Loading...
RF-18-3533Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Issue -Date: 12/07/2018 emit NO.: RF-11-18-3533 Permit Type: Roof Work Classification: Metal Permit Status: Approved Expiration: 05/27/2019 Parcel Number 1480 NE 103RD ST, Miami Shores, FL 33138 1132050310070 Contacts RE INCEPTIO INC MARIA MARTIN 1480 NE 103 ST, MIAMI SHORES, FL 331382626 Owner MED BUILDERS CORP ERICK ALEJANDRO MEDINA 198 W 17 ST, HIALEAH, FL 33010 Business: 7864236877 Other: 3052440834 Contractor Description: RE -ROOF ENGLENT SERIE 1,300 SLATE GRAY ALUMINUM STENOING SEAM. Fees Amount Application Fee - Other CCF DBPR Fee DCA Fee Education Surcharge Planning and Zoning Review Fee Roofing Fee Scanning Fee Technology Fee Total: $50.00 $40.20 $6.00 $4.00 $13.40 $35.00 $350.00 $9.00 $10.00 $517.60 Valuation: $ 66,725.00 Total Sq Feet: 6,100.00 Inspection Requests: 305-762-4949 Payments Total Fees Credit Card Amount Due: Date Paid 12/07/2018 Amt Paid $517.60 $517.60 $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNE AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws n and zoning. Futhermore, I authorize the above named contractor to do the work stated. Author ed Signature: Owner r trck A l'2_r (k. Applicant / Contractor / Agent 'ate Decem . - r 07, 2018 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC IN ROOFING ❑PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS JOB ADDRESS: t N 9b N E (03 ST City: Master Permit No. Sub Permit No. NOV FBC 20 ?)c I$ - 3533 ❑ REVISION ❑ EXTENSION ❑ CHANGE OF CONTRACTOR ❑ CANCELLATION ❑ RENEWAL ▪ SHOP DRAWINGS Miami Shores County: Miami Dade Zip: 3 3 13S r Folio/Parcel#: 11 - 3 Zo5 - 631- 0640 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): RE raC2pic' SNC . Address: ILI eo NE 103 Sr City: Miotivik Shoes Phone#: State: F L Zip: 33116 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: !VIED Bui\A. rS Cofp Address: tote City: 44 i a\Qc ii State: Qualifier Name: E r i CIG A. Me_jA n w Phone#: (30S) 2 qLl -o834 FL Zip: 3301c Phone#: (3:35-)2..LI State Certification or Registration #: i2L_C' 133 lZ 412 Certificate of Competency #: DESIGNER: Architect/Engineer: Address: Value of Work for this Permit: $ 6 4/ 92,5 Square/Linear Footafle'of Work: Type of Work: ❑ Addition ❑ Alteration El New Re_ Ad, �� E074oti r .?a1✓o/ if Se.syod--1, Description of Work: ,407-a #'wefeii Phone#: City: State: Zip: . '/oo Repair/Replace ❑ Demolition 30o ,j%N %-E y Specify color of color thru tile: 3Let-/ Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $^••CO TOTAL FEE NOW DUE $ G ( -7 . c:D0 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT Signature CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ,49014 4 ). , 20 CO • , by Z 3 day of Ikk v ere r , 20 l8 , by r Q g26Upii(,�;�Lrtc�q � o is personally known to E r w. Pt • IAec. n4. me or who has produced DZ. /(/ 34 - S C- 9- E </-Das identification and who did take an oath. NOTARY PUBLIC: ANTIAGO •' INA Seal: (?"�R ^ Notary Public - te of Florida Commission GG 229873 ;oF.... ` My Comm. Expires Jun 19, 2022 Bonded through National Notary Assr.‘, ******************************** *** me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: LAU hRI T M:10M: Notary Public - State of Florida Coma si o, = GG 14298E My Comm. Expires Sep 13, 2021 Icrded thrcuch Naticral Nctary Assr **** I4'***************************************** ******************* APPROVED BY Wi/ Plans Examiner Structural Review Zoning Clerk (Revised02/24/2014) 11/20/2018 Detail by Entity Name Department of State / Division of Corporations / Search Records / Detail By Document Number / Detail by Entity Name Florida Profit Corporation RE INCEPTIO INC Fill g Information Document Number P12000025132 FEI/EIN Number 99-0374550 Date Filed 03/14/2012 Effective Date 03/13/2012 State FL Status ACTIVE Principal Address 1480 NE 103 ST MIAMI, FL 33138 Mailing Address 5805 BLUE LAGOON STE 200 MIAMI, FL 33126 Registered Agent Name & Address ALONSO & GARCIA PA 5805 BLUE LAGOON DR STE 200 MIAMI, FL 33126 Name Changed: 04/18/2018 Officer/Director Detail Name & Address Title CEO ALONSO-ROHMER, OLIVER 175 SW 7TH ST STE 1701 MIAMI, FL 33130 Title CFO MARTIN BORGES, MARIA E 175 SW 7TH ST STE 1701 MIAMI, FL 33130 Title COO http://search.sunbiz.org/Inquiry/CorporationSearch/SearchRes ultD etai I?i nqui rytype= EntityN am e&di cactionType= Initi al &searchN am eOrder= R E IN C EPT I O%20... 1/2 11/20/2018 Detail by Entity Name HERNANDEZ TORRENT, FERNANDO 175 SW 7TH ST STE 1701 MIAMI, FL 33130 Annual Reports Report Year 2016 2017 2018 Document images Filed Date 04/01/2016 03/10/2017 04/18/2018 04/18/2018 - ANNUAL REPORT 03/10/2017 - ANNUAL REPORT 04/01/2016 - ANNUAL REPORT 04/10/2015 - ANNUAL REPORT 04/15/2014 - ANNUAL REPORT 04/23/2013 -ANNUAL REPORT 03/14/2012 - Domestic Profit View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?i nqui rytype=EntityName&directionType= Initial&searchNameOrder=REIN CEPTIO%20... 2/2 BUILDERS November 15, 2018 Miami Shores Village Building Department State Cert. Roofing Contractor CCC-1331292 198 West 17th Street Hialeah, FL 33010 Office: (786) 423-6877 Fax: (305) 882-1141 Through this, I Erick A. Medina, president of MED Builders Corp. record that the required roof -to -wall retrofit at property: 1480 NE 103 ST Miami Shores, FL 33138 exceeds the cost of 15% ($10,100.00) the value of replacing the roof. Re -Roofing cost: $66,725.00. Kind Regards, Erick Medina President I MED Builders Corp. STATE OF FLORIDA COUNTY OF MIAMI-DADE I, hereby acknowledge that the statements contained in the foregoing are true and correct. Sworn to and subscribed Notary Public: Print Notary's Name: LAuren My Commission Expires: 3epkmber 13/Zoat efore me this /5— day of ►vouernber , 20 IF �i'''', LA UltEN CHRISTINE TOME Notary Public - State of Florida I Commission d GG 1429$ L; S. My Comm, Expires Sep 13, 2021 lorded thrcur• Natural Notary Assn. i RICK SCOTT, GOVERNOR JONATHAN ZACHEM, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINES ANC R0FESSIONAL REGULATION CONSTRUCT( THE ROOFING C PROVISO UNDER THE I DA STATUTES Always verify licenses online at MyFloridaLicense.com Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document. F orida, 7232045 DBA/BUSINESS NAME: MED BUILDERS CORP BUSINESS LOCATION: 198 W 17TH ST HIALEAH, FL 33010 OWNER/CORP. MED BUILDERS CORP C/O ERICK MEDINA PHONE # 305-244-0834 198 W 17 ST HIALEAH, FL 33010 NAICS CODE: 238990 MIAMI-DADE COUNTY - STATE OF FLORIDA LOCAL BUSINESS TAX RENEWAL 2018 - 2019 APPLICATION RECEIPT: 7517386 STATE # CCC1331292 BUS. COMMENCEMENT DATE:09/18/2017 SEC TYPE OF BUSINESS BLDGS SPECIALTY BUILDING CONTRACTOR 2 N/A September 27, 2018 APPLICATION DETAILS FEE AMOUNT Receipt Fee 30.00 UMSA Fee 0.00 Beacon Council Fee 15.00 Bingo Permit Fee 0.00 Nightclub Permit Fee 0.00 Multi -Municipal Contractor Fee 0.00 Restricted Contractor Fee 0.00 Library Fee 0.00 Transfer Fee 0.00 Doing Business without a License Penalty 0.00 Late Penalty 0.00 Collection Cost 0.00 NSF Fee 0.00 Prior Years Due 0.00 Amount Recently Paid - 45.00 TOTAL AMOUNT DUE: 0.00 If no longer in