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RF-19-116Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: Location Address Parcel Number 10674 NE 11TH CT, Miami Shores, FL 33138 1122320280490 Contacts Permit No.: R-01-19-116 Permit Type: Roof Work Classification, Flat Permit Status: Applied Expiration: 07/15/2019 PETER KONEN Owner 10674 NE 11 CT, MIAMI SHORES, FL 33138 DUKE'S CONTRACTOR LLC Contractor CARLOS DUQUE 8520 NW 172 ST, HIALEAH, FL 33015 Business: 3055882054 caskeda@gmail.com Description: RE -ROOF FLAT BUILD-UP SYSTEM. Valuation: $ 13,000.00 Inspection Requests: 36062-4949 Total Sq Feet: 2,600.00 Fees Amount Application Fee - Other $50.00 CCF $7.80 DBPR Fee $4.50 DCA Fee $3.00 Education Surcharge $2.60 Roofing Fee $250.00 Scanning Fee $9.00 Technology Fee $7.50 Total: $334.40 Payments Date Paid Amt Paid Total Fees $334.40 Check # 1083 01/16/2019 $50.00 Check # 1115 01/30/2019 $284.40 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I 'certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date January 30, 2019 Page 2 of 2 i `O,V\ Miami Shores Village BUILDING PERMIT APPLICATION Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑BUILDING ❑ ELECTRIC 2-RbOFING AN16201 C FBC 20 Master Permit No. I Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [-]MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: NX 79 ME l ( lie, G-}— City: Miami Shores County: Miami Dade Zip: 33 i3 Folio/Parcel#: [ ("22'32- OZ - O 4 q O Is the Building Historically Designated: Yes NO ✓ Occupancy Type: Load: Construction Type: QJ`00rikli, Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Cit p wa t, Phone��) b$S -Z,d `1 I Address: 1 O(07 4 06 tk G T- City: k1bW S kVfL'E S State: q�7— Zip: Tenant/Lessee Name: Phone#: Email: (' CONTRACTOR: Company Name: I)UY'e 5 CN I iN.orort-S L -C' Phone 3)S9� Address: N W i-12 ei-T City: State: T-LO (Lt Pa Zip: 3�OiS Qualifier Name: �6AW_s pcA dUE Phone#: State Certification or Registration #: CC C l 3Z5 q'7 I Certificate of Competency #: _ DESIGNER: Architect/Engineer: one#: Address: City: State: Zip: �Vah rm Work f' or rs P� $ � 3, O U Square/Linear. Footage, of Work: O d --�-_ . - _ Type of Work: ❑ Addition ❑ Alteration ❑ New Q Repair eplace ❑ Demolition Description of Work: C P_ - ILA o f F0,-F 6 u) L,T-y P 5 YSTEM Specify color of color thru tile: Submittal Fee $ S a Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $, Training/Education Fee $ Double Fee $ Structural Reviews $. (Revised02/24/2014) Bond $ r_!DQ) . CID TOTAL FEE NOW DUE $ f q -:�-8,14.eg0 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Zip 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 appky re' spection fee.wifl be charged. Signature I/IiSignature u OWNER or AGENT The foregoing instrument was acknowledged before me this dayof_ 20 by Oer-rl 2.. k0"eF -1 , who is personally known to me or who has produced CONT OR The foregoing instrument was acknowledged before me this / day of G/ 20 9 by C410 S IY 119 UT ho is personally known to as me or who has produced identification and who did take �p� • CpR pS A. URgINA NOTARY PUBLIC: NppyilWlC = Sta►.01lO�iOo Coannksba _ My COW. Expgq.,fu191. 2019 Sign: Print: C � iJfll-,31A.6 Seal: as identification and who did take an oath........... OTARY PUBLIC: ^ ''y CARLOS A. Uftdir, NO" P-011C =Stilt Of $1011c., flea11ti1�jgop-l�i�.>�12 MO CIS. Ilrxp�lo IM S1. t0i9 ign: �t Print: Seal: *****************sss*sssssssass s***/**** s**ssssssssssssssssss*ssssss***********s*ssss*sssss**s*****s**s**st APPROVED BY `� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County https://www.miamidade.gov/propertysearch/#/report/summary APPRAISER 0 FFI E t� F THE PRt P RTY Summary Report Property Information Folio: 11-2232-028-0490 Property Address: 10674 NE 11 CT Miami Shores, FL 33138-2123 Owner ---------- PETER L KONEN MARISOL SARDINA - ----------------------------- Mailing Address 10674 NE 11 CT MIAMI SHORES, FL 33138 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT ---- ------------- Beds / Baths I Half 3/2/0 ------------------- Floors - 1 ----- ---- ---------- ------- Living Units Actual Area 1 -------------- 1,905 Sq.Ft --- -------------- Living Area 1,472 Sq.Ft -------- --- Adjusted Area 1,683 Sq.Ft Lot Size 9,750 Sq.Ft Year