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Home My WebLink AboutRevisions OFFICE USE ONLY: DATE FILED: 10/26/21 PERMIT# 2110-0040 REVISION FEE: RECEIPT# PLANNING&DEVELOPMENT SERVICES RECEIVED BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE OCT 26 2021 FORT PIERCE,FL 34982-5652 (772)462-1553 gt:I_upla Gcur;ty Permitting APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: 2410 Royal Palm Drive Fort Pierce FL DETAILED DESCRIPTION OF PROJECT REVISIONS: Change product approval for metal for back section of roof FL 3 9 3qO CONTRACTOR INFORMATION: FILE COPY STATE of FL REG./CERT. #: CGC1515114 ST.LUCIE CO CERT. #: 25599 BUSINESS NAME: Sunrise CHDO Inc QUALIFIERS NAME: Roderick Waller ADDRESS: 130 S Indian River Drive Suite 202 CITY: Fort Pierce STATE: FL ZIP: 34947 PHONE(DAYTIME): 772-201-2850 FAX: 772-907-0420 OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME: FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): c I, SLCCC: 9123109 :' Revised 06130/17 1,2:57 PM Florida Building Code Online f 13CIS Home Log In User Registration Hot Topics Submit Surcharge I Stats&Facts Publications I Contact Us , BCIS Site Map I Links ' search ' Florida Product Approval FUSER:Public User y(B�KS u Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL39390 Application Type New RECEIVED Code Version 2020 Application Status Approved OCT 2 6 2021 Comments St,Lwclo C aunty �l '0 `n'r " fFnItting Archived [, r7 . �J!!Otf`"13�y i �tib `l it'1�lI• P Product Manufacturer UNION CORRUGATING COMPANY �C iW Address/Phone/Email 701 S. KING ST. '� ! FAYETTEVILLE, NC 28301 ®�� Y f( (910)813-2432 0 CrN rblake@unioncorrugating.com Authorized Signature Randy Blake rblake@unioncorrugating.com Technical RepresentativeRbVIS10 Address/Phone/Email j` Quality Assurance Representative Address/Phone/Email Category Roofing FILE Copy Subcategory Metal Roofing 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 Bala Sockalingam Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 09/07/2027 Validated By Yoosef Lavi, P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL39390 RO COI CertificateIndeoendence.pdf Referenced Standard and Year(of Standard) Standard Year TAS 100 1995 TAS 110 2000 TAS 125 2003 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pr app_dtl.aspx?param=WGEVXQwtDgtBjiarh%2f9gdRE5CQxWmp/o2fmTP%2brTSPUWVg8RgOUIdTc55g%3d%3d 1/2 1,2:57 PM Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 08/12/2021 Date Validated 08/13/2021 Date Pending FBC Approval 08/19/2021 Date Approved 10/12/2021 Summary of Products FL# Model,Number or Name Description 39390.1 Aluminum 7/8"Corrugated Panels Min. 0.032"thick aluminum, maximum 34.67"wide coverage through fastened panel over 15/32"thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL39390 RO II EvaluationReportC2499 i.pdf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party:Yes Design Pressure: +N/A/-164.6 Evaluation Reports Other: Uplift load of 81.4 psf @ fastener spacing of 24"o.c. & FL39390 RO AE EvaluationReportC2499 1.pdf 164.6 psf @ fastener spacing of 8"D.C. Created by Independent Third Party: Yes 39390.2 ML150 Min 24 ga.,max 16.5"wide standing seam metal panel with double lock seam over metal deck. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL39390 RO II Eva luation Repo rtC2499 2.(Ldf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party:Yes Design Pressure: +N/A/-162.0 Evaluation Reports Other: Uplift load of 74.9 psf @ clip spacing of 24"D.C.and FL39390 RO AE EvaluationReportC2499 2.