Laserfiche WebLink
w -v <br />FRAMED BY <br />BUILDER <br />26-J" <br />2'-0 3/4' <br />ao <br />M <br />CN <br />00 <br />r- <br />W <br />LL <br />FT5 <br />F <br />r)01 <br />LL <br />BEARING <br />HEADER <br />TB <br />_— <br />' <br />\FC'A <br />\ rA <br />, <br />__ _ <br />BELOW <br />II <br />II <br />II <br />II <br />II <br />------- <br />ETS <br />II <br />II <br />II <br />r <br />CD <br />FT7 <br />j11L,q1Z11A,L <br />INT. B <br />Vl////.a <br />/z// <br />/xvl//� <br />ARING <br />WALL <br />CV <br />FT7 SEq ON TOP <br />OF FT3A <br />II <br />LINE OF <br />FLOOR I L_______ <br />ABOVE I (-------- <br />II <br />II <br />II J <br />I' >Q <br />I I > <br />z <br />II w <br />II m <br />II <br />�I H <br />II z_ <br />C_J <br />A. <br />f O <br />BEARING <br />WALL <br />LL <br />- <br />FT2G <br />4" CANTILEVER <br />2X8 LEDGER FASTENED TO EACH STUD W/ (2) <br />1/4"X5" LAG SCREWS. FASTEN TRUSSES TO <br />LEDGER USING SIMPSON LUS262 HANGERS <br />8'-8" <br />W <br />C� <br />LL <br />SECOND FLOOR - FLOOR FRAMING PLAN ELEVATION B <br />1 /—T11 = 1'-011 <br />0 <br />N <br />v <br />0 <br />00 <br />0 <br />00 <br />0 <br />n <br />l <br />1 <br />30'-0" <br />U <br />U <br />U <br />U <br />U <br />U <br />U=1016# A5G <br />U=1016# <br />A4 <br />A3 <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />A2B <br />A2 <br />Q <br />rATTIC <br />A2A <br />A3 <br />_z_ <br />A4A <br />DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />= 1302# A6G <br />W <br />I? <br />MVK4 <br />6 <br />B2 <br />M <br />LO <br />B3 <br />B4GE <br />8'-8" <br />C1GE <br />21'-4" <br />SECOND FLOOR - ROOF FRAMING PLAN ELEVATION B <br />1 /4it = 1'-011 <br />Total Truss Quantity = 93 <br />�I <br />16 <br />21_OH <br />11'�ICAL 51 5�TACK <br />CO�N��5�1" �AC3��ING <br />ANb 5FACIN6 <br />0 <br />CJ <br />CJ <br />0 <br />ti <br />CJ <br />r? ro LNG, <br />PACK FOP <br />CONNPC110N <br />/N8 <br />CJ1 <br />U <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 />o ALL VALLEY KITS MARKED "VK" OR "MVK" ARE <br />CONVENTIONALLY FRAMED. PLEASE REFER TO <br />ENGINEERING PACK FOR DETAILS <br />0 <br />00 <br />NOTES: <br />• FLOOR TRUSSES ARE CUT BACK 3/4" FROM <br />• EXTERIOR BLOCK 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 />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 />v MULTI -PLY GIRDER CONNECTION. <br />EN 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 />5 <br />2�& <br />H��L.- 4-1/16" <br />12 0 <br />P�uMr� cur X <br />O <br />00 <br />i -0A <br />16 <br />2',011 <br />1YF I CAI, 7' 5� 13ACK <br />CO�N��5�1 �VFLING <br />ANb 5FACIN6 <br />MAR 2 5 2023 <br />Virtual Review Assist, <br />Plans Review completed and a roved <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />HANGER CHART <br />A L = HUS 26 (SIMPSON) <br />d a = LUS24 (SIMPSON) <br />J L = THA 422 (SIMPSON) <br />\ = HHUS46 (SIMPSON) <br />Labcicd FrJ Mark <br />ATTENTION I <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT BCSI -61 <br />30' Span or I ss 30' to 60' Span <br />Spreade Bar <br />\ 60 degrees <br />y or less <br />Ir 2/3 to 112 I <br />Ta line span approx. Ta line 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. PLEASE REFER <br />TO BCSI-B1 FOR ANY ADDITIONAL