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RF-15-1030 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-240653 Permit Number: RF-4-15-1030 Scheduled Inspection Date: August 05, 2015 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: SOTO, ALBERTO Work Classification: Flat Job Address:609 NE 105 Street Miami Shores, FL Phone Number 305/345-7275 Parcel Number 1122310120060 Project: <NONE> Contractor: EARL W JOHNSTON ROOFING, INC. Phone: 954-989-7794 Building Department Comments RESIDENTIAL FLAT RE-ROOF Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-233738. Missing renailing affidavit Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 04, 2015 For Inspections please call: (305)762-4949 Page 24 of 29 T /170 .SN Res Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# RE - l5— (060 DATE: 0120115 INSPECTION AFFIDAVIT �TL1�nn f,1--h 0 licensed as a(n)Contractor/Engineer/Architect, (Print name and circle License Type) FS 468 Building Inspector License 0511013 On or about t7(t 5 , �il Ig I 1 611415 , 1 did personally inspect the roof deck nailing (Date&time) work at U( 0E tom sl-y 2 (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual(Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of r eGn Notary Public State of Florida Meg A Romeo c M Commission EE 202823 Notary Public, Sate of Florida at Large �,� 9�OF f� Expires 06122/2016 'General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make such an Inspection.Include photographs of each plane of the roof with permit#and address#clearly shown marked on the deck for each inspection Revised on(7/10/2014)5121/2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL L L"'.." Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-237825 Permit Number: MC-6-15-1604 Scheduled Inspection Date: July 29, 2015 Permit Type: Mechanical - Residential Inspector: Perez,JanPierre Inspection Type: Final Owner: SOTO,ALBERTO Work Classification: Addition/Alteration Job Address:609 NE 105 Street Miami Shores, FL Phone Number 305/345-7275 Parcel Number 1122310120060 Project: <NONE> Contractor: AIR CONCEPTS A/C SERVICES INC Phone: (954)295-5773 Building Department Comments RELOCATE EXISTING UNIT AND INSTALL ROOF Infractio Passed Comments STANDS ALSO REPLACE DUCTWORK ON ROOF INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. July 28,2015 For Inspections please call: (305)762-4949 Page 9 of 31 S (4N T a �• Miami Shores Village ` Rt>�f 10050 N.E.2nd Avenue NE ' # �. vc + nuc, �i Miami Shores,FL 33138-0000 `3 Phone: (305)795 2204 a ,',, � �; 0MOO Expiration: 10/31/2015 Project Address Parcel Number Applicant 609 N E 105 Street 1122310120060 ALBERTO SOTO Miami Shores, FL Block: Lot: Owner Information Address Phone Cell ALBERTO SOTO 609 NE 105 ST 305/345-7275 MIAMI SHORES FL 33138-2053 Contractor(s) Phone Cell Phone Valuation: $ 36,500.00 EARL W JOHNSTON ROOFING, INC. 954-989-7794 (954)989-5666 Total Sq Feet: 4093 Type of Work:Re Roof Available Inspections: Additional Info: RESIDENTIAL FLAT RE-ROOF Inspection Type: Classification:Residential Tin Cap Scanning:3 Final Roof Roof in Progress Renailing Affidavit Review Roof Review Roof Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-4-15-55387 CCF $22.20 04/30/2015 Check#: 12958 $50.00 $878.70 DBPR Fee $5.25 DCA Fee $5.25 05/04/2015 Check#: 12961 $878.70 $0.00 Education Surcharge $7.40 Bond#:2701 Permit Fee-New Roof $350.00 Scanning Fee $9.00 Technology Fee $29.60 Total: $928.70 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 aboed contractor to do the work stated. May 04, 2015 Authorized Signature:Owner / Applic n ractor / Agent Date Building Department Copy May 04,2015 1 Miami Shores Village ' Building Department APR 3 M5 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY: INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20((0 BUILDING Master Permit No. gF' J— 1U3 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:] CHANGE OF ❑CANCELLATION ❑ SHOP /�r(��( CONTRACTOR DRAWINGS U JOB ADDRESS: OS ISG I U; con ti-c-r City: Miami Shores County: Miami Dade Zia: Folio/Parcel#: I 2.231 01'2- 0 L-U Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder):Alu�+'U sotc Phone#: —3(4;:- -7 21"� Address:U OCk NC- IV; SH-C&L-r City: MiUM i Sh0yr-(?S State: Fi car~ id Q zip: ?z Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: EOV- ( ".'� Yln&-rCn R0()jnCj Phone#: ggA'"!92Lsi"71�L4 Address: 91'2-t �I` � i 7C City: I kN 0()d State: EI®Y %d a Zip: Qualifier Name: 1 Coy k n Phone#: State Certification or Registration#: CC(_ oS-Iui 3 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: op 9,3 C Type of Work: ❑ Addition ,g❑�f�Alteration Q.' D New IS] Repair/Replace ❑ Demolition R- Description of Work: s k(_1'C• tell Specify color --of�f color thru tile: t,rj Submittal Fee$ Permit Fee$ S Q. Q CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ S^OZ)' CD TOTAL FEE NOW DUE$ 398 - __�o (Revised02/24/2014) 87: ,—�O 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 reinspection fee will be charged. Signature �� Signature . t OWNER or AGENT C NTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this L�+ day of 201 by 2�3 day of t_ 20 by who is personally known to eb4 , : 1'►�/�5�;�who is RersonallvJcnnwn to me or who has produced OL/ as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: l r&r(o Sign: WA a m6,& Print: S Print: �yN\;►% Y fi r.7.Yr Seal: s Seal: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Prope Search Application - Miami-Dade County Page 1 of 1 yy � OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:4/27/2015 Property Information Folio: 11-2231-012-0060 Property Address: 609 NE 105ST Owner ALBERTO O SOTO&W JOSEPHINE 609 NE 105 ST Mailing Address MIAMI SHORES,FL33138-2053 Primary Zone 1100 SGL FAMILY-2301-2500 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE ' ^ FAMILY: 1 UNIT Beds/Baths/Half 4/3/0 Floors 2 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 3,741 Sq.Ft Lot Size 14,600 Sq.Ft Taxable Value Information Year Built 1946 2014 2013 2012 Assessment Information County Year 2014 2013 2012 Exemption Value $50,000 $50,000 $50,000 Land Value $166,553 $195,935 $145,137 Taxable Value $349,856 $343,947 $337,362 Building Value $298,802 $300,984 $328,987 School Board Exemption Value $25 $25,000 $25,000 XF Value $31,234 $31,558 $34,175 ,000 Taxable Value $374,856 $368,947 $362,362 Market Value $496,589 $528,477 $508,299 Assessed Value $399,856 $393,947 $387,362 city Exemption Value $50,000 $50,000 $50,000 Benefits Information Taxable Value $349,856 $343,947 $337,362 Benefit Type 2014 2013 2012 Regional Save Our Homes Assessment Exemption Value $50,000 $50,000 $50,000 Cap Reduction $96,733 $134,530 $120,937 Taxable Value 1 $349,856 $343,947 $337,362 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Exemption $25,000 $25,000 $25,000 Homestead Previous OR Book- Sale Price Pae Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County, g School Board,City,Regional). 