The URL can be used to link to this page

Home My WebLink AboutPRODUCT APPROVAL - STRUCTURAL WALL- m SCIS Home i Log In I User Registration Hot Topics I Submit Surcharge I state & Fads I Publications I Contact us 'i KIS Slte Map I Unks 1 Searchd, ! Florida t�► r i�•i Product Approval IUSER: Public User P dm uet Approval Menu > Productar Aapllcatfon Search > AppUcation Ust> Application Detail oil —111MIM' FL # .. FL27403-R2 ; Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Carparts:Anywhere Address/Phone/Email 10858 S.E. County Road 221 Starke, FL (352) 4681116 bodom@car portsanywhere..com Authorized Signature Brandle Odom bodom@carportsany.Where.com Technical Representative ' ' Address/Phone/Email ' Quality Assurance Representative Address/Phone/Email 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 ]ohnathan Green Evaluation Report . Florida Ucense PE-88223 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/13/2023 Validated By Brian Saks, P.E. Validation Checklist - Hardcopy Received Certificate of'Independence' FL27403 R2 COI Letter of cerW' cation -Carports Anywhere sealed.ndf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 Product Approval Method Method 2 Option B t Z Date Submitted 08/04/2020 Date Validated 08/10/2020 Date Pending FBC Approval 08/22/2020 Date Approved 10/13%2020 Summary of Products FL # Model, Number or Name Description 27403.1 Hampton Rib. Wall Panel Hampton Rib Wall Panel over open Framing Limits of Use Installation:Instructions Approved for use in HVHZ: No FL27403 R2 U Hampton Rib Wall Panel sealedpdf Approved for use outside HVHZ: Yes' Verified Byi 7ohnathan E Green, P.E. 88223 Impact Resistant: N/A Created by Independent Third Party. Yes Design Pressure: +46.9 psf/-57.3, psf Evaluation Reports Other: See Evaluation Report for various Design Pressures.. FL27403 R2 AE Hampton Rib Wall Panel sealed.pdf Install per Manufacturer's Details. Not for use in HVHZ Zones. Created by. Independent Third Party: Yes. . r p e, 1 g n o, o n g. Limits of Use Installation: Instructions Approved for use in HVHZ: No FL27403 •RZ If Resi-tap Wall Panel' DRAFT sealed.Ddf Approved for use outside HVHZp Yes Verified By: lohnathan E Green, P.E. 88223 Impact Resistants N/A Created by Independent Third Party: Yes Design. Pressure: +40.0 psf/-37.0 psf Evaluation Reports Other: +40.0 psf at W-0" D.C. -37.0 psf at W-0" ox. Install per FL27403 R2 AE Rest -Lap Wall Panel DRAFT sealed.12ff Manufacturer's Details. Not for use in HVHZ Zones..1 Created by Independent Third. Party; Yes . .• Hack • Mcr.: Contact Us :: 26018 lair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 ' The State of Florida Is an AA/EEO employer. Copyrfuht 2007-2013 State of Florida. ;: Privacy 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 mail to this entity. Instead, contact the office by phone or by traditional mall.. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an email address If they have one. The emalls Provided may be used for official communleation.wlth 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 click here . 'ProductApproval Accepts: 0�1�. Credit Card Safe I 4 Force Engineering &. Testing 1953o.Ramble'%vw l Driie Humhle. Tms 77338 Phmie: (280540-6603 FAX: (291)540-99(,6 Welisile: w%ryr,rorcecnghieeringicslhig.com - Product Evaluation Report CARPORTS ANYWHERE -Hamptoer Rib Wall Panel over open framing Florida Product Approval,# 27403.1 R2. Florida Building Code 2020 Per Rule 61G20-3 Method: 2-9 Category: Structural Components Subcategory: Structural Wall Compliance Method: 61620-3.005(2)•(b) . NON HVHZ Product Manufacturer: Carport Anywhere' 10MB S.E. County. Road 221 Starke; Florida 32691 Engineer Evaluator: Johnathan Green, P.E. ## 88223 Florida Evaluation ANE ID:12901 Validator• Bran Jaks, P.E. ##70159 Contents: Evaluation Report Pages 1-4 O� THIS ITEM HAS BEEN /� DIGITALLY SIGNED AND /®/ SEALED