business, please notify us in writing. Review and correct the information shown on this application. A 25% penalty will be assessed to anyone found operating without a paid local business tax, in addition to any other penalty provided by law or ordinance (Sec 8A-176(2)). A Certificate of Use and/or City Business Tax Receipt may also be required. To pay online go to www.miamidade.gov/taxcollector To pay by mail, make check payable to: Miami -Dade County Tax Collector Business Tax 200 NW 2nd Avenue, 3rd Floor Miami FL 33128 To pay in person go to: 200 NW 2nd Avenue, 1st Floor (305) 270-4949 local.businesstax@miamidade.gov A service fee of not less than $25.00 up to a minimum of 5% will be charged for all returned checks. MIAMI-DADE COUNTY - STATE OF FLORIDA LOCAL BUSINESS TAX 2018 - 2019 APPLICATION 7232045 BUSINESS LOCATION: 198 W 17TH ST HIALEAH, FL 33010 OWNER/CORP. MED BUILDERS CORP C/O ERICK MEDINA MED BUILDERS CORP C/O ERICK MEDINA 198 W 17 ST HIALEAH, FL 33010 1 t RETAIN FOR YOUR RECORDS t DETACH HERE AND RETURN THIS PORTION WITH YOUR PAYMENT i i 8 IJ IIVIIIIII N/A September 27, 2018 RENEWAL RECEIPT: 7517386 STATE #CCC1331292 BUS. COMMENCEMENT DATE:09/18/2017 SEC TYPE OF BUSINESS BLDGS SPECIALTY BUILDING CONTRACTOR 2 APPLICATION IS HEREBY MADE FOR A LOCAL BUSINESS TAX RECEIPT OR PERMIT FOR THE BUSINESS PROFESSION OH OCCUPA RON DESCRIBED HEREON I HAVE BEEN INFORMED OF ALL ZONING RESTRICTIONS IMPOSED ON THIS RECEIPT. I SWEAR THAT THE INFORMATION IS TRUE AND CORRECT. SIGNATURE REQUIRED SEE INSTRUCTIONS ABOVE Please pay only one amount. The amounts due after Sept 30th include penalties per FS 205.053. If Received By Sep 30, 2018 Oct 31, 2018 Nov 30, 2018 Dec 31, 2018 Please Pay $0.00 $0.00 $0.00 $0.00 7000000000000000000000007517386201900000004500000000000005 r SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. • • • •• • • •• • •• • •• a . • . . • •• 2. r/%1 Renailing wood decks: When replacing roofing, the existing wppd joof deckaAy have tb be renaifed in accordance with the current provisions of Section R4403. (Theroof.deck isUsaall7 concealed prior to removing the existing roof system). • • • • • 4. f Exposed Ceiling: Exposed, open beam ceilings are where the undevide of irotif deckilig can be viewed from below. The owner may wish to maintain the architecturatgppegrance; thNfore, . roofing nail penetration of the underside of the decking may not be acceptable. This provicice (tie. option of maintaining the appearance. • .• 6. Overflow scuppers (wall outlets): it is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402 R4403 and R4413. I I Owner/Agent's Signature Date r(YSo 41t A03 s2— Property Address Revised on 7/9/2009 LD;07/01/2015; Contract • Signature 1/4.5/z0/8 Dat Permit Number ?rz CC w w w PIB- 3533 Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section A (General information) Master Permit No. Process No. Contractor's Name M (tj g a / ' - /t'e Y`S &J Job Address / 9 R® /I) G C o 9 V-Low.Slope ❑ Asphaltic Shingles . 0 New Roof ROOF TYPE 6/Re-Roofing 0 Recovering ROOF CATEGORY . ❑ M anIcaily Fastened Tile ❑ MortarsAdhesive Sbt Tile etal PaneUShingles ❑ Wood Nlipsies/Shalred 2116.6'Ere 0 Prescriptive BUR-RAS 150 Gas.Vfiti•packs • YeS©• No • •• Type: Neltaralp LRGXU. . . 00 SO ❑ Repair . • Q.IAaintenagce • •.. ROOF SYSTEM INFORMATION . , •. • .. . .. . .. Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) % 0 v C, COO Section B (Roof Planl overflow Roof Plan: Illustrate all levels and sections, roof drains, scuppers, scuppers and overflow drains. Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. aei1i11iimS111:CC1:m1:iMINUim`1i;iiliiiMUMSii1Si1111SiiiL_i mmm■■■■■■p.■■■nMs ..mumE ■.■•• lrmmr■r..■.m■m.rmImm■■.mm■ , IL ASmSSS■■.mr.1mF'11 •.�1.eNOEm AlMlm Iuc ms MW Nm L No aUmur mm Mm Emu mp1a :•.din■ ISSMUMiiimli MUN mm�mm■••■► ��. ,■■.■■m■��•• ■ " if ■■■ - iiiiiSiiM.Ss.+.a• 1 SrS.SnmrSSS, 1�■■�■■■..mmr1 mmiiiaMINIUMm1aammllmmmMnrmImamSC■mMIUPW.n m■■SSNamm■mr 4 1 mS ■u.mrmmml `.gym ■■■ ■ .■mmumm mmmu ■ mams6mm ■ ■■ ■Ssma ■■■■■■►, ■g 1■■■■1Sam■m.■■1.►•.m■■SmrmmmSmS■mS■1mrlmmEmsi.mrmmmmm ■ a111111111111111ms. \g111111111r'111S11m11m1 '!1111111:! 1111i 1111mr■0000 iiriii ammommo1111m111m111 ii11i:.111111.1:C111111111mmsw1111111C:.'.111i :1a :1111i1:.mm111 /nn■ r*.mnm1 r■1■■►. ■.r► . if _E-s-1■'r"■ Amminnmmn0 ,■rrmrst Comnni 1musISN. a1aC 1�1II NESE` 1.■ii*i:CiS.*.:000Ii:C:a'.:4CSr'�r1��i..r 4a1I1■n•; rr0■ WW1 a1.r0i.m1`1ri0m11..1miaa111.•p11.*11" .111 0 ��+r� riimi,iii lii1'.110iifii111 1Sn.r0SS.m■■1r1 m C"]m■■ ■► S15 ■ ■ ■.■r■. ■■ IW.rmrrr.r ■.SSrr lmmm■ ■mmmmm■U1 ■um S11imr assmmrmm■■ ■SSSoi m rgmac ■S ..S■ 1.mn.mm■m■i1:■ or°o ii11111i 4 1:`111':C'■■11111111�.1111'.pl1C0•. •m•1mm■m i.■a..1..mmm. 1■r■■■..■.1...11 ■■1CC10E'111pSrmilim 1 immmllMM" r °l111k •**1111i11iii111r11 1C1 .■rmmr .■■.■ 1 mm mrm■, mm...mm1■1m■ ■■u r1 1i11■liraiim..:.. 10Mlmrrmallmmmmrl ■m. 1■■SEim mfl 1 1 i1a seem. �mm 1�. mmm.mm m m■. 1■.rmmanmm■um► m1m1■■n I1i•.1 mu ammis 1 iN 1 r1nl �r' mumrm■mlmurmmll ■ 1u0mp .■ ■Ssm ■■■ ■ . sees■ ■ Sm ■m ■nm ■m*�a■SCr=■ ■ um1■mmmmalm Sums 11a1iiiin111mi 11mCn► An iEminii..ma.Sm■nSm. .mm■� vtit. � lnmm■■ ammm ■■ ■ 1.mmmmm.minm.l mmmrilmmt.a■m■ ■Rapp ......•l...lr '. ai0. timum m. um mus limo■■m..■ ■meal . m.ri mi11mm. im*. mC'.'■m■Slmmm mer Apes •ks1 r�.i.0C0..C.ass Inm n.. mmmml •1■■ 1: e ■aim■. 11mm 1 ma■4 ■ }lima . \mm0/ . 11 .Cms.immmll m./11m 1i 7■ vim .mad /`R•■mt,1 0. t ■ mamlmmmmmm. om mmmma ■.1 mr Immmin ,.•1�.m!•i• Om1 IM"a■�. 11.•.■..111 mr 1 ► l Ar► 41 1111 ■mmMlmnem■n 1.a .mommein0m11 omme0i1111.*IU 1 /1.r.11%mommum a Lm, mm■mmos `sum nmMI ■ ■m.mmm■mr■ ae111im.S...mi - e Ca■m1.u■■m1Cm■ ........:......■mmsil■mwips�1■1aCii.slawm.�� ■■■� 1:1C:: temmllimm� assamlii mmmom'Tar�ii i1m111m11mmimummemm mop_ m.umm�• ■ nnEl�imlmr EI semaas■1 ■m ■.ma.GGm Krim■ mmmam.mmmmm■ma1 1 m mm mr. 1mee.m1.l:iamGmmilmi'■1••�1mCi1.':1R: iiimiiu■`1i�m��,�!imGl�ilmi.'`1mm'n,mmm�i mCn. i iCim�.ufi � ■ CG l'�, �pi 11 �r11 all orn ri`Gm6C mr■ ■■p�■ems. 's11i�rr1. i L wsummo � CICC�.11E 1. ■ 1 ■ 111iiil,■mnm111Is 1..*G0.Cim.rY.mrai�.m■mma■1 •• • /8 ... • ... .. ••• .. • . • • • • • • • .... • Metal Roof System "Delivering Excellence Every Day" Roof System Manufacturer: Miami -Dade County HVHZ Electronic Roof Permit Form Section D Metal Roof System 'MAJOR'S METAL ROOFING AND CUSTOM Notice of Acceptance Number: 16;0725:08�Q Minimum Design Wind Pressures, (from RAS 127 or Calculations): P 1: -39.1 P 2: -68.1 P 3: -100.7 Maximum Design Wind Pressures, (From the NOA Specific system): -123.5 psf Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. Roof Slope: 13111 Roof Mean Height: "/12" Clip or Screw Spacing for Metal Roof Panel Attachment Field: " o/c Perimeters: Number of screws required per clip: Perimeter Width: ft. " o/c Corners: Screw Type, Size, & Gauge for Clip or Metal Panel Attachment: 10# PANCAKE HEAD SCREW " o/c Deck Type: Optional Nailable Substrate: NA • • • •. • • • •• • • . 1• •••• •.