05/01/1999 $265,000 18633-4554 2008 and prior year sales;Qual by exam of deed Short Legal Description GOLF VIEW EST CORR PLAT PB 41-58 LOT 7 LOT SIZE IRREGULAR OR 18633-4554 05 1999 1 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.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 4/27/2015 CERTIFICATE OF LIABILITY INSURANCEDo to 1/5/2015 Producer: Plymouth Insurance Agency This Certificate is issued as a matter of information only and confers no 2739 U.S. Highway 19 N. rights upon the Certificate Holder. This Certificate does not amend,extend Holiday, FL 34691 or after the coverage afforded by the policies below. (727)938-5562 Insurers Affording Coverage MAIC# Insured: South East Personnel Leasing, Inc. &Subsidiaries lnsurerA: Lion Insurance Company 11.075 2739 U.S. Highway 19 N. Insurer B: Holiday, FL 34691 Insurer C: Insurer D: Insurer E: Coverages The policies of insurance listed below have been issued to the Insured named above or the Policy period indicated. otwitthstandln a with respect to which this certificate may be issued or may pertain,the Insurance afforded by the policies described herein Is subject to�the terms,exclusions,sor,andllconditions of on of any such poll as. Aggrogn limits shown may have been reduced by paid deims. P Aggregate INSR ADDL Policy Effective Policy Expiration LTR INBRD Type of Insurance Policy Number Date Date Limits GENERAL LIABILITY (MM/DDNY) (MM/DD/YY) Commercial General Liability Each Occurrence Claims Made Occur Damage to rented premises(En occurrence) Med Exp General aggregate limit applies per: Personal Adv Injury Policy ❑Project ❑ LOC General Aggregate Products-Comp/Op Agg AUTOMOBILE LIABILITY Combined Single Umtt Any Auto (EA Accident) All Owned Autos Bodily Injury Scheduled Autos (Per Person) Hired Autos Bodily Injury Non-Owned Autos (Per Accident) Property Damage (Per Accident) EXCESSIUMBRELLA LIABILITY Each occurrence Occur Q Claims Made Aggregate Deductible A Workers Compensation and WC 71949 01/01/2015 01/01/2016 X I WC statu- OTH- Employers'Liability tory Limits ER Any proprietor/partner/executive officer/member E.L.Each Accident $1,000,000 excluded? NO If Yes,describe under special provisions below. [EL.' Disease-Ea Employee $1,000,000 Disease-Policy Limits $1,000,000 Other Lion Insurance Com an is A.M. Best Company rated A-(Excellent). AMB# 12616 Descriptions of Operations/LocationsNehicies/Exclusions added by Endorsement/Special Provisions: Coverage only applies to active employee(s)of South East Personnel Leasing,Inc.&Subsidiaries that are leased to the following"Client Company": !ent ID: 36 66-176 Earl W.3ohnston Roofing,Inc. Coverage only applies to injuries incurred by South East Personnel Leasing,Inc.&Subsidiaries active employee(s),while working in:FL. Coverage does not apply to statutory employee(s)or Independent wntractor(s)of the Client Company or any other entity. A list of the active employee(s)leased to the Client Company can be obtained by faxing a request to(727)937-2138 or by calling(727)938-5562, Project Name: ROOFING EARL W.JOHNSTON LICENSE#CCCO67073 AS QUALIFIER/FAX:305-756-8972/ISSUE 05-05-14(TLD) CERTIFICATE HOLDER CANCELLATION n Date 1/10/2012 VILLAGE OF MIAMI SHORES Should any of the above described policies be cancelled before the expiration date thereof,the issuing BUILDING DEPARTMENT insurer will endeavor to mall 30 days written notice to the certificate holder named to the left,but failure to 10050 NE 2 AVE do so shall Impose no obligation or liability of any kind upon the insurer,its agents or representatives. MIAMI SHORES, FL 33138 L00/ L00'd 99L# H:391OZ/08/b0 9999686b96 9NIJ008 NOlSNHOf 'M lab3 :woj3 • . . . 157-itr* oj '\ • • • A ,mo IA . . • ■ • ■ • r. 1 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ /&iJ■11■■■■■■■■■■■■■Il■■■��:�C�� ■■■■■■■■■■■ll■■ ■■■■■■■■I/■t1 ■■■■■Cil■■ilt■■■�w.^■■■■■■■■■■■■■■■■■■■■■■■1�■■■■li■w■■■■■■■■ILII MET To ■■!\�iY■■li7■■ii5■■■■■■■■■■■■■■w■■■■■■■■■■■■■11■■■:�Fi■■■■■IIs'�1: ■■■��!I■■■■1�J!•��.::■■■■■■■■■■■■■■■■■■■■■■■■■I I■IItID''N%■■■■IIs+III ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■11■■■■■■■■■■111x11 . ■■■■■■■■■■■■■■■■■■■■11■■■■■■■■■■■l�G�.i■Iiii■■r■■11■■■■■■■Ilial ■■■■■■■■■■■■■■■■■■■■11■■■■■w■■■■■■■■■■■II■■■■■■■II■■■■■■■Ilial ■■■■■■■■�e71��■■��IE■■■■■■■■■■■■�■■■■11■■■■■■■11■■■■!■■111311 • ■■■■■■w■■■L'::■■■■■■■■Ili!■■■■■A■■■■■w!■■■11■■!■■■■ll■■■■■■■IIi1i MEN NEON ■■■■■■■■■■■■■r■■■■iii�r■■iis' #■:_ ■r <1'-. lG ■■■■■■■■■N■11 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■a 11 lV1. ■■"'G■■I .1 ■■■■■■■■■11■11 '�H Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Stoped Roof System) Fill in Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet and Identify Manufacturer Attachment (If a component Is not �used. -Identify as'TIA') q System Manufacturer. Field: 1--cc @ Lap,#Rmvs 11($ 1 ^oc NOA No.:—J I--1 D Perimeter: (0 "oc @ Lap,*Rows "1 @1P ^00 Design Wind Pressures,From RAS 128 or Calculations: Corner: � ^cc @ Lap,#Rows 4 @ cc Pmax1"42,9 Pmax2r-111 Pmax3:`:� Number of Fasteners Per insulation Max.Design Pressure,From the Specific NOA Board Yl Gt,- i-lor T1412. System: S 2 5 Field: Perimeter Comer "•• Dock AA r— • Type*- moo Illustrate Components Noted and ••• •• •••• •...i• Gaugeli itickness: `� Details as Applicable: •••••• . . • Slope: Woodblocking, Gutter, Edge TermloaffCrf. • . ;'••'• Stripping, Flashing, Continuous Cleat, •Oanto •.••; ••••• AnchodBase Sheet&No.of Ply(s): Strip, Base Flashing, Counter- Flashisg., •• • • Coping,Eto. • . • •...• Indicate Mean Roof Height, Parapet Height. 00:0 r/Base Sheet Fasten�r/Bo�Ing Material: '••••• 41' w A)FI'f L& 1 15ia' CSL nN (-Am Height of Base Flashing, Component WITAr-M.6 .• Material Thickness. Fastener Type, Fastener . ... ; Insulation Base Layer.