Built 1952 Assessment Information Year 2018 2017 2016 Land Value $239,085 $239,085 $177,606 Building Value $98,960 $98,960 $98,960 XF Value $0 $0 $0 Market Value $338,045 $338,045 $276,566 Assessed Value $183,456 $179,683 $175,988 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Assessment $154,589 $158,362 $100,578 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES ESTATES PB 47-58 LOT 21 BLK 3 LOT SIZE 75.000 X 130 OR 19408-0757 12 2000 1 Generated On : 1/14/2019 Taxable Value Information 2018 2017 2016 ---------------------------------- - County ----------- Exemption Value $50,000---- $5Q000 ----- $50,000 Taxable Value 1 $133,456 $129,683 $125,988 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $158,456 $154,683 $150,988 City Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $133,456 $129,683 $125,988 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $133,456 $129,683 $125,988 Sales Information Previous OR Book - Price Qualification Description Sale Page Corrective, tax or QCD; min 08/11/2014 $101,315 29276-1429 consideration 12/01/2000 $158,000 19408-0757 Sales which are qualified 07/01/1998 $112,800 18191-4239 Sales which are qualified 05/01/1992 $85,000 15529-4127 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.govfinfo/disclaimer.asp Mersion: To Re: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE. BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. Miami Shores Village Building Department Date: JANUARY 11, 2019 10050 NE 2nd Ave Miami Shores, A 33138 Owner's Name: PETER L. KONEN Property Address: 10674 NE 11 CT MIAMI SHORES, FL 33138 Roofing Permit Number: Dear Building Official: I PETER L. KONEN certify that I am not required to retrofit the roof to wall connections of my building because: )(The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition f the South Florida Bui ing Code (1994 SFBC) T Signature Print Name CkR1D5 A. UIIIINIG . .� �ON�♦M-lam State of Florida _, Mh o" llikow iM � "is County of Dade '' �„„T, BortdeM►,rWd, lWonji uoarn Am The undersigned, being the first duly swom, deposes and says that he/sh is the owner for the above property mentioned. Sworn to and subscribed before me this ay of Notary Public, Sate of Florida at Large • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a budding application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 RICK SCOTT, GOVERNOR JONATHAN ZACHEM, SECRETARY Florida , -STATE OF FLORIDA DEPARTMENT -OF 13USINES A �FESSIONAL REGULATION - CONSTRUC 014:. E G BOARD . _ L *tw+ �1 .• THE ROOFiN CO O` '`,I� ; 'll JS�CE fit. UNDER THE PROVIS O ASTER}9r ORt / TEA UTES Puw e ! -� fb • EXPIRATI � • - AG_ - 31, 2020 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. CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 09/06/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER, IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policypes) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Lucia Estrella NAME: Accurate Group Llc 8300 West Flagler Suite 114 PHONE (305)226-8727 (305)226-8767 MAIL accurate.certificates@gmail.com INSURE S AFFORDING COVERAGE NAIC 0 Miami, FL 33144 INSURERA: Covington Specialty Insurance Company 13027 Phone '(305) 226-8727 Fax (305) 226-8767 INSURED INSURER B INSUREiI C : Duke's Contractor LLC INSURERD: 8520 NW 172nd St INSURER E : Hialeah FL 33015- INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1 LTR TYPE OF INSURANCE ADD UBR POLICY NUMBER POLICY EFF EXP MMIUDD YY LIMITS A Q COMMERCIAL GENERAL LIABILITY ❑ CLAIMS -MADE e OCCUR ❑ VBA638332-00 08/23/2018 08/23/2019 EACH OCCURRENCE $ 1,000,000.00 RENTED PREMISES F occurrence S 100,000.00 MED EXP (Any one person) $ 5,000.00 ❑ PERSONAL & ADV INJURY $ 1,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: PRO- ❑ LOC R1 POLICY ❑ JECT ❑ OTHER GENERAL AGGREGATE S 2,000,000.00 PRODUCTS - COMP/OP AGG $ 2,000,000.00 $ AUTOMOBILE LIABILITY ❑ ANY AUTO ❑OWNED AUTOS ONLY ❑ AUTOSULED ❑ HIRED ❑ NON -OWNED AUTOS ONLY AUTOS ONLY ❑ ❑ 31OMBINdEeDISINGLE LIMIT BODILY INJURY (Per person) $ $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per acc dent $ S ❑ UMBRELLALIAB ❑ OCCUR ❑ EXCESS UAB ❑ CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DIED ❑ RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y I N