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Home My WebLink AboutREVISION 3-6-18T ARRANGE WITH CRANE OP RATOR IN ADVANCE FOR A SPREADER BAR OF 23' - 31' IN LENGTH �A=LIFE SAFETY WARNING fhis symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 5 NG NOTE ALL TRUSSES ARE TO BE 5ET AT 2'—Om ON CENTER EXCEPT A5 NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE ® IF MULTIPLE PLY. A DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI FEB 21 2018 ST. LI Ie County. pot.. INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-0" ABOVE FINISHED FLOOR I I ---------------- I I I I Do not stand on trusses until t ey are braced per BCSI & properly nailed to straps & hangers FABR�CAT'o"A�RENTIS The bgal desalpNtlor�h s7ARrEo UNTIL I it s mal=ENr IS SIGNED a RETURNED 12 prepenr wMre the wsae. wgl be IngaW Is: . 6.00 -' The undarI,, I °d adrrlswledgea erM All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. AIF—�R NOTE UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. a oiiiiiiiiooiii - --- _----------------- 30' Sp or less A +\\,AO degrees or less 30' to 60' Span Spreader Bar 1 / L _� Approx 2/3 to ne T g Line sp approx. t/z of Span REFE TO BCSI REFER TO BCSI Truss must be set is way if crane used. Truss must be set this way if crone used. Truss la an exomnla was may not math. This is an example, truss may not match. Insist crane operator:sets truss this way. Insist crane operator sets truss this way. 11�111'-61 VGaE RINI� VA Vic VID VE —"11V— we In For Truss to Truss Carrying Girder Connections see hanger/connector ailamuat�fle schedule in engineering .a package. Carried Truss agrees: �- 1: Tubsee wlp be made In sHia a000rdarke with this buss placement Co &fn don89 s h tt k hx delenNnlnp.aucceaeful thbitatbn of the trusses. �yO� I°T«rt he" been vadted by the undersltTred. 4.00to 12 d ed by r.' °diva_ u' nd �I�gr;da y timed mar to cnambe s Truss whnm ten (to) 8' hunished belt wrirep°U°'°9ulrad ubaC tlhue M badmhaT0tl'reB �) bugpless days I" wMamr to 6uesea, at Chambers tld fO . 6. Dew signed, ro "job Gp�y receipt or'BCSI 1-03• summary s�heat'tbY TPt a wrGL N 8' delvery. Chambers Truss has the sobs'rasponsihpryy to make fhe Job sire eutabb for Portion o/fhe Job ells for delivery. ChambTnu wlli beresp'�onaWWlNdt m'� ma kb site of e b°caubw rJob aha b not paparod for d, dem'BTY w buyer b notexpenses ifChambere True° he s to redelhrer Buyer u responelble to Chambers 7nws /or, �0 tl87 of truss". C Pike as shown h paregraph 7 below y plea duo a she wndhlons. 1�7 6w upset=l/4' ht l 43/16• thislaypI ' Per hourfe°forreWslons �0"9eH8At ng�ea.madehj ' 7. 'fhb' b a PURCHASE ORDER to Chambers T� of gro sum BTNss. L2' aggm reement a reasonable price. Invoice wlp be made on delivery end geld within to ms of n SQUARE CUT END or If n an degvew mvaca may. be made at sd edubd date of delivery t twYer canna accepi Upset=V4" heel=3 15/16" deMery, of fabricated trusses. The undersigned eames to pay Chambers.Trysa reaeonebla SEAT PLATES BY CHAMBERS 2 x a Tap Chord allameys fee for added for all m event of payment not III made f f2 % Per month se SQUARE CUT END emerge will be added for at sure hot paid wNThbh terms !vJce 2 x 4 Top Chord WALL HEIGHT 8' & Signature or Initials anywhere on thb sheet consgtutes agreement to et tames herein. ' 6.'In consideration of Chamber° Tnros extending credit for tits material the undersllinad unaondltonaty END DETAIL: ENTRY guarantees payment when due of chambers Trues by.erhy entity any and eg Indebtedness owed to recewing material WALL HEIGHT 8' PLANS AND ALL !