__ SQ Spacing or Submit Manufacturers DetaMs that ...... � Comply with RAS 111 and Chapter 16. '••• ; .....; Base Insulation Size and Thickness: 9)( — CJ i :•; • Base Insulation Fasten /Bondi ted : b 44011 k 1\1 Top Insulation Layer. ►� y�-�crJ�a��. FT p Pan�pet Top Insulation Size and Thickness: A t' Height Top Insulp_Fantanar/Boading Material: �RE,," 9 _-1, /��s1t CApC BawSheet(s)&No.of Ply,.,. � �i�• 1�_ B astpner/BVng Material: F2,(� ('.its.W Mean Roof Height Ply Sheets)&No.of Ply(s): Ply AA(t �i U'ing Material: _,,_ I Top Ply: (�j�' (TKWVt-tom To Ply F er al: Surfacing:n P-A— Owner`3'41tification Form HVHZ 2010 •Delivering Erce/7ence Every Day- SECTION 1524 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section,it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code,Building 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 and the contractor. The owner's initial in the designated space indicates that the ithas been explained. 1.Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as art of the agreement between the owner and the contractor. 0000 2.Renalling wood decks: When replacing roofing,the existing wood roof deck max ba!ve to bb 0 •••••• renailed in accordance with the current provisions of Chapter 16(High Velocity Hurricane Zoae- of tlm Florida •• B ' ding Code. (The roof deck is usually concealed prior to removing the existing roof sysmmj!• •• ••• 0000 :0000: 3. Common roofs: Common roofs are those which have no visible delineation betwdeen neigh%onag 0 0 is (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing cjifiXotor ancM0 •• •• o should notify the occupants of adjacent units of roofing work to be performed. 0 00:0 00 4.Exposed ceilings: Exposed, open beam ceilings are where the underside of theroof decking a ebe .•• viewed from below. The owner may wish to maintain the architectural appearance; therefore;roofing pail;•; :"": penetrations of the underside of the decking may not be acceptable. The owner provides the option of ma taining this appearance. 5.Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond(accumulate)in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roo g system is removed. Ponding conditions should be corrected. Ey7r6.Overflow scuppers(wall outlets): It is required that rainwater flow off so that the roof is not over oaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if ovelflow scuppers(wall outlets)are not provided. It may be necessary to install overflow scuppers in accordance wit#the requirements of: Chapter 15 and 16 herein and the Florida Building Code,Plumbing. 7.Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly(the building its f). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by Florida-licensed engineer or registered architect to eliminate the attic venting,venting shall u.Qt be require owner's/Agent's Signature: Date: I LJ -.ontractor's Signature: Permit Number: 'roperty Address: (V11 i ShUr� i MIAMHNWE 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.miamidaae.¢ov/economy GAF 1361 Alps Road Wayne,NJ 07470 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). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product • •••••• Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade Cou :"' • 4ilo... • reserve the right to have this product or material tested for quality assurance purposes. If this prptly qr ""•• material fails to perform in the accepted manner,the manufacturer will incur the expense of suclttesting :•••• and the AHJ may immediately revoke,modify,or suspend the use of such product or material wlW&Gtheir ••• jurisdiction. RER reserves the right to revoke this acceptance,if it is.determined by Miami-Dade CKxmty .... ••• Product Control Section that this product or material fails to meet the requirements of the applicAt• ••,•• building code. ••••.. • This product is approved as described herein, and has been designed to comply with the Florida Building CC •• . . . • •. including the High Velocity Hurricane Zone of the Florida Building Code. •••••• GG 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. 13-0424.09 and consists of pages 1 through 16. The submitted documentation was reviewed by Jorge L.Acebo. NOA No.: 13-1022.15 MI tOdDECO tdTY Expiration Date: 11/04/18 ®• ' Approval Date: 11/06/14 Page 1 of 16 ROOFING SYSTEM APPROVAL Cateeorv: Roofing Sub-Cateeorv: BUR Material: Fiberglass Deck Type: Wood Maximum Design Pressure: -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description GAFGLAS'#75 Base 39.37"(1 meter) ASTM D4601 Type II asphalt impregnated and coated glass mat Sheet Wide base sheet. 0000 GAFGLAS#80 Ultima` 39.37"(1 meter) ASTM D4601 Type II asphalt impregnated and coaledl fibergIMP• •••••• Base Sheet Wide base sheet. :"' • 00:0 0000.. GAFGLAS®FlexPlyTM 6 39.37"(1 meter) ASTM D2178 Type VI asphalt impregnated glasl"ItWith asphalt Wide 0000 0000.. coating. 0 ,• 0 GAFGLAS®Ply 4 39.37"(1 meter) ASTM D2178 Type IV asphalt impregnated glass fth with as kak 00:00' Wide coating. •• •• 0000 0000.. GAFGLAS®Mineral 39.37"(1 meter) ASTM D3909 Asphalt coated,glass fiber mat pap sheet surfaced •0 Surfaced Ca Sheet Wide •..... Cap with mineral granules. � � 0 0000.. GAFGLAS®EnergyCap39.37"(1 meter) ASTM D3909 Asphalt coated,glass fiber mat cap sheet surihpgd 0 BUR Mineral Surface wide with mineral granules with factory applied Cap Sheet EnergyCote GAFGLAS®Stratavent' 39.37"(1 meter) ASTM D4897 Fiberglass base sheet coated on both sides with Eliminator Perforated Wide asphalt. Surfaced on the bottom side with mineral Venting Base Sheet granules embedded in asphaltic coating with factory perforations. GAFGLAS'Stratavent' 39.37"(1 meter) ASTM D4897 A nailable,fiberglass base sheet impregnated and Eliminator'm Nailable Wide coated on both sides with asphalt. Surfaced on the Venting Base Sheet bottom side with mineral granules embedded in asphaltic coating. Ruberoid'SBS Heat- 39.37"(1 meter) ASTM D6164 Non-Woven Polyester mat coated with polymer- Weir Smooth Wide modified asphalt and smooth surfaced. Ruberoid'SBS Heat- 39.3T'(1 meter) ASTM D6164 Non-Woven Polyester mat coated with polymer- Weld'"25 Wide modified asphalt and smooth surfaced. Ruberoid®20 39.37"(1 meter) ASTM D6163 SBS modified asphalt base sheet reinforce with a Wide glass fiber mat. Ruberoid'Mop Smooth 39.37"(1 meter) ASTM D6164 Non-woven polyester mat coated with polymer- wide modified asphalt and smooth surfaced. NOA No.: 13-1022.13 MW4F0�1pECouNT1r Expiration Date: 11/04/18 '®' Approval Date: 11/06/14 Page 2 of 16 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description FireOut' Fire Barrier 5, 55 gallons Proprietary Low VOC,water based fire barrier coating. Coating VersaShield®Fire 350 sq.ft.roll ASTM D226 Non-Asphaltic Fiberglass-Based Underlayment. Resistant Roof Deck Protection Topcoat®Surface Seal 5 gallons ASTM D6083 Solvent based sprayable thermoplastic rubber SB sealant designed to protect and restore aged roof surfaces and to increase a roofs reflectivity. APPROVED INSULATIONS: • 0000 TABLE 2 •••• .' 