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0 <br />0 <br />1 <br />zo <br />N <br />Fo <br />co <br />r <br />rn <br />0 <br />�t <br />30'-0" <br />22'-6 3/4" I. T-5 1 /4" <br />R= 6219 <br />FT2GE / <br />R;-571� <br />F1 <br />II <br />II <br />II <br />l� <br />F <br />Q <br />A <br />2VT77 <br />-_ <br />Do <br />II <br />II <br />J <br />J <br />0 <br />I � <br />J <br />UL <br />it <br />I j <br />I � <br />i <br />2 <br />(4) STUD C O\__j UMN <br />S4 <br />R= 6736 <br />R=6219# <br />1 <br />I <br />I <br />H <br />W <br />I <br />I <br />I <br />6-9 1 /4" <br />IF <br />II <br />Q :_nc� <br />.ley:?c`f` :"-i•�?:�_' <br />I <br />cli <br />4 <br />h t, <br />19 <br />LL <br />F <br />_1 <br />r 1 <br />FT7A <br />r 1 <br />r 1 <br />1 <br />r 1 <br />r 1 <br />r 1 <br />r 1 <br />r <br />FT7 <br />FT7 <br />4'-4" <br />5'-8" <br />V-8" <br />4'-0" <br />6-0" <br />2'-4" <br />6'4" <br />5'-8" <br />14'4" <br />30'-0" <br />1 <br />SECOND FLOOR - FLOOR FRAMING PLAN (ELEVATION B <br />1 /4it = 1'-011 <br />1 <br />m <br />1 <br />001 <br />0 <br />Zo <br />O <br />zo <br />T <br />CD 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 />t") LO <br />ycij U U C� <br />O KEYNOTE LEGEND <br />KEYNOTE <br />ANNOTATION <br />1 <br />BEARING WALLS <br />O2 <br />A/C CHASE <br />O3 <br />22"X36" ATTIC ACCESS <br />O4 <br />STAIRS AREA <br />LO Cl) <br />U U C) <br />CJ1 <br />E. <br />7 <br />CJ1 <br />o <br />CJ3 <br />CJ3 0 <br />I <br />1 <br />ti <br />ti <br />CJ5 <br />CJ5 <br />A7G <br />U=1020# U=1020# <br />A6 <br />A4 <br />o <br />1 <br />A3 <br />0 <br />1 <br />(V <br />2 <br />Q <br />I <br />o <br />3 <br />r; <br />v <br />A2 <br />0 <br />0 <br />A4 <br />A5 <br />U=1225 # <br />A8G <br />CJ5A <br />17 <br />O <br />I� <br />I <br />CJ3A <br />1777 <br />Lu <br />EJ7 <br />O <br />CJ1A <br />Q <br />co <br />U <br />0o <br />' <br />U U <br />m <br />d' <br />I, <br />00 <br />B3GE <br />-1 <br />o <br />1 <br />� <br />o <br />10'-0" <br />5'-8" <br />SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION B' <br />" = 1'-011 <br />1 /4 <br />REFER TO ENG. <br />PACK FOR <br />CONNECTION <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 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 />HEEL= 12 <br />FIELD VERIFY � <br />PLUMB <br />CUT 2X4 <br />CT 2 8 2022 <br />VR/\ % <br />Virtual Review Assist, Inc. <br />Plans Review completed and approve' <br />th th 2020 FBC 7th F�iitiov <br />12" <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 />HANGER CHART <br />la'r compliance W1 a, <br />y Debra Anne >ttal�r 1'f(2300 a e H U S 26 (SIMPSON) <br />REFER TO ENG. <br />PACK FOR CONNECTION <br />CJ5 <br />CJ3 �J O CJ3 <br />O v <br />ti LO <br />CJ1 Cl)CJ1 U <br />U <br />V-0 5/16" 2'-0" <br />TYPICAL 5' SETBACK CORNER -SET <br />LABELING AND SPACING <br />U <br />V-0 5/16' 2' <br />TYPICAL 7' SETBACK CORNER -SET <br />LABELING