ANY PROPRIETORIPARTNERIEXEC OFFICERIMEMBER EXCLUDED? tMa 6dat��iIneNH) und DESCRIPTION OF OPERATIONS below i N I A ❑PER ❑ 0- E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE -POLICY LIMB $ I DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more apace is required) ROOFING CONTRACTOR LICENSE No. CCC1325931 CERTIFICATE HOLDER Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 CANCELLATION SHOULD ANY OF THE ABC THE EXPIRATION DATE TF ACCORDANCE WITH THE AUTHORIZED REPRESENTATIVE Lucia Estrella ;IES BE CANCELLED BEFORE BE DELIVERED IN ©1988-2015 R RPORATION. All rights reserved. ACORD 25 (2016103) QF The ACORD name and to are registered marks of ACORD rt •� we JIMMY PATRONIS CHIEF FINANICAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 4/25/2018 PERSON: CARLOS B. DUQUE FEIN: 463966947 BUSINESS NAME AND ADDRESS: DUKE'S CONTRACTOR LLC 8520 NW 172ND ST HIALEAH, FL 33015 SCOPE OF BUSIi 412SS OR TRADE: Licensed Roofing Contractor Roofing - All Kinds and Drivers EXPIRATION DATE: 4/24/2020 EMAIL: JDUQUE2793QLIVE.COM IMPORTANT: Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recow!- t,cnefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of lh • • ,siness or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13). F.S., Notices of election to be exempt and certificates of Lion to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notic; ,r certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at anytime for h.' -e of the person named on the certificate to meet the requirements of this section_ DFS-F2-DwC-252 CEP -I WICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609 JIMMY PATRONIS CHIEF FINANICAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 4/25/2018 PERSON: JOSE L DUQUE FEIN: 463966947 BUSINESS NAME AND ADDRESS: DUKE'S CONTRACTOR LLC 8520 NW 172ND ST HIALEAH, FL 33015 SCOPE OF BUSINESS OR TRADE: Licensed Roofing Contractor Roofing - All Kinds and Drivers EXPIRATION DATE: 4/24/2020 EMAIL: JDUQUE2793@LIVE.COM IMPORTANT: Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recov.:•.:,enefrts or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of th • - :sines or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and ceniticates of , Zion to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notici ,r certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for fo re of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CEP -I TICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 IVouce to UWner — WorKers" compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Q(Vner State of Florida County of Miami -Dade The foregoing was acknowledge before me this t' day of 20 167 By �"' 0� - who is personally known to me or has produced as identification. ��� _ _,. CARLOS A. uRBINA Notary: Nayty public : SWO of Florida _• Gonnkil n a FF 245242 SEAL: - my C4W fxpbn.Jtd 31. 2019 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES PA i Code 5th Edition (2014) 1 1��i •• H19 - U cane one Uniform Permit Application Form. 1 1 Section A (General Information) 1 1 Master Permit No. Process No. 1 Contractor's Name DUKES CONTRACTORS LLC 1 1 Job Address 10674 NE 11 CT MIAMI SHORES, FL 33138 '....' ....�. ROOF CATEGORY • • • • • • l� Low Slope ❑ Mechanically Fastened Tile ❑ Mortaifth@Vve SenW;: • ....{. ' • . o" ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood ShinglplShakegs• • • .... � *.:.I* ❑ Prescriptive BUR-RAS 150 ..'..' ' ' ROOF TYPE •••••• •1 '❑ New roof ❑ Repair ❑ Maintenance M Reroofing •❑ ReQdV9flA� • • ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) 2,600 Steep Sloped Roof AREA (SSF) NSA Total (SF) 2,600 •.:..' 1 1 1 Section B (Roof Plan) 1 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimen- sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 1 7-0 ■■■■■■i■�1�:: ■�I■:1■■■■■■■■■ III III M ■■I■1 ■u"NOW■I No No W■t■1 Mrs ■■■■ 41N1■A_—UM■■■■■■111■■ ■■■11■0■■■ 1!� ■■■■■■■■■■■■ ■ ■■■■ 114, NE I■■�I�rl■■■■�■fl■��■�■MEN No o MEMO EMO■■■■■■ ■ !Lp1,III III ■1 ■■■■■ .001 0 ff ■■ ■ el INN milli 0 ■ ■■ MW ME ----MEMMMI - FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37 11111I 1 i 1 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun g, 2015 10:32:12 AM pursuant to license r.11Agreement. No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. 