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Home My WebLink AboutTruss DrawingsA=LIFE SAFETY w This symbol identifies Life Safety Warni given special attention by all persons in, ZNING that should be read nq trusses. 5PAGING N TE ALL TRUSSES ARE TO AT 2'—Ot ON GENT EXCEPT A5 NOTE 3E 5ET R MULTIPLE PLY TRUSS S MUST BE ASTENED TOGETHER PE ENGINEERING BEFORE SETTING: EFER TO ENGINEERING DRAWING O DETERMINE IF MULTIPLE PLY. DON'T LIFT TRUSSE WITH SPANS LONGERT IAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less A 3 ' to 60' Span 0 degrees S reader Bar or less t— i /2 Approx 2/3 to T Line span approx. Line 1/2 of Span g REFER TO BCSI REFER TO BCSI Truss must be set this way if crone used. Truss must b set this way it crane used. Truss is an example. your truss may not match. This is an xample, truss may not match.. Insist crane operator sets truss this way. Insist cra a operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. A AIR 111111A"E=11-111 5=1=ZNOTE UNLESS NOTED ELSEWHERE ON THIS L IlYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLEF S IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THI MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DES ON REQUIREMENTS. CONSULT WITH BUILDING DEPARTMEN AND A/C CONTRACTOR. For Truss to Truss Connections see hanger/connector schedule in engineering package. SEAT PLATES BY INDICATES LOAD REQUIRED BY TR SUPPLIED BY BUI AT A HEIGHT OF l ABOVE FINISHED Girder Nails must be as shown. Guide tabs Dome angle nails. ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 19' - 26' IN L Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN IE MI■I�I�I�I�I®��®®®�®' ®®�®®�®�� i/l l A,�li////lli/iC /il/�li/,i/I iZ/Z/li/ ea `� 10 h.,A6,M � Mill RAN N 00100010A 0_4l 0 WIN 1 dish, I V0000 Polo 111110 10 010100 N lease, "ro 00 OWN lor E10.0,010 NO wmh�hhh III I Nhh III, 0�h 521 M 0, 4 PA j %.�II»�illlllll�ii 1XI Mill Nis 1► is rNP140 10 �.L�.. 1. NoIN ,I■I,I/_, N E1100 ,I,,! � I�L�® ,I �I l�///,i�, l oiE E1000P10 � �#10 iiiniiiiiiii .It,l, /iii//ill//,li//%ii,l 0® ��l ill///,li//ill//,li///,I� N 0 NOTES: * ALL BEAMS ARE BY OTHERS. * BUI DER TO UNDER FRAME CEILINGS AS NEEDED. * INT RNAL BEARING WALLS REQUIRED AS SHOWN. * LE EL RETURNS ARE BY BUILDER IF DESIRED. U n t% ENGTH Scissors Hip Jade 00o Installagon ,oaaeer wnM vnwn r®rp same jarJcb Nv meatus 1 1 a etalpNadpebM � � � � baaxn arle�wrm cltlrehip or9e beds sb:pt / aw lqs ra,ie. 9'-4' upset=1/4' Heel=4 1/16' SQUARE CUT END 2 x 4 Top Chord WALL HEIGHT W-4" END DETAIL.: TYPICAL VAULT upset=1)4" heel=41/16" SQUARE CUT END 2x4Top Chord tip' ,� � WALL WEIGHT 9'-4' �1 TYPICAL END DETAIL AUG 0 1 2017 SHOP DRAWING 1 MIT' RE' ElApPROVEO AP OVEDASNOTED REVISE AtC,R4'i5.13Wki%.' REJECTED_____ SUBMITTAL WAS REVIEVVED FOR DESIGN CONFORM GENERAL CONFORMANCE TO CONTRACT DOCL ONLY, THE CONTRACTOR IS RESPONSiBLI CONFIRMING AND CORNL LATING DIMENSiONSAT J FORTCrLERANCE "LE>tr:ANCE.QUANTITIL'S FABRI PROCr:SSES AND TLOINIQUES OF CONSTRL Architectonic Iric Fort Perce, FL 34950 File, Copy FABRICATION AGREEMENT TRUSSES CANNOT aE STARTED UNTIL THIS AGREEMENT tS SIGNED & RETURNI The logal descripibn of the property whore tho busses will be Installed Is; �: Trusses WW made M BtdCt t1CCbrderiCe Wlnl dots tNSa ptacament dla vddchb the sob autltody fa detemdnhtg.suxessb4 fabrlcapon of ph inrssas, g'8/j ��' . 2 AN dimensbns In this lorad have been variped by the undersigned. S. Udeas vrtittan notice b IawWed by emglted moo b Chambers trues wnhgt ten (1% . days' of degVery mo undesigned sprees that no badaclurgee we be arowed..ln Ihs ovem . such written notice k nara.hed Chambaro 7nue shag nave three Wry to begin repairs roVul ed, or b substitute othecY6ruaea, at Chambers optl3n. days In wrath 4. The undersigned admowledpes radelpt of `SCSI t-03'sumnhry sheet by TPI 8 VVFC0. 