AND SPACING <br />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 -B1 <br />30' Span or less 30' to 60' <br />Spreadei <br />60 degrees <br />\. .l or less <br />1/2 I I 2/3 to 1..2 <br />line I span approx. Ta line r span appro;. <br />REFER TO BCSI -B1 <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-B1 FOR ANY ADDITIONAL <br />BRACING DETAILS. <br />ROOF LOADING SCHEDUL <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 />WILD SPD/TYPE= 145 <br />E3LDG 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 />`1'PI 201 4 <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 SCHEDUL <br />TCLL = do 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 />r <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 />0F AMERICA <br />3900 AVENUE <br />G, N. W. <br />WINTER <br />HAVEN FLORIDA 33880 <br />PHONE, <br />(800) 959-8806 <br />FAX: <br />(863) 294-2488 <br />BUILDER :LENNAR TAMPA <br />PROJECTVARIOUS <br />MODEL 9-21-6 <br />CCA PROJ/MODEL/ALT <br />A2/ 221 6B <br />ALT DESC <br />OTC: <br />SLOT BLOCK: <br />DESIGNER PAGE <br />RFS <br />DATE <br />8/23 16 <br />LAN# SCALE <br />N3292 32R 1,111111114 "-1' <br />N <br />N <br />O <br />N <br />LO <br />O <br />• s <br />w <br />U') <br />$ <br />kj � p s AA <br />Q <br />W <br />�. 1 <br />2 <br />Iw <br />< <br />O <br />V <br />p <br />W <br />z <br />Q <br />LO E <br />�� O <br />\ L ,> <br />� <br />V)M <br />N V -0-0O� co <br />r1 <br />w _ CO <br />E i O <br />C O 2 <br />o <br />Q <br />t U��41, <br />V) V Lu Q :;� <br />a)L co E ,2) <br />W <br />�L v; zFO�- <br />O�~ Uj <br />Q 0' Uj _j ofq~ <br />w Z <br />J�X o° <br />nn- ooQ�aQo�mlla <br />U)E <br />Cf <br />(nWn �Q <br />W zWW0 <br />ZV0_ <br />O <br />W <br />�0oQQFn z2Q1QO <br />YZLL ZQQ <br />OX 0 oW <br />o <br />�Q LLQ <br />O <br />0 <br />Z CV <br />OLjj <br />14 <br />U ti <br />() O <br />z <br />Q M L0 <br />CL <br />LL 14' <br />CM <br />Z V <br />Z3: <br />LU <br />O <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />O <br />O <br />O <br />r <br />0 <br />N <br />o <br />N <br />I� <br />N <br />N <br />N <br />N <br />Q,N <br />O <br />N <br />® <br />O <br />CDO <br />O <br />o <br />N <br />O <br />1 <br />1 <br />Z <br />O <br />(y Lo <br />W <br />o <br />0 <br />0 <br />0 <br />0 <br />1 <br />I <br />/ � <br />> <br />N <br />M <br />V' <br />L6 <br />' C <br />M V) <br />}~ <br />zz <br />W <br />Qw <br />A—'1 <br />O <br />W <br />z <br />0 <br />U <br />ozz <br />WOO <br />Uzi:) <br />5; <br />LO -0 <br />O <br />ono <br />Z <br />aWQ- <br />� <br />F— <br />WWQ <br />= <br />m�W <br />N <br />z�O <br />°� <br />W�� <br />. . M <br />Q <br />O <br />zwo <br />O <br />U <br />WLL <br />Z <br />z <br />a <br />az <br />• <br />O 0 <br />Z <br />z <br />z <br />Lli_j <br />� <br />o <br />O <br />LAST PLOT DATE <br />• <br />July 21, 2022 <br />Z 0 <br />J <br />2ND FLOOR ROOF <br />FRAMING PLAN B <br />