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C <br />C <br />c <br />30'-0" <br />�Trr_c <br />SECOND FLOOR - FLOOR FRAMING PLAN- ELEVATION B <br />1 /411 = 1'-011 <br />ti <br />CJ1A <br />CJ3A <br />CJ5A <br />CJ5A <br />CJ3A <br />CJ1A <br />�� <br />Q M M Q <br />U U U U U U <br />U=1063# <br />E <br />A <br />U-1063# <br />A6G <br />DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />A5 <br />A4 <br />A3 <br />BOTTOM CHORD CAN BE REMOVED <br />INFIELD IF NEEDED ¢ <br />' <br />ATTIC <br />ACCESS' <br />-7r/ A1A <br />AHU <br />Al <br />Al <br />A3 <br />DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />A4 <br />A5 <br />U-1088# U-1008# <br />EJ7A <br />-4 <br />A7G <br />C3 <br />0 <br />U <br />U U U <br />6-0" <br />12'-0" <br />'-2 1/2" 7 7/8' <br />19'-10 3/8" <br />ZN <br />C E <br />10'-1 5/8" <br />SECOND FLOOR - ROOF FRAMING PLAN- ELEVATION B <br />1/411=1-0 <br />SHINGLE ROOF <br />12 <br />51 <br />12 <br />HEEL= 1'-0 1/8" 2��` HEEL= 4 1/16" <br />PLUMB , <br />CUT — 2X4 PLUM <br />CUT /f <br />12" I. I I 12" <br />(0 <br />TRUSS HELD BACK <br />3/4" PLYWOOD <br />r— 3/4" SUBFLOOR <br />�A <br />CJ1A <br />CJ3A <br />N <br />CJ5A <br />91 <br />2 <br />0 <br />12 <br />bc 12 <br />2X4 <br />1 HANGER CHART <br />WON 8ALL H8" A T. FSF.D J L = LUS 26 (SIMPSON) <br />Total Truss Quantity = 95 <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 CUE TC 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 <br />• EXTERIOR BLOCK 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 />APR 0 8 2023 <br />\f /A <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />ATTENTION! <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />I CONSULT E <br />30' Span or less <br />60 degrees <br />. or less <br />1/2 _ I I 2/3 to 1/2 I <br />Tag line spanpan appa Tag 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-61 <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-131 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 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 forces from <br />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 />WALL KEY <br />PIN <br />LOAD DESCRIPTION INIT. DATE <br />R/01 <br />created from 7A2 2386B A.S. <br />2/18/2017 <br />R/01 <br />LC9 JTH <br />12/13/17 <br />R/01 <br />CHANGED HANGERS TO SIMPSON RDP <br />03/13/18 <br />RA01 <br />REV. RE'S JRH <br />8/30/18 <br />RB01 <br />REMOVE SCAB FROM B2 JRH <br />9/5/18 <br />RC01 <br />UP LOAD DUE TO DIFF C LC9 HMT <br />1/10/2020 <br />RD01 <br />UPDATED FOR LCA SHM <br />1/18/2021 <br />CARPENTER <br />—� <br />CONTRACTORS <br />OF AMERICA <br />3900 AVENUE <br />0, N. W, <br />WINTER <br />HAVEN FLORIDA 33880 <br />PH❑NE: <br />(800) 959-8806 <br />FAX: <br />(863) 294-2466 <br />BUILDER :LENNAR HOMES CENTRAL <br />PROJECT :VAROIUS <br />MODEL :2382 Garfield <br />CCA PROJ/MODEL/ALT <br />7A2 / 2362A <br />ALT DESC: <br />OTC <br />LOT BLOCK <br />DESIGNER PAGE <br />A.S. <br />DATE <br />2 16 2017 <br />LAN# SCALE <br />N333525R 1 4 L=r <br />f. <br />- Y, <br />OF EL p <br />M <br />N <br />O, <br />o <br />00 <br />LO <br />AR 5 <br />W <br />O <br />W <br />0 <br />Z <br />08 <br />`0 - U <br />_W <br />\ <br />' <M �o d <br />M �7 <br />N <br />V �_ M <br />u <br />LL 8 0 <br />U <br />.NZ <br />0 <br />,�1 <br />L l.N C <br />N <br />�vj <br />>`. O E ^ y <br />06 CD <br />W <br />OWWWW Z IX Z <br />LU <br />CZ20 <br />ro�Oma <br />w <br />ZZWaOO�°z <br />O0jO�UJOW <br />I.- <br />Zz <br />UOZ <br />co <br />0 <br />�Oow9OZHO� <br />W�WOIQ°a <br />U_ <br />pW <br />O� <br />¢ <br />LL <br />s� <br />O <br />Z CN <br />O� <br />Usti <br />O <br />0 M <br />Q U) 00 <br />LL <br />M_ <br />Z0 <br />Wz <br />W <br />J� <br />O <br />N <br />N <br />N <br />CD N <br />ti <br />N <br />4 <br />N <br />� <br />r <br />4 <br />� <br />O <br />N <br />9 <br />N <br />O <br />O <br />O <br />O <br />� <br />co <br />q <br />r <br />M <br />co <br />to <br />W <br />0 <br />CD <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 />O <br />N <br />O <br />to <br />00 <br />O <br />M <br />� <br />N <br />O <br />M <br />C)0 <br />0 <br />� <br />0 <br />O <br />O <br />r- <br />0 <br />C� <br />0 <br />CVO>�NMIVI.O(0►l- <br />� <br />o� <br />O <br />O <br />O <br />O <br />O <br />LO) <br />1 <br />Cr <br />CO <br />(D <br />Z z <br />O <br />C:)_ <br />Wv <br />WWCO <br />Uo-o <br />�0 <br />0- <br />LO-� <br />zWFa <br />~ <br />F—M02 <br />Qf <br />�Z�w <br />%-2zW <br />CLzzILL <br />Cfl <br />Lu <br />Og�z <br />O <br />UL/)ZC0 <br />. <br />SeZ <br />z <br />=a0 <br />U <br />a <br />OU <br />o <br />Ix <br />z <br />Z <br />W <br />_j <br />M <br />Uj <br />M <br />�/�,/ <br />O <br />LAST PLOT DATE <br />>� <br />Mar. 9, 23 t; <br />Z <br />0 <br />2ND FLOOR ROOF <br />J <br />FRAMING PLAN B <br />