'li iry. nr k b lob sne, n 4 the buyefs'respawfbaty b metro dire Job silo suitable for delivery. ci ambers roue hoe me aola authodty b detemd h too wlhblgly or the jab one or e poitlon of dire Job 4Re fur deMary. Ch ,W Truss cast be responsible rot dump a Job only. Toe boyar b rosponslblo for addltlonel delhrery expenses n Chambers Truss has b redeliver because job site b not prepared for deuvery or buyer 4 not prepared for delivery of busses. Buyer u responsible to Chambers 7ruas rot towing cosh duo b one Donor deli. S. Ptfoe as shown h paragraph 7 below Is subject to ct Ingo n any changes are. made in . gds.lAyout A She per flour fee for revlalons may be drerpeC by Chambers Totes. ' . .7: Thb Is a PURCHASE ORDER to Chamber.Trvss of th sun agreed t- or n n egreoment a roeeaiabl0 price. Invoke will be made on degvery end peal wnhin lama of net aegveorryr rlwtcaed t roses. made at scheduled date of degvery M buyer cannot accept . anomeryya tea tar cdledAxrs h event or81�e"0d agrees b pay Cna"'bers.Truas reasonable P?Yrrierd not timely made. f-f2 %pot month dhipe vAA be added for ap sums rht peW within lamb, . survJ� 8. Signature or blasts anYwtiero on this sheet consgblas egroement to an terms herein. _ anS; In consideration of Chambers True axterWlnp uedd for tlda material the undersigned Chambers Tnisi ua'antees payment when due of any and all Indebtodnecs owed to _ try any envy race" material and die undersign agrees b pay such Indebtedness Including attomeya fees, n debun lo paymgd for rnaterlel be made by the recipient 1. '10. In the event of any gggeQon corweor minp this agreement, the Hems famished hereunder be Payments k0cle Countnedy, , herein, the. pergas agree that the sob venue for arty such action "I Cotury, Florida. 11. Design rasponsldMas are per'Natlonall Standard And Retrbmthndad GuldeWhs On ANSVTVVV'r s For Conatrudion Usbq Metal Plate Connected Wood Trusses - MISVTPIIWTCA4-2002"' .. DATED Htapreaoer oarmayoe re" Per"BCSI I-W b Pmvert k*W& damage Multiple ply trusses must be fastened together per engineering before they are set; failure to do so can result in roof collapse. Temporary and permanent bracing are requlmd and can as Iffe and property and Is the responsiblilty of the truss erector. Study the contents of the Information packet Included on delivery before setting trusses. . TKMM mustbeaetand braced PsrdeeWt6pwwtflW& dmnape, Tnisses must be set plumb and square Do riot' bunks or stack of plywood, roofing material or any 'Other rdhcentrated loads on trusses, this can cause collapse. NOT SET TRUSSES USING THIS LA LAYOUT DELIVERED WITH TRUSSES TO SET TI CHAMBERS TRUSS INC siva oleander Avenue Fort Pierce; Florida 34982-6423 800-551-5932 FortPlerce 772-465-2012 Fax 772465-8711 Vero Beach 772-569-2012 Stuart 772-2864302 — 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method Main Wind Force Resisting Roofing Material Metal Roof Loading in PSF Roof R.D.L. Top Chord Live 20 Top Chord Dead 7 4.2 Bottom Chord Live 10 Non -Concurrent Bottom Chord Dead 10 3 TOTAL Load 37 7.2 Duration Factor 1.25 Wind Speed 165mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 14'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: 74339 Scale: 1/4 = 1' 95 total trusses, 34 different trusses. MI 4: RLC ACAD: RLC Reviewed Byrd �P>7 Date: 05/18/17 FOR -, BRIAN HELSETH DESCRIPTION: lE ' ` 3` PE{i19ldl-; h:G MOBERG St. Lucie CDnt,, rl PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 34 TRUSS DRAWINGS ARE ATTACHED TO i—AYOUT 74339