0000.. ..:. • 0000.. Product Name Product Description hNim&& turer • (With current NRA) "'••• EnergyGuard7 Polyiso Insulation Polyisocyanurate foam insulation •90AF—T.••: ... , 0000.. 0000 EnergyGuardri 0000. RA Polyiso Insulation Polyisocyanurate foam insulation • 0000 0000.. EnergyGuard""RN Polyiso Insulation Polyisocyanurate foam insulation :•'(.�, • 0000.. 0000.. EnergyGuarC Perlite Roof Insulation Perlite insulation board. G k00 0000.. EnergyGuardm Perlite Recover Board Perlite recover board GAF •; • EnergyGuarcim RA Composite Polyiso Polyisocyanurate foam insulation with high GAF Insulation density fiberboard or Permalite perlite insulation SecurocO Gypsum-Fiber Roof Board Gypsum roof board United States Gypsum Corp. StructodeV High Density Fiber Board High density fiber board Blue Ridge Fiberboard,Inc. DensDeck®Roof Board Gypsum board Georgia-Pacific Gypsum LLC NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 3 of 16 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOM 1. Drill-Tec'"#12 Fastener Insulation fastener for steel, various GAF wood&concrete decks. 2. Drill-TecTM#14 Fastener Insulation fastener for steel, various GAF wood&concrete decks. 3. Drill-TecTM XHD Fastener Carbon steel extra heavy duty Various GAF fastener used in steel decks. 4. Drill-TecTM ASAP 3S Drill-Tec""#12 Fastener with Various GAF Drill-Tec'"3"Standard Steel Plate 5. Drill-TecTM 3"Steel Plate Round galvalume stress plate 3"round GAF ." • 0000 0000.. used with Drill-Tec'" '• TMfasteners. 0 6 • 666 • 6. Drill-Tec 3"Standard Steel Round galvalume plated steel 3" round ...00rA•• 606F 6 ""' Plate stress plate with reinforced 6 6 6. :9000: ribs for use with Drill-Tec"' *0000 •••' so.. .0 • . 0000.. TM fasteners. 00:09: •6666 • • 0000. 7. Drill-Tec AccuTrac®Flat AZ-SS aluminized steel plate 3"square " QAF *006 •66066 Plate for use with Drill-Tec""#12 "'••• • 09 Fastener,Drill-Tec""#14 .. 6000:. 0000 Fastener and Drill-Tec""#15 •'• 6 6 6 • . 0000.. Fastener. • 8. Drill-Tec; AccuTrac® Galvalume Steel plate for use 3" square GAF • Recessed Plate with Drill-Tec""fasteners. NOA No.:13-1022.15 MIAMkOWEG Expiration Date: 11/04/18 • ' Approval Date: 11/06/14 Page 4 of 16 EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date Factory Mutual Research Corp. J.I.2B8A4.AM 4470 07/02/97 J.I.3B9QLAM 4470 01/08/98 J.I. ODOA8.AM 4470 07/09/99 J.I.OD I A8.AM 4470 07/29/94 J.I.OY9QS.AM 4470 04/01/98 3029832 4470 05/11/07 UL LLC R1306 UL 790 07/22/13 PRI Construction Materials GAF-012-02-02 ASTM D4977 11/06/01 Technologies,LLC GAF-020-02-01 ASTM D4977 02/01/02 GAF-082-02-01 ASTM D6083 05/07/06 GAF-084-02-01 ASTM D6083 05/09/06 GAF-270-02-02 ASTM D226 11/15/19... GAF-276-02-0 l Rev ASTM D6083 .-.12/16/10.••• ...... GAF-276-02-02 ASTM D226 '• '11115110.---- % GAF-306-02-01 ASTM E96 '07/07/110• 006000 GAF-314-02-01 ASTM D2178 '*• '08/23/11 ' ;•• GAF-315-02-01 ASTM D2178 •:•:`•08/23,-11 . • GAF-369-02-01 ASTM C1289 ••. 10/22/127 •• ""' GAF-417-02-01 ASTM C1289 ..•..•05/2811,3 •• �' GAF-464-02-01 ASTM C 1289 ......10/22/12.• GAF-499-02-01 ASTM D6083 :03/I2414 . GAF-500-02-01 ASTM D6083 .•.03/12;f4"' . IRT of S.Fl. 02-005 TAS 114 •• •01/1892••• 02-014 TAS 114 03/22/62 Trinity I ERD G30250.02.10-3-RI ASTM D3909 11/26/12 G31360.03.10 ASTM D6164 03/31/10 G33470.01.11 ASTM D6164 11/16/11 G34140.04.11-2 ASTM D6163 04/25/11 G34140.04.11-4 ASTM D6401 04/25/11 G34140.04.11-5 ASTM D4897 04/25/11 G34140.04.11-5-RI ASTM D4897 10/18/13 G40630.01.14-2A-1 ASTM 136164 01/07/14 G43610.01.14 ASTM D3909 01/22/14 G6850.08.07-1 ASTM D3909 08/13/07 G30250.02.10-3-RI ASTM D3909 11/26/12 NOA No.:13-1022.15 .ppigpE Expiration Date: 11/04/18 " • • Approval Date: 11/06/14 Page 5of16 APPROVED ASSEMBLIES Membrane Type: BUR Deck Type H: Wood,Insulated Deck Description: 19/32"or greater plywood or wood plank System Type A: Anchor sheet mechanically fastened,all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. Fire Barrier: FireOut'"Fire Barrier Coating,VersaShielde Fire-Resistant Roof Deck Protection or (optional) Securock®Gypsum Fiber Roof Board. Anchor sheet: GAFGLAS®#80 Ultima Base Sheet,GAFGLAS® Stratavene Eliminator`Nailable Venting Base Sheet,Ruberoid®20,Ruberoid®SBS Heat-Weld'"Smooth or Ruberoid®Heat- Weld"25 base sheet mechanically fastened as described below; *see Fastening Options: GAFGLAS Ply 4,GAFGLAS®Flex Ply'"6,GAFGLAS®#75 Base Sheet ores of above" 6600:0 anchor sheets attached to deck with approved annular ring shank nails an s at a : ' PP g �� . • fastener spacing of 9"o.c.at the lap staggered and in two rows 12"o.c.irLtjgE ... gld. ""' (Maximum Design Pressure—45 psf.See General Limitation #7) *000 • . • GAFGLAS®Ply 4,GAFGLAS®FlexPly'"6,GAFGLAS®#75 Base Sheet or any of above " **:000 .060 �. ....0 anchor sheets attached to deck with Drill-Tec #12 Fastener,Drill-Tec �#j4�l;�tstenereand Drill-Tec'"3"Steel Plate,Drill-TecTm AccuTraco Flat Plate or Drill-Tec;4uulrace *0'0 0 0••0• Recessed Plate 12"o.c.in 3 rows. One row is in the 2"side lap. The otf:er rows are equally 0*•0 spaced approximately 12"o.c. in the field of the sheet. 0 0 :0960" 0 (Maximum Design Pressure—45 psf.See General Limitation#7) 00.0 : . •••••• 0 • :0660: GAFGLAS®FlexPly'"6,GAFGLAS®#75 Base Sheet or any of above anchor sheets •0 • 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. (Maximum Design Pressure—52.5 psf.See General Limitation#7) GAFGLAS®#80 Ultima'"Base Sheet,Ruberoid®20,Ruberoid®Mop Smooth,base sheet attached to deck with approved 1'/4"annular ring shank nails and inverted 3"steel plate at a fastener spacing of 9" o.c.at the 4"lap and in two rows staggered with a fastener spacing of 9"o.c.in the center of the membrane. (Maximum Design Pressure—60 psf.See General Limitation#7) GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec'" #12 Fastener,Drill-Tec"#14 Fastener and Drill-Tec3"Steel Plate,Drill-Tec'"AccuTrac® Flat Plate or Drill-Tec'"AccuTraco Recessed Plate 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—60 psf.See General Limitation#7) Any of above anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec"insulation plates at a fastener spacing of 9"o.c.at the 4"lap staggered in two rows 9" in the field. (Maximum Design Pressure—60 psf.See General Limitation#;9 NOA No.: 13-1022.15 hNAM1�AD@COUNTY Expiration Date: 11/04/18 APPROVED Approval Date: 11/06/14 Page 6 of 16 Fastening Options: GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec" (Continued) #12 Fastener or Drill-Tec`"#14 Fastener and 3"Drill-Tec' 3"Steel Plate,Drill-Tec"' AccuTraco'Flat Plate or Drill-TecTm AccuTrace Recessed Plate 8"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—75 psf.See Genera[Limitation#7) One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/W* EnergyGuard7 Polyiso Insulation,EnergyGuard""RA Polyiso Insulation,EnergyGuarC RA Composite Polyiso Insulation Minimum 1"thick N/A NIA EnergyGuardT"Perlite Recover Board Minimum W thick N/A .'