39824 Harvest Creek Ln - Laserfiche WebLink

Browse Search

aw O_ CN N b v M O N THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRAWINGS AND ARCHITECTURALS SUPERCEDE THIS DOCUMENT. ESTE ES UN PLAN DE COLOCAC16N TRUSS. ESTA DISENADO PARA AYUDAR EN LA INSTALACION DE TRUSSES. LOS DIBUJOS Y AROUITECTURAS DE INGENIERIA DE INGENIERIA SUPERAN ESTE DOCUMENTO. 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 FASTEND 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 DISEIVADAS ADECUADAMENTE PARA TODAS LAS CAPAS SERAN RAPIDAS JUNTAS (TORNILLOS, CLAVOS Y TORNILLOS) ANTES DE ACEPTARAN CARGOS ANTERIORES SIN APROBAC16N PREVIA POR 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. POR 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" FRAMED BY BUILDER 2'-0 3/4" I I I I I — I I I I II II �I II II l II �I II II II II II I I II --fir— II II II II II II OW T4 ---- FT5 „ II it FT1 ---- — -- ---- --- _ —�-- II II II I i I I I I co r--- II ---- ---i I ---- ---- \ l I II II II L ----- — _j I--- I I I I I I r__J„FG1 � II II II II II II II FT6 -----_------BEARING WALL — u FT3A II NI I FT7 • ° • a I I BEARING II III WALL I ------ I d II I I I I II II I ----------------1r---------I I I I I I I L--------------- J ------- I I I I I I I I I I I I I I I I I I I I I UL iL ------ JL_ ll I I J - ---------- ------ II II II II II II II II SH 112 HD AT 34 T-3" M1 r II w II II FT2GE li r 21'-4" SECOND FLOOR - FLOOR FRAMING PLAN 1 /411 = 1'-011 -„ G) m N 1 eo C C T N cli 1 _ N I � N O N � a� r C ac c P�UMp ( 30'-0" CJ 1 � U CA 1 y U LO EJ7 LO L) 0 CJ3 CJ3 ��I CJ5 \ CJ5 U=1016# U=1015# A5G /A4 A3 A2 Al M 0 CN ATTIC ACCESS A2 A3 A4A U=1332# A6G CJ5 m ti✓� CJ3 q 0 W LO 0 CJ1 U B2 B3G 0 v CJ14& EJ2 CA = M. SECOND FLOOR - ROOF FRAMING PLAN 1 /4„ = 1'-011 1?FF�pl TO LNG, PACK FOP, CONNFC110N, 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. HAG F, C HAPf 4 N = HUS 26 d a = LUS24 ►= HHUS46 pl rV TO ENG, PACK FOP, CONNECTION, 2 0 O CJ3 CJ5A O CJ3 CJ1 ce) U U CJ1 C U U II,04/II 16 1' -0- 5116" 2' -0" 21 OI I TYPI CA, 5' 5�OACK COFN�I?5�f �VLING YpICA �' S��CLACK ANn SPACING CO�N�pS�� A3��ING ANb 5FAC1 N6 (S I MPSON) (S I MPSON) ( S I MPSON) La'oeled End .'Nark ATlENT10N DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -131 30' Span or I ss 30' to 60' Span Spreader Bar 60 degrees or less 1/2 2/3 to 1/2 T— line r span approx. T.,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 HUS26 unless otherwise 2) noted. All truss spacing is 24" O.C. unless otherwise 3) noted. Per Truss Plate Institute BCSI-61 recommendation 4) permanent X—bracing should be placed at a maximum spacing 15' U.C. across the span, to be repeated at a maximum of 20' between each X—brace throughout the structure. Please refer to SCSI—B1 for an additional bracing 9 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 = 92 PSF DESIGN CRITERIA F°EC 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 104 psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF UPLIFT BLOCK i �VAI�1� KEY 0 (5 "5 - -� CARPENTER CONTRACTORS - - OF AULLARICA 3900 AVENUE G, N. W, MINTER HAVEN FLORIDA 33880 PHONE; (800) 959-8836 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 2620 5 LAN# SCALE .N31 9335L 1 1 4" "=1' ??? 11/18/02 9:52 AM CCA48.dwg N 0 N N �° {t Q�i kf, LO C) CD sn. 6 C 9 Q z '1 a p^ fJ \ w 0 Q �? W L '= MN N � vi V % — L O O � o � o p 0 o � Q Ups —t 0. 00 L C) M m 7W V � I- a -a (1111) (� W w W O Y � ZW w¢ lq O2 Q =JZO�UO0 O < Q Q~ZU ?CyXLL 0 0C00� 0W0-00z Zw w(Q0Q CjO�Z� n- — www —� W0-WQVZO < Z �O LL a QOw 2 Z L QQawQ OEwe LL I_- N O t'V Z W cJ�rl > U.) C:) O ZU) o Q Ul) Ln CL J LL V- W Lr) �aryi 06 Q Q Z � 3: W W C:) Jo M (0 M M C)O CD r O N O N O N O CV p N p N O N C3 O O ap (N A O O O C)r O C)N 0 O o 1 ;n 0 N 0 co 0 0 0 0 > 1 Z Z Zo wn LLIUrE o VJ Q UoEE0 Z!a �_ z Oa=Q Z LU _ = XIOZ H 2 V z Z J Q > �2ZwTI 1_ZZ IMF Og2Z w Q Zr-I Z z = Q o ~ • �c Z U g DU o a W � Q Z Z J C LLJ d' o N LAST PLOT DATE Feb. 26, 21 .. .0 me- 2ND FLOOR ROOF J FRAMING PLAN