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Home My WebLink AboutAPPROVED, REVISION-CHANGE 5V METAL TO STANDING SEAMOFFICE USE ONLY: DATE FILED: REVISION FEE: LOCATION/SITE ADDRESS: PERMIT # a ) O `i RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 �r (772) 462-1553 4/1 APPLICATION FOR BUILDING PERMIT PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT REVISIONS: (� r Cana q�Rq t-tpm �V mc�n� C'00 r �o S�0.n��rq SQ,am$ MQAg ( rao¢ CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: C, D S3 BUSINESS NAME: Ure t QUALIFIERS NAME: ,n Q ADD SS: CITY: STATE: o PHONE (DAYTIME): 7 j,2 -- 3 `j0 - `1'770 OWNER/BUILDER INFORMATION: NAME: �U S a,n 0.r Ij e.►� ADDRESS: j� LorLe t`7i�e �Y . CITY: r o; i e c cR STATE: PHONE (DAYTIME: J 7a - a 6 (t 3 4( ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): SLCCC: 9123109 Revised 06130/17 STATE: ST. LUCIE CO CERT. #: FAX: FAX: rAA: ZIP: ZIP: � 4 G 64 ZIP: A- A 7- BCjS',Horjjb- (;log In 4 Vser,RL91SinJ,J0n 11 Hot Topics 7 on ct LIS BCIS Site Mao Links if Search subr.11'.Suriihir6ii, Stats &Facts PtiblicaUans c Product Approval USER: Pubfic! user Product 4pprrivaj Menu > 60P]Ication List > Applicatton Detail: FL2048WR2 Application Type Revision NIC Code Version 2020 All Application Status Approved A Comments -Archived 4C;' Product Manufacturer UNION`CORRUGATING:COMPANY :7 .Addrets/Phone/Effiail 7.01 S. KING ST. FAYETTEV�ILLE,•INIC 28301 (910) 813-2432 rbla'ke@'Uniotitbrruget�ing.c;pm Autfionzed.Slqhatdt6 Randy., Blake� rblake@unioncorrugating.com Technical Representative Address/Phone/Email Quality MsUrance Representative Address/Phone/Email Category Roofing 'Sub -ca uigbry Metal Roofing Compliance-Nethod Evaluati6h Rdport from a:Florlda Registered 'Archifect,or a',U'c6sed'Florida Professional Engineer" ria Engineer Evaluation Report -Rqqeive,d, Florida Engineer or Architect Name whb developed thd Bala 56tkalingam Evaluation Report. Florida- Licebse PE-62240 Quality Assurance Entity keystone Certifications, Itic. Quality Assbrance Contract Expiration Date 09/07/20�7 Validated By Ybosef Lavi,P.E.-,- certificateof indepenoen.ce Referenced'St6ndard brid'Y6ar'(of Standardi, 'Equivalenc& of Product Standards Certfified.By Sections from the Code Validation Checklist - HardcbOy Received .FL204134 FQ.: C6r certificat6indo Standard Year FM 4470 2016 TAS 125 2003 UL 1897 2012 UL580 2006 Date Pending FBC Approval Date Appiroved. ,Summary of`Products IO/Z2/2020 12/16/21520 FL Model, Numb'de'or Name V escription 20484.1 5V Min 26 gd.,-24" wide through fastened panel over 15/32" thick plywood Limits of.Use insitaINUion Instructions Approved for Use in HVHZ: No. ;FU0484 R2: II [Evaluatfonkeborit!461LTpd Approved'f6r use outside HVHZ' Yes Verified By: Bala Sockalingarn,'.P.E' 62240. Impact Resistant: N/A treated by independent Third Party: Yes ,Design pressure; +N'/A/-169 Evaluiption Reports Other Uplift load of 7110 psf @ fastener spacing of 24` o.Lc.:& 'FL20484 131 'AE. Ev616ationR60ortC2401' 1:od 169.6 psf.@ fastener spacing of 6".o.c. Created by Indeperiddrif Third Party Yes 20494-.2 AdVantadeiwLok-_Il _pane over? viid6-c�h�ealed fastened h 116� I w6k:pl y"Cl Limits of, Use Installation 10structions, .Approved for Use in HVHZ: No: FU13484JR2 IIEvafu6tlotJR6pLrtC2401 2.Pdf. .Approved for use outside HVHZ: Yes Verified By: Bala SDckalingam P.E. 62240 'Third Impact"Registant: N/A i Created by Independent Party: Yes Design Pressure:,+N/A/-131.5 Evaluation'Reporti '2;pdf Other.