The URL can be used to link to this page

Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 3 T� `At � .. .ua� r.a.+...,s..ra".» .ai.ur.➢=.,, r...�.n,..aE... y�yA'�;� S �'pa5 8CIS Home Log in User Registration #Hot Topics Submit Surcharge Stats&Facts i Publications 1 FBC Staff 8CIS Site Map Links Search Product Approval y .USER;Public Usert,,yj 1 ' it `ice • Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL17700-RI Application Type Editorial Change Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Whirlwind Steel Buildings Address/Phone/Email 8234 Hansen Road Houston,TX 77075 (832) 555-4611 jose.ortega@whirlwindsteet.com Authorized Signature Jose Ortega jose.ortega@whiriwindste el.com Technical Representative Steve Wright Address/Phone/Email 8234 Hansen Road r Houston,TX 77075 (832)553-4828 steve.wright@whir'lwi.ndsteel.com Quality Assurance Representative Address/Phone/Email Jose Ortega 8324 Hansen Rd Houston,TX 77075 (713)946-7140 jose.Ortega @whirlwindste el.com Category Subcategory Structural Components Roof Deck Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report Ha rdcopy Received Florida Engineer or Architect Name who developed Terrence E.Wolfe the Evaluation Report Florida License Quality Assurance Entity PE-44923 Quality Assurance Contract Ex Lenard Gabert and As Validated By piration Date 05/03/2018 Sates Locke Bowden Validation ChecV- Certificate Of Independence ISt Hardc opy Received Standard FL17700 R1 COI and Year(of Standard) erapCe�ificdt/on;sPCUr�d, Stan_d l df ASTM E 1592 E4uival FM 4471 ence of P Certified By roduct Sta ndards �r Sections from 100S the Code 19 z h�pii 1 9 r�r�wAorlda��l�di I ngo�. b lit Page 2 of 3 t Florida Building Code Online I Product Approval Method Method 1 Option D Date Submitted 05/05/2016 Date Validated 05/24/2016 Date Pending FBC Approval 05/24/2016 I Date Approved 08/17/2016 Summary of Products i FL# Model, Number or Name Description 17700.1 Low Rib X Roof Panel 26 Ga.Low Rib X Roof Panel over open framing Limits of Use Installation Instructions Approved for use in HVHZ: No FL17700 R1 II 26 Ga. Low Rib X Roof Panel NON HVHZ- Approved for use outside HVHZ: Yes Secured.pdf Impact Resistant: N/A Verified By:Terrence E. Wolfe,P.E.44923 Design Pressure: +52.1 psf/-135.3psf Created by Independent Third Party: Yes Other: +52.1 psf @ 5'-0"o.c.-49.5 psf @ 5'-0" o.c.-135.3 Evaluation Reports psf @ 2'-0"o.c. Install per manufacturer's details. Not for FL17700 R1 AE 26 Ga. Low Rib X Roof Panel NON HVHZ- use in HVHZ Zones. Secured.odf Created by Independent Third Party: Yes 17700.2 Sturdi-Rib X Roof Panel 29 Ga.Stu rdi-Rib X Roof Panel over open framing Limits of Use Installation Instructions Approved for use in HVHZ: No FL17700 R1 II 29 Ga.Sturdi-Rib X over ix4 NON HVHZ Approved for use outside HVHZ: Yes -Secured.odf Impact Resistant: N/A Verified By:Terrence E. Wolfe,P.E.44923 Design Pressure: +N/A/-116.OPSF Created by Independent Third Party: Yes Other: -78.5 psf @ 24"o.c. -116.0 psf @ 12"o.c. Install Evaluation Reports per manufacturer's details. Not for us in HVHZ Zones. FL17700 R1 AE 29 Ga. Sturdi-Rib X over 1x4 NON HVHZ -Secured.odf Created by Independent Third Party: Yes 17700.3 Super Seam-Plus Roof Panel 24 Ga.Super Seam-Plus Roof Panel over open framing I Limits of Use Installation Instructions Approved for use in HVHZ: No FL17700 R1 11 24 Ga. Super Seam Plus Roof Panel NON Approved for use outside HVHZ: Yes HVHZ-Secured.pdf Impact Resistant: N/A Verified By:Terrence E. Wolfe, P.E.44923 Design Pressure: +N/A/-160.OPSF Created by Independent Third Party: Yes Other:Table A: -30.0 psf @ 5'-0"o.c. -85.0 psf @ V-0" Evaluation Reports o.c.Table B: -48.3 psf @ 5-0"o.c.