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Home My WebLink AboutProduct Approval; Roof Deck Structural Componentsr 0 k__,+u_.;w'..')` �. mom, .. 5 gx '"'"-..+. «rx.. R"•'. F .4 .. .. Bas Home Login User Registration Hot Topics I Submit Surdwrge Stats & Fads { Publications Contact Us SCIS Slte Map Links r Search f� Product Approval �j � 7 USER: PubOe User Product A Aroval Menu > Product or nopilcatlon Search > eplication Llst > Application Detail FL # FL27402-R2 •Z-7qo z— tZ •2. Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Carports Anywhere Address/Phone/Email 10858 S.E. County Road 221 Starke, FL (352)468-1116 bodom@carportsanywhere.com Authorized Signature Brandie Odom bodom@carportsanywhere.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Roof Deck Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the 3ohnathan Green Evaluation Report Florida Ucense PE-88223 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/23/2023 Validated By Brian Saks, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL27402 R2 COI Letter of Certification -Carports Anywhere sealed.pdf Referenced Standard and Year (of Standard) Standard Year ASTM E 1592 2005 FM 4471 1992 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 08/04/2020 08/10/2020 08/19/2020 10/13/2020 FL # Model, Number or Name Description 27402.1 Hampton Rib Roof Panel Hampton Rib Roof Panel over Open Framing Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +54.7 psf/-57.3 psf Other: See evaluation report for various design pressures Install per Manufacturer's details. Not for use in HVHZ Zones. Installation Instructions FL27402 R2 II Hampton Rib Roof Panel DRAFT sealed.pdf Verified By: 7ohnathan E Green, P.E. 88223 r Created by Independent Third Party: Yes Evaluation Reports FL27402 R2 AE Hampton Rib Roof Panel DRAFT sealed pdf Created by Independent Third Party: Yes Contact Us :: 2.601 Blair Stone Road Tallahassee FL 32399 Phone: a50-4a7-1024 The State of Florida Is an AAJEEO employer. Copyright 2007-2013 State of Florida :: Prfvaof Statement :: Accessibility, Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questlons, please contact 850AS7.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalis provided maybe used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you area licensee under Chapter 455, F.S., please dick ere . Product Approval Accepts: ,c Credit Card Safe n a Force Engineering &'Vesting II 195.10 Ramblewood Drive Fiumhle, Texas 77338 Phone: (281) 540.6601 FAX: (281) 5a0-9966 Website: www.rorceenginecringtesling.com Product Evaluation Report CARPORTS ANYWHERE Hampton Rib Roof Panel over open framing Florida Product Approval # 27402.1 R2 Florida Building Code 2020 Per Rule 61620-3 Method: I —D Category: Structural Components Subcategory: Roof Deck Compliance Method: 61G20-3.005(i)(d) NON HVHZ Product Manufacturer: Carport Anywhere 10858 S.E. County Road 221 Starke, Florida 32091 Engineer Evaluator: Johnathan Green, P.E. # 88223 Florida Evaluation ANE ID:12901 Validator: Brian Jaks, P.E. #70159 Contents: Evaluation Report Pages 1-4 �`�g911919999� 15�b(3Gf8�- ®op a lYte CiR W ZAL lot 111111 FL# 27402.1 R2 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHNATHAN GREEN ON THE DATE ADJACENT TO THE SEAL PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. Force Engineering & Testing 19510 Rumblenv od Drive Humble,'rcxas 77338 Phone: 1`281► 540-6603 FAX: (281) 540-9966 Website: a•w•w.rnrceenginccringtcsting.com Compliance Statement: The product as described In this report has demonstrated compliance with the Florida Building Code 2020, Sections 1504.3.2,1504.7. Product Description: Hampton Rib 26 Ga. and 29 Ga. Steel Roof Panel, 36" Wide, through fastened structural roof panel. Structural Application. Panel Material/Standards: Material: 26 Ga. Steel, ASTM A792 or ASTM A653 G90 Grade 50 29 Ga. Steel, ASTM A792 or ASTM A653 G90 Grade 80 Conforming to Florida Building Code 2020 Section 1507.4.3. Optional paint finish. Corrosion Resistance: Panel Material shall comply with Florida Building Code 2020, Section 1507.4.3. Panel Dimension(s): Thickness: 26 Ga.: 0.0185" min. order thickness 29 Ga.: 0.0142" min. order thickness Width: 36" maximum coverage Rib Height: %" major rib at 9" O.C. Panel Rollformer: MRS Metal Rollforming Systems Panel Fastener: #12-14 x Y4" HWH SD#3 with 14mm neoprene bonded washing or approved