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Home My WebLink AboutPRODUCT APPROVAL STRUCTURAL WALL. , r•h C -. r + tic' y!. t i' f y F •w* at SCIS Home Log In User Registration Hot TOPIM Submit Surcharge Stat, ti Facts, !Publications contact Us BQs Site Map Ualry search usert vnAu proval er Product Approval menu > Predurk or Anpllealron EMMft> Aypllration Ust > Appileatton Detail r . Fl- # FL27403-112 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Carports Anywhere 10858 S.E. County Road 221 Starke, FL (352)468-1116 bodom@carportsanywhere.com Brandie Odom bodom@carportsanywhere.com Category Structural Components Subcategory Structural Wall Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Johnathan Green Evaluation Report Florida License PE-88223 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance contract' Expiration Date 06/13/2023 Validated By Brian Jaks, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product,Standards Certified By Sections from the Code Product Approval Method FL27403 R2 COI Letter of Certification-Caorts Anywhere sealed.od'f 1709.2 Method 2 Option B I , Date Submitted 08/04/2020 Date Validated 08/10/2020 Date Pending FBC Approval 08/22/2020 f> Date Approved 10/13/2020 f. ' ' ' Sum of Products ' ' FL # Model, Number or Name I Description 27403.1 I Hampton Rib Wall Panel I Hampton Rib Wall Panel over open Framing Limits of Use Approved for use injHVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +46.9 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 FL27403 R2 iI Hampton Rib Wall Panel sealed.pdf Verified By: Johnathan E Green, P.E. 88223 Created by Independent Third Party: Yes Evaluation Reports FL27403 R2 AE Hampton Rib Wall Panel sealed.pdf Created by Independent Third Party: Yes y I- P e es- pa I g air n �o e a n am Ig Limits of Use Approved for use In (HVHZ No Approved for use outside HVHZ: Yes Impact Resistant: N%A Design Pressure: +40.0 psf/-37.0 psf Other: +40.0 psf at 4'-0" o.c. -37.0 psf at 4'-0" o.c. Install per Manufacturer's Details. ,Not for use in HVHZ Zones. Installation Instructions^` FL27403 R2 It Resi-Lao Wall Panel DRAFT sealed.pdf Verified By: Johnathan E Green, P.E. 88223 Created by Independent Third Party: Yes Evaluation Reports FL27403 R2 AE Resi-Lap W0 Panel DRAFT sealed pdf Created by Independent Third Party: Yes 0 Contact Us:: 201 81alr Stone Road, Taifahassce FL 32399 Phone: 850.487-18Z4 The state of Florida Is an AAJEED employer. Copynaht 2007-2013 Smte eP Fladda.:: Privacy Statement :: Accesslhllhv 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 notsend electronic mail to this entity. Instead, contact the ciice by phone or by traditional mall. If you have any questions, please contact 850AS7.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4Ss, F.S. must provide the Department with an email address If they have one. The emalls provided may be 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 are a licensee under Chapter455. F.S., please dick II&IM. Product Approval Accept=. Credit Card Safe d � •p+ Force Engineering & Testing 11KI11 Itamblexrancl Urive fl unble.'fexas 77338 1'bn ne: (281)--M-66113 1',1 X: 1231) 5411.9J66 Wehsile: on»tforceengiacerin11Gw1im cum Product Evaluatfo n Report CARPORTS ANYWHERE Florida Product Approval # 2M3.1 i2 Florida Building Code 2020 Per Rule 61G20-3 Method: 2—B Category: Structural Components Subcategory: Structural Wall Compliance Method:61G20-3.005(2)(b) NON HVHZ Product Manufacturer: 10858 S.E. County Road 221 Starke, Florida 32091 Engineer Evaluator: ➢8".. attu>, Green, P.E. 9 28223 Florida Evaluation ANE ID: 22901 Validator• Wan ➢aEs, P.E. #70159 Contents: Evaluation Repare Pages 3- 4 FL# 27403.1 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_ Compliance Statement: Product Description: Panel Material/Standards: Panel Dimension(s): Panel Fastener: Substrate Description: I Allowable Design Pressures:) w. I r Force Engineering & Testing 1953111111mbictir111)tl Drive Humble. Texas 77.138 Pbune: 12311 5411-6603 F:1X: 123li 540.91766 lvebsile: nnn.fnrccenyiuecrin}IcStSu}.eunt The product as described in this report has demonstrated compliance with the Florida Building Code 2020, Sections 1709.2. Hampton Rib 26 Ga. and 29 Ga. Steel Wall Panel, 36" Wide, through fastened structural wall panel. Structural Application. 