-160.0 psf @ V-0"o.c. FL17700 R1 AE 24 Ga. Super Seam Plus Roof Panel NON Install per manufacturer's details. Not for use in HVHZ HVHZ-Secured.odf Zones. Created by Independent Third Party: Yes 17700.4 Super Span X Roof Panel 26 Ga.Super Span X Roof Panel over open framing Limits of Use Installation Instructions Approved for use in HVHZ: No FL17700 R1 II 26 Ga.Super Span X Roof Panel NON Approved for use outside HVHZ: Yes HVHZ-Secured.pdf Impact Resistant: N/A Verified By:Terrence E. Wolfe,P,E.44923 Design Pressure: +52.1 psf/-135.3psf Created by Independent Third Party: Yes Other: +52.1 psf @ 5'-0"o.c. -46.9 psf @ 5'-0"-135.3 psf Evaluation Reports @ 2'-0"ox, Install per manufacturer's details. Not for use in FL17700 R1 AE 26 Ga.Super Span X Roof Panel NON HVHZ Zones. HVHZ-Secured.Ddf Created by Independent Third Party: Yes I 17700.5 Weather Lok Roof Panel 24 Ga.Weather Lok Roof Panel over open framning Limits of Use Installation Instructions I Approved for use in HVHZ: No FL17700 R1 II 24 Ga.Weathe r Lok Roof Panel NON HVHZ Approved for use outside HVHZ: Yes -Secured.Ddf Impact Resistant: N/A Verified By:Terrence E. Wolfe, P.E.44923 Design Pressure: +N/A/-109.3PSF Created by Independent Third Party: Yes Other:Triple Lock: -46.9 psf @ 5'-0"o.c. -96.3 psf @ 2'-0" Evaluation Reports O.C. Double Lock: -57.3 psf @ 5'-0"o.c. -109.3 psf @ 2'-0" FL1770D R1 AE 24 Ga.Weather Lok Roof Panel NON HVHZ o.c. Install per manufacturer's details. Not for use in HVHZ -Secured.odf Zones. Created by Independent Third Party: Yes ` r I Back Next L I contact us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 I The State of Florida is an AA/EEO employer.copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement II http://www.floridabuilding.ol*r/pr_app_dtl.aspx?param=wGEVXQ*qs%2bbt23mL8H... 3/2/2017 . �•�l t fl. v..•^;� '"J-1 �. •'SJ ail `�'',',1 i 5:'fl.li%t�4ii . .ir" I January 25,2016 Whirlwind Steel Buildings, Inc. 8234 Hansen Road Houston,Texas 77075 Subject: 26 Ga. Super Span X Florida Product:Approval,#17700.4 i ` To Whom It May Concern, I The first page of the 26 Ga. Super Span.X:Florida Product Approval Evaluation II Report 417700.4 has a typo. The Florida.Product.Approval number should r p ead ' #17700.4 NOT#10077.4. The typo does:notuaffect the.information in the evaluation - report. Sincere , errence E. olfe .E. 1 a ACCREDITED ACCREDITED TEXAS DEPARTMENT ®/�'1I`• LABORATORY QMIAMMIDA�DECOUI��(�Y+ 1ABORATORY OF INSURANCE ACCRED TED TL-4I i ACCREDITED LABORATORY kL (1 Force Engineering&Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Produtt Evaluafton Report WHIRLWIND STEEL BUILDINGS, INC I 26 Ga. Super,Span X Roof ftnel,over opera framing Florida Product Approval FL 10077.4 Florida Building Code 2014 Per Rule 61G20-3 Method:1—D Category:Structural Components Subcategory:Roof Deck Compliance Method:61G20-3.005(1)(d) NON HVHZ Product Manufacturer: 'Whirlvumd Steel 19dildings,'Pnc. 8234 Hansen Road Houston,TX 77075, Engineer Evaluator: Terrence'E.Wdife,'P E.