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HomeMy WebLinkAboutLetter Of Truss Approvalr 258 Southhall Lane, Suite 200 F D S Maitland, Florida 32751 P: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com Website: www.fdseng.com ENGINEERING ASSOCIATES December 10, 2021 Building Department Ref: Adams Homes Lot: Lot 185 Blk. 3 Subdivision: Fort Pierce - Waterstone Address: 5314 Vespera St. Model: 1512 B RHG KA # 21-10563 Truss Company: Date of drawings: Job No.: Wind Speed: Exposure: Truss Engineer: Builders First Source 8/10/21 2866792 160 C Joaquin Velez To whom it may concern, We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades. afi q?� p AS]- . Note: Truss ID's may vary. ,��� ��`5 a•,.. e? If you have any questions, please do not hesitate to call. v Sincerely,Op g 6'� • • •2 V1q • V 40 AN 12/10/2021 12/10/2021 OJIII410 Carl A. Brown, P.E. Scott Lewkowski, P.E. Luis Pablo worTes, P.E. aj— FL. # 56126 FL. #78750 FIL FDS Engineering Associates, A TSG Company "Your BuI Holing Code Experts" U 110 CAV WWI IFIN CJ5V 1 • 1 08 MEAN .' In 11 1.,1. all 1. , 1 /U 11 .1 1. �� � :Clil�tlla 1 , .1 �© �8'-O- In 11 1.. .1 ■® 1 P 1 1 1. �� , MINE E1 IB NIEWN I I.�•-®niCJ3l CJ5 .1— I : 1 is DVI l Reviewed and Approved ❑ Revise and Resubmit ❑ Reviewed with Notations ❑ Not Reviewed (see explanation) Corrections or comments made on equipment submittals or shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades and perforating his work in a safe and satisfactory manner IDS ENGINEERING ASSOCIATES Date: 12/10/2021 By: BH Submittal No.: Project No.: 21-10563 Project Eng.: Luis To Project Name: Adams Homes - Ft. Pierce - Lot 185 Ph.3 VERIFY ALL DIMENSIONS AND COUNG CONDITIONS PRIOR TO APPROVAL SOME CEILING FRAMING REOURED IN REM BY BUILDER MAIN WIND FORCE REStSTIND SYSTEMICLHYBRDWINDASCE7-1B ENCLOSED IMPO ANT EXPOSURE CATEGORY OCCUPANCY CATEOORY a This Drawing Must Be Approved And WIND LOAD TA MPH WRUSIMPORTANCE Returned Before Fabrication Will NFACTORSI1ED TRUSSES IUVE BEEN DESIGNED FORA 10.0 PSF BOTTOM CHORD LIVE LOAD Begin. For Your Protection Check All NONCONCURRENr WITH ANY OTHER LNE LOADS Dimensions And Conditions Prior To APprova BELO Of Plan. SIGNATURE BELOW INDICATES ALL ROOF LOADING - FLOOR LOADING NOTES AND DIMENSIONS HAVE TCLL: 20 PSF TCLL qg PSF BEEN ACCEPTED. TCDL• 07 PSF TCDL• 10 PSF By Date BCDL• 10 PSF BCDL- 5 PSF TOTAL: 37 PSF TOTAL 65 PSF DURATION: 1.26 DURATION: 1.00 CAUTION W DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (10. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders First Source. NO EXECPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. ROOF PITCH: 6112 CEILING PITCH: 3112 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: IV' END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE: FBC2020 BEARING HEIGHT SCHEDULE Hatch Legend L--18'-00" BRIG WALL 11'-08" BRG WALL BUILDER: Adams Homes PROJECT: Single Family MODEL: 1512 B , ADDRESS: 5314 VESPERA ST LOT / BLOCK: 185/PH3 SUBDIVISION: WATERSTONE CITY: FT PIERCE DRAWN BY: KSANCHEZ JOB 2866792 TE• OSl0912021 1 SCALE: I NTS N DATE: 2021 REVISIONS: 1. 2. 3. 4. Vuil1 Combining to serve you better 4408 Airport Road Plant City, FL 33583 Ph.(813) 305-1300 Fax (813) 305-1301