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Home My WebLink AboutREVISION, MRO Hangar Metal Bldg_Rev_Windload_application 7.24.20 OFFICE USE ONLY: DATE FILED: _____________________________ PERMIT # _______________________________ REVISION FEE: ___________________________ RECEIPT # ______________________________ ______________________________________________________________________________________________ PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: ___________________________________________________________________________________ ___________________________________________________________________________________ DETAILED DESCRIPTION OF PROJECT REVISIONS: ___________________________________________________________________________________ ___________________________________________________________________________________ CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ______________________ ST. LUCIE CO CERT. #: ____________ BUSINESS NAME: _________________________________________________________________ QUALIFIERS NAME: ________________________________________________________________ ADDRESS: _______________________________________________________________________ CITY: _______________________ STATE: _______________ ZIP: _______________________ PHONE (DAYTIME): ________________________ FAX: _____________________________ OWNER/BUILDER INFORMATION: NAME: ____________________________________________________________________________ ADDRESS:__________________________________________________________________________ CITY: _____________________________ STATE: __________ ZIP: __________________ PHONE (DAYTIME: ___________________________ FAX: _____________________________ ARCHITECT/ENGINEER INFORMATION: NAME: ____________________________________________________________________________ ADDRESS: _________________________________________________________________________ CITY: _____________________________ STATE: ____________ ZIP: ___________________ PHONE (DAYTIME): ___________________________ FAX: ____________________________ SLCCC: 9/23/09 Revised 06/30/17 1812-0471 3191 Jet Center Terrace Ft Pierce 34946 FL Metal Building Sheathing gauge of roof and walls CGC025760 AHRENS COMPANIES JERRY HOLT 1461 Kinetic Road Lake Park FL 33403 561-839-2820 AHRENS COMPANIES 1461 Kinetic Road Lake Park FL 33403 561-839-2820 PreliminaryFor ApprovalFor Construction Permit(Not For Construction)(Not For Construction)For Erector InstallationProject Name & Location:Ck'dByDescriptionDateRevisionNOT TO SCALECustomer:Drawing Status:Scale: Drawn by: Checked by: Project Engineer: Job Number: Sheet Number: is designed to accommodate 11 in/hr rainfall intensity.The gutter and downspout system as provided by the manufacturer maximum spacing will be in compliance with the building code. 1 feet of the end. Downspout spacing that does not exceed the the first downspout from both ends of the gutter run within the building sidewalls at a spacing not to exceed 50 feet with located on these drawings. The downspouts are to be placed on Metal Building Systems Manual. Downspout locations have not been system has been designed using the method outlined in the MBMA Using 5 x 5 eave gutter with 4 x 5 downspouts, the roof drainage (Bldg C) is designed to accommodate 11 in/hr rainfall intensity.The gutter and downspout system as provided by the manufacturer maximum spacing will be in compliance with the building code. 1 feet of the end. Downspout spacing that does not exceed the the first downspout from both ends of the gutter run within the building sidewalls at a spacing not to exceed 35 feet with located on these drawings. The downspouts are to be placed on Metal Building Systems Manual. Downspout locations have not been system has been designed using the method outlined in the MBMA Using 8 x 8 eave gutter with 6 x 6 downspouts, the roof drainage (Bldg A) removed. Do not tighten beyond this state.X-Bracing is to be installed to a taut condition with all slack resistant coverings.Code as a partially enclosed condition in the absence of impact designed to withstand the additional internal pressure required by provided by the metal building manufacturer. This structure has not been impact resistant covering by others and attachment to the materialresponsible for determining the adequacy of material acting as the Design Professional, not metal building manufacturer engineer, is panels as proscribed by the local building code. The customer's material may include but is not limited to 7/16 structural wood building manufacturer shall be protected by impact resistant coverings. Themounted light transmitting panels (LTP) provided by the metal classification and design for wind all doors, windows and wall of 130 mph or greater. In order to maintain the enclosed This jobsite is located in a hurricane prone region with wind speeds FL11819 DoubleLok 24 gauge roof, 18" and 24" wide FL11868 PBR 24 gauge roofs 2. Roofing Products FL11917 PBR 24 gauge walls1. Panel Walls Community Affairs per Product Rule 9B-72:Product approval numbers for the State of Florida, Department of section 2222.4 of the Florida Building Code. Roof and wall panels have been designed in accordance with building manufacturer.not shown may void the design certifications supplied by the metal due to the addition of framed openings, walk doors, or open areas cutting or removal of girts shown on the erection drawings