-, Maximum uplift load of 131.5 psf @ seam fastener -FL20484 fR 'AlE tvaluationRe2rtC2461 i spacing of 475/0" o.c.,along''seam into min. 15/32". thick APA Created by Independent Third'Party,.'Yes rated plywood with retainer -stra P. 20484.3 Aluminum Advantage-LoWl' Max 16.375" wide, nom 0.032! hick (min.) aluminum concealed fastener roof panel ever min 15/32" thick plywood deck -or 1/16" thick OSP. Limits of Use Approved for use I in H . VHZ . No . Installation Instructions, FL204 84 R2 -Il,-'Ev'-a;lu�itiohRi§pbitC2401 j.pdf- tslde�:HVH Z-..Yes Approved for use outside Verified By Bala Sockaling�am,P.E.62240 -Impact Resistant: N/A. Created by Independent Third Party.: Yes Design Pressure: +N/A/�-93_'S Evaluation Reports .Other: Uplift load, of 22.5.psfat 6stener spacing or iss,o.c, FL204B4'R2-AE..1Ev61uat1onKe oftr-2461 3'. 04f and 86.0 psf at fastenee:soacing of 4.63" o.c. In 15/32" Created by Independent Third Party: Yes plywood or 7,/16" 0513. Uplift load of 93.5 psf at fastener -adhesive spacing of 4.63" o.6. With in 15/32" plywood. 20484.4 j,AIum1num.SL150 1 V Wide, n6m 0.032" thick (min.),aluminum-snap-loek standing seam metal panel over min 15/32" thick plywood'deck or 711.6" thick 05B Limits of Use Installation Instructions Approved. formse in HVHZ: No - poriC2461 4.pd A20484 R�ji �E4uatlonfk Approv6d for use outside HVHZ* Yes )/enfled By: Bala So'ckalingam,P.E. 62240 Impad:Redistant: N/A r by Irideperi'dent Third Party; Yes Created Design Pressure: +N/A/--86 Evaluation Reports other: Uplift . load of 45.0 psf af. clip spacing of 24"'o.c. and. - FL-204134 R2:AE EValuatlonkepgrtt2_401 4.pdf I 'Created 78.5 psf,at clip spacing of 6" D.c.'In 15/21T'plywood br7 /16"' -by Independent Third'Part y: Yes OSB.-Uplift.load of 86.0'psf at clip spacirigof.6":o;c. with adhesive In 15/32" plywbod. 20404.5 M.sterRib Min 29 ga., 36" wide through fastened panel over 15/32" thick " plywood or 7/16thick 0SB, Limits of Use Installation 'Instructions Approved for use in.HVHZ-. No -FL0 . 484 ;R2 11 EvalLiatioijildorb=4 0 h�5�, .6df 2 - Approved for use outside HVHZ: Yes Verified By: Bala sockalingam; P.E.'62246 Impact Resistain6 N/A Created by.ji-ideperident Third P'aity:'Yes III Design Pressure +N/A/w124 Evaluation Reports Other: Uplift load of 56.6*psf'@_fastener spacing of 246.c: & FL26484R2-SAE tva1uati6nRepq!jC_2461 5;p&f 124.0 . psf Cib fastener,spating of 6" o;c. treated by'Independent Third Party: Yes 20484.'6 MasterRib Min 291ga;, 16" wide through fastened panel over 15/32"thitk plywood LImits:61f Use Installation1ristirt I ictions Approved far I use in 14VHZ: 'No FL20'484 R2 ii.Evaluationllep e HVHZ Approved for use outside utsid Yes Bala!�bckalinpm, P.E. 62240 Verified By: a Impact, Resistant: N/A Created by lndependent Third Party: Yes, Design Pressure: +N/A/-88.5 Evaluation Reports' Other: Uplift load of 56 psf for Fastening 15ystem 1-Uplift load FL201484 _-R2 _AE E4uiitionReo of 88.5 psf for Fastening System 2. Created by Independent Third, Party: Yes 2648.4.7 M.L150 Max 16 5". wide, min 24-ga. steel standing seam panel over y 15/32" thick plywood' Limits of Use AoDroved for'use in HVHZ6 No 20484.8 OBR or R Panel Min 26 'ga., 36" wldethroudh fastened panel over 15/32" thick plywood Limits of,Use Installation Instructions Approved, for use' in HVHZ: No fE20484 U ji.FvajyilOonheportC240f :9.p V Approved for use outside. HVHZ: Yes Verified By:..Baia So&alingam P.E. 62240 Impact Resistant: nt: NIA. �Created by Independent Third Party: Yes Design, Pressure: +N/Aj-161i5 Roport§ Other: Upllftload of 3b.0 psf at fastener Spacing of 4b" o.'c. -F�L2Q 64- �2 AE Evaly'�itiohkep6rtC240_1_ ps—ff and 161.8.psf at fastener spacing of 6" o.c. -8 Created by Independent Third Partyi Yes. 20484.9 