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SECOND FLOOR - FLOOR FRAMING PLAN (ELEVATION A' <br />1 /4" = 1'-011 <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 />O KEYNOTE LEGEND <br />KEYNOTE <br />ANNOTATION <br />CD <br />BEARING WALLS <br />�2 <br />A/C CHASE <br />22"X36" ATTIC ACCESS <br />O4 <br />STAIRS AREA <br />TRUSS NOTES. - <br />THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PANS <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 />3v-U 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME <br />CONNECTIONS. <br />3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO <br />y✓ w w 0 w L �,� TRUSSES W/ MTS16'S. <br />,Z 4. USE HETA20 FOR ROOF TRUSS TO MASONRY <br />CONNECTIONS. <br />5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY <br />CONNECTIONS. <br />CJ1 \ E. 7 CJ1 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME <br />CONNECTIONS. <br />7. THE PREVIOUS CONNECTORS APPLY UNLESS <br />b OTHEWISE NOTED. <br />CJ3 CJ3 0 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR <br />is OTHER CONNECTIONS. <br />CJ5 CJ5 <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 />A7G <br />U=1020# \ �1020# A6 NOTE: <br />j <br />ALL VALLEY KITS MARKED "VK" OR "MVK" ARE <br />'�\ CONVENTIONALLY FRAMED. PLEASE REFER TO <br />A4 <br />ENGINEERING PACK FOR DETAILS <br />\ <br />NOTES: <br />• FLOOR TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR BLOCK <br />A3 o WALLS. <br />N N • FLOOR TRUSSES ARE CUTBACK 1/2" FROM FRAME WALLS. <br />• SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG <br />BACK LOCATIONS. <br />2 SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR <br />WALLS. <br />i <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 />> <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 />? 3 I I q <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 />A2 IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN <br />ORDER TO AVOID REPAIRS. <br />0 0 <br />A3 <br />COLUMN NOTE: <br />REFER TO FOUNDATION PLAN FOR COLUMN SIZES <br />A4 <br />12 <br />A5 12 <br />U=1328# HEEL= <br />A8G <br />B1 PLUMB _ <br />2X4 <br />CJ5A <br />B2 d `e <br />q <br />q \ FIELD VERIFY <br />CO B3 CJ3A <br />TRUSS HELD BACK <br />B4G"� �� cJ1A 3/4" PLYWOOD <br />q C1G 3/4" SUBFLOOR <br />CJ3 C_ C_ C_ <br />CJ3 "' > y C9 <br />CJ3 <br />o C_ co <br />CJ1 <br />Ell <br />J <br />CJ1 <br />O <br />ys WALL HT. BASED <br />ON 8-8 A.F.F. <br />1 W s� <br />LABELED END MARK <br />14'-4" 5'-8" 10'-0" <br />Virtual Review Assist, Inc. HANGER CHART <br />30'-0" Plans Review completed and approve <br />for compliance with the 2020 FBC 7th Edition 4 = HTU 26 SIMPSON <br />by Debra Anne WhirPX2300 (SIMPSON) <br />d a = LUS24 (SIMPSON) <br />J l = THA 422 (SIMPSON) <br />Total Truss Quantity = 134 <br />SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION A' <br />1 /4If = 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 />I <br />U <br />1'-0 5/16" I.2'-0" I.2'-0" <br />TYPICAL 7' SETBACK CORNER -SET <br />LABELING AND SPACING <br />ATTENTION! <br />30' SDanlor 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 <br />1/2 I I 2/3 to 1/2 1 <br />line 1 span approx. Jim f span approx. <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 />(�0enercl 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= 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 />are designed for ASCE 7 —1 6 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 = 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�i� �I�iI��10% <br />LOAD# DESCRIPTION INIT. DATE <br />R101 <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 />3/5/19 <br />RC01 <br />MOVED FG2 BACK &EXTENDED FT7'S ARZ <br />08/24/20 <br />RD01 <br />REV. ENTRY JRH <br />10/30/2020 <br />RE01 <br />NEW CODE LCA MAW <br />1-14-21 <br />CARPENTER <br />CONTRACTORS <br />OF 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 2216A <br />CCA PROJ/MODEL/ALT <br />7A2/ 2216A <br />ALT DESC <br />OTC <br />LOT BLOCK: <br />DESIGNER PAGE <br />RFS <br />DATE 1 <br />8/19/16 <br />LAN# SCALE <br />N329220R 1 4 =1' <br />??? 11/18/02 9:52 AM CCA48.dwg <br />I I <br />0�- � .n <br />1 �m ems' <br />"es ww ` <br />N <br />® t <br />F 4 ,V d ;Yr�f f , 3° <br />a a m ., - �� �✓ <br />N <br />C) <br />N <br />�:a},i a <br />e <br />00 <br />k <br />LO <br />6.N 11 <br />11 <br />W <br />2 <br />O <br />0 <br />w <br />0 <br />z <br />Q <br />SIN > Lo <br />O � o <br />_W L '.M u <br />VAC <br />I. <br />N V -0 % <br />A' w <br />W i t M <br />j O ` o <br />rn 0 <br />V/ } o 0 <br />Q <br />_sue <br />�N U w Qv N <br />W Q E co <br />O'er m <br />WIOaW <br />qua n O~ <br />az0 <br />�.J Oo 2 <br />>�Y � O <br />LL QI— <br />Q <br />Jz <br />Cn Cnw <br />�ofZooOo0drnoZO�E57M <br />ncw�c�nW<O <br />�z IW;W<626 a<LL o <br /><oOz <br />LL Q O F— LL <br />O <br />O <br />Z N <br />0 <br />4 <br />jcU)o <br />(.0 C) <br />coO <br />z <br />Q <br />J <br />U) L L <br />-_ ti <br />U) <br />I— 0_ 0- M <br />0- <br />Ib <br />Z U <br />Z <br />W <br />J� <br />O <br />C <br />O <br />O <br />N <br />O <br />O <br />N <br />N <br />N <br />N <br />oa000 <br />N <br />N <br />N <br />N <br />N <br />N <br />O <br />O <br />N <br />O <br />0000 <br />O <br />O <br />r <br />- <br />O <br />N <br />O <br />1 <br />z <br />NLO <br />w <br />o <br />0 <br />0 <br />0 <br />0, <br />I � <br />00 U) <br />}F- <br />zZ <br />C:)-4­0 <br />� <br />w <br />z� <br />Q <br />U <br />Woo <br />CJC)(n <br />-0 <br />z)z> <br />LO <br />O <br />o�< <br />Q <br />Z <br />a -IL <br />r <br />�p <br />ww< <br />N <br />0 <br />m�w <br />N <br />Zoo <br />w <br />�- <br />Q?z) <br />OU <br />23:2 <br />z o <br />Q <br />gW <br />w,Lof <br />Z <br />az <br />co <br />Z <br />pU <br />o.. <br />_Q <br />W <br />Z <br />z <br />z <br />J <br />W co <br />t_ <br />0 <br />0 <br />LAST PLOT DATE <br />O <br />April 29, 2022 <br />Z �' <br />J <br />2ND FLOOR ROOF <br />FRAMING PLAN A <br />