. N/A ••••' •••••• EnergyGuarC Perlite Roof Insulation ...•.. • .... ...... Minimum%"thick N/A •••'•• N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot aspgialtvsfihin tlfe.'.; ��•� EVT range and at a rate of 20-40 lbs./100 ftz. Please refer to Roofing Application Standard RA611. 1 for •••. ..;..• insulation attachment. Composite insulation panels may be used as a top layer placed with the jpdyisocyanarste .••.•• side facing down. GAF requires either a ply of GAFGLAS®Stratavent®Eliminator'"Perfora:M fitting Base .' Sheet laid dry or a layer of EnergyGuardT'Perlite Roof Insulation or wood fiber overlay board on all ;• �;• ••:. isocyanurate applications. .• Base Sheet: Optional)Install one ply of GAFGLAS®#75 Base Sheet,GAFGLAS#80 Ultima'"Baso Sheet,GAFGLAS®Stratavent®Eliminator'"Perforated Venting Base Sheet,Ruberoid®Mop Smooth,Ruberoid®20,Ruberoid®SBS Heat-Weld"Smooth or Ruberoid®SBS Heat-Weld'" 25 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq;(see General Limitation#4). Ply Sheet: One or more plies GAFGLAS®PLY 4,GAFGLAS®Flex P1yTM 6 sheet or GAFGLAS8#80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS®Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCap'"BUR 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. 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®Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design Pressure: See Fastening Options. NOA No.: 13-1022.15 n Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 7 of 16 Membrane Type: BUR Deck Type 1I: Wood,Insulated Deck Description: 19/32"or greater plywood or wood plank System Type B: Optional base sheet laid dry;base layer of insulation mechanically fastened,optional top layer adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. Base Insulation Layer Insulation Fasteners Fastener EnergyGuardT"Polyiso Insulation,EnergyGuardT"RA Polyiso Insulation (Table 3) Density/ftz Minimum 1.3"thick 1,2,3 or 4 1.3 ft" EnergyGuard7 RN Polyiso Insulation Minimum 1.4"thick 1,2,3 or 4 1.3 ft' EnergyGuardT"RA Composite Polyiso Insulation Minimum 1.5 thick 3 1.3 ft= EnergyGuardm Perlite Roof Insulation Minimum%11 thick 1,2,7 or 8 1:2 ftp Structodeke High Density Fiberboard Minimum 1"thick 1,2,7 or 8 1:4 ft= Note: Base layer shall be mechanically attached with fasteners and density described. Insulation panels listed,. are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be ..••. increased maintaining the same fastener density(See Roofing Application Standard RAS 117%*tastening .... details). GAF requires either a ply of GAFGLAS®Stratavent®Eliminator'"Perforated Venting"Sheet-laid ••••:• dry or a layer of EnergyGuard m Perlite Roof Insulation or wood fiber overlay board on all isdtj* urate applications. •••. . 0000 .. .. 0000. Top Insulation Layer Insulation Fasteners •.....Fastener•. 00000 (Table 3) ••0••Densit}#fti•0 ....•• Any of the insulations listed for Base Layer,above. N/A ;••;• N/A •, Structodeke High Density Fiberboard,EnergyGuarC Perlite Recover Board ... •• 0 Minimum%1'thick •••••• NIA .. N/A. ... Note: Optional top layer of insulation shall be adhered with approved asphalt within the EVT range and at a� rate of 20-40 lbsJ100 ftz. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down. Fire Barrier: FireOut`"Fire Barrier Coating,VersaShield®Fire Resistant Roof Deck Protection or Securock7 (optional) Gypsum Fiber Roof Board. NOA No.: 13-1022.15 Muua Expiration Date: 11/04/18 ' Approval Date: 11/06/14 Page 8 of 16 Base Sheet: (Optional)Install one ply of GAFGLAS®#75 Base Sheet,GAFGLAS®#80 Ultima"Base Sheet,GAFGLAS®Ply 4,GAFGLAS®F1exPly' 6,GAFGLAS®StrataventQD Eliminatoi" Perforated Venting Base Sheet laid dry,Ruberoid®Mop Smooth or Ruberoid®20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (See General Limitation#4). Ply Sheet: Two or more plies of GAFGLAS®Ply 4,GAFGLAS®F1exPly7"6 or GAFGLAS®480 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.(See specification number for appropriate number of plies). Cap Sheet: (Optional) One ply of GAFGLAS®Mineral Surfaced Cap Sheet or GAFGLAS®EnergyCap'" BUR 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.(See GAF application instructions for approved method of installation). 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®Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design Pressure: -45 psf.(See General Limitation#7) . . .... ...... ...... .... ...... .... .. .. ..... ...... .... ..... .. .. .... ...... . . . . ...... NOA No.: 13-1022.15 CN=ECOIINTYExpiration Date: 11/04/18 "'• Approval Date: 11/06/14 Page 9 of 16 Membrane Type: BUR Deck Type 1I: Wood,Insulated Deck Description: 19/32"or greater plywood or wood plank System Type C: One or more layers of insulation simultaneously attached;Base layer optional. All General and System Limitations shall apply. One or more layers of any of the following insulations, Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuarC RN Polyiso Insulation,EnergyGuardT"Polyiso Insulation,EnergyGuarC RA Po"o Insulation Minimum 1.3"thick N/A NIA EnergyGnard""Polyiso Insulation Minimum 1.4"thick N/A N/A EnergyGuard""RA Composite Polyiso Insulation Minimum 1.5"thick N/A N/A EnergyGuar(r Perlite Recover Board Minimum%"thick N/A N/A Structodek®High Density Fiber Board Minimum 1"thick N/A N/A.•0• 00 Note:All layers shall be simultaneously fastened;see top layer below for fasteners and densitq,�its4lation 0 0 0 0 0 0 panels listed are minimum sizes and dimensions; if larger panels are used,the number of fastgge;%shall bg.;. 6000; increased maintaining the same fastener density. Please refer to Roofing Application Standard PAS 117 for . insulation attachment.GAF requires either a ply of GAFGLAS®Stratavene Eliminator'"Perforated Venting L 0 0 0: Base Sheet laid dry or a layer of EnergyGuard'""Perlite Roof Insulation or wood fiber overlay beard on all•• • 00:00 isocyanurate applications. 000000 0 0.. 60096 0 • •• •• .•.