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Home My WebLink AboutTRUSSLYT 1 OF 2 EMS CAN BE ADDRESSED BY CUTTING HIP VALLEYS IN HALF & FINDING CORRECT LOCATION. "'°°�R�R`°��°�°'MErvs�°�"`°`°� FABRICATION AGREEMENT ��N-. �LtFE SAFETY WARNING HIP VALLEYS ARE DIFFICULT TO INSTALL, PROBLEMS TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED &RETURNED - BCSI & properlynailed to straps and hangers -- - - • • °ORNDER JAQ(3 Do not stand o n trusses until I they are braced per �EE° The undersigned acknowledges and agrees This symbol identifies Life Safety Warnings that ""° aw 1. Trusses will be made in strict accordance with this truss placement diagram layout, which Is the sole authority for NG. should be read and given special attention to all SPREADER E R BAR O F 34' ' 39' I N LENGTH ! ! determining successful fabrication of the trusses. WITH CRANE O P E RAT O R I N ADVANCE FOR A S P R 2. Ali dimensions n this layout have been verified by the undersigned. persons installing trusses. � ARRANGE � 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the undersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss SPACING NOTE METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST B E TAKEN. ---- shall have three(3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option, s are to be set 2'-0�� On After 10 days of delivery remedy will re according to Florida statute 558. All trusses ` 4. The undersigned acknowledges receipt of"BCSI"summary sheet by TPI &WTCA. S noted. °RrvER s - - 1'''"e" the sole5. iivery au hon t toob site. It determines the suitabltyrofphesjobty to site orake the a portonoofsite the jobable for site for delivery. Chambers Trussivery. Chambers Truss has will' center except a tr CORNER DETAIL be responsible for dump delivery only.The buyer is responsible for additional delivery expenses if Chambers Truss has MULTIPLE PLY TRUSSES MUST BE FASTENED responsible to Chambers Truss for towing costs due to site conditions. prepared delivery per r �R, �.�RF��,n paragraph 1 9 Y 9 Y p NG BEFORE 6. Price as shown in 7 below is subject to change if an changes are made m this layout. A$50 hour I to redeliver because job site Is not prepared for delivery or buyer Is not re ared for delive o trusses. Buyer Is TOGETHER PER ENGINEER SETTING. REFER TO ENGINEERING DRAWING fee for revisions may be charged by Chambers Truss. TO DETERMINE IF MULTIPLE PLY. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price. A� delvjce ery ifl be buyeraca note on delivery and accept delivery ofaid fnin terms of net on fabrcated trusses. Theeundlnvoice may be esig undersigned ageesmtoe at paysChambersdate of Tuss', ! �a • 16-10-00 18-05-14 reasonable attorney's fee for collections in event of payment not timely made. 1-1/2 % per month service charge will be 16-04 10 added for all sums not paid within terms. -- - 28-03-08 `\\��\� 0 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 17-07-14 0 17-05-10 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees \ , 15-07-00 o payment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the � � _ �.. recipient. fined agrees to pay such indebtedness including attorneys fees,if default in payment for material be made by the 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to TRUSSES DON'T LIFT RU D a: herein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. :, r _ __ THAN �� - - m _ � 11. Design responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities For: WITH SPANS LONGER � �' � , _ - - = - _ NSI/TPI/WTCA 4-2002,>, 30 BY THE PEAK. : ;�-- ; � �-_,,.. ..-. _,_ ._.._.�- ._---- --— -- �'� �"'� �� JE1 Construction Using Metal Plate Connected Wood TrussesA CONSULT BCSI BM2 BM1 III 12. Warranty is per Chambers Truss Warranty attached. - - _ p III - - - 39 to 60`Span o JE3 30' Span or less a Spreader Bar ' S GRK DATED 60 degrees 0 or less SIGNED 0 !ii o tl K _ i l - iiil _; required per "BCSI" to prevent injury & damage. Approx 2/3 to a A spreader bar may be eq p p 1 ry g 1/2 span Tag line 1 of Span. Tag line approx. /2 p ,., Multiple ply trusses must be fastened together per engineering before they are - - i set, failure to do so can result in roof collapse. T SCSI REFER To SCSI REFER O s this Way if crane is used. 7 his way if crane is used. Truss must be et y Truss must be sett y Truss is an example,your truss may not match. Es an example, our truss may not ma tch. � can save life and property Truss p Y is truss this way. .!