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LO <br />C14 <br />(D <br />9 <br />co <br />0) <br />0 <br />22'-6 3/4" <br />30'-0" <br />FT2GF <br />T-5 1/4" <br />R= 6219 <br />N M 0 10 Dim N NW N 11 <br />57- <br />\A <br />1L <br />14 <br />I L 1 <br />)00< <br />W X <br />N <br />Q <br />0 <br />U- <br />---------- <br />L ---------- I I <br />N <br />—A <br />hi, 2:5: <br />X >< <br />1XX <br />(4) STUD CIO UMN-, <br />S4 <br />R= 6736 <br />V\7 <br />\7 <br />Do <br />7 <br />----`,A <br />19 <br />1; <br />U_ <br />A <br />74 <br />V <br />6'-9 1/4" <br />D1 DO <br />7 --------- <br />7 FT jf� <br />A <br />N <br />A <br />LL <br />N <br />ji <br />Y W <br />61-411 <br />V <br />N N <br />LL <br />V <br />FG2 <br />4�3(' F:m <br />un <br />--------------- <br />V <br />FT7A <br />__]MGE <br />FT7 <br />METZ <br />M I % <br />LL <br />4'-4" <br />6-81' <br />4'-0" <br />61-01, <br />E <br />2'4" <br />_X <br />61 -01, <br />5'-8" <br />14'-4" <br />30'-0" <br />SECOND FLOOR FLOOR FRAMING PLAN (ELEVATION B' <br />If= 1-011 <br />1/4 1 <br />19 <br />80 <br />C.0 <br />bo <br />9 <br />�e) <br />C <br />CD LEDGER SCHEDULE <br />TAG <br />ATTACH TO <br />MEMBER <br />PURPOSE <br />ATTACHMENT <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 />W.M <br />0 KEYNOTE LEGEND <br />KEYNOTE <br />ANNOTATION <br />(D <br />BEARING WALLS <br />A/C CHASE <br />22"X36" ATTIC ACCESS <br />STAIRS AREA <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 />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 />��LLS. <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 />PLUMB <br />CUT <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 />Proved HUS 26 (SIMPSON) <br />IC 7th <br />LUS24 (SIMPSON) <br />&1ition by Debra Anne Klahr PX2300 <br />SECOND FLOOR ROOF FRAMING PLAN (ELEVATION B' <br />llf= 1-011 <br />1/4 1 <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 />9 CJ3 <br />L0 <br />Ci C?) <br />L) <br />1'-0 5/16' 2'-0" <br />11 <br />TYPICAL 7`SETBACK CORNER -SET <br />LABELING AND SPACING <br />THA 422 (SIMPSON) <br />Total Truss Quantity 106 <br />ATTENTtON! <br />30'Soanlor less <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30'BY THE PEAK <br />CONSULT BCSI -B1 <br />60 degrees <br />or less <br />30'to 60' <br />1/2 —3 0 __1 <br />line —span a�Trox. jline I sPa2nL1PPr0'x/2 <br />1 REFER TO BCS1 -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-131 <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-Bl 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 11 <br />WIND IMPORTANCE FACTOR <br />UPLIFTS BASED ON 9.2 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 />additional 10# psf non -concurrent botto c ord live <br />FLOOR LOADING SCHEDULE <br />40 <br />TCDL = 10 PSF <br />BCDL = 5 PSF <br />FLOO JE <br />Tc LL s F <br />c D s F <br />c P S <br />[B D L F <br />TOT PS <br />TOTAL 55 PSF <br />ROOF DESIGNED FOR <br />SHtNGLE <br />ALL REACTIONS <br />ARE SHOWN ON ENGINEERING. <br />WALL KEY <br />r7/� <br />LOAD# DESCRIPTION INIT. DATE <br />R/01 <br />NEW JOB GEW <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 <br />12/1217 <br />RA01 <br />CHANGED HANGERS TO SIMPSON RDP <br />03/12/18 <br />RB01 <br />REV. FG1 WEBS JRH <br />315/19 <br />RC01 <br />REV FLR RE'S HMT <br />11/29/19 <br />01 <br />REV, FLOORS PER REDLINE JRH <br />ARPENTER <br />CONTRACTORS <br />—OF <br />AMERICA <br />3900 AVENUE <br />& 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 />LOT BLOCK <br />rDESIGNER PAGE <br />RFS <br />DATE <br />8/23/16 <br />LAN# SCALE <br />N329232R 1/4 11=11 <br />CN <br />04 <br />C) <br />-.1 00.� % <br />j <br />ce) <br />LO <br />C� <br />00 <br />tQ� <br />LO <br />< <br />z <br />LU <br />0 <br />z <br />< <br />L0 a) L6 E <br />0 0 <br />ky) 64. <br />4__ J C) �2 <br />o U -0 -of <br />4) E = :E c <br />2 <br />-2-9 C-, <br />MINE 0 LL 0 0 < <br />Lon LU <br />U 00 <br />Q) <br />16m C:) <br />CL -0 <br />W LU <br />(D W <br />0 LU 0 1­- <br />[if z Of z <br />LU 0 < 002-jo <br />O�:=WLL <br />ij� <br />< <br />C) >< _j W O� 0 z 2 0 <br />Z) 0 1­- <br />C/) W X 0 EE 0 0 0z 0 <br />C0 <br />17WIM E Z:) <br />0 0 <br />CY <br />0 0 z <br />- <br />CL 1,_ U) I < >_ _j <br />IX <br />u) CLDU > OX <br />[L Z�eozz Lli 0 0 IL <br />_1 < 0 W LLI Z 0 IL <br />U_ <br />< LLJ <br />Ly E3 < < <br />0 z <br />0 < < IX <br />< <br />LL l_- LL <br />C:) <br />0 <br />(N <br />Z Uj <br />0 <br />— <br />> c) <br />z0 <br />0 <br />F-: cy) 0 <br />w CY) <br />< '0 <br />o- U) _j <br />2 U) LL 't <br />C6 <br />00 <br />z 0 <br />z <br />Uj <br />C) <br />_j <br />0 <br />LO <br />1 <br />co <br />CD <br />N <br />CD <br />!�! <br />r- <br />C) <br />N <br />C) <br />Q <br />C14 <br />0 <br />CN <br />CD <br />Q <br />C14 <br />CN <br />CD <br />Q <br />C3 <br />CN <br />0 <br />Q <br />— <br />c) <br />00 <br />CD <br />z <br />0 <br />U-) <br />U) <br />C� <br />W <br />. <br />CD <br />CD <br />C) <br />0 <br />> <br />C-� <br />cli <br />4 <br />Ui <br />Cr <br />00 cz) <br />Z <br />4_0 <br />-6-0 <br />LU <br /><Z <br />w <br />Z CO <br />0 <br />cizz <br />'.100 <br />E50Fn <br />-0 <br />LO -0 <br />0 <br />=) z 5; <br />OLLI_ <br />OPO <br />< <br />< <br />z <br />CL <br />'1�2 <br />110 <br />1­- <br />LU < <br />T—i <br />a: <br />W� <br />M,� W <br />2 <br />11711-1 <br />�- �_ <br />0-,0 <br />117.4 <br />z6a: <br />W <br />0- <br />0 <br />>-:rw <br />< �- =) <br />2�2 <br />ZWO <br />W <br />'qr-- <br />< <br />C) <br />:5 LU U- <br />z <br />z <br />0- Z <br />�2 z <br />0 <br />0 <br />z <br />A4.1 <br />< <br />z <br />z <br />W <br />ILL] <br />_j <br />I,- <br />U-) <br />0 <br />> <br />LAST PLOT DATE <br />Z A. -a <br />0 <br />Marel 29, 2022 <br />. <br />2ND FLOOR ROOF <br />_j <br />FRAMING PLAN B <br />