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HomeMy WebLinkAboutTruss Placement PlanWARNING COMPONENTS AS DEFINED BY WTCA 1 - 1995. 1) FOR THE ERECTION BRACING FOLLOW STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS DESIGN DEPARTMENT APPROVES THEM IN ADVANCE LL BEARING POINTS MUST BE DIAPHRAMS HAVE NOT BEEN ANALYZED BY NSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS PLIES AND THE CONNECTION INFORMATION. ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS NSTALLED PRIOR TO INSTALLING EAST COAST TRUSS. 2) PERMANENT BRACING FOR THE STRUCTURE IS HE OUR DESIGN DEPARTMENT MUST APPROVE OTHERWISE NOTED. INSTALL HANGERS ACCORDING FOR ERECTION AND INSTALLATION OF TRUSSES RESPONSIBILITY OF OTHERS. ALTERATIONS AND/OR REPAIRS TO TRUSSES IN TO THE CURRENT SIMPSON STRONG -TIE CATALOG NY TRUSSES! FAILURE TO DO SO MAY RESULT FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY 3) INSTALL :NEB BRACING AS STATED ON SEALED ADVANCE. N DAMAGED TRUSSES AND WILL VOID ALL WARANTIES. I SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS ENGINEERING TRUSS DRAWINGS. VU V 33' 4" 4' 8" 22' 0" i N N N N N N N N N N N N N N -J N N N j I ZCJ1 ZCJ1 ZCJ3 0 ZCJ3 _ 9' 4 FLAT CLG. I r' ,� —� V) -I r 00 s` ZCJ5 I I I m ZCJCD r_ W � (0 W W L0 W v m N c W LU W W N N N 'Llip II �r A01 G t O A02 0 A03 cO co ZCJ3 ZCJ5 A04 0 — r r o CD 9'-4j FLAK CLG. NJ 9 N (V s N n N n N N L N N N N N N ZI-J7 ZEJ7 s _ _ _ _ _ _ I�777 ZEJ7 HV8 ZI=J7 I i � R I II I I I I I 1 B I I it II I I II i I ZEJ7 ZEJ7 9'-4" FLAT CLG. 9' " F T CL . ZEJ7 V4 ZEJ7 0 ZEJ7 V2 �\ ZEJ7A; I DII 10" I oI I oI I q 0! oZEJ7 ZEJ7A � ZEJ7 EJ7A 7 I I 0' I I I 2 0' . 2 " I 0 . 2 I 0'. 2' " I II 0 . 0 . I II , 0 - 2 0". " 2' 0"_ ,I I II 2 0 _ I 2 0'_ I , " , 2 0 _ 2' 0'_ 2' eft it 1�' CEP "OFF R,,CLG. �i D ZES7 n V 8' T©.1 �. i ZEJ7A m fn \ \ \ \ \ \ I � ZEJ7 v \ \ \ \ \ \ ZEJ7A F9' �\ \ \ \ \\ I 00 ZEJ7 ' FLA CLG. \ ZEJ7A N ZEJ7 \ �.\ \ \\_ ZEJ7A \ r oI 4 :4 . I oII I I B03 2 IliumZEJ7 I L 9' # FLAJJCLG. I I I I I I I it M i 17F 17 I B03 M ZEJ7 B03 m m m m m m - m - - ZEJ7 B03 3E 9'-4" FLAT CLG. B03- J5A51 0.1 I , oII , o„ I oi, , oII oII 51 oII ZE 00 �I 9'-4" FLAT CLG. c�\I ZEJ5 C01G 602 , = 0 12'-01FLAI CLG. ZCJ3 ZcJS 01 801G 0 o� No solZCJ1 Z r` CJ3 ZCJS 0 0 Z NJ1 ZCJ1 ZCJ3 ZC 3 �00 AN 0 ti 0 I co ZCJ1co ZG`J1 o c iv U U U w w w U U U N N N N N N N N N \\ �- ^ c; w w w w^' w d U U li d N' IV' �' I'\I' Iti' i\` I V I'\I' IN, IV' IN, 21'4" 22' 0" 16' 8" 60' 0" Rl=AII\Ir GI PVOTInKIC V V' 1. 