SL175 Max 18" wide, min 24:ga., -snap-lock standing seam metal panel Over.15/32" thick plywood Limits of Use Installation'Instructions Approved for use In HVHZ: 'No F00484: 122 jT Evaluatloijftepori:c!2401 9.pdr 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: 4-1\1/A/-93.5 Evaluation Reports 7 -Other:.Uplift load of 39.8 psf 06 -clip spacing (if 36" o�'c, :and FL20484 RZAE Evbl6atiofilke 6ftC2401 9,Pdf, 78.6 psf @,clip spacing of.8" 0,.c with felt. . Uplift load of,93.5 psf -Created by. , Independent Third Party: Yes @ clip spacing of 12" o.c. With self -adhering membrane. contact Us 266i BlairStoneRoad: Tallahassee FL 32399 Phone: 550-487-1924 The State of Florida is anAA/EEO employer. LoOXLig Accessibility Statement Refund Sbtemen Under Florida law, email addresses are public records. Ifyou do not want your c-mail address released *In response to a public- , record , s request, -do not send electronic mail to this entity. Inst6d, contact the office by phone or by tradit(onal-mall. It you have any questions, please contact 850.-187.1395. -PLI,suant 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 ernalls provided may ". used for official communication with the licensee. -However email addresses are oublic.record;,11' you•clo'not wish to supply a personal address, please, provide the Department with an email address which can be'made available to the public, Th,determine if you are a licensee.under Chapter 455, F.S., please click here . product Approval Accepts: Qedif Card ..Safe.. EVALUATION. REPORYOF :SON CORRUGATING. COMPAIN Y- %6: GA. ADVANTAG&LOKIl' FLORIDA BUILDING CODE 7TH EDITION (2Q2q),- YLORID'PkOIYUCT APPROVAL vi, 2049.4.2-k2- ROOFING METAL ROOFING Prepared FOr: Union Corr gating Coulpan y 101 S4-Kjn'g',St Fayetteville NC12830 Tel6phbne- f9iO) 483647-9 'Fax: (910) 4831001 Prep ecid BY: Bala So' k c alinga-'WPh.D.,P.E. Vlo,frida Pro&ssionai Engineew #62240 r 12 16 N,Lan's'in'g A-veq Suiite,C 'Tuisa,.OK 74106-- Telephone: (019) 402-8992 FAXm (866),3664543 -This:repprt consists of Evaldittion Re 6irt (3 Pages ifie �p ludlifigtovelt) i i Page ltwtatl tionl) etails (1, q, ,Reort No.:C2401 rc bate: 1,03-o''.206 STA I M "I Ji FL 20484.2-R2 C2401-2 10.10.2020 Page 2 of 3 Manufacturer: Union Corrugating Company Product Name: Advantage-Lok II Panel Panel Description: Max. 16" wide coverage with 1" high ribs Materials: Minimum 26 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. 7/16" thick OSB or min. 15/32" thick APA rated plywood or min. W 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: l /2:12 or greater in accordance with FBC 2020 Section 1507.4.2. Requires applied lap sealant for roof slopes less than 2:12. Design Uplift Pressure: 30.0 psf at panel fastener spacing of 13-7/8" o.c. along seam (Factor of Safety = 2) 63.5 psf at panel fastener spacing of 9-1/4" o.c. along seam 78.5 psf at panel fastener spacing of 4-5/8" o.c. along seam 112.5 psf at seam fastener spacing of 4-5/8" o.c. along seam with 3/16" diameter bead adhesive in panel seam 131.5 psf at seam fastener spacing of 4-5/8" o.c. along seam into min. 15/32" thick APA rated plywood with retainer strap Panel Attachment: #10-12 pancake head wood screws along panel seam. Fasteners are corrosion resistant as per FBC 2020 Section 1507.4.4. Fastener shall be of sufficient length to penetrate through the deck a minimum of 3/8". Retainer Strap: 5" wide, 24 ga., 50 ksi strap fastened to deck with 2 rows of #10-12 x 1" long pancake head screws at 12" o.c. spacing and 6" staggered. The strap is continuous over the entire corner or edge roof zones. Prior to the panel