#144923 Florida Evaluation ANE ID:1920 Validator: :Locke(Bowden,,P.X,FL'#49704 9450 Alysbury Place Montgomery,AL 36117 Contents: j "Evaluation IR.part :Pages 1—/4 ` �� CEN$�. �.t��i NO.490 STATE OF ;a O RI ID A �4r��' fill FL#17700.4 04/30/2015 I i C. II , ?Force Engineering&Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014,Sections 1504.3.2,1504.7. Product Description: Super Span X Roof Panel, Minimum 26 Ga. Steel, 36" Wide, through fastened structural roof panel. Structural Application. Panel Material/Standards: Material: 26 Ga.Steel. ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2014 Section 1507.4.3. Paint finish optional. Yield Strength: Min.80.0 ksi Corrosion Resistance:Panel Material shall comply with Florida Building Code 2014,Section 1507.4.3. Panel Dimension(s): Thickness: 0.0185"min. Width: 36"coverage Rib Height: 1-1/4"major rib at 12"O.C. Panel Fastener: #12-14 x 1-1/4"Ultimate HWH SD with sealing washing or approved equal at 12"- 12"-12" fastener pattern. Panel side laps fastened together w/ %-14 x 7/8" Ultimate HWH SD w/sealing washer at 20"O.C. Corrosion Resistance:Per Florida Building Code 2014,Section 1506.6,1507.4.4 Substrate Description: Min.16 Ga.Steel Framing. Framing must be designed in accordance w/Florida Building Code 2014. Design Pressures: Table"A" Maximum Design Pressure: 46.9 psf 135.3 psf +52.1 psf Fastener Pattern: 12"-12"-12" 12"-12"-12" 12"-12"-12" Fastener Spacing: 5'-0"O.C. 2'-0"O.C. 5'-0"O.C. *Design Pressure includes a Safety Factor=2.0. Z y e EX%��V'f�� i C E �`� E�• 'C• ' O �� C8NSEI,o�� iYo.449� .o' STATE OF / • r �'. F Tro p,Y ID tV ., Stow fafrj ml ♦�I.5• •�,y�� FL#17700.4 04/30/2015 ly: Force Engineering&Testing Inc. u 19530 Ramblewood Drive Hurnble,TX 77338 Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2014,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 2014,as relates to Rule 61G20-3. Performance Standards: The product described herein has demonstrated compliance with: • ASTM E 1592-05 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 Force Engineering&Testing,Inc.(FBC Organization#TST-5328) Report No.14-0286T-14A-C. 2. FM 4471-10,Section 4.4 Foot Traffic Resistance Test Force Engineering&Testing,Inc.(FBC Organization#TST-5328) Report No.14-0286T-14D. 3. Certificate of Independence By Terrence E.Wolfe,P.E.(No.44923)@ Force Engineering&Testing,Inc. (FBC Organization#ANE ID:1920) Test Standard Equivalency: 1. The FM 4471-10,Foot Traffic Resistance test standard is equivalent to the FM 4471-92,Foot Traffic Resistance test standard. 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. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014,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. lv'llf 10 jD 00 C E NO.47� STATE OF 0 F-j ID VDA. #26M FIL#17700.4 04/30/2015 0 � ��. ^ " , rForce o�o�ri gu�Tlev�g��1953on=blewo"uDrive � Humble,TX 77338 Shear Diaphragm: Shear diaphragm values are outside the scope of this report. Design Procedure: Based on the dimensions uf the structure,appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2014 for roof cladding wind loads.These component wind loads for roof cladding are compared u,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 2014 Chapter zz for steel,and Chapter 1h for structural loading. � . STATE OF ar xonm ^ FL#D700.4 nA/30/2015 0 "�� 26 GA. SUPER SPAN X PANEL FASTENER PATTERN 1/4—14 X 7/8" ULTIMATE 12" 12" 12" LAP SCREW @ 20" O.C. #12-14 x 1 '1/4" ULTIMATE HWH SEALER WASHER TAPE SEALANT 3/4" FASTENER OFFSET 3/4" FROM RIB FOR USE ON SLOPES LESS THEN 3:12 Ewa or I'lolloA. 