• 0000.. Top Insulation Layer Insulation Fasteners......Fastener. (Table 3) :Density/ftz• 009*:* EnergyGuard7 Polyiso Insulation,EnergyGuardT"RA Polyiso Insulation 0 :Go*** 0 Minimum 1.3"thick 1,2,3 or 4 •• 1.3 jr :0: 0000 •.. EnergyGuarC RN Polyiso Insulation 00 0 Minimum 1.4"thick 1,2 or 3 1.3 ft= EuergyGuarr RA Composite Polyiso Insulation Minimum 1.5 thick 3 1.3 ft= EnergyGuarC Perlite Roof Insulation Minimum%"thick 1,2,7 or 8 1:2 ft' Structodek®High Density Fiber Board Minimum 1"thick 1,2,7 or 8 1.4 ft' NOA No.: 13-1022.15 MIAMFDIADECOUNTY Expiration Date: 11/04/18 1XVISM 11111111111V Approval Date: 11/06/14 Page 10 of 16 Note:Insulation panels listed are minimum sizes and dimensions; if larger panels are used,the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. GAF requires either a ply of GAFGLAS®Stratavent® Eliminator""Perforated laid dry or a layer of EnergyGuard""Perlite Roof Insulation or wood fiber overlay board on all polyisocyanurate applications. Fire Barrier: FireOutTm Fire Barrier Coating,VersaShieldo Fire Resistant Roof Deck Protection or (optional) Securock'"Gypsum Fiber Roof Board. Base Sheet: (Optional)Install one ply of GAFGLAS®#75 Base Sheet, GAFGLAS®#80 Ultima Base Sheet,GAFGLAS®Ply 4,GAFGLAS F1exPlyT'*6,GAFGLASs'Stratavent®Eliminator Perforated Venting Base Sheet laid dry,Ruberoid®Mop Smooth or Ruberoid®20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. If base sheet is applied directly to polyisocyanurate insulation only a spot or strip mopped application as detailed in this approval the use of an overlay board is approved;see General Limitation#4. Ply Sheet: Two or more plies of GAFGLAS®Ply 4,GAFGLAS®F1exPly� 6 ply sheet or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS®Mineral Surfaced Cap Sheet or GAFGLAS®EnergyCap� BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes.Chosen components must be applied according to manufacturer's application instructions. AIL, coatings must be listed within a current NOA. ' . . 6666 6666.. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq.respecti4i?in;flood coat•• • of approved asphalt at 60 lbs./sq. 006:06 0.6• 0 0 0•.0 2. Topcoat®Surface Seal SB applied at Ito 1.5 gal./sq. ••6.6• • • 6666.. Maximum Design •••• • Pressure: 5 ps .(See General Limitation#7) .. .. 6666. 666666666 06666 6666. 6 6 .. .. 6666 6666.. 00.666 6666.. . 6 ..6606 .. 6 • 666 6 6.6 NOA No.: 13-1022.15 �uerwecotnrrY Expiration Date: 11/04/18 '' '• ' Approval Date: 11/06/14 Page 11 of 16 Membrane Type: BUR Deck Type 1I: Wood,Insulated Deck Description: 19/32"or greater plywood or wood plank System Type D: Insulation and Base sheet simultaneously All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ftZ EnergyGuard7 Polyiso Insulation,EnergyGuarC RA Polyiso Insulation Minimum 1.3"thick N/A N/A StructodeV High Density Fiber Board Minimum 1"thick N/A N/A Note: Insulation shall have preliminary attachment,prior to the installation of the base sheet,at a minimum application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft.,and four fasteners for any insulation board having no dimension greater than 8 ft. All layers of insulation,optional thermal barrier(when present)and base sheet shall be simultaneously fastened. See base sheet below for fasteners and density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Fire Barrier: FireOut""Fire Barrier Coating,VersaShield®Fire Resistant Roof Deck Protection or (optional) SecurockT"Gypsum Fiber Roof Board. Base Sheet: Install one ply of GAFGLAS®#75 Base Sheet,GAFGLAS®#80 Ultima Base Sheet, GAFGLAS®Stratavent®Eliminator""Nailable Venting Base Sheet or Ruberoid®20 b4m••• sheet applied over the loose laid insulation with 2"side laps mechanically fastbned as •••' ••••;• described below; •• • :906 • ...... .... ....:. Fastening Options: Drill-Tec #12 Fastener or Drill-Tec' #14 Fastener and Drill-Tec""3"Steil Koate,Drill- . Tec'"AccuTrae Flat Plate or Drill-Tec..AccuTrace Recessed Plate is installed throu&k the• :• • base sheet and insulation in 3 rows 12"o.c. One row is in the 2"side lap.-The other rows•: ••••• are equally spaced approximately 12"o.c. in the field of the sheet. •''••• *00000 ••••• (Maximum Design Pressure—45 psf.See General Limitation#7) 00 •' "•• "'••• Drill-Tec'"#12 Fastener or Drill-Tec'" #14 Fastener and Drill-Tec'"3"SReel•Plete,Drill- ••••:• Tec AccuTrac®Flat Plate or Drill-Tec""AccuTrae Recessed Plate is itptaljet through the ;•••• base sheet and insulation in 4 rows 8"o.c. One row is in the 2"side lap. TM other 3 rpWs;•; • are equally spaced approximately 9"o.c. in the field of the sheet. •• • (Maximum Design Pressure—75 psf.See General Limitation#7) GAFGLAS®#80 UltimaT"Base Sheet,Ruberoid®20,Ruberoid®Mop Smooth,base sheet attached to deck with approved annular ring shank nails with a minimum embedment of 1" into the wood substrate and inverted 3"steel plate at a fastener spacing of 9" o.c.at the 4" lap and in two rows staggered with a fastener spacing of 9"o.c. in the center of the membrane. (Maximum Design Pressure—60 psf.See General Limitation#7) NOA No.: 13-1022.15 ffDAD � Expiration Date: 11/04/18 lW mjuaeyjApproval Date: 11/06/14 Page 12 of 16 Fastening Options: Drill-Tec""#12 Fastener and Drill-Tec414 Fastener and Drill-Tec'"3"Steel Plate,Drill- (Continued) TecTM AccuTrac®Flat Plate or Drill-Tec'"AccuTrace Recessed Plate in 4 rows 12"o.c. 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—60 psf.See General Limitation#7) Ply Sheet: One or more plies GAFGLAS®Ply 4,GAFGLAS®F1exPly'M 6 or GAFGLAS®#80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS®Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCap'M BUR 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. 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 3001bs./sq.respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat®Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design Pressure: See Fastening Options . . .... ...... ...... .... ...... .... .. .. ..... ...... .... ...... .. .. .... ...... •• • • •.