equal. Corrosion Resistance: Per Florida Building Code 2020, Section 2507.4.4. Substrate Description: Minimum 14 Ga. (Grade 50) Steel framing, Minimum 16 Ga. (Grade 50) Steel framing, or Minimum 18 Ga. (Grade 50) Steel framing. See Table A & B for steel gauge. Framing must be designed in accordance w/ Florida Building Code 2020. Allowable Design Pressures: Table "A" 26 Ga. Hampton Rib Roof Panni Maximum Design Pressure: -57.3 psf -72.9 psf -67.7 psf +46.9 psf +54.7 psf Panel Fastener Pattern: 2-1-2-1 2-1-2-1 2-1-2-1 2-1-2-1 2-1-2-1 Panel Span: 51-0" O.C. 4'-0" O.C. 4'-0" O.C. 51-0" O.C. 4'-0" O.C. Substrate: Min.14 Ga. Steel Framing Min. 14 Ga. I Steel Framing Min.14 Ga. Steel Framing Min. IS Ga. Steel Framing Min. 18 Ga. Steel Framing uesign rressure inciuees a 5arety Factor = 2.0. �6�09�i U i d 1?Agg� VINTArwce b- a o aka c a , FL# 27402.1 R2 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHNATHAN GREEN ON THE DATE ADJACENT TO THE SEAL. ED COPIES OF THIS MENT ARE NOT DEFIED SIGNED AND A AND THE TURE MUST BE IED ON ANY 'RONIC COPIES. Force Engineering & Testing 19530 Ramblewood Drivv Humble, Tcxus 77338 Phone: 4281) 5a0-6603 FAX: (281) 540-9966 Wehsile: www.rorceengiueeringtcslhig.com Maximum Design Pressure: -57.3 psf -150.9 psf +39.0 psf +143.1 psf Fastener Pattern: 6"-3"-6"-3"-6"-3"-6" 6"-3"-6"-3"-6"-3"-6" 6"-3"4"-3"0-3"-6" Fastener spacing 4'-0" O.C. 2'-0" O.C. 4'-0" O.C. 2'-0" O.C. - -.... ••---...-m.... —.—.'V cowl -c.a. Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2020, Section 1504.3.2, 1504.7. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2020, as relates to Rule 61G20-3. Performance Standards: The product described herein has demonstrated compliance with: ■ ASTM E 1592-05 (2012) Test method for structural performance of sheet metal roof and siding systems by uniform static air pressure difference ■ FM 4471-92 - Foot Traffic Resistance Test Reference Data: 1. ASTM E 1592-05 (2012) Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 667-0060T-18A-E, 667-0061T-18A-D 2. FM 4471-10, Section 4.4 Foot Traffic Resistance Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 667-0060T-18F, 667-0061T-18E 3. . Certificate of Independence ByJohnathan Green, P.E. (No. 88223) @ Force Engineering & Testing (FBC Organization # ANE ID:12901 Test Standard Equivalency: 1. The FM 4471-10, Foot Traffic Resistance test standard is equivalent to FM 4471-92. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. 0%110 0 u9 jp� Al0a a ®� oe'�p�6g8C�' p � s o M0 ; �; V AL IFT,# 27402.1 R2 ITEM HAS BEEN 'ALLY SIGNED AND ED BY JOHNATHAN ?N ON THE DATE CENT TO THE SEAL. I COPIES OF THIS .NT ARE NOT _RED SIGNED AND AND THE IRE MUST BE ) ON ANY )NIC COPIES. Force Engineering & Testing ` 1 19531) Rumblewood Drive Humble, Texas 77338 I'bune: (281)540-6603 FAX: (281)540-9966 Website: www.rurceenginecringtesting.cum Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2020, including Section 1507.4.2 and In accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. Installation: Install per manufacturer's recommended details. Insulation: Manufacturer's approved product (Optional) Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear diaphragm values are outside the scope of this report. Design Procedure: Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2020 for roof cladding wind loads. These component wind loads for roof cladding are compared to the allowable pressure listed above. The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover. Support framing must be in compliance with Florida Building Code 2020 Chapter 22 for steel, and Chapter 16 for structural loading. �618d d�dBD�d®d X-ei OD 9 + a 0 4 o Ei ®cos "ffe,,O0PAill ®�®�� FU 27402.1 R2 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BYJOHNATHAN GREEN ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. Force Engineering & Vesting 19530 RRmblemod Drive Humble, Tec:+.r 77338 Phone: (281) 540-6603 FAX: (281) 540-9966 Website:+r+vetforccengin�eringlesting.com 26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1 �jj 12-14 ■ 3/4' 1011 S03 W/ IQ&1A SONDEO NEOPRENE WASHER 29 GA. HAHPTON RIB FASTENER PATTERN 6"-3"-6"-3"-6"4-4" Q12-11 x 3/: RWAH 5D3 W/ 1.1AM QONDEO NEOPRENE WASHER 59 �CV �,}nn�e v®��40aQ Lea�� FL# 27402.1 R2 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHNATHAN GREEN ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.