•. • Optional Nailable Substrate Attachmdnt Method:• • • NA Optional Insulation: INA • • ••�•• .. .. •• • • • • . • • . • • • •• • Optional Insulation Attachment Method: • -• • • • • ••• • NA Fire Barrier: VERSASHIELD Underlayment Type: ASTM FELT 30# D226 Underlayment Fastener Type: 1-1/4" RS NAIL & TIN CAP 1-5/8" Optional Peel & Stick Membrane: NA Metal Roof Panel: 'SERIES S-1300 ALUM PANEL Drip Edge Size & Gauge: -3" face 0.032"— Drip Edge Material Type: --Aluminum-- Drip Edge Fastener Type: ••••.. •• • • • • •• • SS 1.25 RS NAIL ROOF NAIL Hook Strip/Cleat gauge or weight: -- Select Hook Strip -- • CERTIFICATE OF COMPLIANCE Certificate Number 20140617-R18970 Report Reference R18970-20090331 Issue Date 2014-JUNE-17 Issued to: ENGLERT INC 1200 AMBOY AVE PERTH AMBOY NJ 08861-1920 This is to certify that representative samples of • . . Metal Roof Deck Panels For Wind Uplift Re;?gpce •�'.�". Designated "Series 1100, 1101, 1300, 208e41,2500" ..e... .... Have been investigated by UL in accordar d With the• • Standard(s) indicated on this Certificate. • • " • • . . Standard(s) for Safety: ANSI/UL 790 Standard Test Methods .or•Fi[e'Fests'af Roof Coverings • • •• Additional Information: .ANSI/UL 2218 - Standard for Impact Resistance of Prepared Roof Covering Materials See the UL Online Certifications Directory at www.ul.com/database for additional information Only those products bearing the UL Classification Mark should be considered as being covered by UL's Classification and Follow -Up Service. The UL Classification Mark includes: UL in a circle: with the word "CLASSIFIED" V (as shown); a control number (may be alphanumeric) assigned by UL; a statement to indicate the extent of UL's evaluation of the product; and the product category name (product identity) as indicated in the appropriate UL Directory. Look for the UL Classification Mark on the product. 1,44.,4947 William R. Carney, Olreclor, Norm American Certification Programs UL LLC Any nformmion and documentation Involving UL Mark sarvices are provided on behalf of UL LLC (UL( or any authorized licensee of UL For condone, please contact a local UL Customer Service Representative at !fresco! comlcontactus Page 1 of 1 ...... •• . .▪ ..... ..... • • ..... ...... • . O OOOOO • .▪ ..... • • File R18970 Project 09NK03846 PROJECT 09CA30617 Project 4786458989 Issued: March 31, 2009 Revised: June 12, 2014 REPORT on Roofing Systems Under The CLASSIFICATION PROGRAM Englert Inc. Perth Amboy, NJ Copyright© 2009 Underwriters Laboratories Inc. • • • • • •• • •••••: • • • • 000 •••• • • •••• •••••• • • •• •• ••••.. • . • • • • • • • • •• . Underwriters Laboratories Inc. authorizes the above named company to reproduce this Report provided it is reproduced in its entirety. •••.•. •••••. • •• OOOOOO • • ••••••. ••• •, • ••• • •• 00000 •• • • • • • •• • • • • • • • • • • • • 000000 • • • • • • . •• • •.••.• • • File R18970 GENERAL Page G1 Issued: 2009-03-31 Revised: 2014-06-12 INVESTIGATION: *The subject of this Report is roofing systems consisting of steel roof deck panels. The metal roof deck panels were designated ""Series 1100, 1101, 1300, 2000 or 2500" The object of this investigation was to establish the external•fire :..•• exposure Classification for the roofing systems described in this Report.• ' The evaluation was conducted in accordance with the Standard UL 790, Eighth ;•• • Edition, entitled "Standard Test Methods or Fire Tests of Roof Coveri gs'"and • ••• to evaluate metal roof panels in accordance with UL2218, First Edition.'. • entitled "Impact Resistance • • • •• . of Prepared Roof Covering Material". •'•••• •••• •••• • • •••• ••••.. • • •• •• • ••• • • • • • • •••••• • • • • • • • • •••••• • • • •• • • • • • • •••••• • • • •••••• • . •••••• • •• ••••. • • ••••• 000000 • • 000000 • • •••••• File R18970 Page T3-1 of 1 Issued: 2009-03-31 New: 2014-06-12 TEST RECORD NO. 3 SAMPLE: Metal roof deck panels designated "Series 1000". STUDY FOR CLASSIFICATION PURPOSES: Testing of the metal roof deck panels designated "Series 1000" for use in Roofing Systems and Impact Resistance was not considered necessary based upon • • the testing conducted under Test Record No. 2. TEST RECORD 3 SUMMARY: • The results of this investigation indicate that the metal pan4tS••• evaluated in this test record comply with applicable requirements, Od•• therefore, are judged to be eligible for Classification under the •,••' Laboratories product categories of Roofing Systems (TGFU) and Impact••••• Resistance (TGAM). • • •• •. Standard Title Edition or Publication Date Latest ReiNIdt; Date • • • • ANSI/UL 790 Standard Test Methods or Fire Tests of Roof Coverings Eight • July 17, 2Mi3 ANSI/UL 2218 Standard for Impact Resistance of Prepared Roof Covering Materials First January 25, 2002 The Classification Mark for the TGFU category (UL 790) to be used on the "Series 1000" panel is illustrated below: BUILDING UNITS FOR ROOFING SYSTEMS AS TO EXTERNAL FIRE EXPOSURE SEE UL ONLINE CERTIFICATIONS DIRECTORY The Classification Mark for the TGAM category (UL2218) to be used on the product is illustrated below: "Also Classified as to Impact Resistance: Class 4" Test Record 3 By: ALPESH PATEL Staff Engineer Reviewed by: 9444. Kenneth D. Rhodes Senior Staff Engineer • • •••••• • . • • •• • •• . • • • • •• • •••• • • • • • • • ••• • • • • • • • • • •••••• • •• • • • • •• • Any information and documentation involving the UL Mark services are provided on behalf of UL LLC (UL) or any authorized licensee of UL OOOOOO • • • •••••• • .. ••••••. • . ••••. • • ••••• OOOOOO •• • •••••• • • •••••• • • • t File R18970 CONCLUSION: Page Cl Issued: 2009-03-31 Revised: 2014-06-12 The products covered by this Report have been investigated and are judged to be eligible for publication under UL's product categories for Roofing Systems. Products identified in this Report as being Listed or Classified, are covered independently under Listing or Classification and Follow -Up Service. Only those products that properly bear the UL Mark are considered as Listed or Classified by Underwriters Laboratories Inc. • . • . •••••• • •••• The Classification Mark for the TGFU category (UL 790)and TGAM tfttegory •• . • (UL2218) to be used on the "Series 1000, 1100, 1101, 1300, 2000 or 2'Jee�•• •• ••••• •••�•• panels is illustrated below: •••••. •••• •••• •••••o *BUILDING UNITSFOR ROOFING SYSTEMS •••••• • • • • •••• AS TO EXTERNAL FIRE EXPOSURE ••••s. ••••• • ••••• • • • ••••• OTHER SYSTEMS •. 66 • •• • ..•••• •••••• • • Class A ' ••• •••• • • • eck: C-15/32 or spaced ••.. : :••••• Incline: Unlimited Impact: 4 •• . •• athing • • . •. Underlayment: — One layer "VersaShield Underlayment", mechanically fastened. Ply Sheet: — One layer Type 30 base sheet or "VersaShield", mechanically fastened. Panels: — "Series 1000, 1100, 1101, 1300, 2000 or 2500", mechanically fastened. 2. Deck: C-15/32 or Incline: Unlimited Impact: 4 spaced sheathing Underlayment: — One or more plies "VersaShield Underlayment", mechanically fastened. Panels: — "Series 1000, 1100, 1101, 1300, 2000 or 2500", mechanically fastened. 