the bay and elevation as shown in the erection drawings. The Framed openings, walk doors, and open areas shall be located in velocity is reached.Doors are to be closed when a maximum of 50% of design wind and cladding in accordance with the specified building code. withstand the specified wind loading for the design of components components (i.e. doors, windows, vents, etc.) must be designed to This metal building system is designed as enclosed. All exterior the roof system. concentrated loads and may require separate support members within for by special design performed by a licensed engineer using loads. Any attached load in excess of 150 pounds shall be accounted purlin web. This may not be appropriate for heavily concentrated design of the building. Hanging loads are to be attached to the The design collateral load has been uniformly applied to the construction project.project owner, or an Architect and/or Engineer of Record for the overall specific parameters. The design criteria is supplied by the builder, designated are proper for local provisions that may apply or for site nor the certifying engineer declares or attests that the loads as and/or specification indicated. Neither the metal building manufacturer in general accordance with the applicable provisions of the model code Design criteria as noted is as given within order documents and is applied Structural Joints Section 9.1) is suggested.inspection requirements for Snug Tight Bolts (Specification forbolts or direct-tension-indicator are NOT required. Installationincluding turn-of-nut, calibrated wrench, twist-off-type tension-controlASTM A325 or A490 Bolts, December 31, 2009. Pre-tensioning methods,joints in accordance with the Specification for Structural Joints UsingAll bolted joints with A325 Type 1 bolts are specified as snug-tightened conform to CAN/CSA G40.20/G40.21 or equivalent.with a minimum yield point of 55 ksi. For Canada, material properties Class 1, ASTM A653 SS Grade 55, or ASTM A653 HSLAS Grade 55 Class 1the requirements of ASTM A1011 SS Grade 55, ASTM A1011 HSLAS Grade 55Material properties of cold-formed light gage steel members conform topoint is 42 ksi for round HSS and 46 ksi for rectangular HSS. Hollow structural shapes conform to ASTM A500 grade B, minimum yieldHot rolled angles, other than flange braces, conform to ASTM 36 minimum.ASTM A529, or ASTM A572 with a minimum specified yield point of 50 ksi.Material properties of hot rolled structural shapes conform to ASTM A992,ASTM A1011 SS, or ASTM A1011 HSLAS with a minimum yield point of 50 ksi.of built-up structural framing members conform to ASTM A529, ASTM A572,Material properties of steel bar, plate, and sheet used in the fabrication The Service Seismic limit as shown here is at service level loads. Total Wind EW Columns: L/ 120 Total Wind Girts: L/ 120 Total Wind Panels: L/ 60 ------------------------------- -------- Wall Limits Limit Service Seismic: H/ N/A N/A Total Gravity: H/ 100 Portal Serviceability Wind: H/N/A 60 Service-Level Crane: H/ 100 Seismic Drift: H/ N/A N/A Serviceability Wind: H/ 100 Snow: H/ N/A Live: H/ 100 ------------------------------- -------- ---------------------Frame Limits Sidesway Portal Frame Sidesway Total Uplift: L/ N/A N/A 60 Total Gravity: L/ 120 120 60 Serviceability Wind: L/ 180 180 60 Snow: L/ N/A N/A N/A Live: L/ 180 150 60 ------------------------------- -------- ------- ------ Roof Limits Rafters Purlins Panels BUILDING DEFLECTION LIMITS.......: BLDGS-A,B,C less depending on actual load and actual member length.following minimum deflection criteria. The actual deflection may be The material supplied by the manufacturer has been designed with the Jobsite Location.................: 18-37 TREASURE COAST INT'L AIRPORT FPR Builder..........................: AHRENS COMPANIESJob Number.......................: 17-B-10227 Deflection_Criteria Components with larger areas may have lower wind loads. These values are the maximum values required based on a 10 sq ft area. Other Areas 55.92 psf pressure -60.66 psf suction Corner Areas (within 3.00' of corner) 55.92 psf pressure -74.88 psf suction (Bldg C) Other Areas 52.64 psf pressure -57.03 psf suction Corner Areas (within 4.00' of corner) 52.64 psf pressure -70.19 psf suction (Bldg B) Other Areas 65.82 psf pressure -71.31 psf suction Corner Areas (within 15.02' of corner) 65.82 psf pressure -87.76 psf suction (Bldg A) Loads for components not provided by building manufacturer Internal Pressure Coef (GCpi) 0.18/-0.18 Wind Exposure Category ....... C Serviceability Wind Speed .... 87 mph Nominal Wind Speed (Vasd) .... 123 mph (IBC section 1609.3.1) Ultimate Wind Speed (Vult) ... 160.00 mph Wind Roof Live Load .................... 20.00 psf reduction allowed (0.00 psf Ceiling 5.00 psf Other) Collateral ................... 5.00 psf (Bldgs B & C) (0.00 psf Ceiling 10.00 psf Other) Collateral ................... 10.00 psf (Bldg A) 2.80 psf (Bldg C)3.05 psf (Bldg B) Superimposed ................. 3.10 psf (Bldg A)Roof Dead LoadBuilding Risk Category ............ Normal (Risk Category II) Building Code ..................... FLORIDA BUILDING CODE, 6TH EDITION (2017) Jobsite Location .................. 18-37 TREASURE COAST INT'L AIRPORT FPR M,FORT PIERCE,FloridaBuilder ........................... AHRENS COMPANIESJob Number ........................ 17-B-10227 107/09/2020Revised Engineering Data JLDRFE1 of 57 Jul 10, 2020Jul 10, 2020,