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z <br />00 <br />F_ <br />M <br />N <br />T <br />t- <br />t- <br />00 <br />t- <br />N <br />CA <br />t- <br />N <br />O <br />K <br />w <br />C9 <br />L0 <br />2'-0 3/4" <br />THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRAWINGS AND ARCHITECTURALS SUPERCEDE THIS DOCUMENT. <br />ESTE ES UN PLAN DE COLOCACI6N TRUSS. EST,A DISEIVADO PARA AYUDAR EN LA INSTALACI6N DE TRUSSES. LOS DIBUJOS Y ARQUITECTURAS DE INGENIERIA DE INGENIERIA SUPERAN ESTE DOCUMENTO. <br />NOTE: <br />NOTE: <br />MULTI -PLY GIRDER CONNECTION. <br />DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL <br />NOTE: <br />ALL PLIES SHALL BE FASTEND TOGETHER (BOLTS, NAILS, AND OR SCREWS) PRIOR TO <br />NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT <br />ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY <br />INSTALATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING <br />CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 <br />THE TRUSS OR TRUSSES, AND MUST BE INPLACE AND IN SERVICE BEFORE THE TRUSSES <br />SHEETS. <br />ARE SET IN ORDER TO AVOID REPAIRS. <br />NOTA: <br />NOTA: <br />NOTA: <br />CONEX16N DE VIGA MULTIPLES. <br />NO CORTE NI ALTERE LOS TRUSSES SIN EL CONSENTIMIENTO DE ESTA OFIGINA. NO SE <br />TODAS LAS PAREDES DE RODAMIENTO DEBEN SER DISENADAS ADECUADAMENTE PARR <br />TODAS LAS CAPAS SERAN RAPIDAS JUNTAS TORNILLOS CLAVOS Y O NILLOS ANTES DE ( T R ) <br />ACEPTARAN CARGOS ANTERIORES SIN APROBACION PREVIA FOR ESCRITO DE NUESTRO <br />LLEVAR LAS CARGAS IMPUESTAS FOR LOS TRUSS 0 TRUSSES, Y DEBEN EVTAR EN LUGAR Y <br />LA INSTALACION Y ANTES DE APLICAR CUALQUIER CARGA. POR LAS HOJAS DE INGENIERIA <br />DEPARTAMENTO DE SERVICIO EN CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 <br />EN SERVICIO ANTES DE QUE LOS TRUSSES SE CONFIGUREN PARA EVITAR LAS <br />SUMINISTRADAS. <br />REPARACIONES. <br />30'-0" <br />26-0" <br />FRAMED BY <br />0Uiw1__r_% <br />O <br />CV <br />N <br />C <br />� t <br />M <br />M <br />O <br />N <br />SECOND FLOOR - FLOOR FRAMING PLAN ELEVATION A <br />1 /411 = 1'-0„ <br />PLUM <br />7A. An <br />SECOND FLOOR - ROOF FRAMING PLAN ELEVATION A <br />1 /411 = 1'-011 <br />REFER TO Ef <br />PACK FOR <br />CONNECTION. <br />2 0 CJ3 <br />5 - 7� <br />Ln CJ 1 co <br />U <br />0II II <br />1'-01 L <br />2,_0„ <br />REFER TO E-f <br />PACK FOR <br />CONNECTION. <br />CJ5 <br />UjI CJ3 <br />i� <br />_ U <br />CJ1 � <br />U <br />U <br />1-01 6>, <br />TYPICAL 5' SETBACK 2'-0" <br />CORNERSET LABELING TYPICAL 7' SETBACK <br />AND SPACING CORNERSET LABELING <br />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 OR H1OA 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 H1OA 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 />HANGER CHART <br />A L= HUS 26 ( S I MPS❑N) <br />di = LUS24 (SIMPSON) <br />A \= HHUS46 (SIMPSON) <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 -131 <br />30' Span or I ss 30' to 60' Span <br />Spreader Bar <br />60 degrees <br />or less <br />I 1/2 I 2/3 to 1/2 I <br />Ta line I span approx. Ta line span approx. <br />REFER TO BCSI -1131 <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 and flat <br />girders have the top chord partially painted green <br />to be installed green side up. <br />All hangers to be Simpson HUS26 unless