installation, two rows of 3/8" bead of adhesive are field applied along the length of the strap and a row of 3/8" bead of adhesive on the male leg of panel. Seam Adhesive: Sikaflex-201 or APS 500 Advance Polymer Sealant. In lieu of Sikaflex or APS sealant, adhesive with greater or equal tensile properties may be used. FL 20484.2-R2 C2401-2 10.10.2020 Page 3 of 3 Test Standards: Roof assembly tested in accordance with UL580-06 `Uplift Resistance of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering Systems' or TAS 125-03 `Standard Requirements for Metal Roofing 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 design. The maximum fastener spacing listed herein shall not be exceeded. 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 E108/UL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: UL580 & UL1897 Test Reports PRI Construction Materials Technologies UCC-006-02-1 Rev 1, Reporting Date 2/10112 TAS 125 Test Report. Farabaugh Engineering and Testing Inc. Project No. T302-16, Reporting Date 11/16/16, Revised Date 1/18/17 Project No. T303-16, Reporting Date 11/16/16, Revised Date 1/18/17 Project No. T304-16, Reporting Date 11/16/16, Revised Date 1/18/17 NEW. UNDERIAY4IENI SEE DETAILS 1 $t. ,2 PANEL OVERLAP. PANG. FASTENER 6 • M,1X. 13-7/8" O.C:. . n u t7USTING UNDERIAYMENf I (OPTIONAL) - EXISTING SHINGLES DECKa11ACIIMENT AND (OPTONAL) SUPPORTS MUST BE RAFTER/40151/rRUSS DESIGNED'AND :INSTALLED AT MIVI. 24' O.C. 13Y OTHERS TYPICAL PANEL INSTALLATION X-SECTION _../-=ROOF PANEL _. .OSB 7/16'' [HICK (MIN.) OR PLYWOOD 15/32" IH!CK (MIN) " NEW UNDER AYMENT 3/8 BEAD OF (2) 3,8 BEAD OF t IllpRf'RS - PANEL FASTENER' �ROOF PMFI ADHESIVE ADIIF�NE , - �� I i � .� STAGCEREtf �` IvU1X 4 5 8" U.C. MIN 25 GA. PANEL NEVI UN0IikI kfMENT' EXISTING UNDERLAYMENT (OPTIONAL) MIN 26 GA. PANEL NEV/ UJ1D[RiAYlMENI' EXISTING UNDEP.LAYIAENT (OPTIONAL).. 11 A (67. U'Lry - �REfAINER STRAP PLYWOOD 15/32THICK (MIN.).ii Es DECK ATTACHMENT' AND 5' WIDE,, 24 GA., V x Jam, SUPPORTS MUST BE DESIGNED. AND INSIALLEI) 13tF'1TF1/JOISTfTP.USS, zr. TLc BY UTFIERS - AT MAX. 2•t' O.C: z 'aQ PANEL INSTALLATION WITH RETAINER STRIP W' S 1U=12 PANCAKE HEAAI a a: wono AilENEH ALLOWABLE UPLIFT PRESSURE. o Jil$11NG'SHINGLES: w a 11 -� (OPTIONAL) 3 DETAIL 1 OSS' 7/16' THICK (MiN.) OR PLYWOOD 15/32" THICK (MIN;) -SIKAFLEX 201 .OR EQUIVALENT 3/16" BEAD. jJ1Q-12 PAI%k HEAD, WOOD .FAS'TENER L___. EXISTING SHiNCLES (OPTIONAL). DETAIL 2-OSB'7i16" THICK (MIN.) OR PLYWOOD, 15/32 THICK (MIN.) FASTENER SPACING ALONG. RIB 'dINIMUM -' SUBSTRATE SEAM- ADHESVE DIAMETER RETAINER STRIP PRESSURE (F'SF) _ 13-7/8' 7/16' OSS NONE NONE 3O.0 8-1/4' 7/16''OSS NONE NONE. 63.5 _4-5/8" 7/16,'. OSB' NONE- NONE. 78.5' 4 5/8" '7/16' OSEI I VI6' NONE: 112.5 A 5,78" tS/32' PLY T 3/8" REQUIRED 131,5 GENERAL NOTES: 1. ARCHITECTURAL ROOF. PANEL HAS BEEN UESIGNED,IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FEIC): 2• ROOF PANELS ARE SHALL BE- 26 GA. EFFECTIVE `COVERING WIDTH OF OF PANEL = 16". 3: THE ROOF PANELS' SHALL BE INS -BALLED OVCR SHEATHING & STRUCTURE AS SPECIFIED ON THIS DRAWING. 4. REQUIRED DESIGN WIND LOADS SHAtI. BE DE(ERMINEU FOR EACH PROJECT.. THIS PANEL SYSTE-1, MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN: THE. ALLOWABLE. WIND. LOAD TABLE. 5. ALL FASTENERS MUST' BE IN ACCORDANCE. WITH THIS DRAWING & THE FLORIDA BUILDING CODE. IF.A DIFFERENCE OCCURS BETWEEN THE 'MINIMUM REQUIREMENTS OF THIS. DRAWING & THE CODE, THE CODE SHALL CONTROL 0. RAFTERS/d01STS/TRUSSES .MUST BE; DESIGNED *TO WITHSTAND WIND LOADS. AS REQUIRED FOR EACH APPLICATION AND. ARE THE RESPONSIBILITY OF OTHERS.. a-