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Home My WebLink AboutReviewed by PETE S 2021 union 5v product approval with cover sheet1/14/22, 12:02 PM FW,da BukkV Code Cie 1 Product Approval USER_ Pumic user Product Approval Menu > Produrk or Applieatmn Search > A_ypiication List > FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method UNION CORRUGATING'GQ7 701 S. KING ST. FAYE7TEVILLE, NC 28301 (910) 813-2432 rblake@unioncoiTugabng.com Randy Blake rblake@unioncorrugating.com Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Kardcopy 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 pate 09/07/2027 Validated By Yoosef Lavi, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By F1-20484 R2 CO] PUdWS'.�.P-df Standard YM FM 4470 2016 TAS 125 2003 UL 1897 2012 UL 580 2006 Sections from the Code 1/14/22, 12.02 PM Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved 5umma Method 1 Option D 10/10/2020 10/12/2020 10/22/2020 12116/2020 Hode1, Humber of name lion - ff0484.1 5V Min 26 ga., 24' wide through fastened panel aver 15/32 idk p4vmod In>stailation T Limits of Use Approved for use in HYHZ: No FL204§4 R2 I Ev lua " n gp44- 1 1.odf Approved for use outside HvHZ: Yes Verified By: Bala Sockalingam, P.E. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-164 Evaluation Reports Other: Uplift load of 71.0 psf @ fastener spacing of 24" o.c & FL20484 R2 AE Evalu ti nR portC2401 1pdf 169.0 psf @ fastener spacing of 6" o.c Created by Independent Third party: Yes 20484.2 Adva iMtn con panel over 7/16" thick OSB & 15132" & thick plywood rnstalliation Teisbuctlons - - Limits of Use Approved for use in HVK& No FL20484 R2 H EvaluationlkepartC2441 2.pdf Approved for use outside HVifZ: Yes Verified By: Bala Sockalingam P.E. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-131.5 Evakotion Reports Other: Maximum uplift load of 131.5 psf @ seam fastener FL20484 R2 AE FvaluaUonR=rtC24Qj 2.E4f spacing of 4-5/8" o.c_ along seam into min. 15/32- thick APA Created by Independent Third P*ty: Yes rated plywood with retainer strap. 20484.3 Aluminum Advantage-Lok H Max 16.375" wide, nom 0.032` thick (min.) aluminum concealed fastener roof panel over min 15/32' thick plywood _ —---__- deck or 7/16" thick OSB. Limits of Use set Ins#rucHans --- Approved for use in HYHZ: No FL20484 R2 11 EvalualaonRenortC2401 3 pdf Approved for use outside HVHL• Yes Verified By: Bala Sockalingam P.E_ 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-93.5 Evaluatimr Reports Other: Uplift load of 22.5 psf at fastener spacing of 18.5' o.c FL20484 02 AluationPeportC2401 and 86.0 psf at fastener spacing of 4.63' o.c. in 15/32" Created by Independent Third Party: Yes plywood or 7/16" OSB. Uplift load of 93.5 psf at fastener spacing of 4.63" o.c. with adhesive in 15/32" plywood. 20484.4 Ahnrmnnrr SL150 Max 16" wide, nam 0-032' thick (min.) aluminum snap -lock standing sears metal panel over min 15132" thick plywood deck or 7/16' thick OSB Installation Ietstructions [Limi"f Use Approved for use in HVHZ: No fL2Q4VA .E2_II_C-y-4uaiionReokxtC24D1 4.odf Approved for use outside HYHZ: Yes Verified By: Bala Sockalingam P.E. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-86 Evaivabon Reports s Other: Uplift load of 45.0 psf at dip spacing of 24" o-c and FL20484 R2 AE EvaluationReMaC 4Q1 4•pdf 78.5 psf at dip spacing of 6' o.c. in 15/32' plywood or 7/16' Created by Independent Third Party: Yes OSB. Uplift load of 86.0 psf at dip spacing of 6" o.c with adhesive in 15132" plywood. Min 29 ga., 36' wide through fastened panel over 15/32" thick 20484.5 Mash — plywood or 7116' thick OSB Limits of Use Installhirtioln Instructillom Approved for use in HVHZ: No FL20484 R2 11 Evaluation,B= 4Q1 5.p ff Approved for use outside HVFM Yes Verified By: Baia Sockalingam, P.E. