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Home My WebLink AboutTRUSSQ=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that t II A Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A STRONG BACK OF 41' - 46' IN LENGTH!! should be read and given special attention o a ) persons installing trusses. �� m t 1�0(�' SPACING NOTE COPY All trusses are to be set 2'-0' on o center except as noted. j24 MULTIPLE PLY TRUSSES MUST BE FASTENED 4uci�n4n�Bnt TOGETHER PER ENGINEERING BEFORE roh SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY- ' I DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Spin or less 60 degrees orless iiiiii. m span approx. REFER TO BCSI Truss must be set this way if crane is used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. >�rpprox D3 to Tag line 12 of Span. REFER TO SCSI Truss must be set this way if crane is used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses n are installed. A AIR HANDLER NOTE iless noted elsewhere on this layout, these trusses are not designed for air handlers in the roof or for any other A/C lirements. This may -be -In conflict with buTl�g code and A/C ign requirements. Consult with Building Department and A/C Contractor. ___-- --- --- —ter WARNING size of these trusses makes it necessary that they a set by a profeesional builder it with and experienced in the problems and dangers of setting large span trusses. wilder and erector should consult with an engineer licensed in Florida specializing A roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. .AT PLATES BY CHAMBERS TRUSS alp q. REPRESENTS A HANGER HANGER SCHEDULE USE HUS26 FOR 2X4, SUH46 FOR 02 EXCEPT AS SHOWN CARRIED TRUSS CARRYING TRUSS HANGER ID FASTENER FOR CARRIED TRUSS FASTENER FOR CARRYING TRUSS F2-FA GRC JUS24 2-10d 4-1 Did *Please refer to Standard Engineering package for general instuction on installing hangers 10d=0.148" x 3" 16d=0.162" x 3 1/2" Hatch WALL HEIGHT 111 WALL HEIGHT 101 Jldl-purNC UU I END 2X4 TOP CHORD WALL HEIGHT 10' END DETAIL: TYPICAL The ArchFtect' or Ambitect's representative's %hop draW)ry approval is NOT a : "double contractor. TttgFRIN011 ttrr`,4111 l remain responsible for Check field measurements and 'erner ex criteria. Architect's approvalcovers general roof shape, review of trues strap -ping, and loading on Struoft*WrtOi;n,$L%vity anU uplift. leads and their m e 1 .,. -.d 'rraden Emden A.LA. P.A. HIP CARRIER LO,=ATED AS DIMENSIONED ON LAYOUT 24" O.C. THRU CORNER JACKS 24- ONLY CORNER DETAIL ------- —==- OVERHANGS NOT SHOWN FOR CLARITY 2 SQUARE CUT END 2X4 TOP CHORD WALL HEIGHT 10' END DETAIL: A n 30-08-00 12-00-00 33 t 7711 e Jf:.pJ1 0 gg I 4 § 1 00- 2-0 0 J5 ! �' 1 r r c GRID a• / I/ y d b o Q GRB 2-ply o o D o 0 2-00 o d N N B D7 2-00 -- -- -- - - - a o o o B1 17-04-00 1 CO ER ,; 4-04-00 7.08-00 82 w D3 m -oi -oi K o c D3 0 B3 2-00 MV6 J1 B4 - 2-00 0 m 6-00-00 2-00-00 2-00-00 ,g MV4 J3 B5 11-00-00 14-00-00 Om a J5 h o0 B6 °� J5 N 12-08-04 TO COLUMN EDGE 00 00 O N GR2 2-Ply 9 r 9 r r r F r r H FB I� 2-00 _.. 1-10.04 1.10-00; z-0000 2-00-00 �i FA 8.0 00 2-0 1_00 MV6 J7 F9 MV4 ......,,,-,..,, .....„........ 2" C FIFE a FB tV N A .7n . , .. .. _ �.. ....... a i F8 J7Po FB a F7 N ........«...,,...,.-_ a J7 F7 7-00-00 2-00-00 18-00-00 -07-0 6-0D-00 1-10.04 1-10-00 6-00-00 2-00-00 13-08-04 � � m 0 7�W o F7 0 Yv o O o m 0 E ct ry a 7 mQ ¢ 13-08-04 TO COLUMN EDGE Ft. i I. MVA .7 y � F5 .,..ww....,...�..�."..n........,.., � MVB w J7 F4 8 -00 MVC U p O .7mw.a.r. n...-. a..,w,.,.......w.m.a,..v...... @ ---. - 1 $ F3 ¢ ¢ d < < MVD N MVE > F2 9 j GR7 2-ply 3/4" U ccD v F2 o � TB a E, g F2o TA 11' CE LING �4" U E F1 U U U TA GEE 0 o F LLI o TA F 5-04-00 1 9-00-00 8-04-00 N 2-0 -00 TA GEF TA- ..�...-...r ..,,...P.. __ __ 12-04-00 10-04-00 14-00-00 o TA o 0 0 0 o o p b4 V J TA TA TA ATA 8-0 1 Z;4zlL ATA ATA +"r ATA 2-0 -Do GEA 23-04-00 FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED he undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout. which is the sole authority for etermining 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 ndersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss hall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. fter 10 days of delivery remedy will be according to Florida statute 558. 4. The undersigned acknowledges receipt of *BCSI' summary sheet by TPI & WTCA. 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss has e sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has o redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is esponsible to Chambers Truss for towing costs due to site conditions. 6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A $50 per hour for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or 9 no agreement a reasonable price. nvoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of elivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss easonable aftomeys fee for Collections in event of payment not timely made. 1-1/2 % per month service charge will be added for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees ayment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the ndersigned agrees to pay such indebtedness including attorneys fees, I default in payment for material be made by the ecipient. 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to herein, the parties agree that the sole venue for any such action will be Saint Lucie County Florida. -- 11, Design responsibilities are per a lonai-Stan ard And Recommended Guidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSI/rPIM/TCA 4 - 2002r"' 12. Warranty is per Chambers Truss Warranty attached. DATED SIGNED OR TITLE A spreader bar may be required per "BCSI" 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 arerequired and can salve life and property and is the responsibility of the truss erector. Study the contents of the information packet included on delivery before setting trusses. Trusses must be set and braced per design to prevent injury & damage. Trusses must be set plumb and square Do not set bunks or stack of pl®d, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT /NSTALL TRUSSES USING THIS 1 USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSTS INC 3105 can er venue Fort Pierce, Florida 34982-6423 800-551-5932 Fort Pierce 772.465.2012 Fax 772-465-8711 Vero Beach 772.569.2012 Stuart 772.286.3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS,COM SCANNED BY St.Lucie ()Dullty VERSION 7.4.1.431 - LOADING/DESIGN CRITERIA REDUCIBLE DESIGN CRITERIA PER CODE SUCH AS SBC 1604,6.1 County ST. LUCIE CO. Building Department CITY OF PORT ST. LUCIE Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 4.2 0 Bottom Chord Live "10-Non Conccurent 0 Bottom Chord Dead 10 3 0 Total Load 47 7.2 0 Duration Factor 1.25 0 Wind Speed 160mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 15, Building Type Enclosed Building Category II: Non Restrictive Exposure Category B Miles from Ocean 5 Conforms to Florida Building Code 2017 R.D.L.=Restraining Dead Load C.B=Continuous Bracing 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: 75167 SCALE: 1/4" = 11-011 151 total trusses, 73 unique designs Designer: RAC Reviewed by: Date:05/15/18 Revised:10/03M FOR HOMECRETE HOMES INC. DESCRIPTION: 9502 POINCIANA COURT Page 1 of 1 CUSTOMER INITIALS EACH PAGE 75167