Laserfiche WebLink
c <br />c <br />C <br />SECOND FLOOR - FLOOR FRAMING PLAN (ELEVATION A' <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 />CJ1 <br />o CJ3 <br />0 <br />(V <br />0 <br />d- <br />CJ5 <br />CJ5A <br />O <br />CJ3A <br />1 <br />00 <br />d <br />CJ1A <br />0WIN <br />O KEYNOTE LEGEND <br />KEYNOTE <br />ANNOTATION <br />1O <br />BEARING WALLS <br />O <br />A/C CHASE <br />O3 <br />22"X36" ATTIC ACCESS <br />O <br />STAIRS AREA <br />co LO M fM r <br />U U U U U U <br />E <br />7 <br />F� <br />A7G <br />U-1020# U-1020# <br />---_ <br />A6 <br />A4 <br />A3 <br />�y <br />2 <br />Q <br />3 <br />A2 <br />A3 <br />A4 <br />A5 <br />U-1328# <br />A8G <br />131 <br />P <br />`L <br />J y <br />_ <br />U <br />e <br />B2 <br />e <br />B3 <br />P 17" y <br />EJ7 <br />- <br />B4G <br />C1G <br />LO <br />U CJ3 <br />J3B � <br />U U <br />e <br />W <br />CJ1 <br />s" 1 <br />M <br />U U <br />Cl) C <br />U U <br />10'-0" <br />5'-8" 14'-4" <br />30'-0" <br />SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION A <br />1 /411 = 1'-0" <br />REFER TO ENG. <br />PACK FOR <br />CONNECTION <br />CJ3 <br />O <br />Ln <br />CJ1 CO3 <br />U <br />U <br />1'-0 5/16" ( Z-On I V-0 5/1 <br />1 � <br />CJ1 <br />CJ3 0 <br />ti <br />CJ5 <br />0 <br />N <br />v <br />T <br />CJ3 - <br />0 <br />E0 <br />CA <br />times <br />REFER TO ENG. <br />PACK FOR CONNECTION <br />CJ5 <br />CJ3 <br />CJ1 co <br />U <br />6" U <br />�. 2'-0" 2'-0" �. <br />TYPICAL 5' SETBACK CORNER -SET TYPICAL 7' SETBACK CORNER -SET <br />LABELING AND SPACING <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 />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 />nC_F_L- 'IZ <br />FIELD VERIFY 12 <br />PLUMB <br />CUT — 2X4 <br />FIELD VERIFY <br />TRUSS HELD BACK <br />3/4" PLYWOOD <br />r-- 3/4" SUBFLOOR <br />WALL HT. BASED <br />ON 8'-8" A. F.F. <br />LABELED END MARK <br />HANGER C HART <br />a = HTU 26 (SIMPSON) <br />d a = LUS24 (SIMPSON) <br />J L = THA 426 (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' to 60' pan <br />30' Span or less S <br />Spreader Bar <br />\ 60 degrees <br />Y or less <br />2/3 to 1 /2 _ I <br />Ta line span approx. Ta line r 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 />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 ADDITIONAI <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 —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 liA <br />load. <br />FLOOR LOADING SCHEDULE <br />TCLL = 40 PSI <br />TCDL = 10 PSI <br />BCDL = 5 PSI <br />TOTAL = 55 PSI <br />Fl- <br />ROOF DESIGNED FOR <br />SHINGLE <br />ALL REACTIONS <br />AND UPLIFTS <br />ARE SHOWN ON ENGINEERING. <br />WALL KEY <br />LOAD 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 />3/5/19 <br />RC01 <br />MOVED FG2 BACK & EXTENDED FITS 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 />-� <br />CONTRACTORS <br />OF AMERICA <br />3900 AVENUE <br />G, N, W, <br />WINTER <br />HAVEN FLORIDA 33880 <br />PHONE1 <br />( 800) 959-8806 <br />FAk <br />(863) 294-2488 <br />BUILDER :LENNAR TAMPA <br />PROJECT VARIOUS <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 1918 <br />LAN# SCALE <br />N329220R 1 4 "=1' <br />CO <br />^Y <br />AI <br />o <br />N <br />co <br />+ <br />f 1 <br />co <br />+® <br />@@ �(/�1ys opp <br />- SIJ R^us <br />Ln <br />0 <br />00 <br />LO <br />O+ <br />• <br />2 <br />O <br />W <br />0 <br />z <br />Q <br />U1 W W LX) N <br />% <br />q U <br />cy)c) <br />:D M y� <br />to `% � O m U � <br />t M <br />o � o <br />V_! i i� <br />•Ln f' LL.I QN C <br />W L E00 . � Lm <br />LLJ LLj <br />LLI <br />w <br />Ld W J W 2 0 <br />�Dg_j00 <br />Q <br />cnLL00 <br />0 <br />=�Siro_Z-0 00 zz�L) <br />U2Z <br />wfn=�Q=}J <br />JO <br />O <br />Z <br />(nwLL W <br />Q�< WQcZWzO��pd <br />LL <br />O W �_ M W Z Q <br />Q Q <br />OQ O O= OQQ� <br />LL LL <br />a� <br />O <br />O <br />Z <br />W <br />U) <br />CM O <br />Q V) CY) Lq <br />LL <br />NT <br />I--Wa_M <br />Z U <br />Wz <br />W <br />J0 <br />CD <br />s• <br />AY <br />' <br />O <br />Z 2 <br />23 <br />, <br />irtu <br />I Re <br />iew <br />. <br />ssl <br />t, Inc. <br />Ptans flevie <br />co <br />ple <br />ed <br />nd a <br />pro <br />ed <br />for <br />compti <br />nce <br />wit,the <br />202 <br />FBC <br />7th <br />diti <br />n <br />b <br />DebraiA <br />n <br />to r <br />PX2 <br />00 <br />L <br />O <br />O <br />O <br />— <br />(V <br />CO <br />N <br />N <br />O <br />N <br />O <br />O <br />c <br />o <br />O <br />�. <br />� <br />r <br />o <br />C3 <br />0 <br />N <br />o <br />I <br />I <br />Z <br />O <br />ILL!o <br />CD <br />o <br />0 <br />0 <br />o <br />CV <br />M <br />11 4 <br />6 <br />6 <br />i <br />000 <br />¢z <br />W <br />O <br />-IM•-I <br />4-1 <br />W <br />z <br />Oz z <br />0 <br />Woo <br />pz5 <br />O <br />°I-0 <br />Q <br />Z <br />d-�aa <br />�-o <br />F- <br />reWa <br />m � W <br />N <br />Zoo <br />C0 <br />2 <br />O <br />ZWO <br />>_ <br />O <br />z <br />U <br />gLU Z� <br />az <br />� <br />pU <br />_0 <br />W <br />z <br />Q. <br />Z' <br />� <br />J <br />W <br />'Y^ <br />, <br />~ <br />N <br />O <br />LAST PLOT DATE <br />. <br />March 31, 2023 <br />Z <br />O <br />2ND FLOOR ROOF <br />FRAMING PLAN A <br />