Otherwise <br />2) noted. <br />All truss spacing is 24" O.C. unless otherwise <br />3) noted. <br />Per Truss Plate Institute SCSI-131 recommendation <br />4) permanent X-bracing should be placed at a <br />maximum spacing 15' O.C. across the span, to <br />be repeated at a maximum of 20' between each <br />X-brace throughout the structure. <br />Please refer to SCSI-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 <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 SCHEDUL <br />TCLL = 40 PSF <br />TCDL = 10 PSF <br />BCDL = 5 PSF <br />TOTAL = 55 PSF <br />UPLIFT BLOCK <br />LOAD DESCRIPTION INIT. DATE <br />R/01 <br />BASE LOAD JMD <br />06/26/15 <br />RA01 <br />LCT EXTENDED FT3A JMD <br />08/06/15 <br />RB01 <br />MADE FT3A TOW PIECE JRH <br />10/31/16 <br />R801 <br />LC9 JTH <br />12/7/17 <br />RB01 <br />CHANGED HANGERS TO SIMPSON RDP <br />03/08/18 <br />RC01 <br />REV. RE's JRH <br />11/22/19 <br />RD01 <br />REV/ FLOOR BRG. JRH <br />3/4/2020 <br />RE01 <br />REV. FLOOR SPLICING JRH <br />8/6/2020 <br />RF01 <br />UPDATED FOR LCA SHM <br />1/15/202 <br />D �Ec <br />CARPENTER <br />—E�Eff.— <br />CONTRACTORS <br />OF AMERICA <br />3900 AVENUE <br />& N. W, <br />WINTER <br />HAVEN FLORIDA 33880 <br />PHONEI <br />(800) 959-8806 <br />FAX: <br />(863) 294-2488 <br />BUILDER :LENNAR HOMES/CENTRAL <br />PROJECT:VARIOUS <br />MODEL :1873 AMERICAN DREAM/A <br />CCA PROJ/MODEL/ALT <br />.7A2 1871A <br />ALT DESC <br />OTC : <br />LOT BLOCK: <br />r7S.IGER PAGE <br />D <br />DATE <br />06 26 2015 <br />LAN# SCALE <br />.N31 Jg35R 1 4" "=1' <br />??? 11/18/02 9:52 AM CCA48.dwg <br />N <br />O <br />N <br />LO <br />ago <br />$ <br />Ln <br />r <br />Q <br />L <br />0" "'A <br />z <br />tw CIO <br />w <br />Z <br />LO n` F, E <br />`-0M o <br />W L <br />�� m <br />t ' N <br />V M <br />C :5 `0 U 0 <br />0 <br />w <br />Q:;� <br />n` V cOO E <br />W L ri <br />700 <br />W W W <br />< (� <br />° co W00 <br />Uj it W�Zw <br />W0Q¢aY000 <br />—�O�j� <br />U <br />QQOXJZ°Z2°°1.- <br />teZ <br />W9ZZa OZO�OOm0a <br />CY <br />cA U_ Z <br />1 0 a- 2 Y 0 Z Z LL 0 W O d <br />QO W °�-2 W °Q <br />°QZ�Q <br />LL Q 0 Q LL <br />f <br />N <br />O <br />O <br />N <br />OW <br />U7 = O <br />>(�COO <br />`M O <br />a V `r) <br />LL <br />< LU Ln <br />ZUII o_ <br />W <br />W <br />J� <br />�O <br />J <br />q1tO <br />O <br />� <br />O <br />r <br />O <br />T— <br />O <br />N <br />O <br />N <br />O <br />N <br />N <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 />N <br />,,,C)�, <br />ON <br />O <br />O <br />O <br />O <br />Ob <br />N <br />M <br />N <br />O <br />� <br />O <br />d) <br />O <br />W <br />O <br />O <br />O <br />r <br />N <br />0 <br />O <br />1 <br />o <br />L_ <br />O <br />N <br />co <br />0 <br />`t <br />0 <br />L0 <br />0 <br />t0 <br />0 <br />ti <br />1 <br />Z Z <br />uj <br />Z�oco0UC —o <br />0mW2 <br />�� <br />z <br />ZW�¢ <br />TT <br />=m0Z <br />I..� <br />(�Zw <br />QWO <br />T-I <br />zLL <br />LL <br />�_a2w <br />L <br />DZZ <br />Q <br />Z T-'I <br />M < 0 <br />~ <br />■ <br />� <br />Z <br />U <br />g <br />0U <br />0 <br />CL <br />W <br />� <br />z <br />A4Z <br />W <br />d. <br />C) <br />W <br />N <br />N <br />LAST PLOT DATE <br />Apr. 16, 21 <br />Z <br />0 <br />2ND FLOOR ROOF <br />J <br />FRAMING PLAN <br />