3. Deck: C-15/32 Incline: Unlimited Impact: 4 Barrier Board: — 1/4 in. min. G-P Gypsum DensDeck® with all joints staggered a min of 6 in. from the plywood joints. Insulation (Optional): - Fiberglass, polyisocyanurate, perlite or wood fiber, any thickness. Membrane: - Any UL Classified modified bitumen system, BUR system or CPE, CSM, CSPE, EPDM, NBP, PIB, PVC, TPO or THE membrane system suitable for use with any roof insulation. Panels: — "Series 1000, 1100, 1101, 1300, 2000 or 2500", mechanically fastened. MIAM. COUNTY' DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Major's Metal Roofing & Custom Sheet Metal, Inc. 406 NW 54 St. Miami, FL 33127 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economv This NOA shall not be valid after the expiration date stated below. The Miami -Dade County:PrcidUct Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the rr ht to ha%0.tihIs product or material tested for quality assurance purposes. If this product or material fails to perform aeaccepted manner, the • manufacturer will incur the expense of such testing and the AHJ may immediately revoke, m4d• i , or sus nd.the use: of such product or material within their jurisdiction. RER reserves the right to revoke this adceirtadce, if It ri.. • determined by Miami -Dade County Product Control Section that this product or material fails.to•areet the recluisemenis :.. of the applicable building code. • • This product is approved as described herein, and has been designed to comply with the Flor jda Nilding Code including the High Velocity Hurricane Zone of the Florida Building Code. • DESCRIPTION: gle'rf Series'1300'032" Aluminum Panel over Wood Deck? . . . .. . . .. . . . . .• • • • • . . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No: 16-071 25.08- Expiration Date: 09/29/21 Approval Date: 09/29/16 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub -Category: . Material: Deck Type: Maximum Design Pressure: Roofing Metal, Panels (Non -Structural) Aluminum Wood See Table A Below TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Series 1300 Series 1300 Clip Series 1300 Two Piece Floating Clip Trim Pieces Dimensions Length = various Width = 16" or 20" Thickness = 0.032" Min. Yield Strength: 24 ksi Length = 6-1/4" Width = 1-%2" Height = 1-"/I6" Thickness Min. = 0.024" Length = 3" Width ='/," Height = 1- 1/2" Thickness Min. Top = 0.015" Thickness Min. Base = 0.030" Length = varies Width = varies Thickness = 0.032" Test Specifications TAS 110 TAS 125 TAS 114 TAS 114 TAS 110 Product Description Aluminum, preformed, standing seam, coated panels. • • . . •.• . • Corrosion resistit1 formed'steel clips Mt • • • • metal panel instAlt&tIdn. .•.. •. • . . . ...• . • •. • • • • • . . . Corrosion resistAnt'two piece fiddling, • • stainless steel 11 s:fo . metal panel• installation. • • . . .. . •• . . • • • .. Standard flashing and trim pieces. Manufactured for each panel width. TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS: Product Bostik 70 0-5A Test Dimensions Specifications N/A TAS 110 EVIDENCE SUBMITTED Test Agency, Test Identifier Architectural Testing, Inc. 01-32797.01 46064.01-122-18 B8192.01-109-18 R2 Hurricane Test Laboratory, Inc. BASF 0155 0404-04 . • . • Product Description Manufacturer Heavy duty construction Bostik, Inc. adhesive. Test Name/Report TAS 100 TAS 125 TAS 125 TAS 125 ASTM G23 ASTM B 117 Date 11/05/98 07/21/11 02/01/13 05/21/04 11/15/04 NOA No?16-07 052 8 Expiration Date:"09/29/21 Approval Date: 09/29/16 Page 2 of 7 APPROVED ASSEMBLIES: System A-1: Deck Type: Deck Description: Slope Range: Maximum Uplift Pressure: Series 1300 Metal Roof Panels 16" wide Wood, Non -Insulated New Construction 19/32" or greater plywood or wood plank. 2": 12" or greater See Table A below Deck Attachment: Underlayment: Fire Barrier Board: Valleys: Metal Panels and Accessories: Deck shall be attached in accordance with applicable Building Code, but in no case shall it be less than 8d x 2-1/2" galvanized ring shank roofing nails spaced 6" o.c. at roof perimeter and field. In reroofing, where the deck is less than 19/32" thick (minimum 15/32") the above attachment method must be in addition to existing attachment. Minimum underlayment shall be an ASTM D 226 Type II installed with a mltlifildt'h 4" side -lap and 6" end -laps. Underlayment shall be fastened with corrosion resistant•32 gauge • • tin -caps and 12 gauge 1-1/4" annular galvanized ring -shank roofing•rrails, spaced '6"o.c. ate • all laps and two staggered rows 12" o.c. in the field of the roll of hfiy•2pproved • • underlayment having a current NOA. • • • . • •• •• •• • .... . .. Any approved fire barrier having a current NOA. Refer to a cur eoti fire directory listing for • • • fire ratings of this roofing system assembly as well as the location cf •the fire bank,. withM • • • • the assembly. See Limitation # 1. . . . •. . . • Valley construction shall be in compliance with Roofing Applic tiotrStandard VA§ 133 • and with Englert's current published installation instructions. • • • • • • • • • .•• . Install the "Series 1300 Panel" and accessories in compliance with the current published installation instructions and details in Englert's Installation Manual. Flashings, penetrations, valley construction and other details shall be constructed in compliance with Roofing Application Standard RAS 133. . Each roof panel is attached to the ply0ood substrate along its male rib using the approved clips (6-1/4" long x 1-Y2" wide x 1-11/16" tall) located 3" from each panel end and at a spacing as listed in Table A below. Eaclfclip is attached to substrate with four (4) corrosion resistant # 10 self tapping pan head screws of sufficient length to penetrate through the sheathing a minimum of 3/16". Attach adjacent panel by placing the female rib over the male rib and clip. Standing seams shall be mechanically seamed to a full 180 degree seam, (double lock) TABLE A MAXIMUM DESIGN PRESSURES Roof Areas Field Perimeter and Corner' Maximum Design Pressures -55 PSF -123.5 PSF Maximum Clip Spacing 24" OC 8" OC 1. Extrapolation shall not be allowed . • NOA No:r16-0725.08--) Expiration Date: 09/29/21 Approval Date: 09/29/16 Page 3 of 7 System B: Series 1300 Metal Roof Panels 16" or 20" wide Deck Type: Wood, Non -Insulated Deck Description: New Construction 19/32" or greater plywood or wood plank. Slope Range: 2": 12" or greater Maximum Uplift Pressure: See Table B below Deck Attachment: Underlayment: Deck shall be attached in accordance with applicable Building Code, but in no case shall it be less than 8d x 2-1/2" galvanized ring shank roofing nails spaced 6" o.c. at roof perimeter and field. In reroofing, where the deck is less than 19/32" thick (minimum 15/32") the above attachment method must be in addition to existing attachment. Minimum underlayment shall be an ASTM D 226 Type II installed with a minimum 4" side -lap and 6" end -laps. Underlayment shall be fastened with corrosion resisnrlt:12 gauge tin -caps and 12 gauge 1-'/4" annular galvanized ring -shank roofing rk?iLs, spaced 6" o.c. at all laps and two staggered rows 12" o.c. in the field of the roll or My a',provld..:. • underlayment having a current NOA. . • • Fire Barrier Board: Any approved fire barrier having a current NOA. Refer to a cutttltfire direntpry'Ustingfor fire ratings of this roofing system assembly as well as the locatioMoi'the firebat'iier within: • •. Valleys: Metal Panels and Accessories: • ••• • the assembly. See Limitation # 1. . . . • Valley construction shall be in compliance with Roofing Appli¢tit standard RAS 133 • • and with Englert's current published installation instructions. • • Install the "Series 1300 Panel" and accessories in compliance with the currentbpublisiiea.