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0 <br />v <br />co <br />5z <br />M <br />0 <br />ao <br />i,1 <br />LL <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. ESTA DISENADO PARA AYUDAR EN LA INSTALAC6N DE TRUSSES. LOS DIBUJOS Y AROUITECTURAS 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 OFICINA. NO SE <br />TODAS LAS PAREDES DE RODAMIENTO DEBEN SER DISENADAS ADECUADAMENTE PARA <br />TODAS LAS CAPAS SERAN RAPIDAS JUNTAS (TORNILLOS, CLAVOS Y TORNILLOS) ANTES DE LA <br />ACEPTARAN CARGOS ANTERIORES SIN APROBAC16N PREVIA POR ESCRITO DE NUESTRO <br />LLEVAR LAS CARGOS IMPUESTAS FOR LOS TRUSS O TRUSSES, Y DEBEN ESTAR EN <br />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 />LUGAR Y EN SERVICIO ANTES DE QUE LOS TRUSSES SE CONFIGUREN PARA EVITAR LAS <br />SUMINISTRADAS. <br />REPARACIONES. <br />1'-11 1 /4" 2'-0 3/4" <br />26-0" <br />FRAMED BY <br />BUILDER <br />Uj LL <br />FT1 <br />II <br />BELOW <br />FT4 <br />FT5 <br />Ik <br />I <br />\-- <br />FG1A <br />r-- <br />L-- <br />a <br />—� <br />— <br />\ <br />.o. <br />��l <br />I <br />II <br />Ii <br />I <br />II <br />II <br />0 <br />BEARING <br />HEADER <br />FT611 <br />BEARING <br />FT3A WALL <br />II <br />1 <br />FT711 <br />0 •0 <br />LINE OF <br />FLOOR <br />ABOVE <br />FT7 SETS CI� <br />TOP M <br />11 <br />II <br />11 <br />11 <br />I' <br />I <br />II <br />II <br />II <br />II <br />II <br />L-7 <br />BEARING <br />WALL <br />LL <br />FT2 <br />FT2G <br />�r <br />1 <br />FT9GE <br />-1 <br />4 CANTILEVER <br />FT8 <br />21'-4" <br />8'-8" <br />SECOND FLOOR - FLOOR FRAMING PLAN <br />1 /411 = 1'-011 <br />PLUMS ( <br />(V <br />e- <br />00 <br />N <br />o_ <br />C <br />e <br />c <br />e <br />n,1 <br />SECOND FLOOR - ROOF FRAMING PLAN <br />1 /4„ = 1'-011 <br />12 <br />0 <br />CJ3 <br />CJ1 <br />rl�FEI? TO LNG, <br />FAa 150� <br />CONNECTION, <br />CJ5 <br />M <br />U <br />to <br />U <br />III II II <br />II -O- 5/ 16" <br />21 -01 1 <br />fYPIC& 7' 5�TPACK <br />COIIW\5�f LAl3�AC4 <br />ANP 5PACIN6 <br />t7YVY.l //% YA I/ <br />11 �11 <br />16 <br />21 -011 <br />TYPICAI, 5' 5�TACK <br />C0FMF,5�f LV�ING <br />ANb 5FACIN6 <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 H1OA'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 />HANG�F CHAFT <br />AL= <br />HUS 26 <br />da = <br />LUS24 <br />J L = <br />THA 422 <br />\= <br />HHUS46 <br />( SIMPS❑N) <br />(SIMPSON) <br />(SIMPSON) <br />( SIMPSON) <br />Lkded End Mark <br />ATTENTION! <br />DONT LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAL: <br />CONSULT BCSI -81 <br />30' Span or I ss 30' to 60' Span <br />Spreader Bar <br />\ 60 degrees <br />y or less <br />1/2 ►i �` 2/3 to 112 -� <br />Ta line span approx. Ta 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 />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 