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r` <br />`- Iszl <br />u <br />M <br />o <br />(X <br />CN <br />LL <br />,,— 1'-11 1/4" <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 />FATE FS [IN PLAN DE COLOCACION TRUSS- ESTA DISENADO PARA AYUDAR EN LA INSTALACION DE TRUSSES. LOS DIBUJOS Y AROUITECTURAS DE INGENIERIA DE INGENIERIA SUPERAN ESTE DOCUMENTO. <br />NOTE: <br />NOTE: <br />MULTI -PLY GIRDER CONNECTION. <br />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 />CONEXION DE VIGA MULTIPLES. <br />NO CORTE NI ALTERE LOS TRUSSES SIN EL CONSENTIMIENTO DE ESTA OFICINA. NO SE <br />TODAS LAS PAREDES DE RODAMIENTO DEBEN SER DISEVADAS ADECUADAMENTE PARA <br />TODAS LAS CAPAS SERAN RAPIDAS JUNTAS (TORNILLOS, CLAVOS Y TORNILLOS) ANTES DE LA <br />ACEPTARAN CARGOS ANTERIORES SIN APROBACION PREVIA FOR ESCRITO DE NUESTRO <br />LLEVAR LAS CARGAS IMPUESTAS FOR LOS TRUSS 0 TRUSSES, Y DEBEN ESTAR EN <br />INSTALAC16N Y ANTES DE APLICAR CUALQUIER CARGA. FOR LAS HOJAS DE INGENIERIA <br />DEPARTAMENTO DE SERVICIO EN CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 <br />LUGAR Y EN SERVICIO ANTES DE QUE LOS TRUSSES SE CONFIGUREN PARA EVITAR LAS <br />SUMINISTRADAS. <br />REPARACIONES. <br />2'-0 3/4" ­\ <br />LO -V <br />FRAMED BY <br />BUILDER <br />w <br />LL <br />FT1 <br />II <br />�I <br />BELOW <br />FT4 <br />FT5 <br />\ <br />w <br />LO <br />LL <br />N <br />T <br />00 <br />�I <br />o <br />I <br />\ - <br />'A <br />L-- <br />L== <br />—J <br />_ <br />` <br />CC-0 <br />II <br />II <br />I <br />II <br />II <br />O <br />BEARING <br />HEADER <br />I <br />ACV <br />15a <br />FT61I <br />II <br />II <br />I <br />FT71 I <br />BEARING <br />FT3A WALL — <br />CK <br />0 <br />L l t`i1= OF <br />FLUOR <br />AOVE <br />FT7 SETS <br />TOR <br />I1 <br />II <br />I1 <br />I' <br />I I <br />II <br />II <br />I <br />II <br />II <br />II <br />I <br />II <br />II <br />II <br />ILL, <br />_ <br />- <br />N <br />� <br />� <br />Cn <br />r <br />BEARING <br />WALL <br />H <br />U_ <br />FT2 <br />FT2G <br />-' <br />r <br />it <br />i <br />FT9GE <br />r <br />4" CANTILEVER <br />FT8 <br />21'-4" <br />8'-8" <br />711 <br />SECOND FLOOR - FLOOR FRAMING PLAN <br />1 /411 = 1'-011 <br />PLUM <br />C <br />C <br />C <br />c <br />c <br />c <br />c <br />c <br />SECOND FLOOR - ROOF FRAMING PLAN <br />1 /411 = 1'-011 <br />REFER TO E <br />PACK FOR REFER TO � <br />CONNECTION. PACK FOR <br />CONNECTION. <br />CJ5 <br />z 0 O <br />CJ 3 <br />CJ3 O <br />� U I <br />Ci C0 Ln CJ1 <br />U U <br />U U <br />V-0— 5/1 5 <br />1'-01 � <br />2'-0„ <br />2'-0" <br />TYPICAL 7' SETBACK TYPICAL 5' SETBAC <br />CORNERSET LABELING CORNERSET LABELIN <br />AND SPACING 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 />HANGER CHART <br />4 L,= HUS 26 (SIMPSON) <br />d . = LUS24 (SIMPSON) <br />J L= THA 422 ( S I MPS❑N) <br />\= HHUS46 (SIMPSON) <br />Labeled End Mark <br />.A.TTENTION! <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT BCSI -B1 <br />30' Span or I