�F'OPCSED WCiT C and the undersigned agreas to pay such ' Indebtedness Induding attomeyc fees, t default tl payment for material be made by the I TYPICAL END DETAIL ARE SUBJECT TO ANY C0111KCTIONG tom, gw event of any gggatiOn concerning this agreement. the tams furnished Hereunder or payments referred to herein, the. parties agree that the de REQUIRED BYFIELDINSRECTOESTHA epte venue (starry suchereaction will t i. Design rasponsluales era b".D"g!Imounty,Fkxida. par'NationalSt-ulydArwlz'b"mmand,acutdagreaon NIAYBENECESSAFYINORD2FTb aNsvrp°'n`uwrcAFa 2ooez O"va"gM°ralPlate a°m°a°aWood rnssa8 °h /ITH ALL A�DPLICABLtE CcDE3. 'DATED ' —� 15' • 15r$. I SIGNED I I FOR 11�4'11 1�.+ I V-61/2' I Aspreader6armaybereyt redPer"BCSI1Oi"t►ptererttft�uygd Multiple trusses ply must be fastened togither per engineering I I I before they are set, failure to do so can result In roof collapse. I I I I I I Temporary and permanent bracing are required and can save Iffe c a a a a I a a a aFTT a I I and Property and b the responsibility of the truss erector. VGEI .l 4zwj iii i iii i ii i i iiiil iii i iiie;%///701,wo%I%////I%iI//.setting� �IMI�I�II�I�IMIIdainai IMI 1111111L ON I�gW F,m 'it2 VD vc VB II 111 1 I ao� o�T oIS,SES,SYo�- 171, - -------- I ---- I I St Cut ST. LUCIE C9NTY BUILDING DIVISION REVIEWED FOR COMPLI REVIEWED BY DATE PLANS AND PERM MUST BE KEPT Ohl J B OR NO INSPECTION WILL. BE MADE 10 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT CHAMBERS TRUSS INC Stop Drawing Review Suet spot ik+m t. itt" ( feWE � 1 tom. tm tip rg+ys cwt ,:s+ wnB"fia9 t#dVt t%` '��acinrC:siaiaM .. tY tYr tt#K #. [s4Nis"tlk"Yi#` #'G P b + for a r%t�AY04ine's,, wursstts w to ox tiN+n#r+ra9 81 fH Virtu, rat eens " tut df f8�t'tYi% +. .y, a a J� zI( (4 ' 15 John Rai. ffAtrr . AlIrbiteat t 12:?5 A'.. Aventw Ft- 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department FORT PIERCE Wind Design Criteria ASCE 7-2010 Wind Design Method Main Wind Force Resisting Roofing Material Shingle or Shake 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 125 Wind Speed 160mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height IITI Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 M.10.1-=rcesrraininv Uead Load C.B.=Continuous Braid Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Desi ner and/or Engineer of Record. Chambers Truss Inc. Drawing Name: 74565 Scale: 1 /4 = 1' 81 total trusses, 10 different trusses. MI 4: RLC ACAD: RLC Reviewed By: Date:08/09/17 Revised:01/10/18 FOR EDWARDS LANDING LLC DESCRIPTION: 3156-3166 MORNINGDEW LANE PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 74565 VD vc VB II 111 1 I ao� o�T oIS,SES,SYo�- 171, - -------- I ---- I I St Cut ST. LUCIE C9NTY BUILDING DIVISION REVIEWED FOR COMPLI REVIEWED BY DATE PLANS AND PERM MUST BE KEPT Ohl J B OR NO INSPECTION WILL. BE MADE 10 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT CHAMBERS TRUSS INC Stop Drawing Review Suet spot ik+m t. itt" ( feWE � 1 tom. tm tip rg+ys cwt ,:s+ wnB"fia9 t#dVt t%` '��acinrC:siaiaM .. tY tYr tt#K #. [s4Nis"tlk"Yi#` #'G P b + for a r%t�AY04ine's,, wursstts w to ox tiN+n#r+ra9 81 fH Virtu, rat eens " tut df f8�t'tYi% +. .y, a a J� zI( (4 ' 15 John Rai. ffAtrr . AlIrbiteat t 12:?5 A'.. Aventw Ft- 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department FORT PIERCE Wind Design Criteria ASCE 7-2010 Wind Design Method Main Wind Force Resisting Roofing Material Shingle or Shake 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 125 Wind Speed 160mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height IITI Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 M.10.1-=rcesrraininv Uead Load C.B.=Continuous Braid Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Desi ner and/or Engineer of Record. Chambers Truss Inc. Drawing Name: 74565 Scale: 1 /4 = 1' 81 total trusses, 10 different trusses. MI 4: RLC ACAD: RLC Reviewed By: Date:08/09/17 Revised:01/10/18 FOR EDWARDS LANDING LLC DESCRIPTION: 3156-3166 MORNINGDEW LANE PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 74565