1 1 1 Section C (Low Slope Application) Top Ply Fa t eURRIld� ateriaLL Fill in specific roof assembly components and identify STVP ASp�HAL� l YF'E IV 1 I manufacturer I 1 (If a component is not used, identify as "NA") Surfacing: N/A Fastener Spacing for Anchor/Base Sheet Attachment: 1 1 System Manufacturer. GAF Field: 6 " oc @ Lap, # Rows 2 @ 6 " ov • • • • Jo Product Approval No.: 18-0919.07 T r- 00000 Perimeter: 6 " oc @ Lap, # Rows" .,f & 6 • • • • 1 • • 1 Design Wind Pressures, From RAS 128 or Calculations: Comer: 6 " oc @ Lap, # Rows •0* • EL7 6 " oc • 9• • • • 1 P1: -42.8 P2: -71.7 P3: -108.0 Number of Fasteners Per Insulationea"j: :***Go �.... 1 Max. Design Pressure, from the pecific product Field N/A Perimeter _ N/A_ • • • • CeNIA ornr,. �..... • 1 approval system: -52• Illustrate Components Noted and [�etei�sas Applicable*: I • 1 Deck: CDX PLYWOOD Woodblocking, Gutter, Edge Termination, Stri pin eN;9hin pp g, 9, Continuous Cleat, Cant Strip, Bas$FlasRipg, CounterHashing, • • • • 1 �....: 1 Type: Coping, Etc. .. . . .. Indicate: Mean Roof Height, Parapet Height, Heig'hR bt Base ; Gauge/Thickness: 5/8 = 19/32" Flashing, Component Material, Material Thickness, Fastener Slope: 1 /2":12" Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. 1 1 Anchor/Base Sheet & No. of Ply(s): N/A Anchor/Base Sheet Fastener/Bonding Material: N/A 1 1 i Insulation Base Layer. N/A S� FT. N/A 1 1 Base Insulation Size and Thickness: N/A Parapet 1 1 Height Base Insulation Fastener/Bonding Material: N/A 1 Top Insulation Layer: N/A FT. 12 1 Top Insulation Size and Thickness: N/A Mean 1 1 Top Insulation Fastener/Bonding Material: N/A Roof -- Height I I Base Sheet(s) & No. of Ply(s): (1) BASE SHEET #75 (� 1 1 S C 1 Base Sheet Fastener/Bonding Material: 1 1-1A R/S NAILS V1-5/8 TIN CAPS Ply Sheets) & No. of Ply(s): (1) RUBEROID 20 1 1 I Ply Sheet Fastener/Bonding Material: 1 1 STEEP ASPHALT TYPE IV I Top Ply: MINERAL SURFACE CAP SHEET (•� 1 15.38 FLORIDA BUILDING CODE — BUILDING, Sth EDITION (2014) t I f I I I Copyright to, or licensed by, ICC (ARTS RESERVED); accessed by Eliezer Palacio on Jun g, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Sth Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form 1 Section D (Steep Sloped Roof System) 1 1 1 Roof System Manufacturer: 1 Notice of Acceptance Number. 1 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): 1 P1: P1: P1: .... 1 Deck Type: Type Underlayment: Roof Slope: 12 Insul tion: C Barrie) Ridge Ventilation? ten Mean Roof Height: Type & Type 1V Edge: . �.... .... 04. .... .A... .'.... �. .�.... . .�.... • ' 1 1 1 1 1 1 1 i i >iae Drip 1 1 i i FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.39 ' 1 1 Copyright to, or licensed by,1CC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun g, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. 1 i 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t t 1 i 1 1 1 1 1 1 1 1 1 1 I t ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from M,. If the M, values are greater than or equal to the Mr values, for each area of the roof, then the the attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P1: x x _ = _a g: _ = Mn Product Approval M, • • • • • • (P2:` x?, _ ) Mg: a Product Approval , • • (P3: x� _ ) M�, Product Appr I M, -�~ • • • • Method 2 "Si ed Tile alculations Per T e Below" • • • • • Required Moment of Resistance (M,) From Table B o Product Ap val Mr • • • • • • M, r uire ment Re ' nce' ...... Mean Roof Height Roof Slope 15' 20' 25' 30' 10 • •40' .... • 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 .4 36.0 37.4 • 36.8 4:12 30.4 X32.2 33.8 37.3 ' 5:12 28.4 30.1 31.6 3 34.9 6:12 26. 28.0 29.4 0.5 32.4 7:12 .4 25.9 27.1 28.2 30.0 'Must be used in conjunction with mist of moment based tile systems endorsed i the Broward County Board of Rules and Appeals. / For Uplift based the systems use Method 3. Compared the values for F with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the the attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P1:_ x L = _ x w: = _) - W: x CDs 0 _ = F„ Product Approval F' (P2:_ x L _ - x w: = ) - W: x cos A - = Fn _ Product Approval F' (P3:_ x L _ = x w: = _ ) - W: x cos 0 _ = F,3 _ Product Approval F Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier Product Approval Restoring Moment due to Gravity MG Product Approval Attachment Resistance M, Product Approval Required Moment Resistance Mg Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. 