(Ldf 162.0 psf @ clip spacing of 6"o.c. Created by Independent Third Party:Yes 39390.3 SL150 Min 24 ga., max 16"wide snap lock standing seam metal panel over metal deck. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL39390 RO II Eva luation Repo rtC2499 3.pdf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party:Yes Design Pressure: +N/A/-97.0 Evaluation Reports Other: Uplift load of 68.4 psf @ clip spacing of 24"D.C. and FL39390 RO AE EvaluationReportC2499 3.pdf 97.0 psf @ clip spacing of 6"D.C. Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824, The State of Florida is an AA/EEO employer.Copyright 2007-Z013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your a-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 mail.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 455,F.S.must provide the Department with an email address if they have one.The emails 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 Chapter 455,F.S.,please click here. Product Approval Accepts: ® RE M Gredit Card; ;Safe https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtBjiarh%2f9gdRE5CQxWm%2fmTP%2brTSPUWvg8RgOUIdTc55g%3d%3d 2/2 .,, rEq EVALUATION REPORT OF UNION CORRUGATING COIVIPAIVY ° `SL150 PANEII' FLORII)A BUILDING CODE 7.TH EI)ITTbN(202Q). FLORIDA PROI)UCT.APPROVAL FL 3 -3�0';3' R00FING 1VIETAL Yt00FING , Prepared Fax: Union Corrugating Company. Ol S.,King St., Fnyt'teville NG 28301 } �v epphOne.(910)483:0479 FAt (91t�)483-1491 Prepared By... Bala Sockahngam,'.Ph Florida Professional Engineer#62240 1216 N Iansmg Ave Suite C - Tuls.a OK 74.106. Telephone (5�18)492 5992 FAX' {866j 36&-943. reo :cosisoThi nsf EvaTuati0n Report(3 Pages including. Tnstallation,I3etails(1 Page) t � #fA�f'p � � I;pad Span'Table R0 62240 . a, av n m Re ort No C2499 3 s TOTE C�.F T Date 8,12.202,1 aS w � b t2 2�:1 t - M h FL 39390.3 C2499-3 8.12.2021 Pagel of 3 Manufacturer: Union Corrugating Company Product Name: SL150 Panel Description: Snap lock standing seam panel with max. 16" wide coverage and 1.5" high ribs Materials: Minimum 24 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel -(ASTM A755). Corrosion resistant as per FBC 2020 Section 1507.4.3. Deck Description: Min 22 ga. 33 ksi B-deck for new and existing construction with supports spaced at maximum 5' ft o.c. The deck and its attachment to supports must be designed by other to carry the panel loads. Underlayment: Minimum underlayment as per FBC 2020 Section 1507.4.5.1. For HVHZ, minimum underlayment as per FBC 2020 Section 1518.2, 1518.3 and 1518.4. Insulation: Maximum 4" thick rigid board insulation. (Optional) For HVHZ, min. 3/4" and max. 4" thick rigid board insulation Slope: 1/4:12 or eater in accordance with FBC 2020 Section 1507.4.2 p �' For HVHZ, 2:12 or greater in accordance with FBC 2020 Section 1515.2. Design Uplift Pressure: 68.4 psf at clip spacing of 24" o.c. (Factor of Safety=2) 97.0 psf at clip spacing of 6" o.c. Panel Attachment: One piece 20 ga., 2.25" long clip with (2) #14-13 pancake head deck fasteners through 4"x 5" x 16 ga. bearing plate, felt and rigid insulation into deck. Fastener shall be of sufficient length to ensure a minimum penetration of 3 pitches of thread below the steel deck. Clips, bearing plates and fasteners are corrosion resistant as per FBC 2020 Section 1506.7 and 1507.4.4,respectively. Test Standards: Roof assembly tested in accordance with TAS 125-03 `Standard Requirements for Metal Roofing Systems', TAS 100-95 `Test Procedure for Wind and Wind Driven Rain Resistance of Discontinuous Roof Systems' and TAS 110-00 `Testing Requirements for Physical Properties of Roof