BRACING <br />DETAILS. <br />ROOF LOADING SCHEDULE <br />TCLL = 20 PSF <br />TCDL = 7 PSF <br />BCLL = * PSF <br />BCDL = 10 PSF <br />TOTAL = 37 PSF <br />DURATION = 1.25 % <br />WIND SPD/TYPE = 145 <br />ENCLOSED <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 OVER 5000# <br />AND UPLIFTS OVER 1000# <br />ARE ,SHOWN ON ENGINEERING. <br />LOAD# DESCRIPTION INIT. DATE <br />R/01 <br />BASE LOAD JMD <br />07/01/15 <br />RA01 <br />LC7,EXTENDED FT3A JMD <br />08/07/15 <br />RB01 <br />ADD FT7 JRH <br />10/21/16 <br />RB01 <br />LC9 JTH <br />12/7/17 <br />RB01 <br />CHANGED HANGER TO SIMPSON RDP <br />03/08/18 <br />RC01 <br />REV. FLOOR BRG. JRH <br />3/4/2020 <br />RD01 <br />REV. FLOOR SPLICING JRH <br />8/6/2020 <br />RE01 <br />UPDATED FOR LCA SHM <br />1/15/2021 <br />RF01 <br />ENTRY TRUSSES INTO LEDGER JTH <br />7/30/2 <br />LOAD# DESCRIPTION INIT. DATE <br />RF01 <br />RELABEL ADD 7G4 MAW <br />10-22-21 <br />RF01 <br />DELETE PROJECT 7G4 GSB <br />2/22/2022 <br />RG01 <br />REV. SPACING JRH <br />08/22/2022 <br />L6j�� <br />CARPENTER <br />-� <br />CONTRACTORS <br />�- -- <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 HOMES/CENTRAL <br />PROJECT :TIMBER CREEK <br />MODEL :1873 AMERICAN DREAM/B <br />CCA PROJ/MODEL/ALT <br />.7A2/ 1871B <br />ALT DESC: <br />OTC <br />LOT BLOCK : <br />DESIGNER PAGE <br />JMD <br />DATE 1 <br />07 01 2015 1 <br />LAN# SCALE <br />N319839R 1 4" ' =I <br />,'. ao <br />,A LO <br />Q <br />t <br />W <br />o <br />•` <br />W <br />z <br />Q <br />N <br />^` <br />A, O U-) - <br />W N E <br />> � <br />_W <br />L <br />p M -v <br />N M <br />N <br />j.. <br />V i7 w u a <br />o <br />a LL S o Q <br />•N <br />rU00� <br />LU Qry c <br />N <br />V <br />0 E� <br />LIJ W w <br />Uj <br />HUJ Q Wg_j W9QYz <br />WW Z <br />QS2J"1O3":W", UO,0--�O <br />Q <br />0 <br />p���OZO2200m0ZQU <br />�Oa.�zYOZzU-o< <br />a <br />U) Z <br />a. <br />¢�WOg��-�womoCL <br />LL <br />OW o 0 oy¢q�¢ <br />O <br />O <br />N <br />OW <br />CD��pO <br />ro O <br />Lf) <br />Q J � <br />LU <br />CL a ,M-.i <br />0o <br />z i— <br />z <br />WUJIC:) <br />N <br />N <br />O <br />N <br />i <br />O <br />i <br />N <br />O <br />0 <br />co <br />CO <br />T- <br />CO <br />V-- <br />O <br />r-- <br />O <br />N <br />O <br />O <br />O <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />N <br />O <br />N <br />O <br />O <br />O <br />— <br />O <br />Op <br />Oi <br />N <br />� <br />M <br />CDo <br />c <br />N <br />� <br />0 <br />O <br />0 <br />O <br />00 <br />O <br />O <br />N <br />0 <br />' <br />•L <br />CV <br />> <br />00000 <br />N <br />M <br />' <br />LO <br />CO <br />. <br />ti <br />Lo <br />1 <br />0 <br />Co() <br />Z z <br />_ <br />z O <br />w <br />� <br />W W <br />Q <br />M <br />Q <br />2DRO <br />Q <br />-0 <br />Oa=Q <br />=ca0Z <br />Z 3 W <br />Q <br />0 <br />�2z <br />� <br />rl <br />�zz <br />LU <br />oa2W <br />>_ <br />O <br />00 <br />(0Zcn <br />z �„� <br />Q o <br />• <br />-1d <br />Z <br />g <br />U <br />0 <br />O <br />O <br />00 <br />o' <br />z <br />Q <br />Z <br />J <br />Uj <br />M <br />o <br />O <br />LAST PLOT DATE <br />Dec. 15, 22 <br />Z <br />Q <br />2ND FLOOR ROOF <br />,J <br />FRAMING PLAN B <br />