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-124 Evaivalion Reports Other: Uplift load of 56.0 psf @ fastener spacing of 24" o.c. & F120484 R2 AE EvaluationReportC2401 5.0 124.0 psf @ fastener spacing of 6" o.c. Created by Independent Third Party: lies 24484.5 I Masterltib Min 29 ga., 36" wide through fastened panel over 15/32" thick dvwood 1/14122, 12.02 PM Florida Bufftng Code Oniine I,tmits of use i Installla on Instructions Approved for use in HVHZ: NO EL20484 R2 I€ vahiatinnrin .r.--> ,� Approved for use outside HVHZ: Yes rhg=2401 6_r>o_r� .. Impact Resistant: N/A Verified By: Bala Sockalingarn, P.E. 62240 Design Pressure: +N/A/-88.5 Create independent Third Party. Yes eports Other: Uplift load of 56 psf for Fastening System 1. Uplift load R2 AE of 88.5 psf for Fastening System 2.Eval e f _. Created by IrKlepeldeat Third Party. Yes 20484.7 I MM0 Limits of use Approved for use in HVHZe No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-124 Other: Maximum uplift load of 124 psf 0 dip spacing of 6" o.c. with 180 seam, self -adhering membrane and liked dip. 20484.8 1 PBR or R Panel Max 16.5' wkie, min 24 ga. steel standing seam panel over 15/32" thick plywood IrnYsSation I FL204 4 R2 II Evailiati401 7.odf Verified By: Bala Sockaiingam, RE. 62240 Created by Independent Third Party: Yes Evaluation Reports a204$4 R2 AE fvaitrati4nReR2r 2an1 �- ^ � Created by Independent Third Party: Yes Min 26 od ., 36' wide through fastened panel over 15/32" thick of use Instructions Approved for use in HVHZ: No InGtolillation ApprUmftFi204.g4 R2 iI Evaivation€tennrrcarlaB. Approved for use outside HVHZ: Yes Verified By: Bala 5ockalingam P.E. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-1615 Evaluation Reports Other: Uplift load of 30.0 psf at fastener sparing of 48" o.c. FL29MA R2 AE fvakobnnReportC2401 8.ndf and 161.5 psf at fastener spacing of 6' o [ Created by Independent Third Party: Yes 20484.9 SL175 Max 18" wide, min 24 ga., snap -lock standing — ng seam metal panel over 15132" thick plywood Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ.• Yes Impact Resisiant: N/A Design Pressure: +N/A/-93.5 Other: Uplift load of 39.8 psf @ dip spacing of 36" o.c. and 78.6 psf @ clip spacing Of 8' o.c with felt. Uplift load of 93.5 psf @ clip spacing of 12" o.c. with self -adhering membrane. Irtmaillation instructions 1`120484- R2 II EvalujjtionReDortQ401 a odf Verified By: Bala Sockalingam, P.E. 62240 Created by Independent Third Party: Yes Evaluation Reports R20484 R2 AE EvaluWnReoortC2401 9_odf Created by Independent Third Party: Yes sack o8ext CQ,n=I :: 2601 Blair RPM ftacl, Tallahassee FL 32399 Ph2as, The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Satement :: AccessiblM Staiem :: {refund Statement Under Florida law, email addresses are public recants_ if you do riot Bard your e-mail address reused in response to a public-remrds request, do not send electronic mail to this entity. Instead, contau the office by phone or by traditional mail. if you have arty questions, please contact 850.487.1395. 'Pursuant to Section 4S5.275(i), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, fi5, must provide the Department with an email address if they have one. The emails provided may be used for official communion 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 ficeneee under Chapter 455, F.S., please click her. Product Approval Aooapts: C] ® c-- Credit Card Safe i T EVALUATION.. REPORT OF UNION CORRUGATING COMPANY `26 GA. 5V PANEL` FLORIDA BUILDING CODE 7TH EDITION (2020) FLORIDA PRODUCT APPROVAL FL 20484.1-R2 ROOFING 'METAL ROOFING Prepared For: Union Corrugating Company 701 S. King St. Fayetteville, NC 28301 Telephone: (910) 483-0479 Fax: (910) 483-1091 Prepared By: Bala Sockalingam, Ph.D., P.E. Florida Professional Engineer #62240 1216 N Lansing Ave., Suite C Tulsa, OK 74106 Telephone: (918) 492-5992 FAX: (866) 366-1543 This report consists of Evaluation Report (3 Pages including cover) Installation Details (1 Page) Load Span Table (1 Page) Report No. C2401-1 Date: 10.10.2020 1Cy.t�j. L(r FL 20484.1-R2 C2401-1 10.10.2020 Page 2 of 3 Manufacturer: Union Corrugating Company Product Name: 5V Panel Panel Description: 24" wide coverage with (5) 1/2" high ribs Materials: Minimum 26 ga., 80 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. 