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Home My WebLink AboutTrussLH E�SAFETY WARNING I be read 'f Safe Warnings that should This symbol identifies Life Safety g given special attention by all persons installing trusses. s SPACING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0: ON CENTER EXCEPT AS NOTED i BEFORE SETTING. REFER O r i DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. 30' Span or less 0 degrees or less 1 2 t g Line span approx. REFER TO BCSI Truss must be set this way if crane used. Trues to an example, your truss may not match. isist crone operator sets truss this way. 30' to 60' Span Spreader Bar Iraq _Approx 2/3 to� Line 1/2 of Span REFER TO BCSI iss must be set this way if crane used. This is an example, truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place a indicated height before trusses are installed. A I F2 HAND 1R NOT IE= 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 Carrying Girder For Truss to Truss Connections see hanger/connector schedule in engineering package. INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 10'-0 ABOVE FINISHED FLOOR INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 18'-4 ABOVE FINISHED FLOOR Nails must be as shown. Guide tabs Dome angle nails - HANGER SCHEDULE USE HUS26 for 2x4 U46 for 42 EXCEPT AS SHOWN CARRIED TRUSS CARRIER TRUSS HANGER ID AL c .Do not . ,.n tl-usses. until they are braced per BCS1 & p1roperly nailed to straps & , THE TEST TRUSSA I IF -I S I T L CONDITIONS upset--1/4" hee1111/16 SQUARE CUT END 2 x 4 Top Chord WALL HEIGHT VARIES TYPICAL END DETAIL 4 « . wa 11 i �,�4 i¢ ,:1a;: I oy .:. Ic � �n h.l`i� �� .... �,M�^ 3 � .5 a r 11 d1 4 4i �l ad w x> r RR w. fl S W ra` BUILT -: w , 3 � ,7. PER =. THE I� y �'" �y� ' n. a �} , 5r h ,, t x.�� TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED The legal description of the property where the trusses will be installed is: 5 The undersigned acknowledges and agrees: 1: Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for determining successful fabrication of the trusses. 2. All dimensions in this layout have been verified by the undersigned. 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 shall have three 3 business + O ess days m which to begin repairs required, or to substitute other trusses, at Chambers option. � 4. The undersigned acknowledges receipt of "BCSI 1-03" summary sheet by TPI & WTCA. 5. Delivery is to job site. it is the buyer's responsibility to make the lob Site SUitable tot delivery. Chambers Truss has the sole authority to determine the suitability of the job site ore portion of the job site for delivery. Chambers Truss will be responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has to redeliver because job site is not prepared for delivery or buyer is net prepared for delivery of trusses. I Buyer is responsible to Chambers Truss for towing costs due to site conditions. i 6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A $50 per hour fee for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price. Invoice will be made on delivery and paid within terms of net qn delivery. Invoice may be made at scheduled date of delivery if buyer cannot delivery of fabricated trusses. The`undersigned agrees to pay Chambers Truss reasonaccept able attorney's fee for collections in event of payment not timely made. 1=1/2 % per month servile charge will be added for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to ail terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees payment when due of any and all indebtedness owed to chambers Truss by any entity receiving material and the undersigned agrees to pay such ndebtedness including attorneys fees, if default in payment for material be ecipient. made by the 10. In the event of any litigation concerning this agreement, the items furnished hereunder yr payments referred to herein, the parties agree that the sole venue for any such action will! le Saint Lucie County, Florida. 11. Design responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities For Construction Using Metal Plate Connected W'000 Trusses 1NS1/TPI/WTCA 4 - 2002"" A spreader bar maybe required per "BCSI 1-03" to prevent injury & 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 required and can save fife and property and is the responsibility of the truss erector. jI Study the contents of the information packet included on delively before setting trusses. Trusses must be set and braced per design Ile prevent injury & damage. Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse® DO .NOT SET TRUSSES USING THIS LAYOUT - -� USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES- TRUSS At THESE PLANS AND ALL PROP6SED WORK AND SUBJECT TO ANY COORECTIONS t REQUIRED BY FIELD INSPE TOR$ THAT i MAY. BE NECESSARY IN ERATO %.«*� 3105 Oleander Avenue COMPLY WITH ALL APPLICABLE CODES. -Fort F'ei�ce, Florida 34982-6423 f' 80101-551-5932 Fort Pierce 772-465-2012 Fax 772-465-8711 Vero Beach 772-569-2b12 Stuart 772-286-3302 Web Site: CHAMBERSTRUSS:COM Email: MAIL@CHAMBERSTRUSS.COM H?DOCRORMS1COmlAV.DOC mN4N4 COP 81.3/90.4 MITEK 4.2 CRITERIA CRITERIA REDUCIBLE DESIGN CRITERIA PER CODE SUCH AS SBC 1604.6.1 County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2002 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 0 Bottom Chord Dead 10 3 TOTAL Load 37 7.2 Duration Factor 1.25 Wind Speed 140mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 20'-111 Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category B:URBAN/SUBURBAN Barrier Island No Conforms to Florida Building Code 2004 �l_Uvl U REPRESENTS A HANGER . h"♦ i Y F, Ir Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record. Chambers Truss Inc. Drawing Name: 67202 Scale: 1/4 = 1' 40 total trusses, 10 different trusses. MI 4: MF ACAD: MF Reviewed By: -sr,- %%I slw Date: 11 /03106 FOR RON PETERS DESCRIPTION: PETERS ADDITION PAGE: 1 of 1 CUSTOMER INITIALS EACH PAGE