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Home My WebLink AboutLetter Truss Design Package258 Southhall Lane, Suite 200 Maitland, Florida 32751 DP: (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: Lot: Subdivision: Address: Model: KA # Truss Company: Date of drawings: Job No.: Wind Speed: Exposure: Truss Engineer: Adams Homes Lot 46 Ph.3 Fort Pierce - Waterstone 8689 Waterstone Blvd. 2508 CR LHG 3CF 21-10554 Builders First Source 9/14/21 2867031 160 C Andrew Johnson 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. 1%e a a s a 1 a d Note: Truss ID's may vary. If you have any questions, please do not hesitate to'call. Sincerely, 12/10/2021 Carl A. Brown, P.E. FL. # 56126 01 C10" 12/10/2021 ti v � •• S s 4 No 87 6 e m -J�:° STA E OF : •<C/� �U R 1 O P \��e 1 I✓d/ �aa�ea° Scott Lewkowski, P.E. Luis Pablo Torres P.E. FL. #78750 FL. # 87864 FDS Engineering Associates, A TSG Company "Your Building Code Experts" C1 t` f0 u7 U to N_ �- U Q Q Q E7 O Q m 9 1 ff Li U E7 E7 E7 E7 7-00-00 �7 E7 E7 E7 E7 E7 E7 E7 E7V E7V lt E7V 3/1 oE7VA V uE7VC tVat,112 14-04-00 under SIMPSON CONNECTOR SCHEDULE ROOF TRUSS Q ID MODEL ROOF UPLIFT SYMBOL 0 1 A-11 LUS24 895 490 ALI 0 A HTU26 3600 1555 ALA 0 B HTU28 4680 2140 ALB 0 C HTU26-2 3600 2175 1Lc 0 D HTU28-2 14680 13485 1 1LD 0 1 E I HGUS26-2 5320 2155 1LE 0 F I HGUS28-2 7460 3235 1LF 0 G HGUS26-3 5230 2155 1 LG 0 H HGUS28-3 7460 3235 1 w 0 J THJA-26 9100 4095 1 L1 32 3 X 8 NOR CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-81 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. lie. 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: 3/12 TOP CHORD SIZE 2 X 4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: 16" END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE FBC2020 BEARING HEIGHT SCHEDULE Hatch Legend �8'-0" aff 10'-0" aff BUILDER: Adams Homes Single Family ❑+ Reviewed and Approved ❑ Revise and Resubmit L: 2608 CR 3CAR ❑ Reviewed with Notations ❑ Not Reviewed (see explanation) kPROJECT:J ESS: 8689 WATERSTONE BLVD Corrections or comments made on equipment submittals or shop drawings during this review donot BLOCK: 461PH3 relieve contractor from compliance with requirements of the drawings and specifications. VISION: I WATERSTONE This check is only for review of general conformance with the concept of the project and CITY: I FT PIERCE general compliance with the information given in the contract documents. The contractor is DRAWN BY: KSANCHEZ 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 JO 2867031 performing his work in a safe and satisfactory manner A 09/1012021 1 SCALE: I NTS FDS ENGINEERING ASSOCIATES PLAN DATE: 1 2021 Date: 12/10/2021 By: BH REVISIONS: Submittal No.: Project No.: 21-10554 Project Eng.: Luis To s 1. Project Name: Adams Homes - Ft. Pierce -Lot 46 Ph.3 2 3. VERIFY ALL DIMENSIONS AND CEILING CONDITIONS PRIOR TO APPROVAL SOME CEILING FRAMING REQUIRED IN FIELD BY BUILDER 4. MAIN WIND FORCE RESISTING SYSTEWCt HYBMD WINO MCU46 IMPORTANT ENCLOSED EXPOSURE CATEGORY OCCUPANCY CATEGORY u This Drawing Must Be Approved And wWIND IMPOORLOAD TTAANCCE FACTOR 1.00 Returned Before Fabrication Will TRUSSES HAVE BEEN DESIGNED FOR A IGO PSF BOTTOM CHORD LIVE LOAD Begin. For Your Protection Check All NONCONCURRENT PATH ANY OTHER LIVE LOADS Dimensions And Conditions Prior To Approval Plan. SIGNATURE BELOW INDICATES ALL ROOF LOADING FLOOR LOADING NOTES AND DIMENSIONS HAVE TCLL: 20 PSF TCLL: 40 PSF BEEN ACCEPTED. TCDL: 07 PSF TCDL: 10 PSF By Date BCDL: 10 PSF BCDL• 6 PSF TOTAL:* 37 PSF TOTAL: 65 PSF DURATION: 1.25 DURATION: 1.00 4408 Airport Road Plant City, FL 33663 Ph.(813) 305-1300 Fax (813) 306-1301