•: installation instructions and details in Englert's Installation Manual. Flashings 'penetrations, valley construction and other details shall be constructed in compliance with Roofing Application Standard RAS 133. Each roof panel is attached to the plywood substrate along its male rib using the approved Series 1300 Two Piece Floating Clip (3" long x'/4" wide x 1-1/2" tall) located 3" from each panel end and at a spacing as listed in Table B below. Each clip is attached to substrate with two (2) corrosion resistant #10 self tapping pan head screws of sufficient length to penetrate through the sheathing a minimum of 3/16". Attach adjacent panel by placing the female rib over the male rib and clip. Standing seams shall be hand crimped to a 90 degree single lock, then mechanically seamed to a full 180 degree seam, (double lock). TABLE B MAXIMUM DESIGN PRESSURES Roof Areas Field Perimeter and Corner' Perimeter and Corner' Maximum Design Pressures -101.25 PSF -142.5 PSF -180 PSF Maximum Clip Spacing 16" OC 8" OC 8" OC Bostik 70-05A Adhesive None None (2) 1/8" beads 1. Extrapolation shall not be allowed NOA No:416-0725.01 Expiration Date: 09/29/21 Approval Date: 09/29/16 Page 4 of 7 SYSTEM LIMITATIONS 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. The maximum designed pressure listed herein shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). 3. Panels may be rolls formed in continuous lengths from eave to ridge. Maximum lengths shall be as described in Roofing Application Standard RAS 133 4. All panels shall be permanently labeled with the manufacturer's name and/or logo, and the following statement: "Miami -Dade County Product Control Approved" or with the Miami -Dade County Product Control Seal as seen below. All clips shall be permanently labeled with the manufacturer's name and/or logo, and/or model. MIAMI•DADE COUNTY APPROVED . . . . .. . • • 5. All products listed herein shall have a quality assurance audit in accordance with the Florida•Building Code and Rule 61 G20-3 of the Florida Administrative Code. • • • • • • • • . . • • • 6. Panels may be jobsite roll formed with machine serial # 030602, 030501, 0100508 or-pA:0.005 frp 1 E►lglert Ind; • • • .. .. .. .. • . . . • • • • • • • . • . • •• • •• • • • • .• NOA No416:0725:087 Expiration Date: 09/29/21 Approval Date: 09/29/16 Page 5 of 7 SERIES 1300 PANEL CLIP PROFILE DRAWINGS SERIES 1300 METAL PANEL • • • . • • • • .. . . • • .... . .. ... . •• • • • • • • • • • •• • • • • SERIES 1300 TWO=PIECE'FLOATING'CLIP • • NOA Nor 16=0725 1§ Expiration Date:-09/29/21 Approval Date: 09/29/16 Page 6 of 7 CLIP PANEL 5555%75555555%5 PREP PREP ROOF PANEL 5555555555%55V':.: •• • • • ..• • • FASTENER SERIES 1300 PANEL WITH CLIP AND FASTENER AFTER SEAMING END OF THIS ACCEPTANCE • • • • • • • .'• • • • • • ..• •• • • • • .. .. • NOA No(16=0725A8 Expiration Date:`09/29/21 Approval Date: 09/29/16 Page 7 of 7 1/8" S/S POP RIVET .032 ALUMINUM "J" CHANNEL .032 ALUMINUM, S-1300 ROOF PANEL \. / 4 8"Ts-6 .032 ALUMINUM HIP / RIDGE FLASHING FIELD BEND END CUT PANEL (FORM AND BOX END) r :- _:/ 24GA. GALVALUME 3,.,,. • CLIPWTTH ‘>>r,.., -• •' : #14X1".PANCAK '' 'ri •' •' • SCREWS T�� ,, , ..• •••Je., • • • r-f`• 4 • 1 'J• • • • S/S ROOF NAIL '•:: l�1 �•• ��• • INTO "J" CHANNEL •••••r7%� r�; �•• ',.• d" • O.C.f�\� . . VERSASHIELD ; • •� •••• •r ��• UNDER#30 '••• : •• • VI III UNDERLAYMENT •••••• HIP / RIDGE DETAIL 406 NW 54 STREET MIAMI, FL 33127 TELE: (305) 757-9503 FAX: (305) 757-4031 E-MAIL: marvin@majorsmetal.com NitHt .032 ALUM S-1300 ROOF PANEL i"X8"Fs/ 6. 24GA. GALVALUME PANEL CLIP #10 X 1.5" PANCAKE SCREW & BUTYL TAPE UNDER 0.040 ALUM CONTINUOUS VALLEY CLEAT .032 ALUMINUM --- VALLEY FLASHING •�• •• • • • • • 4o • •• • • • •• ••• • • • • • • � _� • • • -"\ • • • • l- • •, • • '-1 • • • • • • • • •• • •• • • • • • • \ •• • VERSASHIELD UNDER #30 UNDERLAYMENT VALLEY DETAIL 406 NW 54 STREET MIAMI, FL 33127 TELE: (305) 757-9503 FAX: (305) 757-4031 E-MAIL: marvin@majorsmetal.com .032 ALUMINUM S-1300 ROOF PANEL FIRST CLIP 3" FROM PANEL END 3" BULLNOSE .032 ALUMINUM DRIP EDGE WRAP PANEL • • • • • • • • • 1 •• • • • • ..--1, '� . • • ••• • • •••`, •• - • • • • • •••• • 6- , • • /ri4 wi VEFFS,JHIELD•UNDER•:• #3o:Uj IbERLAY.MENa. • • • • ••• • \�— 1 1/4" S/S RING SHANK NAIL AT 4" O.C. STAGGERED WOOD BLOCKING (BY OTHERS) EAVE DETAIL 406 NW 54 STREET MIAMI, FL 33127 TELE: (305) 757-9503 FAX: (305) 757-4031 E-MAIL: marvin@majorsmetal.com VERSASHIELD UNDER 30# UNDERLAYMENT 0.032 ALUM S-1300 ROOF PANEL 3" RAKE FLASHING • • • • • • •••• •• •• • • 1'x 8"T 1 1/4" RING SHANK STAINLESS STEEL ROOF NAIL 4" O.C. STAGGERED • • • • • • • •• • • • • •,••• •• •• •,•••• • • • • • •,•••• .. •• rj • • . • • •• • RAKE DETAIL 406 NW 54 STREET MIAMI, FL 33127 TELE: (305) 757-9503 FAX: (305) 757-4031 E-MAIL: marvin@majorsmetal.com .032 ALUMINUM - "J" CHANNEL STUCCO S/S DRIVE PIN 12" O.C. .032 ALUMINUM COUNTER FLASHING .032 ALUMINUM ROOF TO ENDWALL FLASHING FIELD BEND PANEL .. • • • • • .. • • • . • •••• • .. .•• • • • 24GA. GALVAL:UME PAPJEL CLIP • & #10 X 1 "PANCAKE SCREWS 1 1/4" R I I4G SJIAN I< • ROOF NAIL:& TINGAP .. • i- VERSASHIELD UNDER #30 UNDERLAYMENT • • • • END WALL DETAIL 406 NW 54 STREET MIAMI, FL 33127 TELE: (305) 757-9503 FAX: (305) 757-4031 E-MAIL: marvin@majorsmetal.com rr VENT PIPE 0 s 0 0 • • • • • •• • ROOF JACK (DEKTITE rrm • • • • •••• •• • • • . • • •••• • •• •: •SI REWS•R'I'L cC. • .• .• • • • • • RQOF PANEL � • • • •• • • • • • • • •• • •• • • • • . • •• • )at"�;5� ROOF PENETRATION STEEL (24 Ga.) - STANDING SEAM PANEL 406 NW 54 STREET MIAMI, FL 33127 - TEL: (305) 757-9504 FAX: (305) 757-4031 - E-MAIL: marvin@maJorsmetal.com MIAMF COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) GAF 1 Campus Drive Parsippany, NJ 07054 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.miamidade.eov/cconomv • Thisproduct is approved as described herein,and has been designed•"' PP to comply with .the Florida;Bdfildtng Cqde • including the High Velocity Hurricane Zone of the Florida Building Code. • • • • • . • • •• •• • ••• • This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction • • • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Count "P roduct Cdutrbl, Section • • (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reskyg he right to•have tfl& product or material tested for quality assurance purposes. If this product or material failsts .perform in ted /lj% accep• • • manner, the manufacturer will incur the expense of such testing and the AHJ may immeiliatcl'y