• . . NOA No.: 13-1022.13 hdAMNDr�oeeouN7Y Expiration Date: 11/04/18 ]APPROVEDI Approval Date: 11/06/14 Page 13 of 16 Membrane Type: BUR Deck Type 1: Wood,Non-insulated Deck Description: 19/32"or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutn Fire Barrier Coating,VersaShield®Fire Resistant Roof Deck Protection or (optional) Securoce Gypsum Fiber Roof Board. Base sheet: GAFGLAS®#80 Ultima Base Sheet, Stratavent'o Eliminator Nailable Venting Base Sheet,Ruberoid®20,Ruberoid®SBS Heat-Weld"Smooth or Ruberoid®SBS Heat-Weld'" 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS®Ply 4,GAFGLAS F1exPly'"6, GAFGLAS®#75 Base Sheet 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 lap staggered and in two rows 12"o.c. in the field. (Maximum Design Pressure—45 psf.See General Limitation#;9 GAFGLAS®Ply 4,GAFGLAS®FlexPly"6,GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec" #12 Fastener or Drill-Tec'"#14 and Drill- Teo`"3"Steel Plate,Drill-TecAccuTrace Flat Plate or Drill-Tec'"AccuTrace Recessed Plate 12"o.c. in 3 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 12"o.c.in the field of the sheet. 0000 (Maximum Design Pressure—45 psf.See General Limitation# • . . 0000 0000.. GAFGLAS®Flex PlyT"6,GAFGLAS®#75 Base Sheet or any of above base sheets attail►ecf 000.. 000 to deck with approved annular ring shank nails and tin caps at a fastene*0Hg of 9"0 o. 0000.. at the 4"lap staggered and in two rows 9"o.c.in the field. 0000 0000*: (Maximum Design Pressure—52.5 psf.See General Limitation#7) '0000 • .. .. 0000. GAFGLAS®#80 Ultima'"Base Sheet,Ruberoid020,Ruberoid*Mop Smo4)1hT:6ase ske o • attached to deck with approved 1 Y."annular ring shank nails and inverte4a j"�Jeel plate 1 a 00*0*0 •• fastener spacing of 9"o.c.at the 4"lap and in two rows staggered with C faste4er sparing of ..••;, 9"o.c. in the center of the membrane. :0090* (Maximum Design Pressure—60 psf.See General Limitation#7) """ GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec'" #12 Fastener or Drill-TecT" #14 Fastener and Drill-Tec3"Steel Plate,Drill-Tec'" AccuTraco Flat Plate or Drill-Tec'"AccuTrac®Recessed Plate 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—60 psf.See General Limitation#7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec'"insulation plates at a fastener spacing of 9"o.c.at the 4"lap staggered in two rows 9" in the field. (Maximum Design Pressure—60 psf.See General Limitation#7) NOA No.: 13-1022.15 Expiration Date: 11/04/18 • ' Approval Date: 11/06/14 Page 14 of 16 Fastening Options: GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM (Continued) #12 Fastener or Drill-Tec'"#14 Fastener and Drill-Tec""3"Steel Plate,Drill-Tec?' AccuTrac®Flat Plate or Drill-Tec'"AccuTrado Recessed Plate 8"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—75 psf.See Genera!Limitation#7) Ply Sheet: One or more plies of GAFGLAS®Ply 4 or GAFGLAS#80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCap" BUR 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. 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 3001bs./sq.respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat®Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design Pressure: See Fastening Options 0000.. 0000 0000.. 0000.... 0000.... 0000.. 0000.. 0000 0000 0000... 0000.... 0000.. 0000... 0000 0000 0000 .0000V 0000.... . . . . 0000.... 0000.... . . 000000 0000 . • 0*0 • • NOA No.: 13-1022.15 7 hIbN►u Expiration Date: 11/04/18 APPROVED - Approval Date: 11/06/14 Page 15 or 16 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS®Ply 4 and GAFGLASO Flex Ply" 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum'/."DensDeck7 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 asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.,or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped.If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12"diameter circles,24"o.c.;or strip mopped 8"ribbons in three rows,one at each sidelap 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 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. 00000* 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is b3sed.dn Uht a minif fastener resistance value in conjunction with the maximum design value listed within a specific s�stem. Sh lul2 Ae• •• fastener resistance be less than that required,as determined by the Building Official,a revised to 0gg'r Pogo • prepared,signed and sealed by a Florida Registered Professional Engineer,Registered Architect.QY jtegistere� ;•••• Roof Consultant maybe submitted. Said revised fastener spacing shall utilize the withdrawal ftWwtce va18e.'.; .�.•• taken from Testing Application Standards TAS 105 and calculations in compliance with RoofingApplication.... ..:..' Standard RAS 117. • .. .. .... ...... 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these•a M. Fastener • densities shall be increased for both insulation and base sheet as calculated in compliance with•Roofiflg ApramiDp •••••• Standard RAS 117.Calculations prepared,signed and sealed by a Florida registered Professior0d Entineer, ' Registered Architect,or Registered Roof Consultant(When this limitation is specifically referred wiQJn*• ' this NOA,General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs she conform to Roofing Application Standard RAS 11 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 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 13-1022.15 Expiration Date: 11/04/18 am Approval Date: 11/06/14 Page 16 of 16 TGFU.R1.4153 -Roofing Systems Page 2 of 50 The use of polystyrene Insulation board between minimum 314-In. thick perlite board and deck with rosin paper(perlite/rosin paper/polystyrene/perlite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. "EnergyGuardTM RA'or"Tapered EnergyGuardr"RA".or"EnergyGuardTM Composite RA"may be substituted for any Atlas Roofing Corp. polyisocyanurate Insulation In any of the following Classifications. Trumbull"Perma Mop"may be utilized with any of the following"Asphalt Felt Systems with Hot Roofing Asphalt'. 'GAFGLAS®#80 Premium Base Sheet"may be used in any of the following systems. "GAFGLAS®Flex Ply 6"and"Tri-Ply®Ultra-Fiexlble Ply 6"are suitable alternates to"GAFGLAS® Ply 6". "GAFTEMP Permalite Recover Board"may be used In lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated,any of the"Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with'TOPCOAT® Fireshield MB"at 21h to 3-gal/100-ft2. "Ruberoid®Dual Smooth"may be used as an alternate to"Ruberoid® Mop Smooth"or"Ruberoid®20"or"Ruberolde 20 HT". "Ruberoid®Mop Smooth 1.5'may be used as an alternate to"Ruberoid® Mop Smooth". Class A,B and C Hot roofing asphalt,for use with organic and glass felts or modified bitumen membranes. "Ruberoid®Heat Weld'SBS roofing membrane may be used in lieu of"Ruberoid®Mop"SBS products in any applicable Classification. Class A 1. Deck:C-15/32 Incline: 3 Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polylsocyanurate composite or perlite/urethane composite or wood flber/polylsocyanurate composite or phenolic,any thickness. Ply Sheet:—Three or more plies Type G1 or"GAFGLASO Ply 4"or"Tri-Ply®Ply 4"or"GAFGLASO Ply 6"hot mopped. Surfacing:—Gravel. 