4e Do VA of= 4% N APR 20 2015 Planning&Development Services Department 17 Building•&Code Regulations Division .�1+ (arCl 2300 Virginia Avenue, Fort Pierce, FL 34982—(772)462-1553,t Certification for Compliance Design Load (lance p „j Project Name: CROM EQUIPMENT RENTALS, LLC i Project Address: 2800 INDUSTRIAL AVE#3 Permit#: Occupancy Type: U Construction Type: II-B INSTRUCTIONS FOR USE: t • This certification must be completed,signed,and sealed by the design professional of record. • Submit(2)copies for residential,(3)copies for commercial with all permit applications involving the following: o New Residences(single or multi-family) o Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure. * Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official.Contact the#above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida Building Code Fifth Edition with 20 14 Supplements using ASCE 7-10 2. Structure Designed as(check one): Enclosed _Partially Enclosed X Open 3. Risk Category: _I X II III IV Exposure Category: B X C D 4. Design Wind Velocity 124 mph X ASD _LRFD End Zone Width: 3 ft 5. Mean Roof Height <25 ft Roof Pitch: :12 Parapet: N/A ft 6. Components&Cladding Design Pressures Used:(PSF,based on 10sgft @ 15'MRH,clearly label on all plan openings): Zone 1:+32/-29 Zone 2: +48/45 Zone 3: +64/-88 Zone 4: N/A Zone 5: N/A Garage: N/A 7. Design Loads: Floor: NSA PSF Roof/Dead: 5 PSF Roof/Live: 20 Balcony: NSA PSF Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PSF 8. Were Shear Walls Considered For Structure? Yes x Not Applicable Explain Why Not: STRUCTURE IS AN OPEN BUILDING W1 RIGID FRAME COLUMNS 9. Is A Continuous Load Path Provided? X Yes Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: 2,000 PSF Soil Test Reports Submitted? Yes i DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans &specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. .( also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified: - Michael A, Lue, P.E. 47520 & 8662 ti Print Name Cert#&Co.Cert Auth. Q _ ML Engineering, Inc r• 2030 37th Ave Vero Beach, FL 32960 51gnatu'e; Date;and Seal - Company Name&Address Revised 07/25,2014 1 RECEIVED arming —Development ervices Department- -— -- — -- — :� "� MAR`'a Z 2017 Building & Regulations Division Product Review Affidavit PERMil1;: St. Lucie Cc!!; , Building Permit# Owners Name Applicant: Crom Equipment Rentals LLC RF Concrete Construction !7'p�,-�/�S- Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment Pressures Design Pressure Number Type Windows Mullions t` Fixed Glass _ ti Block Glass , Skylights Sliding Glass Doors Swing Type Doors French Doors Garage Doors Hurricane Protection Roof Ventilation Roofing Material +48 / -45 +52.1 / -46.9 Whidwind Steel Bulldings 26Ga.SuperSpanXRoofPane1 FL 17700.4 N/A #12-14 x1 1/4" Ultimate HWH SD @ 12" o.c Revised 07/22/2014 see attached letter regarding correct FL Pr4d' tlpcaval�number I have reviewed the above components or cladding and I have approved their use in this structure. These products provide e d q af�e resistance to,: he=. wind loads and forces specified b current code provisions. — ' f P Y P _ r , Al M L Engineering Inc Name: ' Signature: �eaC Michael A. Lue 2-28-17 .`' Design Prof: , P.E. Cert.No. 47520 Date: '��FfJ�r';