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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 />30'-0" <br />n <br />yvj � w cs, <br />O KEYNOTE LEGEND <br />KEYNOTE <br />ANNOTATION <br />10 <br />BEARING WALLS <br />0 <br />A/C CHASE <br />O <br />22"X36" ATTIC ACCESS <br />O4 <br />STAIRS AREA <br />C J 1 <br />E <br />7 <br />CJ1 <br />o <br />CJ3 <br />CJ3 0 <br />CJ5 <br />CJ5 <br />U= 1020 <br />1 A7G <br />LU= <br />1020 <br />#0S01=IJ #050I_U <br />A6 <br />A4 <br />o <br />9 <br />A3 <br />0 <br />9 <br />(V <br />r <br />N <br />r- <br />2 <br />> <br />O <br />r; <br />A2 <br />O <br />O <br />A3 <br />A4 <br />A5 <br /># <br />A8G <br />U= 1195 <br />CJ5A <br />O <br />CJ3A <br />9 <br />� <br />EJ7 <br />o <br />CJ1A <br />, <br />W <br />D > <br />0? <br />60 <br />63G E <br />0 <br />r <br />0 <br />14'-4" 5'-8" 10'-0" <br />30'-0" <br />SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION B' <br />1 /411 = 1 1-011 <br />TRUSS MOTES: <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 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 />12 <br />HEEL= 401 _ .� <br />-VkRI ESr_: <br />PLUMB _ <br />CUT — 2X4 <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 />A L = HUS 26 (SIMPSON) <br />�rl a = LUS24 (SIMPSON) <br />J L = THA 422 (SIMPSON) <br />ATTENTION! <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />I CONSULT BCSI -B1 <br />30' Soanlor less <br />60 degrees <br />or less <br />30' to 60' <br />1/2 I } I 2/3 to 1/2 <br />line [___span approx. Ta line span approx. <br />REFER TO BCSI -1131 <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-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 = 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 />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 SCHEDULE <br />TCLL = 40 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 />WALL KEY <br />►�i�i�i�i�i�e� �I�ij��I�y <br />LOAD# DESCRIPTION INIT. DATE <br />R/01 <br />NEW JOB GBW <br />07/23/15 <br />RA01 <br />LC8 RDP <br />11/05l15 <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 />1 11/29/19 <br />RD01 <br />REV. FLOORS PER REDLINE JRH <br />8/25/202 <br />G <br />CARPENTER <br />CONTRACTORS <br />OF <br />OF AMERICA <br />- -- <br />3900 AVENUE <br />G, N, W, <br />WINTER <br />HAVEN FLORIDA 33880 <br />PH❑NEI <br />( 800) 959-8806 <br />FAX: <br />(963) 294-2488 <br />BUILDER :LENNAR TAMPA <br />PROJECT VARIOUS <br />MODEL 2216 <br />CCA PROD/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 1 <br />I=11 <br />??? 11/18/02 9:52 AM CCA48.dwg <br />a� <br />o <br />N <br />° <br />M <br />@ e ® ® <br />F e <br />LO <br />o <br />L <br />��e• A 1 ° <br />LO <br />w <br />O <br />w <br />0 <br />z <br />Q <br />V)^` N LO <br />0 <br />W L a'' U <br />COM ``0 <br />V) <br />(N V <br />E s-' r O <br />TS1 •� p ti to o Q <br />< <br />W L p co <br />W`n W <br />V <br />oLu w Uj WoF- <br />I-Q J of< ZX Z <br />c�tXa0�X LOOO <br />LLLJU00mZU)x0X0 <br />Q <br />=C <br />Z <br />(� <br />0 z <br />YLXC zL0ZOZa,z <br />< i.- W LLI < <br />W <br />- � 23 <br />O Of ❑ � '<<W <br />LL Q O 1.- LL <br />O <br />O <br />z <br />w <br />O� <br />5 ti <br />0 M O <br />M <br />z <br />10- Q U) Ln <br />� U) <br />�O � � <br />< <br />zv <br />z� <br />J O <br />O <br />co <br />Virtu <br />Plans Revi <br />ai R <br />w <br />I <br />vie <br />� <br />Ass <br />I <br />st, <br />for compliant <br />c <br />wit <br />mpl <br />the <br />tell <br />20 <br />nd <br />FB <br />by Deb <br />a <br />7pr <br />i <br />n <br />0 <br />CV <br />O <br />O <br />O <br />N <br />M <br />r- <br />r <br />N <br />� <br />0 <br />0�0 <br />p <br />O <br />0 <br />O <br />N <br />O <br />N <br />O <br />i <br />Z <br />O <br />N Lo <br />W <br />o <br />0 <br />0 <br />0 <br />0 <br />o <br />Li <br />N <br />M <br />Ln <br />O <br />I <br />00 <br />QZ <br />C)}, <br />LU <br />Zw <br />^O <br />Woo <br />U Co <br />� <br />i.i <br />L� <br />o <br />Z <br />goo <br />Q <br />z <br />L-< <br />11,10 <br />F_ <br />W H <br />cor w <br />N <br />ZO= <br />L� <br /><I-� <br />�.. <br />� <br />Z <br />o <br />UaZL_ <br />ZWo <br />z <br />z <br />p0 <br />ow <br />z <br />z <br />W <br />_j <br />Uj C) <br />o <br />N <br />LAST PLOT DATE <br />_ <br />ZO <br />March 23, 2023 <br />J <br />2ND FLOOR ROOF <br />FRAMING PLAN B <br />❑i�r�:-'��C�.-aiu. �.I ..,_��� .-. ,...�.-. ,�. i.. ..;,. ���.�.i,�� i�u.. �n:,Eli u i ..��;��� -.-,t, i.�u.._ a � i�..w.l. _i„_ s,r. ii,a,..a.i�w.i��.��"�r�a�1i��„�A�.�2i�liw;:wi�.iaa��e:.,iT.:TM. � - I <br />