />U <br />V-0 5/16" 1. 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 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 />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 />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 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 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 />I � F12 <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 />am i <br />4 = HTU 26 (SIMPSON) <br />d d = LUS24 (SIMPSON) <br />J L = THA 422 (SIMPSON) <br />Total Truss Quantity = 134 <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 <br />Spree <br />60 degrees <br />,/ or less <br />1 112 I 2/3 to 1/2 _ <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 />rLOAD# 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 />RA01 <br />LC9 JTH <br />12/12/17 <br />RA01 <br />CHANGED HANGERS TO SIMPSON RDP <br />03/09/18 <br />RB01 <br />REV. FG1 WEBS JRH <br />3/5119 <br />MOVED FG2 BACK & EXTENDED FTTS ARZ <br />08/24/20 <br />REV.ENTRY JRH <br />10/30/2020 <br />E <br />NEW CODE LCA MAW <br />1-14-21 <br />CARPENTER <br />—� <br />CONTRACTORS <br />- <br />OF AMERICA <br />3900 AVENUE <br />G, N, W, <br />LINTER <br />HAVEN FLORIDA 33880 <br />PHONE: <br />(800) 959-8806 <br />FAX: <br />(863) 294-8488 <br />BUILDER :LENNAR TAMPA <br />PROJECT VARIOUS <br />MODEL 2216A <br />CCA PROD/MODEL/ALT <br />7A2/ 2216A <br />ALT DESC: <br />OTC <br />LOT BLOCK: <br />fAN <br />ER PAGE <br />S <br />/16 <br />SCALE <br />29220R 1 4 "=1' <br />??? 11/18/02 9:52 AM CCA48.divg <br />M <br />N <br />r>tF ® <br />•`..� ' <br />22 <br />22 <br />�• �: <br />!c, s d <br />in t ��4'• <br />7)t it <br />o <br />00 <br />L0 <br />< <br />LL.I <br />_r <br />o <br />0 <br />w <br />0 <br />z <br />Q <br />a 0 <br />> <br />W 0 0 <br />CY) m ai <br />N 2 <br />t M <br />m <br />} 2 Oo 2 0. <br />O LLo o Q <br />iU <br />• N LL1 Q N <br />V <br />TO 0 E Co <br />v <br />-a <br />V, <br />LU W <br />Ur <br />U <br />0 Uj W 0 <br />I--Q C� J �a�,�zX <br />z <br />Q Q <br />H <br />QOX J�O�TOLLO°00 <br /><00 ZB-II 0Z2C°ZQQ <br />CYU) =9o�Zlo�oomZ <br />JO <br />° <br />O <br />� <br />Z <br />J 0 a� Z Y° Z Z� Q W <br />¢0LU g <br />0� tL <br />(� <br />l__-gwp2v°a <br />012� o = oyzq< <br />QIL <br />U_Q O <br />O <br />O <br />Z N <br />O� <br />U : ti <br />� o <br />p <br />M <br />Q w <br />5��ti <br />M_ <br />Q 00 <br />Q >- <br />Z U f— <br />Z <br />LU <br />Wo <br />J O <br />JCD <br />d' <br />JUI. <br />2 <br />1 202z' <br />Virtual <br />Nvihlih <br />As <br />sijI <br />Plans Review <br />comp <br />tetl <br />n <br />c . <br />pr <br />ved <br />for compliance <br />with <br />the <br />202 <br />FB <br />7th <br />Edit <br />on <br />by De <br />ra Annie <br />ljh <br />* <br />300 <br />N <br />N <br />N <br />N <br />N <br />N <br />UD <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />T <br />O <br />N <br />r <br />0 <br />a <br />O <br />r <br />� <br />k- <br />CD <br />N <br />O <br />N <br />O <br />I <br />i <br />1 <br />Z <br />0 <br />w <br />o <br />0 <br />0 <br />0 <br />0 <br />0 <br />l <br />/ <br />N <br />M <br />V <br />LO <br />O <br />CO <br />Z <br />Z <br />Z <br />QW <br />CD <br />-�-, <br />W <br />Z <br />O <br />U <br />Woo <br />UUU) <br />o <br />0 <br />or> <br />Q <br />Z <br />a�a <br />r <br />l0 <br />I— <br />�WQ <br />m,-w <br />(V <br />I- <br />N <br />Zoo <br />aF-D <br />. . <br />O <br />o <br />O <br />Q <br />gZOf <br />z <br />az <br />3: <br />U_� <br />00 <br />Z <br />1 <br />z <br />z <br />W <br />• <br />W <br />b' <br />o <br />r <br />LAST PLOT DATE <br />• <br />May 8, 2023 <br />Z <br />�--a <br />® <br />. <br />2ND FLOOR ROOF <br />_I <br />FRAMING PLAN A <br />