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Home My WebLink AboutTruss Layout - Royale HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT =LIFE SAFETY WARNING FABRICATION AGREEMENT • Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers ARENDERJACLE �� TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED &RETURNED This symbol identifies Life Safety Warnings that z,m�,,,,, ARE NOT STANDAELE°. SEE STANDARD ~¢ ENGINEERING. 0z The undersigned acknowledges and agrees: should be read and given special attention to all g g g persons installing trusses. WITH C RAN E OPERATOR I N ADVANCE FOR A S P READER BAR O F 30' - 38' I N LENGTH ! ! e Trusses will be made is strict accordance with this truss placement diagram layout, which is the sole authority for A� ARRANGEdetermining successful fabrication of the trusses. 2. All dimensions in this layout have been verified by the undersigned. SPACING NOTE 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST B E TAKEN . days in t undersigned agrees that no brges will be allowed. In the event such written notice i furnished Chambers Truss All trusses are to be set 2'-0" On shall have three(3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. center except as noted. After 10 days of delivery remedy will be according to Florida statute 558. 4. The undersigned acknowledges receipt of"BCSI" summary sheet by TPI &WTCA. 24'O.D.THRU 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss has MULTIPLE PLY TRUSSES MUST BE FASTENED ONYERJA°KS 24„ 1116 the sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will TOGETHER PER ENGINEERING BEFORE be responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has CORNER DETAIL to redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is SETTING. REFER TO ENGINEERING DRAWING responsible to Chambers Truss for towing costs due to site conditions. TO DETERMINE IF MULTIPLE PLY. oVERHANGSNOTSHowNPORDLARITY 6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A$50 per hour charged by rs Truss. ---- -- fee 7oThis revisions 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 on delivery. Invoice may be made at scheduled date of'. delivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss 35-00-00 14-00-0o reasonable attorneys fee for collections in event of payment not timely made. 1-1/2% per month service charge will be 14-00-00 21-00-00 21-00 00 2 01 01 added for all sums not paid within terms. a • 2-01-01 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 2-01-01 2-01-01 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditional) � c.�; 9 9 Y guarantees xa , ' ' "?" payment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the undersigned agrees to a such indebtedness including attorne 's fees if default inpaymentf r ' DON'T LIFT TRUSSES 9 9 pay 9 Y o material be made by the WfTH SPANS LONGER THAN o q recipient. 30 BY THE PEAK. o q 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to 0 o N N herein,the parties agree that the sole venue for an such action will be Saint Lucie County, Florida. CONSULT BCSI 1-0 -0 � ; a9 , ,,, Y Y N " ... 11. D Desi gn es responsibilities are per mNahonal Standard And Recommended Guidelines On Responsibilities For �.0 .1:� 9 P P Po + + + + + Construction Using Metal Plate Connected Wood Trusses AN I PI T - ,,�, ,,,_ g oo ses S/T /W CA 4 2002m + + + + o + + + + 12. Warranty is per Chambers Truss Warranty attached. 30 Sp n or less o �� Spre der Bar + + + + + o o + + + + ts is + + + + o 0 0 0 4:. o0 Coa0 60 degrees o + + + +' + o o + + + + or less o + + 4- + + o o + + + + + 0 + + +'' + N + + + DATED Jj A, o LO + + + ' + + + t3 + + + + + SIGNED GR + + + + -I- + + + + + + + + RC ro 2/3to + + + + + + PORCH PORCH FOR TITLE 1/2 span x E� P P Tag line Tag line 9 9 approx. 1/2 of Span. as + + + + + + MID $ ° + + + + + + + A spreader bar may be required per "BCSI" to prevent injury 8t damage. - _ + + + + + + + + + + + + + _sue REFER TO BCSI REFER TO BCSI + + + + + + + Truss must be Set this way it crane is used. Truss must be Set this way it crane is used. _ Multiple ply trusses must be fastened together per engineering before they are Truss is an example,your truss may not match. Truss is an example,your truss may not match. ti + + + + + -f- F + + + + Insist crane operator sets truss this way. Insist crane operator sets truss this way. + + + + + + + + + + + + + + Set, failure to do so can result in roof collapse. + + + + + + + All load bearing walls headers + + + + + + + Temporary and permanent bracing are required and can save life and property , , A3 + + + + + + + + + + + + + + and is the responsibility of the truss erector. + + + + + + + ......... beams, & lintels must be In lace - - p ,', ---- - - --- - -- - - - --- + + + + + + + Study the contents of the information packet included on delivery before at indicated height before trusses + + + + + + + Setting trusses. Al Trusses must be set and braced per design to prevent injury & damage. are installed . Ib ,� . � • \ _ _ _ _ _ . Trusses must be set plumb and square AIR HANDLER NOTE Do not set bunks or stack of plywood, roofing material or any other Unless noted elsewhere on this layout, these trusses are not , - - - - o Al concentrated loads on trusses, this can cause collapse. designed for air handlers in the roof or for any other A/C 9 N DO NOT INSTALL TRUSSES USING THIS requirements. This may be in conflict with building code and A/C - " �,., °'t USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES Design requirements. Consult with Building Department and A/C 13-07-08 INT. ' 2/121 /121NT 2/1 T. 13-07-08 Contractor. _ j CHAMBERS TRUSS INC WARNING �.� j ............... ................ ...... . ........... The size of these trusses makes it necessary that they a set by a profeesional builder !n the problems and dangers of setting large span trusses. familiar with and experiencedp 9 9 9 P The builder and erector should consult with an engineer licensed in Florida specializing o Al- 9 9 31can er venue in wood roof trusses about the safe erection of these trusses. The engineer should be at N " C° Fort Pierce Florida 34982.6423 the job site when trusses are erected to provide supervision and advice. `° �1 800.551.5932 REPRESENTS THE LEFT SIDE OF o _ e o Fort Pierce 772-465.2012 Fax 772-465.8711 0 0 EACH TRUSS DRAWING o ,;�; g o a Vero Beach 772.569.2012 Stuart 772.286.3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM o r The Architect's or E:rchztecit's representative's --_ -- shop drawing approval is NOT a SEAT PLATES BY CHAMBERS TRUSS } _.._ _ _'� "double check" of the contractor- The contractor shall remain responsible ,REPRESENTS A HANGER for checkiri field measurements and a\��` other consiructicn criteria. Architect's HANGER SCHEDULE USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN approval c-�>>>r:rs gcrseral roof shape, review of truss strapping, and loading on CARRIED CARRYING HANGER ID FASTENER FOR FASTENER FOR .......... TRUSS TRUSS CARRIED TRUSS CARRYING TRUSS Structure from gravity and uplift loads and their resp ve locations. Approved By. 8 17 21 __ __.. _ _....... INVERTED��V��WEB @CENTER PP Date: INVERTED"V WEB @CENTER W/9'B.C. PANEL. LOAD W/2-50# MITEK VERSION 7:a — —"— W/9' B.C. PANEL. LOAD W/2-50# POINT LOADS ON T.C. PER TRUSS FOR AHU. Braden raden A.I.A. P.A. :SIGN CRITERIA REDUCIBLE POINT LOADS ON T.C. PER TRUSS FOR AHU. PtR cDDE sucH As sac lsoas.l 1-00-00 ODD SPACE DESIGN CRITERIA ODD SPACE 1-00-00 County SAINT LUCIE Building Department ST. LUCIE COUNTY Wind Design Criteria ASCE 7-16 * refer to Standard Engineering package for general instuction on installing hangers �� I Wind Design Method MWFRS(Dlrectional)/C-C hybrid Wind ASCE 7-16 Please9 9 P 9 9 9 9 10d=0.148"x 3" 16d=0.162"x 3 1/2" Roofing Material METAL Loading in PSF Roof R.D.L. Floor o Top Chord Live 20 0 0 o Top Chord Dead 7 4.2 0 o M Bottom Chord Live *10-Non Conccurent 0 M Bottom Chord Dead 10 3 0 Total Load 47 7.2 0 Duration Factor 1.25 0 PLUMB CUT END Wind Speed 165mph 7'SETBACK BOSTON HIP TRUSS 2X4 TOP CHORD 4 T SETBACK BOSTON HIP TRUSS Top Chord C.B. Sheathing by builder WALL HEIGHT $'_�'� BH7 Bottom Chord C.B. Sheathing by builder BH7 Highest Mean Height 12' END DETAIL: TYPICAL Building Type Enclosed Building Category II: Non Restrictive ,� °`�h Exposure Category C>Open Terrain with scattered obstructions. G`� �> i Miles from Ocean 5 c) I o C> U Conforms to Florida Building Code 2020 o - - - - o o R.D.L.=Restraining Dead Load C.B.=Continuous Bracing o V 6 g v o o o s_ J1 ! a <1; Al J1 Verify DESIGN CRITERIA shown above with the r o -o, building department and your engineer. 1 QQ QQ ° ° V — Design Criteria is the responsibility of the 1_ Building Designer and/or Engineer o Record vz - B 'Id'ng D sign d/ Engin f R d - r of 0 0 0 a Chambers Truss Inc. Drawing Name: M11499 LO 83 total trusses, 31 unique designs { : I _- o �, 10 00 v: 10 0o Designer: RAC Reviewed by: "C Hatch Legend 1°oo 0 10 00 0 �, Date: o7/20/21 9 C> 0 0 0 WALL HEIGHT 8�_1 N N N FOR TTT 9 o " " N ^� ..,� -�, N ^ -� �� ,o WYNNE BUILDING CORP. . - + + + + 6" COFFER � �: �, �., DESCRIPTION: 1-08-04 2-00-00 2-00-00 1-08-04 5-04-00 15-10-00 1 1 15-10-00 5-04-00 1-08-04 2-00-00 2-00-00 1-08-04 21-02-00 2-02-00 9-06-00 2-02-00 ROYA L E W/C O F F E R 2/12 CEILING 2-02-00 9-06-00 2-02-00 21-02-00 \ \ 35-00-00 35-00-00 Page 1 of 1 CUSTOMER INITIALS EACH PAGE - M11499 A E GAR G LEFTGARAGE RIGHT