15/32" thick APA rated plywood or min. 3/4" thick wood plank (min SG of 0.42) for new and existing constructions. Designed by others and installed as per FBC 2020. New Underlayment: Minimum underlayment as per FBC 2020 Section 1507.4.5.1. Required for new construction. Existing Underlayment: One layer of asphalt shingles over one layer of #30 felt. For reroofing (Optional) construction only. Slope: 112.12 or greater in accordance with FBC 2020 Section 1507.4.2 Design Uplift Pressure: 71.0 psf at fastener spacing of 24" o.c. (Factor of Safety = 2) 169.0 psf at fastener spacing of 6" o.c. Panel Attachment: 910-15 x 2" long wood screw with washer. Fasteners are corrosion resistant as per FBC 2020 Section 1507.4.4. At interior max 12" o.c- across panel width through panel rib At panel ends max 6" o.c. across panel width through panel flat and rib Minimum fastener length of 1.5" for new construction. For existing construction, fastener shall be of sufficient length to penetrate through the deck a minimum of 3/8". Test Standards: Roof assembly tested in accordance with UL580-06 `Uplift Resistance of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering Systems'. Test Equivalency: The test procedures in UL 1897-04 comply with test procedures prescribed in UL 1897-12. Code Compliance: The product described herein has demonstrated compliance with FBC 2020 Section 1507.4. Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2020 Section 1609 or ASCE 7-16 using allowable stress FL 20494,1-R2 C2401-1 10.10.2020 Page 3 of 3 design. The maximum fastener spacing listed herein shall not be exceeded. The design pressure for reduced fastener spacing may be computed using rational analysis prepared by a Florida Professional Engineer or based on Union load span table. This evaluation report is not applicable in High Velocity Hurricane Zone. Refer to current NOA for use of this product 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 EIOSAM790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: UL580 & UL1 S97 Test Reports Farabaugh Engineering and Testing Inc. Project No. T197-16, Reporting Date 5I12/16 � SfiiZ-£Bb-01& c.c:ax�sc nay pus-za.-ais 3r� tMZ ON ! 37 us 9 � rliili OL ()a ONEIIf)i, 12 80J NOW soar,: ra ssxu. 8„ -MNroli AS 3A0 16 NCf1�0 N09�.# {YF O fn 2 3 ¢ xo!&D Zn - - a ac g aw #z YLnm L P z WWo0T0 Z3Tyxi� AM U Ww;mrl+mlQ W� W W ? On 2 m n 41JJUm�U{!]� cc77 T m C4 ZwO'o�m4 _ M '1 iSl� � VI W U U 2 Wmi m OZ TT~Z1WI " �Jyr�.r��,na � Z O �� RZl a� ��j �ufQ�QO x �4 LLi -E6i2p mz�d�pLi��'�u 4 iJQ Q. Intl � txJiU C wT x OayWxxiJ�04 d CL r N G 4 O d N FM Ia W m x=lm L UMA J_ z W t LJ w J V) Z J _ Z N Z^ O uJj y~ LL Z J� a z ar a IN w o J Q O W r CN LLJ Ci o � o i5 w o-C Oct x Ld o ! ink Z� x3 oJ4 71 _ c� 3 Z 0 ; Z 7 X UNION CORRUGATING COMPANY 5V Panel Uplift Loads (Mn 26 ga.) Description Fastener Spacing Allowable Uplift along Panel Length Load (in) (. f) Coverage width: 24" 6 169.0 Panel Fasteners _ .._ f o 147.2 # 10-15 hex head screws with 12 _ 136.3 -- - - sealed wash_.14 - ------ 121.7 ----._ -_ 16 - - - 106.5 Panel fasteners spaced at 12" - - - - - — 94.7 --- 1$ o.c. across panel width through ribs. 20 22 77.5_ Notes: 1- The bold numbers indicate design loads calculated from test data with safety factor of 2. '_. Panels must be installed as per Evaluation Report FL 20 44-4.1 and Union current installation procedure. 1216 N Lansing Ave_. Suite C Tulsa, Ok 74106 918 492 599" Bala Socltalingam. Ph.D- P.E. F1.62240