BCSI-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 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 />I <br />CLL = 40 PSFCDL = 10 PSFCDL = 5 PSFOTAL = 55 PSF <br />UPLIFT BLOCK <br />A0000MR, IF MEMO NO, <br />OAD DESCRIPTION INIT. DATE <br />01 <br />BASE LOAD JMD <br />07/01/15 <br />01 <br />LCTEXTENDED FT3A JMD <br />08/07/15 <br />01 <br />ADD FT7 JRH <br />10/21/16 <br />01 <br />[RE <br />LC9 JTH <br />12l7/17 <br />O1 <br />CHANGED HANGER TO SIMPSON RDP <br />03/08l18 <br />01 <br />REV. FLOOR BRG. JRH <br />3/4/202001 <br />REV. FLOOR SPLICING JRH <br />8/6/2020 <br />01 <br />UPDATED FOR LCA SHM <br />1/15/2021 <br />CARPENTER <br />CONTRACTO <br />RS <br />OF <br />AMERICA <br />3900 AVENUE <br />& N. W. <br />WINTER HAVEN <br />FLORIDA 33880 <br />PHONE: (800) <br />959-8806 <br />FAX: (863) <br />294-2488 <br />BUILDER :LENNAR HOMES/CENTRAL <br />PROJECT :VARIOUS <br />MODEL :1873 AMERICAN DREAM/B <br />CCA PROJ/MODEL/ALT <br />.7A2 1871B <br />ALT DESC: <br />OTC <br />LOT BLOCK <br />FEIGNER PAGE <br />. JMD <br />DATE 1 <br />07 01 2015 1 <br />LAN# SCALE <br />.N319839L 1/4,, jr <br />??? 11/18/02 9:52 AM CCA48.dwg <br />N <br />0 <br />N <br />N <br />LO <br />0 <br />co <br />LO <br />z <br />W <br />O <br />y. <br />W <br />� <br />z• <br />Z <br />E <br />W L 'r �O ^ U <br />0 Mom' S <br />N O- 0 a <br />E 0cn <br />O t <br />O¢ <br />.N V Lu Q <br />W L cO E cri <br />-5 <br />a <br />W W <br />ow <br />~ WL- w�Oc <br />LU c Z <br />�¢0W Q0J0 <br />(' <br />Q <br />�IO ,UZH <br /><OxJI O200l—¢P <br />oZZ�W°woZoWmZLO0jELV5LLJW <br />(/) U- Z <br />�¢O � <br />WO2U2WQO2H6¢ CL <br />< <br />ODZ¢cOQ LL <br />O <br />N <br />O W <br />=j <br />O <br />�p 0 <br />QuiJLn <br />U- <br />Ln <br />z<aa <br />< <br />Z <br />H <br />W <br />Z <br />Jo <br />J <br />N <br />coaoa0000� <br />O <br />O <br />O <br />O <br />O <br />O <br />O <br />�— <br />N <br />C6 <br />N <br />C6 <br />N <br />O <br />N <br />O <br />N <br />GO <br />N <br />CV <br />N <br />A <br />N <br />N <br />t <br />0 <br />o <br />t <br />� <br />CA <br />M <br />„ <br />CA <br />ono <br />O <br />O <br />N <br />OC) <br />0 <br />0 <br />CD <br />0 <br />0 <br />1� <br />L <br />> <br />r- <br />O <br />N <br />O <br />M <br />O <br />d' <br />o <br />L0 <br />0 <br />CO <br />0 <br />ti <br />Z Z <br />Z o <br />� <br />V <br />W lA <br />QQ <br />OW <br />a.Z <br />�•— <br />T <br />Z <br />ZW~� <br />Z <br />�m0Z <br />F— <br />Q <br />2z <br />W <br />�-�ZE <br />rl <br />�Zz <br />Oa <br />00 <br />Q <br />uj <br />(nzz <br />• <br />� <br />z T.-I <br />z0 <br />2QO <br />U <br />v <br />0 <br />g <br />a <br />m� <br />A4 <br />z <br />Z <br />w <br />W <br />N0 <br />o <br />� <br />N <br />LAST PLOT DATE <br />Apr. 27, 21 <br />2ND FLOOR ROOF <br />.. <br />z Q <br />FRAMING PLAN <br />