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 1405.2. Thickness: 26 Ga.: 0.0185" min. order thickness 29 Ga.: 0.0142" min. order thickness Width: 36" maximum coverage Rib Height: Y4" major rib at 9" O.C. Panel Rollformer: MRS Metal Rollforming Systems t#12-14 x 3.' HWH SD93 with 14mm neoprene bonded washing or approved equal. Corrosion Resistance: Per Florida Building Code 2020. 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. Maximum Design Pressure: -57.3 psf -77-9 psf -67.7 psf +46.9 psf +54.7 psf Panel Fastener Pattern: 2-1-2-1 2-1-2-1 Z-1-2-1 Z-1-2-1 2-12-1 Panel Span: 5'-0" O.C. 4'-0" O.C. 4'-0" O.C. ` 5'-0" O.C. 4'-0" O.C. Substrate: Min.14 Ga. Steel Framing Min.14 Ga. Steel Framing Min.14 Ga. Steel Framing Min.18 Ga. Steel Framing Min. 28 Ga. Steel Framing uemgn rressure mnuaes a 3arery t•actor = z.u. a r TL# 27403.1 R2 THIS REM 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 19531) R:mtbiewend Drive Ilumble. Texas 77333 Phone: 123lt540•6603 FAX: 12HIJ5411.9966 Wulisile: enn.furceeugineeringlesling,cotu Te61n k�R" 9a G.. LIZ 6nw ail. 1.1,11 a Maximum Design Pressure: -57.3 psf -150.9 psf . +39.0 psf +143.1 psf Fastener Pattern: ; 6"-3"-6"-3"-6"-3" 6" fi"-3"•6"-3"-6"-3" 6" 6"-3" 6"-3"-6"-3" 6" 6-3"•6"-3"-6"-3"-6" Fastener Spacing: 4'-0" O.C. 2'-0" O.C. 4'-0" O.C. 2'-0' O.C. Substrate: Min.l6ga. Steel Framing Min.16ga. Steel Framing Min.26ga. Steel Framing Min.16ga. Steel Framing uamau rl—uRf immu" a Ja:Ly ractur= L.V. Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2020, Section 1709.2. 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 IS92-05 (2012) Test method For structural performance of sheet metal roof and siding systems by uniform static air pressure difference Reference Data: 1. ASTM E 1592-05 (2012) Test Force Engineering & Testing, Inc. (FBC Organization tt TST-5328) Report No. 667-0060T-18A-E, 667-0061T-18A-0 2. Certificate of Independence By lohnathan Green, P.E. (No. 88223) @ Force Engineering & Testing (FBC Organization It AN ID.-12901) ^,�zst;9auJJd9'� 4: �e.� Q �• � O E8223 a v a w a O ' ;41,V,dff� i"rAl , FL# 27403.1 R2 Quality Assurance Entity. Installation: Insulation: Panel Fire Classification: Shear Diaphragm: Design Procedure: Force Engineering d& Testing 175311 Rumbleenud Drive Humble. Texas 77338 Phime: 1231) 5-W-6603 1'AX: 1231) 5411.9966 1Ve1�cilr. wirw.fanem��iuerringtcaliug.cum 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. Install per manufacturers recommended details. Manufacturers approved product (Optional) Fire classification is not part of this acceptance. Shear diaphragm values are outside the scope of this report. Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2020 for wall cladding wind loads. These component wind loads for wall 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. to'�a9iaai�d0� a ter,'-1i d v �11.J6ii� FL# 27403.1 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. r Force Engineering & Testing 19.43111tmnbleirood Drive Flumble. 7 Lms 77338 Phone; (2:f115.10-66113 FAX: (23U5.11)•996G lYebsilc: u•�ru•,lorcecnginecringleslinL.cnm 26 GA. HA!/,PION RID FASiEHER PATTERN 2-I-2-1 `— 912-14 c 3j V HY.i SU3 IY/ 14MM 00H0E0 '140PRE„E 77A91CH 29 GA. HAMPTON Rig FASTENER PATTERt1 6"-3"-6"-3"-6"-3"-G" `,¢12-14 , 3j4" 1!rltl S03 W/ HUM 0050E7 NCOPR04C =151:E?. ��ce�Qdi�Bpddd J a a 1 a r �3fl6 FL# 27403.1 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.