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(V O N N M r u M 4 N THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRAWINGS AND ARCHITECTURALS SUPERCEDE THIS DOCUMENT. FSTF FS UN PLAN DF C01 OCACI61\1 TRUSS- FSTA DISFNADO PARA AYUDAR FN LA INSTALACION DF TRUSSES. LOS DiRLMOS Y AROUITECTURAS DF INGFNIFRIA DF INGFNIFRIA SUPFRAN FSTF DOCUMFNTO- NOTE NOTE: MULTI -PLY GIRDER CONNECTION. DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOTE: ALL PLIES SHALL BE -ASTEND TOGETHER (BOLTS, NAILS, AND OR SCREWS) PRIOR TO NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED INSTALATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 BY THE TRUSS OR TRUSSES, AND MUST BE INPLACE AND IN SERVICE BEFORE THE SHEETS. TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. NOTA: NOTA: NOTA: CONEXION DE VIGA MULTIPLES. NO CORTE NI ALTERE LOS TRUSSES SIN EL CONSENTIMIENTO DE ESTA OFICINA. NO SE TODAS LAS PAREDES DE RODAMIENTO DEBEN SER DISENADAS ADECUADAMENTE PARA TODAS LAS CAPAS SERAN RAPIDAS JUNTAS (TORNILLOS, CLAVOS Y TORNILLOS) ANTES DE ACEPTARAN CARGOS ANTERIORES SIN APROBACI6N PREVIA FOR ESCRITO DE NUESTRO LLEVAR LAS CARGAS IMPUESTAS POR LOS TRUSS O TRUSSES, Y DEBEN ESTAR EN LUGAR LA INSTALAC16N Y ANTES DE APLICAR CUALQUIER CARGA. FOR LAS HOJAS DE INGENIERIA DEPARTAMENTO DE SERVICIO EN CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 Y EN SERVICIO ANTES DE QUE LOS TRUSSES SE CONFIGUREN PARA EVITAR LAS SUMINISTRADAS. REPARACIONES. 26'-0" 2'-0 3/4 , FRAMED BY BUILDER I I I I I I I I _ - - — — — I ' I I I II II II CJ 11 II II II �I II II II II II II II I I I , I L- II II II II II II II II E OI`/I/ II - T4 FT5 \ In ---- A KiNGI A II rl II I II II II FT1 - -- \FG1I I I I I I I •o• r---- II II-- I I ---- — I I —I _� ---- ---- _ ---- --------- II II II I L ----- --_ I - -/ -T _ __F I I I I I I I I Ir-- n II II I II II FT6 BEARING WALL it ------------------------J I FT3A II I I FT7 • • • o I I BEARING I III WALL I ------ l I I I I I I I I I ------ -------j II II ; II 11 -----------------Ir-------i II II II II IL---------------� — — — — — — — — I r--------- -- _____- I ------ --_--- I L I I I I I I I I I I I I I I ------------ --I II ------ JL— LL I' L I II J ------ II II II II II II II II 11 SH1j2 HD AT 34 7'4' M1 II N I I L II ll FT2GE i r 21'-4" 8'-8n SECOND FLOOR - FLOOR FRAMING PLAN 1 /4" = V-0" -n Ln Ln t7 m w 0 Z> 6 N 0 N (V 00 N Cn rL[jm� ( y C e c 0 I SECOND FLOOR - ROOF FRAMING PLAN 1 /411 = 1'-01 1 rl�r�p ro LNG, PACK �Or? CONN�CfloN, 2 0 - CJ3 CJ1 CY) U oil 11 I1^0-4" 16 2' -O" 1 YFICAI, 5' 5�1TMCK COFMF� 5�f �A[�ING ANn 5FACIN6 1I-0- 5/ 16" TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. 6�F, CHAFF S 26 (S I MPS❑N) �-124 (S I MPS❑N) \ = HHUS46 (S I MPS❑N) P,��teI? 10 i N6. PACK. i�01; coNN�crioN, CJ5 1 CJ3 Ln U CJ1 � U U TYPICAL, T5�T" ACK COFUPv5�f �V1 Li% ANb 5FACIN6 Labeled Erd M,rk ATTENTION DON'T LIFT SINGLE TRUSSES WTH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -81 30' Span or I as 30' to 60' Span Spreader Bar / 80 degrees ✓ or less I 1/2 2/3to1/2 I Ta line span approx. Ta line r span approx. REFER TO BCSI -B1 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. General Notes 1) All parallel chord trusses, flat trusses and flat girders have the top chord partially painted green to be installed green side up. All hangers to be Simpson HUS25 unless otherwise 2) noted. All truss spacing is 24" O.C. unless otherwise 3) noted. Per Truss Plate Institute BCSI—B1 recommendation 4) permanent X—bracing should be placed at a maximum spacing 15' O.C. across the span, to be repeated at a maximum of 20' between each X—brace throughout the structure. Please refer to BCSI-81 for any additional bracing details. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF UPLIFT BLOCK WALL KEY • 411 CARPENTER —� CONTRACTORS - OF AMERICA 3900 AVENUE G, N, W, WINTER HAVEN FLORIDA 33880 PHONE: (800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR HOMES/CENTRAL PROJECT :VARIOUS MODEL :1873 AMERICAN DREAM/A CCA PROJ/MODEL/ALT .7A2 1871A ALT DESC: OTC LOT BLOCK DESIGNER PAGE JMD DATE 06 26 2015 LAN# SCALE .N31 J835L 1 4" "=1' ??? 11/18/02 9:52 AM CCA48.dwg N 0 a _ 00 - Q M , W a w Of z A� E �I, W > O M o W L = 'O u ' M v Ln V _00 0 , C E 'O u Cl)�= 0�8 a).� C) 0 ao N W W W Dui uj g0E- III Wes¢ tY�_j X -zoX Z ¢LLUOLL-O (� < Q U Q � ��ap .0 <CYXQJZQ'�S0z�001—Q~ CyU)X§OZOWOOM z 0 U) O z W6Q�WZI <0 z0Q Lij OW 0 0 OQZ� � U_ O F- li O O N O� > Q � O h In � U ZUFa--� W W -j C:) lO J M co � ao W C) C:) NO O NO �— O O N O N O N N N O N NN N O O O 06 CV A N O O O O N O o 1 c� ° ;n L >1 I O N O I co o 0 u'i 0 1 (D 0 r-- > 1 z z -zo U ow_� 5; Q L) Q �-0 oa=Q LO• — Z Z W F- cr-_ �co0z �ZZU_ rl LLJ O��W 00 U) z a z �Q0 • � Z g U OV O a m ¢� Z z A4J LLI (Y) LU N o N LAST PLOT DATE Feb. 9, 21 2ND FLOOR ROOF KO j FRAMING PLAN