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30'-0" � - I - 30'-0" <br />FTFf.F <br />c <br />Lr <br />SECOND FLOOR - FLOOR FRAMING PLAN- ELEVATION A <br />1/411=1-0 <br />yv� U U U U U U J �1P <br />CJ1A <br />CJ3A <br />CJ5A <br />U=1053# <br />EJ7A <br />zi: <br />U=1063# <br />CJ1A <br />CJ3A <br />N <br />r` <br />CJ5A <br />A6G <br />DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED)�� <br />�' A5 <br />' A4 <br />A3 <br />0 <br />BOTTOM CHORD CAN BE REMOVED <br />IN FIELD IF NEEDED Q <br />M <br />ATTIC <br />ACCESS' A1A <br />71/ <br />AHU <br />Al <br />Al <br />_7' <br />A3 <br />0 <br />DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />A4 <br />BID <br />A5 <br />U=1088# U=1008# <br />CJ5A <br />CJ3A <br />CJ1A <br />EJ7A <br />W <br />116. <br />A7G <br />J <br />C3 <br />c <br />0 <br />N <br />U <br />P <br />1;7 <br />Q ¢ Q <br />U U U <br />6'-0" <br />12'-0" <br />�L V-2 1 /2" 7 7/8' <br />U <br />19'-10 3/8" <br />SECOND FLOOR - ROOF FRAMING PLAN- ELEVATION A <br />1 /411 = 1 II-0" <br />SHINGLE ROOF <br />12 <br />51 <br />12 <br />HEEL= 1'-0 1/8" <br />PLUMB <br />CUT <br />TRUSS HELD BACK <br />3/4" PLYWOOD <br />r— 3/4" SUBFLOOR <br />WALL HT. BASED <br />ON V-8" A.F.F. <br />HANGER CHART <br />J L = HUS 26 (SIMPSON) <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. USEMT 20' R 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 CUTBACK 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 />ik <br />rvV <br />�a <br />r 1 Jk o <br />Pt�P \fie <br />�otd\�`o�ay <br />Total Truss Quantity = 98 <br />HEEL= 4 1/16" <br />Labeled End Mark <br />ATTENTION' <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT BCSI -B1 <br />30' Span or less 30' to 60' pan <br />Spreade Bar <br />60 degrees <br />or less <br />1 /2 �l f� 2/3 to 1 /2 <br />line span approx. Tag line span approx. <br />REFER TO BCSI -131 <br />Truss must be set this way if crane used. <br />Truss is an example, your truss may not match. <br />Ins;st 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-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 />1111h.- <br />ROOF DESIGNED FOR <br />RUN Wa <br />ALL REACTIONS OVER 5000# <br />AND UPLIFTS OVER 1000# <br />ARE SHOWN ON ENGINEERING. <br />WALL KEY <br />a�'", •"ama <br />ME 01010 LIM�I�� <br />DESCRIPTION INIT. DATE <br />created from 7A2 2386B A.S. <br />2/16/2017 <br />LC9 JTH <br />12/13/17 <br />CHANGED HANGERS TO SIMPSON RDP <br />03/13/18 <br />REV. RE'S JRH <br />8/30/18REMOVE <br />ERA01 <br />SCAB FROM B2 JRH <br />9/5/18UP <br />LOAD DUE TO DIFF @ LC9 HMT <br />1/10/20 00UPDATED <br />FOR LCA SHM <br />1/18/2021 <br />CARPENTER <br />-� <br />CONTRACTORS <br />AMERICA <br />3900 AVENUE <br />G. N, W, <br />WINTER <br />HAVEN FLORIDA 33880 <br />PHONEI <br />(800) 959-8806 <br />FAXI <br />(863) 294-2488 <br />BUILDER :LENNAR HOMES CENTRAL <br />PROJECT:VAROIUS <br />MODEL :2382 Garfield <br />CCA PROJ/MODEL/ALT <br />7A2 / 2382A <br />ALT DESC <br />OTC <br />LOT BLOCK <br />rDESIGNER PAGE <br />A.S. <br />DATE <br />2 16 201'7 <br />LAN �333531R <br />EE <br />4 <br />l OF-F_o <br />o <br />- ` <br />A <br />N <br />J DLID <br />N <br />M•. <br />t <br />00 <br />LU <br />.o <br />w <br />0 <br />z <br />/N <br />> O ^ o <br />0 M N ti <br />:n <br />t' <br />V -0-0- 1 M <br />M <br />O <br />`� r$ <br />-2 <br />Z Us3 <br />•^N, <br />lJJ QN C <br />L 00 E, <br />W <br />.m <br />a <br />LIJF-~ <br />WW w <br />U,J W OZ�Y <br />000M¢ <br />W0 W <br />Q Q c.i <br />�5- cn tiU01 9? <br />:)aX =Ii022001.-QH <br />a(n0R9OZtR0080°z <br />00 <br />can o z <br />cnuJa�inwwWV5Xw7d-p <br />ZLLOLU <br />�o�°ZWQOQ <br />OW o o <br />Li. <br />Q O F- LL <br />II <br />O <br />Z CN <br />O� <br />D) J I,- <br />M <br />O <br />Q U) M � <br />J <br />co LL <br />U ti <br />z <br />W M <br />00 <br />< >- < <br />Z U <br />Wz <br />WO <br />J <br />O <br />d0' <br />N <br />N <br />O <br />N <br />r- <br />N <br />1 <br />V <br />O <br />O <br />O <br />C)tD <br />•— <br />W <br />�— <br />C) <br />N <br />O <br />N <br />O <br />N <br />r <br />N <br />r <br />N <br />CV <br />Oao00oo <br />0) <br />N <br />00 <br />OO <br />N <br />c0 <br />OO <br />M <br />V­ <br />N <br />O <br />M <br />N <br />4 <br />O <br />O <br />O <br />r— <br />� <br />o <br />o <br />0 <br />0 <br />0 <br />0 <br />0 <br />(d <br />0 <br />ti <br />N <br />I Cn <br />I V I <br />LO <br />I <br />1 <br />CO <br />coZ <br />z <br />—Z° <br />WL) <br />W W U)O� <br />> <br />� <br />0 <br />Uo—o <br />� <br />(� <br />0 LU <br />W <br />Z <br />W=Q <br />Q <br />N <br />t=nI-zZ <br />V <br />Z J <br />00 <br />�2ZW <br />M <br />�ZZIL <br />N <br />w N <br />O-32z <br />2 <br />Q <br />0 <br />U) <br />Lzz <br />• <br />Z <br />Z <br />F-U <br />g <br />Ou <br />0 <br />m <br />� <br />z <br />A4 <br />Z <br />J <br />C14 <br />N <br />W <br />O <br />o <br />LAST PLOT DATE <br />>(V <br />Apr. 26, '22 <br />Z <br />; ; <br />O <br />2ND FLOOR ROOF <br />J <br />FRAMING PLAN A <br />