15.40 FLORIDA BUILDING CODE - BUILDING, 5th EDITION (2014) 111151 ' i 1 1 1 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezcr Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. <ORtN' 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 Seotisn R4402 govern the minimum requirements and standards of the industry for roofing system inatallatie; s. Adaitiertally, the .... • following items should be addressed as part of the agreement between the owner ant tltr'contractor jbe byrrner s initial in the designated space indicates that the item has been explained. • • • • • • • • • • • • .... ..... 2. Renailing wood decks: When replacing roofing, the existing wppjlgQf deck. ryas pave to ..:..' be en in accordance with the current provisions of Section R4403. (The radf deck is ugualry : ...... concealed prior to removing the existing roof system). :9 0:9: . . . . ...... 4.kbe Exposed Ceiling: Exposed, open beam ceilings are where the unl!18r ide of th; rvdfdecking • • •' dfrom below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the 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. Perimetededge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow acc rdance with the requirements of Sections R4402, R4403 and R4413. C�;Zwwe I—►t�l�i Owner/Agents Signature Date Con actor Signature ate 1067q Ne (T- Property,AddrespC9 � A- sPermit Number Revised on 7/9/2009 LD;07/01/2015; MIAMFQADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy GAF 1 Campus Drive Parsippany, NJ 07054 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,P4ty nR* *, , Product Control Section to be used in Miami Dade County and other areas where allowed,4y the AutHd?lf? ...... Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade Couitydlroduc: * • • • • • • Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dadk-.Eopnty) • •; • • • • • . reserve the right to have this product or material tested for quality assurance purposes. 1'1'tht!?product1& material fails to perform in the accepted manner, the manufacturer will incur the expense of su*ch testing �. and the AHJ may immediately revoke, modify, or suspend the use of such product or ma*teri a1 within; their • jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Mia"'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 Conventional Built -Up Roof Systems 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. 14-1030.01and consists of pages 1 through 27. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 1 of 27 Membrane Type: BUR Deck Type 1I: Wood, Non Insulated Deck Description: Min. 15/32" thick or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type E(4): Anchor sheet mechanically attached to roof deck. All General and System Limitations shall apply. Fire Barrier: TOPCOAT FireOut' Fire Barrier Coating, VersaShield® Fire -Resistant Slip Sheet (optional) VersaShield® SoloT`' Fire -Resistant Slip Sheet, installed per manufacturer's installation instructions. Anchor sheet: •.• GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet, Ruberoid® 29 Smooth or �A;E LAS®• ..... Stratavent® Venting Nailable Base Sheet is secured as described below.• •, • •; Fastening Miami -Dade County Approved min. 12 ga. annular ring shank nails and:nin. 1-5/8 ig. diameter Option #1: tin caps are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.cp in the • • field of the sheet in two staggered rows. • • • • • • • • • (Maximum Design Pressure: —45 psf. See General Limitation #7) """ "" ""' Fastening Miami -Dade County Approved min. 12 ga. annular ring shank nails pdrin. 1-5/8 in. diameter •, Option #2: tin caps are spaced 6 in. o.c. in the min 4 in. wide anchor sheet side taps aitd 6 in; pc. jD the • • • • • • field of the sheet in two staggered rows. .'