revdke,.i it dify, • r• • • suspend the use of such product or material within their jurisdiction. RER reserves the right•trre yoke this acceptancc,: •.' if it is determined by Miami -Dade County Product Control Section that this product of tnttterial fails•to meet thek... requirements of the applicable building code. • • • • • •• DESCRIPTION: VersaShield® Fire -Resistant Roof Deck Protection and VersaShield® Solon' Fire -Resistant Slip Sheet LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 14-1022.26 and consists of pages 1 through 3. The submitted documentation was reviewed by Alex Tigera. MIAMI-DADE COUNTY APPROVED NOA No.: 16-1216.02 Expiration Date: 02/07/22 Approval Date: 02/02/17 Page 1 of 3 • ROOFING ASSEMBLY APPROVAL Category: Sub -Category: Material: Roofing Underlayment Fiberglass SCOPE: This acceptance is for VersaShield® Fire -Resistant Roof Deck Protection (a.k.a "VersaShield® Underlayment") and VersaShield® Solon+ Fire -Resistant Slip Sheet (a.k.a "VersaShield SoIoTM"), as described in this Notice of Acceptance, for use with approved prepared roof assemblies. Designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. PRODUCT DESCRIPTION: Manufactured by Test Applicant Dimensions Specifications VersaShield® Fire- 42" x 100' rolls ASTM D 226 Resistant Roof Deck Type II Protection VersaShield® SoIoTM 72" x 166.7' rolls Fire -Resistant Slip Sheet 36, x 166.7' rolls MANUFACTURING LOCATION: 1. Conover, NC EVIDENCE SUBMITTED: Test Agency PRI Construction Materials Technologies Underwriters Laboratories Inc. Ptodttct • •• • Descrittion • • • Non -Asphaltic fiberglas - We'd underlayment and/or fire barrier. • • •••• • •••• • • • • • ••• •• ••• • � • • • • • • • UL790 Non -Asphaltic fiberglavibpind slip sheet and/or fire barrier. • Test Identifier GAF-270-02-02 GAF-748-02-01 ELK-063-02-01 99NK45831 10NK 11990 R19254 08CA37926 08CA49140 • • • • •• • Test Name/Report ASTM D 226 ASTM D 226 TAS 100 UL790 UL790 ASTM D 226 UL790 • • •• • • • • .• • •• • Date 11/15/10 12/12/16 09/27/01 03/21/00 05/18/11 09/13/01 09/23/09 INSTALLATION: 1. VersaShield® Fire -Resistant Roof Deck Protection or VersaShield®So1oTM Fire -Resistant Slip Sheet shall be installed in strict compliance with applicable Building Code. 2. VersaShield® Fire -Resistant Roof Deck Protection or VersaShield® Solo TM Fire -Resistant Slip Sheet shall be installed with a minimum 4-inch head lap in a shingle layer fashion. 3. VersaShield® Fire -Resistant Roof Deck Protection shall be mechanically fastened with approved fasteners in compliance with Florida Building Code 1518.2 when used in lieu of a code prescribed ASTM D 226 Type II underlayment. MIAMI DADE COUNTY APPROVED NOA No.: 16-1216.02 Expiration Date: 02/07/22 Approval Date: 02/02/17 Page 2 of 3 • LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. VersaShield® Fire -Resistant Roof Deck Protection shall not be left exposed as a temporary roof for longer than 30 days of application. VersaShield® SoIoTM Fire -Resistant Slip Sheet shall not be left exposed to the weather. 4. VersaShield® Fire -Resistant Roof Deck Protection and VersaShield® SoIoTM Fire -Resistant Slip Sheet are a component used in roof assemblies. Roof assemblies are approved under specific assembly Notice of Acceptance. 5. VersaShield® Fire -Resistant Roof Deck Protection or VersaShield® SoIoTM Fire -Resistant Slip Sheet may be used with any approved roof covering Notice of Acceptance listing. VersaShield® Fire -Resistant Roof Deck Protection or VersaShield® SoIoTM Fire -Resistant Slip Sheet may be used as a component part of an assembly in the.Notice of Acceptance. If VersaShield® Fire -Resistant Roof Deck Protection or VersaShield® SoIoTM titp-Resi6{ani%'lip Sheet • • • is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the MIAmi'Dade X urlty Product •' Control Department for approval provided that appropriate documentation is provided to efail coni'patib• 11ity of the • : • products, wind uplift resistance, and fire •testing results. • • • • ' •••• • • • 6. VersaShield® Fire -Resistant Roof Deck Protection and VersaShield® SoIoTM Fire -Resit stai►t Slip S'hea.te a %Iv. asphaltic underlayment that may be used as a fire barrier for prepared roof assemblies: f fire classiGcatiott Ff• • • specific roof assemblies using VersaShield® Fire -Resistant Roof Deck Protection drVttsaShieTd%eZoTM Firar••• • Resistant Slip Sheet refer to a current Approved Roofing Materials Directory for fire rItings'bf this protluct. • • • 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Bt kimg•Code'and'•• Rule 61 G20-3 of the Florida Administrative Code. • • • •• • •• • • • • • •• • •• • LABELING: All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility, yellow line to identify the ASTM Standard designation or logo, and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. MIAMI•DADE COUNTY APPROVED BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this material. END OF THIS ACCEPTANCE MIAMFDADE COUNTY APPROVED NOA No.: 16-1216.02 Expiration Date: 02/07/22 Approval Date: 02/02/17 Page 3 of 3 Florida Building Code fith Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof Sy$tem) Fill In Specific Roof Assembly Components and Identify Manufacturer (ifa component is not used, Identify as'NA') System Manufacturer alikf tla a6LL 0 p NOA/8-0q/9. /CZ Design Wind Pressures, From RAS 128 or Calcula1 ons: Pmax9^`(7•CY Pmax2141.' Pmax3: ^1011,0 Max. Design Pressure, From the specific NOA System; tt -52t3 Gauge/Thickness- II 5IS" slow 61,E t 12 AnchorlBase Sheet & No. of Ply(s)- t2 Dacia Typo. woo • A oh9rIB seed Fasten B,fgnv iniaatodat: Insulation Baca Layer. F' N Base Insulation Size and ThIclrness: Base insulation Fastener/Bonding Material: Top Insulation Layer. Top Insulation Size and Thickness- N ti Top Insulation Fastener/Bonding Material: Bose Sheet(s)&No. ofPly(s): « L 1� Base Sheet Fastener/BondingMaterial:14 L Ply Sheet(s).& No. of Ply(s)• V) Fastener Spacing forAncharlBase Sheet Attachment Field: ,A„'oc@Lap. ffFlows .. _ @g,'oe Perimeter. �.,' on t Lap, ft Rows;A @v' ' oe Comer. JL' oo @ Lap, $ Rows , @ ;; • Number of Fasteners Per Insularism •. Board • • • • Field t Perimaterk h Como ' •_ Illustrate Components Noted arid:': Details as Applicable: ' Woodbtocking, Gutter, Edge T)mIgdt(pn, Stripping, Flashing, Continuous Cleat, Gent Scrip, Base Flashing, Counter- Flashing, Coping, Etc. Nicety Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 end Chapter 16. Fr. NA F. • • • • •.•• • • .. • . • • • .• ••,• • • • • • ••S..• • •• . • • . •. • Parapet Height ,12' Ply Sheet Fastener/BondingMaterial: t �� Z1ir.S �- fi� 4-AasaSe. SI,¢ 1 Top Ply. VA( 6 \\.�1. �G�a 136 Top Ply Fasts er orlCt1ngaMatarfal: Surfacing- F� �1.