BYJOHNATHAN ,; . GREEN ON THE DATE �S ° c ADJACENT TO THE SEAL. a ° PRINTED•COPIESOFTHIS m e o; = DOCUMENT ARE NOT MTE OF ' � � . CONSIDERED SIGNED AND ' SEALED AND THE. SIGNATURE MUST BE VERIFIED ON ANY AL ELECTRONIC COPIES.i e��Alneeee�lA�e® Compliance Statement:. Product Description: Panel Material/Standards: Panel Dimension(s): Panel Fastener: Substrate Description: Allowable Design Pressures: : Force Engineering & Testing 12530 linmblewood Drive •Humble; Texas 77338 Phone: (281)540-6603 FAX: (2ii.1)540-9966 Websile: a•ww.fotceenghiecringleslhig.com 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 86 'Conforming to Florida Building Code 2020 Section 1405.2.. . Thickness: 26 Ga.: 0.0185"min. order thickness 29 Ga.: 0.0142" mirr. order thickness Width:. 36" maximum coverage. Rib Height: Y4" major rib at 9" O.C. Panel Rollformer: MRS Metal RollfIarming Systems #12-14.x %" HWH SD#3'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 designedin accordance w/ Florida Building Code 2020. Table "A" 26 Ga. Hampton Rib Wall Panel Maximum Design Pressure: -57.3 psf -1.2.9 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: 5'-0" O.C. 4'-0" O.C. 4'-0".O.C.. 5'-V, 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. IS Ga. ' Steel Framing uemgn n ensure mcwaes a aan:cy rac[or = t.u. fie,@99i9 i i i�Ggda s v. .� li9D 13i� a 0 TAMM ado 0 �� e,�'�Ot3i436°:•�� FL# 27403.1 R2 THIS ITEM HAS BEEN DIGITALLY SIGN.ED'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.. r Force .Engineering &. Testing `. ! 19530 Rarnblewood Drive Humble. Trsas 77338 Phmie:.(281)540-6603FAX: (231)54114966 WtImile:%viviv,rorceengbiceringlcsling.cont Maximum Design Pressure:-'-57.3 psf -150.9 psf +39.0 psf +141.1 psf Fastener Pattern: Fastener Spacing:. 4'-0" O.C. 2'-0" O.C. 4'-0" O.C. 2'-0" O.C. Substrate: Min.16ga. Steel Framing Min.16ga. Steel Framing Min.16ga. Steel Framing, .. Min.16ga. Steel Framing *Design Pressure includes a Safety Factor 2.0. 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 Codd 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 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. Certificate of Independence By Johnathan Green, P.E. (No. 88223) @ Force Engineering & Testing (FBC Organization # ANE ID:12901) THIS ITEM HAS BEEN, DIGITALLY SIGNED AND SEALED BY JOHNATHAN %" �'o�(#q��•,®� GREEN ON THE DATE s_ ADJACENT TO THE SEAL ' PRINTED -COPIES OF THIS DOCUMENTARE NOT �• . �d . CONSIDERED SIGNED AND' ,% 6 SEALED AND THE 1*� SIGNATURE�` VERIFI D ON ANY BE ELECTRONIC COPIES. FU 27403.1 R2 Quality Assurance Entity: Installation: Insulation: Panel Fire Classification: Shear Diaphragm: Design Procedure: i Force Engineering & Testing '. 19530 Rumblesvnud Drive 1'16lOble.•Tews 77338 - ... Phone:.(281)540-6603 FAX: (281)5411-9966 AVebsile: ww%,.rorawngiuceriitgttsting.cnm The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing unm der a quality assurance prograaudited by an approved qualityassuranci entity. Install per manufacturer's recommended details. Manufacturer's approved product (Optional) Fire classification is not part of this acceptance. Shear diaphragm, values are outside the scope of this report. is Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16• of the Florida Building.Code 2020 forwall 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. iW*� o dp6tlq�y �.o dO. 23 C Gf r a 6 e o �A71E Citf e v` � ORi-D �aaoe�oa�i011 i 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. Force. Engi neering & Testing 19530.Ramblewood Drive HumblecTe=07335 Phone: (281)540-6603 FAX: (281)540-9966 Nebsite: w11•w.foteeengincerblgtesting.com 26 CA, HAMPTON RIR FASTENER PATTERN • `- #12-14 x' 3/4' HIM S03 %V/ 14141.1 BONDED NEOPRENE WISHER r s 29 GA. NAMPTON Rib FASTENER.PATTERN `§12-14 x 3/4" 16YH SD3 W/ 14MM BONDED NEOPRENE WASHER' 1p9 A ^^. 8 0 a fill 10 r 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.