. :... . • (Maximum Design Pressure: —52.5 psf. See General Limitation #7)• • � • • • • Fastening Drill-Tec' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-TecT AccuTrac® Option #3: Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaced 16 in. o.c. in the min. 4 in. wide anchor sheet side laps and 16 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —52.5 psf. See General Limitation #7) Fastening Drill-Tec' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Tec'T' AccuTrac® Option #4: Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaced 12 in. o.c. in the min 4 in. wide anchor sheet side laps and 12 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —60 psf. See General Limitation #7) Fastening Drill-Tec' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill -Tee' AccuTrac® Option #5: Flat Plates or Drill-Tec'T' 3 in. Ribbed Galvalume Plate (Flat) are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in three staggered rows. (Maximum Design Pressure: —97.5 psf. See General Limitation #7) Base Sheet: Ruberoid® 20 Smooth adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. insta a per manufacturer's installation instructions. Cap Sheet: GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet or GAFGLAS EnergyCap— Mineral Surfaced Cap Sheet adhered in a full mopping of hot asphalt applied at 20 — 40 lbs./sq. installed per manufacturer's installation instructions. NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 25 of 27 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 60 lbs./sq. 2. Topcoat® Membrane or Topcoat' Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat' MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat' Membrane applied at 0.5 to 0.75 gal./sq. .•.• 3. Aluminum Fiber Roof Coating. * • . • • • • • • • • Maximum Design .. .. .... . 000000 Pressure: See Fastening Above. ..... . • . •..... • • • • • • •a••.• • • • . • • 00*0 .• . . .. • • • • 009 NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 26 of 27 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex Ply' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum'/4" 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 Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved aphilqppliea-mi't n the • • • • • • EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening patteni of tht tog Iver • • 3. All standard panel sizes are acceptable for mechanical attachment. When applied in app*ot ed asphalt, Canel size • • • shall be 4' x 4' maximum. • • • + • • 4. An overlay and/or recovery board insulation panel is required on all applications over 019;e4Cell f6ifif h SUlatioZ4. when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied usingrspot ..:..' mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons kn three rows, one at • • • • • • each sidelap and one down the center of the sheet allowing a continuous area of ventil4i't I •encircling of the • • strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow crdss vedlilatiob..Uphalt • • • • • • application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached 7stem1 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 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. 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 Professional Engineer, Registered 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 I I I 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 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 27 of 27 TGFU.R1306 ;Roofing Systems http�Hdatabase.ul.com/cgi-bin/XYV/template/LISEXT/I FRAME/... Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or poyisocyanurate, mechanically fastened or adhered with "LRF Adhesive M" or "TPO LRF Adhesive M Low Temp" or OMG Inc. "Oybond 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. Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri-Py@ #75 Base Sheet" or "GAFGLAS@ #80 UltimaTM Base Sheet", mechanically fastened. Ply Sheet: — One or two plies Type G1 "GAFGLAS@ Ply 4" or "Tri-Ply@ 4" or "GAFGLAS@ Flex -Ply'"' 6" or Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri-Py@ #75 Base Sheet" or "GAFGLAS@ #80 UltimaT" Base Sheet", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply@ BUR Granule Cap Sheet", fully adhered with hot roofing asphalt. Coating: — "United Coatings— TOPCOAT@ EnergyCoteTm Roof Coating" or "TOPCOAT@ MB Plus Coating" or "United CoatingsT" Roof Mate MB Plus Coating" applied at a rate of 2-gal./100-ft.2. 