+ ee�t11. Mean Roof Height TGFU.R1306 - Roofing Systems Page 16 of 47 Insulation (Optional): — Any UL Classified, any thickness, mechanically fastened. Barrier Board: — Minimum 1/2-in. thick gypsum board or minimum 1/4-in. thick Georgla-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuard" Roofboard" or minimum 1/4-in, thick United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX), mechanically fastened. Base Sheet: — One ply "Liberty" SBS Self -Adhering Base/Ply Sheet" or "RUBEROID® SA Base/Ply Sheet" or "Ruberoid® SA Universal Base Sheet" self -adhered. Membrane: — "RUBEROID® HW Granule FR' or "RUBEROID® HW Plus Granule" or "RUBEROID® HW Plus Granule FR" or "RUBEROID® EnergyCap" HW Plus Granule FR", torch applied or "RUBEROID® 30 Granule FR" or "RUBEROID® EnergyCap" 30 Granule FR", fully adhered with hot roofing asphalt. 52. Deck: NC Incline: 1 Primer: — TOPCOAT® FlreOut" Fire Barrier Coating' or "FlreOut" Fire Barrier Coating", applied at a rate of 1-gal./100-ft.i. • Base Sheet (Optional): — One ply "Liberty" SBS Mechanically Attached Base Sheet", mechanically fasterp;d. • • Ply Sheet: — One ply "Liberty" SBS Self -Adhering Base/Ply Sheet" or "RUBEROID® SA Base/Ply Sheet", gelf-abhe•ed. Cap Sheet: — "RUBEROID® SA Cap FR Sheer, self -adhered. • • • • 53. Deck: C-15/32 Incline: 1/2 • • • • • Primer: — "TOPCOAT® FireOutTM Fire Barrier Coating" or "FireOut" Fire Barrier Coating", applied at a ratBof•1• /100-ft•'Q! • • • • Slip Sheet (Optional): — One ply "StormSafe'"", mechanically fastened. • • • • • ' • • • Base Sheet (Optional): — One ply "Liberty'" SBS Mechanically Attached Base Sheet", mechanically fastepetj • • • • • • • Ply Sheet: — One ply "Liberty'" SBS Self -Adhering Base/Ply Sheet" or "RUBEROID® SA Base/Ply Sheet", selfeadhered. • • Cap Sheet: — "RUBEROID® SA Cap FR Sheet", self -adhered or "RUBEROID® HW Granule FR" or "RUBERCED:g?AW Plus Granule"•or "RUBEROID® HW Plus Granule FR" or "RUBEROID® EnergyCap" HW Plus Granule FR" or "RUBEROID® TerttbglyS.Granule FR" or • "RUBEROID® EnergyCap" Torch Plus Granule FR" or "RUBEROID® EnergyCap" Torch Granule FR", torchhapplltd • ' • • • • • 54. Deck: NC Incline: 1 • • • • • Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofbearkfi'or • • • "DensDeck® Prime Roofboard" or "DensDeck® DuraGuard" Roofboard" or minimum 1/4-in. thick United States Gypsum Co. SEEUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX). Insulation (Optional): — Perlite or fiber glass or polyisocyanurate or urethane or periite/polyisocyanurate composite. Base Sheet: — One or more piles Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" or "GAFGLAS® #80 Ultima" Base Sheet" or "GAFGLAS® Stratavent® Nallable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Ventlng Base Sheet" or Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet' or "Tri-Ply® BUR Granule Cap Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet (Optional): — One or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri-Ply® Ultra - Flexible Ply 6', fully adhered with hot roofing asphalt. Membrane: — One ply "RUBEROIO® Torch Smooth" or "Tri-Ply® APP Smooth', torch applied or "RUBEROID® Mop Smooth" or "RUBEROID® Mop Smooth 1.5" or "RUBEROID® Mop Plus Smooth", fully adhered with hot roofing asphalt. Membrane: — 'RUBEROID® Mop Plus Granule FR" or "RUBEROID® EnergyCap'" Mop Pius Granule FR", fully adhered with hot roofing asphalt. 55. Deck: NC Incline: 1 Barrier Board (Optional): — One or more layers minimum 1/4-In. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or 'DensDeck® DuraGuard" Roofboard' or minimum 1/4-in. thick United States Gypsum Co. "SECUROCK® Roof Board' (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX). Insulation (Optional): — Polyisocyanurate or wood fiber or perlite or glass fiber, any thickness, mechanically fastened or fully adhered with hot roofing asphalt. Base Sheet: — One or more plies Type G2 "GAFGLAS® #75 Base Sheet" or 'Tri-Ply® #75 Base Sheet" or "GAFGLAS® #80 Ultima" Base Sheet" or "GAFGLAS® Stratavent® Nailable Venting Base Sheet° or "GAFGLAS® Stratavent® Perforated Venting Base Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet : — One or more plies "RUBEROID® 20 Smooth" or "RUBEROID® Mop Smooth" or "RUBEROID® Mop Smooth 1.5" or "RUBEROID® Mop Plus Smooth" fully adhered with hot roofing asphalt. Membrane: — "RUBEROID® HW Plus Granule FR" or "RUBEROID® HW Granule FR" or "RUBEROID® EnergyCapTM' HW Plus Granule FR" or "RUBEROID® HW Plus Granule" or "RUBEROID® HW Granule", torch applied. 56. Deck: C-15/32 Incline: 1/2 Base Sheet: — Two or more plies Type G2ti GAFGLAS® Base Sheet" or "Tri-Ply® #75 Base Sheet" or "GAFGLAS® #80 Ultima" Base Sheet" or "GAFGLAS® Stratavent® Nailable Venting Base Sheet', mechanically fastened. Membrane: — "RUBEROID® HW Plus Granule FR",or "RUBEROID® HW Granule FR' or "RUBEROID® EnergyCap" HW Plus Granule FR" or 'RUBEROID® HW Plus Granule" or "RUBEROID® HW Granule", torch 4pplied. 57. Deck: NC Incline: 1/2 Base Sheet: — "RUBEROID® Mop Smooth" or "RUBEROID® Mop Smooth 1.5" or "RUBEROID® Mop Plus Smooth", fully adhered with hot roofing asphalt or "RUBEROID® HW Smooth", torch applied Membrane: — "RUBEROID® HW Plus Granule FR" or "RUBEROID® HW Granule FR" or "RUBEROID® EnergyCap" HW Plus Granule FR' or "RUBEROID® HW Plus Granule", torch applied. 58. Deck: NC Incline: 1/2 Insulation (Optional): — Polyisocyanurate, uniform thickness of tapered minimum 1-1/2 in., mechanically fastened or adhered with "LRF Adhesive M" or "TPO LRF Adhesive M Low Temp" or OMG Inc. "Olybond Fastening System", applied as a nominal 3/4-in. bead or "GAF 2-Part Roofing Adhesive", applied as a nominal 2-1/2 in. bead with a maximum on -center spacing of 12-in. or any UL Classified insulation adhesive, applied per the manufacturer's installation instructions. Barrier Board: — Minimum 1/4-in. thick Georgia-Padflc Gypsum LLC "DensDeck® Prime Roofboard" or "DensDeck® DuraGuard' Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G), mechanically fastened or adhered with OMG Inc. "Olybond Fastening System". Base Sheet (Optional): — One ply "Liberty" SBS Self -Adhering Base/Ply Sheet" or "RUBEROID® SA Base/Ply Sheet" or "Ruberoid® SA Universal Base Sheet" self -adhered. http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=T... 11 /7/2018 MIAMI•DIADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) GAF 1 Campus Drive Parsippany, NJ 07054 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www. miami d adc.sov/economv • • • . • . • • • • • • This NOA is being issued under the applicable rules and regulations governing the use okonstrucwpn materials. The documentation submitted has been reviewed and accepted by Miami-Datie•County 1ZER..' Product Control Section to be used in Miami Dade County and other areas where alkM t by the • • • • • Authority Having Jurisdiction (AHJ). .• •• •. This NOA shall not be valid after the expiration date stated below. The Miami-DadeZot ity Product . Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami.Dade•Countyj reserve the right to have this product or material tested for quality assurance purposes.lfthr~s product of material fails to perform in the accepted manner, the manufacturer will incur the expense of such rasing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Ruberoid® Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 15-1020.01 and consists of pages 1 through 67. The submitted documentation was reviewed by Jorge L. Acebo. MIAMI.DADE COUNTY APPROVED NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 1 of 67 Membrane Type: APP/SBS Heat Weld Deck Type 1: Wood, Non -insulated Deck Description: Min. 19/32" or greater plywood or wood plank secured 6 in. o.c. with 8d ring shank nails to supports spaced 24 in. o.c. max. System Type E(2): Anchor sheet is mechanically attached to roof deck. (Non -insulated systems) • All General and System Limitations shall apply. • Fire Barrier: FireOut'" Fire Barrier Coating, VersaShield® Fire -Resistant RodPDeek (optional) Protection, VersaShield® Solo"' Fire -Resistant Slip Sheet, Dent lt® Roof• Board, SECUROCK® Gypsum -Fiber Roof Board or SECUROM. Glass -Mat • Base sheet: • •••• •• • Roof Board. •• . • •.•. •GAFGLAS® #80 Ultima Base Sheet, GAFGLAS® Stratavent,:lifailable Vggtjng• Base Sheet, Ruberoid® Mop Smooth, Ruberoid® Mop Smooth.k pRuberoid® •.: Mop Plus Smooth, Ruberoid® 20 Smooth, Ruberoid® HW Smeeihe» Ruberoid; HW 25 Smooth mechanically fastened to deck as described below; • Fastening GAFGLAS® Ply 4, Tri-Ply® Ply 4 Ply Sheet, GAFGLAS® FleuPly"•6, • Option #1: GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of above base •. •. sheets attached to deck with approved annular ring shank nails and tin caps of a. fastener spacing of 9" o.c. at the lap staggered and in two rows 18" o.c. in the field. Not for use with DensDeck or SECUROCK Fire Barrier (Maximum Design Pressure —4S psf. See General Limitation #9) Fastening GAFGLAS® Ply 4, Tri-Ply® Ply 4 Ply Sheet, GAFGLAS FIexPlyTM 6, Option #2: GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of above base sheets attached to deck with Drill-TecT"' #12 Fastener or Drill-Tecm #14 Fastener and Drill-Tec"" 3" Steel Plate, Drill-TecT" AccuTrac® Flat Plate or Drill-Tecm AccuTrac® Recessed Plate installed 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12.5" o.c. in the field of the sheet. (Maximum Design .Pressure —45 psf. See General Limitation #9) Fastening GAFGLAS® FlexPlym 6, GAFG� #75.Base Sheet, Tri-Ply® #75 Base Sheet Option #3: or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. Not for use with DensDeck or SECUROCK Fire Barrier (Maximum .Design Pressure, 52:5 iv. See General Limitation #7) Fastening GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of above base Option #4: sheets attached to deck with Drill-TecT" #12 Fastener or Drill-Tec"' #14 Fastener and Drill-TecT" 3" Steel Plate, Drill-TecT" AccuTrac® Flat Plate or Drill-Tec'" AccuTrac® Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure --45 psi: See General Limitation #9) MIAMGDADE COUNTY APPROVED NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 53 of 67 • • • • • • •.••. •• • • Fastening GAFGLAS® #80 Ultima' Base Sheet, Ruberoid® 20 Smooth, Ruberoid® Mop Option #5: Smooth base sheet attached to deck approved annular ring shank nails and 3" inverted Drill -Ted"' 3" Steel Plate at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. Not for use with DensDeck or SECUROCK Fire Barrier (Maximum Design Pressure —60 psf. See General Limitation #7) Fastening GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of above base: • Option #6: sheets attached to deck with Drill -Tee' #12 Fastener, Drill-W. 1;1 Fastener or Drill -Tee'" XHD Fastener and Drill -Tee ' 3" Steel Plate, DrilltTeG;AccuTTael:• Flat Plate or Drill -Tee' AccuTrac® Recessed Plate installed 8:".c:.I.iji 4 rows. • One row is in the 2" side lap. The other rows are equally spaied approximately. • . . •.. 9" o.c. in the field of the sheet. • • • • (Maximum Design Pressure —45 psf. See General Limitatioh 10j •; • • • • .. .. ': Ply Sheet: (Optional except over Ruberoid® Mop Smooth, Ruberoid® Mpp.,ippoth 1.5, Ruberoid® Mop Plus Smooth, Ruberoid® 20 Smooth, Ruberoid® H\' Smoptli o Ruberoid® HW 25 Smooth) One or more plies GAFGLAS®1 ly 4,.Tri-Ply: •Ply4, or GAFGLAS® FlexPly" 6 sheet adhered in a full mopping ofiapproved aspI alr applied within the EVT range and at a rate of 20-40 lbs./sq. or Ruberoid®1'ar , • Smooth torch applied according to manufacturer's application instructions. Membrane: One ply of Ruberoid® Torch Smooth, Tri-Ply® APP Smooth Membrane, Ruberoid®Torch Granule, Tri-Ply® APP Granule Cap Sheet, , Ruberoid® EnergyCapTM Torch Granule FR, Ruberoid® EnergyCap'"' Torch Plus Granule FR, or Ruberoid® Torch Plus Granule FR torch applied according to manufacturer's application instructions. Or One or more plies of Ruberoid® HW Plus Granule, Ruberoid® HW Plus Granule FR, Ruberoid® HW Granule FR, Ruberoid® EnergyCap" HW Plus Granule FR, rRiilieroid® HW.Granule; Ruberoid® HW Smooth and Ruberoid® HW 25 Smooth applied according tomanufacturer's application instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of Approved asphalt at 60lbs./sq. 2. GAFGLAS® Mineral -Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet or GAFGLAS®EnergyCap' Mineral -Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. TOPCOAT® Surface`Seal SB or United Coatings' Surface Seal SB Roof Coating applied in one or more coats at a minimum rate of 1.0 gal./sq. per coat. OR TOPCOAT® MB Plus or United Coatings' Roof Mate MB Plus Coating applied at a minimum rate of 1.0 gal./sq.(to be used as a primer) followed by TOPCOAT® Membrane or United Coatings' Roof Mate TCM Coating applied in one or more coats at a minimum rate of 1.0 gal./sq. per coat. 4. Fiber Aluminum Roof Coating. Maximum Design Pressure: MIAMI-DADE COUNTY APPROVED See Fastening Options NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 54 of 67 • .• . • • • ..••.. .. • • • ••••.. • . WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® FlexPly' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum'/" DensDeck® Roof Board or %" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: • • 1. Fire classification is not part of this acceptance; refer to a current Approved RooflOg Ivl terial Directory for fire ratings of this product. ••.... • 2. Insulation may be installed in multiple layers. The first layer shall be attached in.aor$pyance with• Product Control Approval guidelines. All other layers shall be adhered in a full root irg of . • • approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or dieetranicall)i '..' attached using the fastening pattern of the top layer • • ... 3. All standard panel sizes are acceptable for mechanical attachment. When applie1l'ina'pproved • • • asphalt, panel size shall be 4' x 4' maximum. . . • 4. An overlay and/or recovery board insulation panel is required on all application§ over. closed tell. % foam insulations when the base sheet is fully mopped. If no recovery board is useictthe base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; orsitrip. • mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 2751bf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 Ibf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 1 1 1 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE MIAMI.DADE COUNTY APPROVED NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 67 of 67 ...... .'• . • . • 00000 ...... • .• . . . •