= Temporary and permanent bracing are required and p p y insist crane operator se Y ; hEswa . p ry . . insist crane operator sets truss t y P and Is the responsibility of the truss erector. co 04 p O -, walls, headers e a rl n W � � . ;. „ � p �� Stud the contents of the information packet included on delivery before All load bearing , lace i setting trusses. lintels must be In � � , beams, & p Trusses must be set and braced per design to prevent injury & damage. fore trusse S at Indicated INS o ,1i'�cE 7-00-00 _�� Trusses must be set plumb and square are installed. � I \ • .3 1 i ,`h Do not set bunks or stack of plywood, roofing material or any other _ concentrated loads on trusses, this can cause collapse. HANDLER NOTE AIR HAND .. _- ' � not ! 2-02-01 2-02-01 trusses are layout, these ' re on this DO NOT INSTALL TRUSSES USING THIS Unless noted elsewhere Y 2-01-15 2-01-15 .��.. USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES A/C r anyother -_ the roof or for - _ for air handlers in - - - designed .. cod e ea n d llkI building withI�, ' be in conflict ents. This may ,o 08 requirements. Y q ' C rid A/ z Buildin De artment a INC Design requirem ents. Consult with g p CHAMBERS TRUSS Contractor. Llzf - o G o o WARNING j! . S o kes it necessar that they a set by a profeesional builder o f these trusses ma Y M The size o ' �� can er venue f settin lar ge e s an trusses. and dangers o g p I .�v .� Fort Pierce, Florida 34982.6423 ' familiar with and experienced m the problems a g g - - The builder and erector should consult with an engineer licensed in Florida specializing these trusses. The engineer should be at about the safe erection of In wood ro of trusses , _ ^ — — —_ --— ' —— 800.551.5932 to provide supervision and advice. — i when trusses are erected p p ` the job site - I 1 _ J° Fort Pierce 772.465.2012 Fax 772-465-8711 - ! Vero Beach 772-569.2012 Stuart 772.286.3302 Web Site: CHAMBERSTRUSS.COM BY CHAMBERS TRUSS PLATES - AT Email: MAIL@CHAMBERSTRUSS.COM SEAT 7-00-00 � - ANGER REPRESENTS A H5-00-00 HANGER SCHEDULE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN y USE CARRYING HANGER ID FASTENER FOR FASTENER FOR CARRIED C ARRIED TRUSS CARRYING TRUSS TRUSS TRUSS C 0 IHIN MITEK VERSION 7.4.1 A31 - - 11tit 1i� LOADING/DESIGN CRITERIA REDUCIBLE PER CODE SUCH AS SBC 16046.1 DESIGN CRITERIA v : T__ County ST. LUCIE r-, ty Ei Building Department ST. LUCIE COUNTY Ii Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 installing hangers ; lion on nst g " ;�_- o Roofing Material METAL e for general rnstuc 9 _.. please refer to Standard 8" x3"Engineering package 9 . - 16d=0.162"x 3 1/2" 10d-0.148" x 3 lii3 o Loading in PSF Roof R.D.L. Floor w 4> 4 ill u; Top Chord Live 20 0 a c_ To Chord Dead 7 4.2 0 —.„ ,, Bottom Chord Live "10-Non Gonccurent 0 k1.•�•> Bottom Chord Dead 10 3 0 1 i i, Total Load 47 7.2 0 JE7 Duration Factor 1.25 0 MHv17 Wind Speed 170mph c If Ili Top Chord C.B. Sheathing by builder u �' Bottom Chord C.B. Sheathing by builder �� iI r GRE Highest Mean Height 18' Hatch Legend cc o Building Type Enclosed H a g ! �� s `° o Building Category Il; Non Restrictive I, 10-10-12 16-07-00 m' lil ; {{ - o Exposure Category C>Open Terrain with scattered obstructions LOAD " l J Iiis JE3 ~ Miles from Ocean 10 BEARING o JE3 ill i o Ilti Conforms to Florida Building Code 2017 AT Y-4" ii ` �' i ' R.D.L.=Restraining Dead Load C.B.=Continuous Bracing I _ LOAD I BM4' 1 BM5 k SM6 JE1 BEARING with e - = = - th th AT £_____ i ¥�I Verify DESIGN CRITERIA shown above i M ,1 �, �, �, 0 0 �, �, budding department and your engineer. Lu LU W i W � fi Design Criteria is the responsibility of the -� � g P Y i Building Designer and/or Engineer of Record 34-00-00 4 OB-00 3-04-00 _ 38 o0 0o p 12-04-10 0 12-05-12 Chambers Truss Inc. Drawing Name: 76274 PLUMB CUT END 11 os-10 2X4 TOP CHORD 12 `° 0 SCALE: 1/4" = 1 "41 WALL HEIGHT VARIES 5 f 242 total trusses, 72 unique designs END DETAIL: TYPICAL . Designer: RLC Reviewed by: RLC Date: 09/10/19 NOTES . FOR * JM REID CONSTRUCTION ARE FLAT .4-01ALL CEILINGS DESCRIPTION. * TRAVASSOS ARE BY OTHERS . Pa e 1 of 2 CUSTOMER INITIALS EACH PAGE 2-00 00 ALL BEAMSg 76274* LEVEL RETURNS ARE BY BUILDER IF DESIRED . _