17. Deck: C-15/32 Incline: 1/2 Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or poyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. •••• Barrier Board: — Minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" gr "DeinsDeck(Opiig a •••••• Roofboard" or "DensDeck@ DuraGuard Tm Roofboard" or minimum 1/4-in. thick Untied States G ftuftl Jo. "SE�URO�K@ Roof •• Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered•wibl►BMG Inc. • "OyBond Fastening System" or any UL Classified insulation adhesive with butt joints in the barrie'FW&FprodAs staggered a'***** minimum of 6-in. from plywood deck joints. •••••• • 0••••0 Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri-Ply #75 Base Sheet" or"CsARaLAS@ #60 UltimaTM • • Base Sheet" mechanically fastened. • • • • • • • • Ply Sheet: — One or two plies Type G1 "GAFGLAS@ Ply 4" or "Tri-Ply 4" or "GAFGLAS@ Flex PlyJ6.p •Type G2."�W7GLAS@••:••• #75 Base Sheet" or"Tri-Py #75 Base Sheet" or "GAFGLAS@ #80 UltimaT" Base Sheet", fully adhered with hot rooms asphalt. Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Py@ BUR Granule Cap%lhet%', fully adRgred with ho*t•••:• roofing asphalt. •••••• • • Coating: — "United Coatings —TOPCOAT@ EnergyCote Tm Roof Coating" or "TOPCOAT@ MB Plu;Coatirig"" or'"Wnited, ••••0• Coatin sT"" Roof Mate MB Plus Coating" applied at a rate of 2- al./100-ft.2. •••••• 9 9" Pp 9 • • • • • 18. Deck: NC Incline: 1 •• • • •• • • • • • Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate, 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 21/2-in. bead with a maximum on -center spacing of 12-in. or any UL Classified insulation adhesive, applied per the manufacturer's installation instructions. Base Sheet: — One ply "GAFGLAS@ Stratavent@ Perforated Venting Base Sheet", loose laid or Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri-Ply #75 Base Sheet" or "GAFGLAS@ #80 UltimaT" Base Sheet", fully adhered with hot roofing asphalt. Ply Sheet: — One or two plies "RUBEROID@ Mop Smooth" or "RUBEROID@ Mop Smooth 1.5" or "RUBEROID@ Mop Plus Smooth" or "RUBEROID@ 20 Smooth", "Ruberoid@ 20 Plus Smooth" or "RUBEROID@ HW 25 Smooth", fully adhered with hot roofing asphalt. Membrane: — "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Py@ BUR Granule Cap Sheet", fully adhered with hot roofing asphalt. Coating: — "United Coatings— TOPCOAT@ EnergyCoteTm Roof Coating" or "TOPCOAT@ MB Plus Coating" or "United Coatings— Roof Mate MB Plus Roof Coating" applied at a rate of 2-gal./100-ft.2. 19. Deck: C-15/32 Incline: 1 Insulation (optional): — Any thickness perlite or wood fiber or glass fiber or po"ocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Barrier Board: — Minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuardlm Roofboard" or minimum 1/4-in. thick Untied States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive with butt joints in the barrier board products staggered a minimum of 6-in. from plywood deck joints. Base Sheet: — One ply "GAFGLAS@ Stratavent@ Nailable Venting Base Sheet" or "GAFGLAS@ Stratavent@ Perforated Venting Base Sheet", loose laid or Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri-Py #75 Base Sheet" or "GAFGLAS@ #80 UltimaT" Base Sheet", fully adhered with hot roofing asphalt. Ply Sheet: — One or two plies "RUBEROID@ Mop Smooth" or "RUBEROID@ Mop Plus Smooth" fully adhered with hot roofing asphalt. Membrane: — "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Py@ BUR Granule Cap Sheet", fully adhered with hot roofing asphalt. Coating: — "United Coatings— TOPCOAT@ EnergyCoteTm Roof Coating" or "TOPCOAT@ MB Plus Coating" or "United CoatingsT"' Roof Mate MB Plus Roof Coating" applied at a rate of 2-gal./100-ft.2. 20. Deck: C-15/32 Incline: 1 Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri-Py@ #75 Base Sheet" mechanically fastened. Insulation Optiona : — ny thic ness or combination: perlite-or wood fiber or glass fiber or polyisocyanurate, mechanically fastened or o mopped or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet: — O or more lies "RUBEROID@ 20 Smooth" "Ruberoid@ 20 Plus Smooth" or "RUBEROID@ HW 25 Smooth", mechanically fastened or fuly adhere wd hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS@ Mineral Su d Cap Sheet" or "Tri-Py@ BUR Granule Cap Sheet" or "GAFGLAS@ nergyCap rneral-Surfaced apap S 6 of 54 1/14/2019, 9:50 PM