ss 30' to 60' Span <br />Spreader Bar <br />60 degrees <br />or less <br />1/2 _ I 2/3 to 112 I <br />Ta line r span approx. Ta line span approx. l <br />K 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 />Insist crane operator sets truss this way, <br />Gen era I 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 BCSI-B1 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 BCSI-81 for any additional bracing <br />details. <br />ROOF LOADING SCHEDUL <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 />FDC 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 />CLL = 40 PSF <br />ITCDL = 10 PSF <br />CDL = 5 PSF <br />OTAL = 55 PSF F <br />UPLIFT BLOCK <br />WALL KEY <br />g <br />%///// •, <br />►����������r <br />'0I����'�� <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 />CARPENTER <br />—� <br />CONTRACTORS <br />OF AMERICA <br />3900 AVENUE <br />6, N, W. <br />WINTER <br />HAVEN FLORIDA 33880 <br />PHONE1 <br />(800) 959-8806 <br />FAX: <br />(863) 294-2488 <br />BUILDER :LENNAR HOMES/CENTRAL <br />PROJECTYARIOUS <br />MODEL :1373 AMERICAN DREAM/D <br />CCA PROD/MODEL/ALT <br />.7A2 1371B <br />ALT DESO <br />OTC <br />LOT BLOCK: <br />DESIGNER PAGE <br />. JMD <br />DATE <br />07 01 2015 <br />LAN# SCALE <br />.N319839L 11/4,, "=1 ' <br />??? 11/18/02 9:52 AM (,UA4d.dwg <br />I � <br />N <br />0 <br />N <br />iv <br />LO <br />® <br />00 <br />° � _� �, `rye �•:°�u <br />r <br />J Z. <br />WW <br />W <br />0 <br />z <br />Q <br />LO (D LO E <br />O <br />L "0 f7 <br />- co <br />c� V _0 -0 a ° <br />m <br />_ <br />Ai 'i L O <br />0 2 0 <br />4� <br />T# <br />.Ns w�� <br />W L 00 �ri 0) <br />a -0 <br />U;JO�zw wQW2fQ l-W Z <br />W <br />QQQ0 <br />O_j0�X<L00O2J <br />LOmM~=�aO,O_O0z <br />0 <br /><nwo~w <br />wOZ=L) <br />�Od <br />U) Z <br />LL <br />Q�QpwQ�zwzO <br />Q <br />0W Q <br />O13�Q 0 =O C1 z <br />LL I- ¢ LL <br />O <br />O <br />N <br />O W <br />O <br />Q V CL J Ln <br />Cam0 LL <br />Q LU Q Ln <br />ryi <br />C - 11 � , q <br />zvF- o <br />w <br />WC:) <br />J <br />CO <br />00 <br />Op <br />O <br />O <br />O <br />r <br />N0 <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />a <br />N <br />a <br />N <br />N <br />LO <br />O <br />NO6� <br />O <br />O <br />00 <br />N <br />M <br />N <br />0 <br />� <br />0 <br />6 <br />CD <br />G <br />0 <br />O <br />O <br />N <br />0 <br />O <br />N <br />L <br />i <br />t <br />0 <br />N <br />CD <br />M'I <br />0 <br />0 <br />U') <br />0 <br />(O <br />0 <br />r` <br />�> <br />z z <br />z0 <br />W <br />oW� <br />U � 5; <br />_0E- <br />Q <br />2 <br />� <br />0 <br />Z <br />ZLU <br />W~a <br />��� <br />t� <br />T <br />Z <br />I—m=oz <br />V <br />Z J <br />i- <br />�Lu ZX <br />rl <br />z z <br />w I� <br />Og2z <br />vozz <br />Q <br />r-I <br />= a o <br />~ <br />• <br />� <br />Z <br />gz <br />U <br />CL <br />OV <br />O <br />Q <br />zA4W <br />W� <br />LO <br />N <br />LAST PLOT DATE <br />Feb. 9, 21 <br />z <br />0 <br />2ND FLOOR ROOF <br />J <br />FRAMING PLAN <br />