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Home My WebLink AboutTruss (2)w r w� 258 Southhall Lane, Suite 200 fiF; �D Maitland, Florida 32751 P: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com vS1 Website: www.fdseng.com ENGINEERING ASSOCIATES July 19, 2021 Building Department Ref: Adams Homes Lot: Lot 66 Blk.1 Subdivision: Fort Pierce - Waterstone Address: 8601 Merano Ave. Model: 1780 3CF A RHG KA # 21-8328 Truss Company: Builders First Source Date of drawings: 7/6/21 Job No.: 2813124 Wind Speed: 160 Exposure: C Truss Engineer: Joaquin Velez To whom it may concern, RECEIVED AUG 0 3 702, Perrnittin9 Depart St. Lucie Countyent 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 anq.111I I i q r,11, techniques; and coordinating work with all other trades. ,•a p ABLO �`d�\�•�-�C ENS �`4�', Note: Truss ID's may vary. ?� . • N0 878 4 • ��`� s® d If you have any questions, please do not hesitate to call. y� •; , Sincerely, fl�• TA OF Ile S RIONA L P•'�;� IfiIIIII,aai 7/19/2021 7/19/2021 7/19/2021 Carl A. Brown, P.E. Scott Lewkowski, P.E. Luis Pablo orres, P.E. FL. # 56126 FL. #78750 FL. # 87864 FDS Engineering Associates, A TSG Company "Your Building Code Experts" J CONNECTORS SCHEDULE ROOF TRUSS Q ID MODEL ROOF UPLIF7T SYM 0 P11 LUS24 / JUS24 895 / 835 14901510 1LI 7 A 11 HTU26/ THD26 3600 / 3470 1155512330 11 0 B 11 HTU28 / THD28 4680 / 5040 1214012330 1LB 0 C HTU26-2 / THD26-2 3600 / 3356 2175 / 2340 1 Lc 0 D HTU28-2 / THD28-2 4680 / 5005 3485 / 2595 1 to 0 E HGUS26-2 / THDH26-2 5320 / 5245 2165 / 2340 1 1 0 F HGUS28-2 / THDH28-2 7460 / 8025 3235 13330 11F 0 G HGUS26-3 / THDH26-3 5230 / 5245 2155 / 2340 1 tc 0 H HGUS28-3 / THDH28-3 7460 / 7836 3235 / 4370 1 w 0 J THJA26 / HJC26 9100 / 8990 4095 / 4370 1 W 3X8NOP O 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 performing his work in a safe and satisfactory manner FDS ENGINEERING ASSOCIATES Date: 07/19/2021 BT ES Submittal No.: Project No.: 21-8328 Project Eng.: Luis Torres Project Name: Adams Homes - Fort Pierce - Waterston - Lot 66 Blk 1 / VERIFY ALL DMENSIONS AND HUNG CONDITIONS PPoOR TO APPROJAL SOME CEIUNG FRAMING REOURED N RELD BY BUILDER MAN W1 D FORCE RESISTWG SYSTEMIC4 HYBPoD WIND MCU46 ENCLOSED EXPOSURE CATEGORY c OCCUPANCY CATEGORY WIFID LOAD 160 MPH WND n1PORTANCE FACTOR 1.00 TRUSSES HAVE BEEN DES13NED FOR A 10.0 PSF BOTTOM CHORD LIVE LOAD NONCONCURRENT WRH ANY OTHER LIVE LOADS ROOF LOADING FLOOR LOADING TCLL: 20 PSF TCLL: 40 PSF TCDL: 07 PSF TCDL: 10 PSF BCDL: 10 PSF BCDL: 5 PSF TOTAL: 37 PSF TOTAL: 55 PSF DURATION: 1.25 DURATION: 1.00 IMPORTANT This Drawing Must Be Approved And Returned Before Fabrication Will Begin. For Your Protection Check All Dimensions And Conditions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE BEEN ACCEPTED. By Date CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSC1431 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (le. 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 Backeharges 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: 16" END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE: FBC202D BEARING HEIGHT SCHEDULE Adams Homes PROJECT: Inge Family MODEL: 1780 A 3CAR BLK ADDRESS: 1 8601 MERANO AVE LOT I BLOCK: 66/1 SION:I WATERSTONE CITY: FORT PIERCE DRAWN BY: KSANCHEZ JOB # : 1 2813124 DATE: 07/0512021 1 SCALE: I NTS PLAN DATE: 1 2021 REVISIONS: 1. 2. 3. 4. 4408 Airport Road Plant City, FL 33563 Ph.(813) 305-1300 Fax (813) 305-1301