11r. V e_ L L• I \ 1 'V, V V = (2) 2X LEDGER BY BUILDER BOTTOM @ 9'-4" A.F.F. Truss Connector Total List! Manuf Product Qty HUS26 18 CONNECTION RESPONSIBILITY NOTE: E.hi, T. PRO V IDES T RUSS T 4 I R U S S FACE IV10UN I HANGERS ONLY. ALL OTHER TRUSS TO TRUSS OR TRUSS TO MASONRY CONNECTIONS ARE THE RESPONSIBILITY OF THE E.O.R. 5r- 4 1/16" HEEL 2 PC. 2X4 LEVEL RETURNS TYPICAL END DETAIL Indicates Lef t End Of Truss On Layout & Engineering Sheets ENGINEERED TIMBER TRUSS SYSTEMS PRODUCTS T_ ECT y— O r EAST COAST TRUSS O 52855T. LUCIE BLVD. FF. PIERCE, FL 349646 OFFICE: 0721466-2480 FAX:1772)466-5336 :USTOMER:Harry Blue Bldrs. Inc. OB NAME: Farkas Residence ,DDRESS:T.B.D. :ITY/COUNTY:Ft. Pierce / St. Lucie # J33631 SQ FT 3016 DATE C0ASr'rlmSS h theeexet , 61CI55 J1.00.M1 [m' NA6T COASr'TRLBS ie the R N9 77" rrdexi Doan EnWdar" _ Trunn arc doid. Building Codece witM1 IM1e - � Florida Building, Code NOTE: SH®P DRAWING ! SUBMITTAL REVIEW By approving this placement plan(s), signatured /� APPROVED AS NOTED anywhere on this sheet, the customer or his f� a Panve:D 1 "REVI"AND RESUBMIT ❑REJEDTE°_._ re resentitive acknowledges that this placement plan i DESIGN CCN FOR MINA ND p GENERAL WAS CONFORMANCE TO DES complies with the structural intent of the project. 1 GENERAL CONFORMANCE TO CONTRACf DOCUMENTS i ONLY THE CONTRP,CTOR IS RESPONSIBLE FOR P 1 CONFIRMING AND CORRt_ 1ATING DIMENSIONS AT Jo®SITE The customer also acknowledges that this approval FORTOLF.RANCE. CLEAP \NCE OUANTlTIF.S, FABRICATION 1V.n.i CACT O`nACT TR' IS +_ t �..... +h 1 PROCESSES AND TEI I INIOUFS OF CONSTRUG'f10N. ^u�,,gv„eea env l vvn� I I I Wv. ev IihanulactuM a c$c i COORDWATION OF HIS WORK WITH OTHER TRADES AND FULLC P NCEWITFi.'.ONTRA TDOCUMENTS trusses and deliver them to the project indicated on this i 1 �_ uate :1 --- drawing. _ 1 eY. The customer also acknowledges that he/she accepts Architectoniclnc. g p Fort Pwrce. FL 34950 financial responsibility for any repair, engineering, and -J - labor required due to errors other than those of EAST Q COAST TRUSS. Z Signed: Date: LL Q ODE = FBC 2014/TPI2007 ASCE 7-10 DESIGN CRITERIA =MWFRS c OCCUPANCY CATEGORY= II Z EXPOS UIRE = R WF SPEED =160 BUILDING TYPE =ENCLOSED MEAN HEIGHT: 15.00 U) GRAVITY LOADS to W FLOOR: DUR FACTOR=1 .0 J PSF=TOLL-TCDL-BCLL-BCDL z 40.0,10.0,0.0,5.0 :D ROOF: DUR FACTOR= 1 25 (!) PSF=TCLL-TCDL-BCLL-BCDL W 20.0-7.0-0.0-10.0 LOADS PER FBC & FRC *NON -CONCURRENT BC LL 10psf CONCURRENT BC STORAGE LL 20 psf I--- W DEFINITIONS () MWF = MAIN WIND FORCE O C&C = COMPONENTS AND CLADDING F— TOB = TOP OF REA.R.I.NG TIC = TOP CHORD W BC = BOTTOM CHORD U) LL = LIVE LOAD DL = DEAD LOAD psf = POUNDS PER SQUARE FOOT F-- # =POUNDS O UPLIFT MUST BY-PASS FLOOR TRUSSES UNLESS SHOWN ON ENGINEERED TRUSS z DRAWING. 0 ALL GIRDER/COLUMN LOADS MUST BY-PASS FLOOR TRUSS UNLESS SHOWN ION ENGINEERED TRUSS DRAWING. RECOMMENDED ON FLOOR TRUSSES SPANNING 20' 0'r OR MORE ST BE SET WITH A SPREADER BAR. THE 2EADER BAR SHOULD BE AT LEAST 1/2 IN LENGTH AS THE SPAN OF THE TRUSS NG SET. =PR T() Rr.1-R1 FOR COMP1 PTP _CTION AND SAFETY PROCEDURES. SUPPORT ANY PLANT SHELVES 1- r' 2- 4- 3- O 4- 5- 6- Q) M TRUSS PLACEMENT PLAN 14" if