Membrane, Insulation, Coatings and Other Roofing Components'. Code Compliance: The product described herein has demonstrated compliance with FBC 2020 Section 1504.3, 1507.4, 1518.9 and 1523.6.5.2.4. FL 39390.3 C2499-3 8.12.2021 Page 3 of 3 Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2020 Section 1609, Section 1620 or ASCE 7-16 using allowable stress design. Maximum clip spacing listed herein shall not be exceeded. The design pressure for reduced clip spacing may be computed using rational analysis prepared by a Florida Professional Engineer or based on Union load span table. This evaluation report is applicable in High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2020 Section 1505 and current approved roofing materials directory or ASTM E108/UL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: TAS 125 Test Report Farabaugh Engineering and Testing Inc. Project No. T216-21,Reporting Date 8/2/2021 TAS 100-95 Test Report J Farabaugh Engineering&Testing, Inc. Report No. T217-21,Reporting Date 7/26/2021 TAS 110-00 Test Report on Valspar Fluropon coated metal panels PRI Asphalt Technologies Report No. VLS-004-02-01, Reporting Date 2/22/2013 Report No. VLS-005-02-01, Reporting Date 2/22/2013 IXUWN BY: CHECRE" B.S. R.B. ROOF PANEL (REF. NOTES MAX 16" ror: a¢: & PANEL DETAIL) CLIP SPACING AS PER _ ALLOWABLE PRESSURE TABLE BEARING / \ SEE DETAIL 1 a PLATE THIS SHEET UNDERLAYMENT 11 RIGID INSULATION ' �--jCLIP FASTENER DECK SUPPORTS MAX 4" THICK DECK NOT SHOWN (2 PER.CLIP) MIN 22 GA. d TYPICAL PANEL INSTALLATION X—SECTION d 0 0 U N U wN Z F-O PANEL PANEL CLIP j Wo0 - n BEARING PLATE r----- NYu) PLAT CLIP UNDERLAYMENT i — ] UNDERLAYMENT J Q x J oo -- — ------- ---- W cN xNo J In a < 00 ?� Ln Ln z 0 DECK N LL! RIGID INSULATION RIGID INSULATION] a. MIN 22 GA. MAX 4" THICK MAX 4" THICK o Lo CLIP FASTENER N a Nom CLIP FASTENER 14-13 DECK SCREW DECK 2 PER CLIP) d ate` (2 PER CLIP) MIN 22 GA. 0 0 z zoa v CLIP SECTION VIEW CLIP SIDE VIEW s, N Q vS U DETAIL 1 y �g W M GENERAL NOTES: 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS SHALL BE 24 GA. (t = 0.023"). EFFECTIVE COVERING WIDTH OF IC\ I JI n PANEL = 16". 3. ROOF PANELS SHALL BE INSTALLED OVER STRUCTURE AS SPECIFIED ON THIS DRAWING. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS 'ill PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS 16" ARE GREATER THAN THE ALLOWABLE WIND LOAD TABLE. S. CLIPS & FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM PANEL SECTION REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS WING N . V. (MIN 24 GA.) REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. 2499-3 PAGE N0. 1 OF 1 UNION CORRUGATING COMPANY L150 Panel Uplift Loads Min 24 GA: Description';.. Chp Spacing Allowable U I ftII III . Along Panel,Leng, - Load (in} ( sfj Max Coverage width: 16"' 6. 97,4 Snap Lock Seam 8 93 _. - 9 42.2 _- -___ I-._ _ SL15Q.fixed clip 10 90.6 2.25"'long; 1:5"`ta11 20 ga. 12 i87.4 . II 14; 84'.3 Clip.FastenM: v15 $2'.7 - ._. (2)414-1.3 Lang pancake head, . 16 81'.1 deck screws' 18 __.779 - _.2a 74;.7 Deck: 21 73.I 22'ga. B-Deck 22 . - 71.6 " II III I. T -_ __— _.._ .. ....._- _----I.. 24 68.4 Notes: 1.. The bold!;numbers indicate'design loads,calculated fromtest data with'safety factor of'2. - 2., Panels must be instal, ,:per Evaluutic�n RepUrt FL`3939(?.3:.and Union current installatinn,procedd . I. II %�. oel<aQIV e IVa 62240 .� _k . ,.x o o r A` + ^ sad, '�:.+,r o ' ` Q n. A�.s' m .' . II I7 7 I.-- .: Cs: 't 2 2.0 .2-,' t. 1216 N Lansing hve.,Suite C' B,ata IS. ockalingam,Ph:D,.P. > Tulsa,,C31c 741Q6 FZ.640 918:492 5992.