2. Deck:C-15/32 Incline: 2 Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polylsocyanu rate composite or phenolic,any thickness. Ply Sheet:—Three or more plies Type G1 or"GAFGLASO Ply 4"or"Tri-Ply®Ply 4'or"GAFGLAS® Ply 61. 0000 Cap Sheet: —One ply Type G3"GAFGLASO Mineral Surfaced Cap Sheet"or"Tri-Ply®Mineral Surfaced Cap Shget"or"GAFGeI,SQ • EnergyCapTM BUR Mineral Surfaced Cap Sheet". . „ . • • •••• • 3. Deck: NC Incline:2 •••••• ••i• ••••i• Insulation(Optional):—One or more layers perlite,wood fiber,glass fiber, polyisocyanurate,urethane, periitejpplylsocyanurate copiposittg••••• perlite/urethane composite,wood flber/polylsocyanu rate composite,phenolic,2-in. maximum. • • • 0 • Ply Sheet:—Two or more plies Type GI"GAFGLASO Ply 4","Tri-Ply®Ply 4"or"GAFGLAS®Ply 61. 0000 " •• &6:660 Cap Sheet:—One ply Type G3 "GAFGLASO Mineral Surfaced Cap Sheet"or"Tri-Ply® Mineral Surfaced Cap Sh@L9•bf;GAFGL ASV•• 00000 EnergyCap- BUR Mineral Surfaced Cap Sheet. •• 0* 0000 0 0,0•• • 4. Deck:C-15/32 Incline: 1 :00:9: •••9• • 0• • • • • •••••• SlipSheet(Optional): • • • • • p : —Re rosin paper,nailed to deck. Insulation (Optional): —Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fasedhed br adhered iVitp OMG ••0 • Inc."OlyBond Fastening System"or any UL Classified Insulation adhesive. 00 0 Base Sheet:—One ply Type G2"GAFGLASO #75 Base Sheet"or"Tri-Ply® #75 Base Sheet"(may be nailed). Ply Sheet:—j2al or more plies T e G1 "GAFGLAS0 Ply 4 or"Tri-Ply® Ply 4"or GAFGLAS® Ply 6". Cap Sheet: —One ply Type G3 "GAEGLAS(g Minere u—Maced Ca SD heet"or"Tri-Ply® Mineral Surfaced Cap Sheet"or"GAFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet". Surfacing(Optional): —"TOPCOAT®EnergyCotel" Elastomeric Coating"applied at a rate of 2-gal/100-ft2. S. Deck: NC Incline:3 Base Sheet:—One ply Type G2"GAFGLAS® #75 Base Sheet'or"Trl-Ply® #75 Base Sheet". Ply Sheet:—One or more plies Type G1"GAFGLASO Ply 4"or"Tri-Ply® Ply 4"or"GAFGLASO Ply 6". Cap Sheet:—One ply Type G3"GAFGLAS® Mineral Surfaced Cap Sheet"or"Tri-Ply®Mineral Surfaced Cap Sheet'or"GAFGLASO EnergyCap'" BUR Mineral Surfaced Cap Sheet." 6. Deck:C-15/32 Incline: 2 Insulation:—One or more layers perlite,glass fiber, polyisocyanurate, urethane, perlite/polylsocyanu rate composite, perlite/urethane composite, phenolic, 1 in. minimum(offset a minimum of 6-in.from plywood deck Joints). Base Sheet:—One or more plies Type G1 or Type G2 or Type G3. Membrane:—One or more piles"Ruberoid®Torch Smooth"or"Ruberoid®Torch Granule"or"Ruberoid®Torch Granule Plus"or"Ruberoid® Mop Smooth"or"Ruberoid®Mop Smooth 1.5"or"Ruberoid®Mop Smooth Plus'or"Ruberoid®Mop Granule"or"Ruberoid®Mop Plus Granule" or"ROOFMatch—SBS Modified Granular"or"Tri-Ply®SBS Modified Bitumen Membrane"or"ROOFMatch—APP Modified Granular'or"Tri-Ply® TP-4G"or"Trl-Ply®TP-4"or"Ruberoid®Dual Smooth". ttp://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=TGFU.R14153&cc... 2/17/2015 TGFU.R14153 -Roofing Systems Page 1 of 50 ONLINE CERTIFICATIONS DIRECTORY TGFU.R14153 Roofing Systems Paae Bottom Roofing Systems See.General Information for Rooflno Systems GAF R14153 1361 Alps Rd Wayne, N3 07470-3700 USA "Ruberold®20"or"Ruberold® 20 HT"or"Ruberold® Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2-in.thick(minimum)gypsum board or 1/4-In.thick(minimum)Georgia-Pacific Gypsum LLC"DensDeck®Roofboard,"'DensDeck Prime® Roofboard"or"DensDeck DuraGuardTM" Roofboard'may be used In any existing noncombustible deck Classification.When this Is done,the resulting roofing system Is acceptable for use over combustible(15/32-in.thick minimum) roof decks. However,the butt joints In the gypsum board and Georgia-Pacific Gypsum LLC"DensDeck®Roofboard,""DensDeck Prime®Roofboard"or"DensDeck DuraGuard'" Roofboard"are to offset a minimum of 6-In.with the butt joints In the roof deck.If polystyrene is part of the roof system, it must be placed below the overlayment board. Multiple plies of"GAFGLAS®Ply 4"or"Tri-Ply®Ply 4"or"Tri-Ply®Ply 6"may be adhered to Georgia-Pacific Gypsum LLC"DensDeck® Roofboard," "DensDeck Prime®Roofboard"or"DensDeck DuraGuardTM Roofboard"in hot roofing asphalt. "EnergyGuard'" Ultra"is an acceptable alternate to"EnergyGuardTM" RF"in any applicable Classification. "GAF Stratavent®EliminatorTM Venting Base Sheet(Nallable)"may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. "GAFGLAS®Perlite Insulation"may be utilized as a cover board over"EnergyGuardTM" RF" insulation in any of the following systems. Unless otherwise Indicated,the roof insulation is mechanically fastened,adhered with hot mopping asphalt or UL Classificd urgthane Ing %W •0 0 0 0• adhesive. Polystyrene referenced in any of the following Classifications include"EnergyGuardTM EPS Insulation". • • • • Unless otherwise Indicated,all insulations may be adhered with any UL Classified Insulation Adhesive per the manufactu►ers,*lAltailationlrt9tmctions •••• • (excluding LRF Adhesive O)in any applicable Non-Combustible Roof Deck Classifications. 000000 0 • References to glass fiber Insulation include"EnergyGuard Fiberglass Insulation". ,"'•, 0' , • • •••• •• •• ••••• "EnergyGuardTM Tapered' Is an acceptable alternate to"EnergyGuardTM""in any applicable Classification. .••••0 •••• ••:••• •• •• •••• •••••• ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT • Type G2 asphalt glass mat base sheet("GAFGLAS®#75 Base Sheet"or"Tri-Ply®#75 Base Sheet",or"GAFGLAS® #80 ULTIRA") is icfao IP •••••• alternate for Type G1 asphalt glass fiber ply sheet("GAFGLAS®Ply 4"or"Tri-Ply® Ply 4", or"GAFGLASO Ply 6")in theclass A.B or Uroof systems 0•• Indicated below. • • • • • The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet"GAF Stratavent®Eliminator—Ventinglease theet (Perforated)"or"GAF Stratavent®Eliminator'"Venting Base Sheet(Nallabie)."Perforated base sheets to be loose laid or fully adhered with hot roofing asphalt and nallable base sheets are to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet("GAFGLAS®#75 Base Sheet"or"Tri-Ply® #75 Base Sheet"or"GAFGLAS®#80 ULTIMA"or"GAF Stratavent®Ellminator""Venting Base Sheet(Nailable)"may be substituted for Type G1 asphalt glass fiber ply sheet("GAFGLAS®Ply 4"or"Tri-Ply(& Ply 4"or"GAFGLAS®Ply 6")as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped,spot mopped or mechanically fastened. Unless otherwise Indicated,all Insulations may be hot mopped or mechanically fastened. "GAFGLAS®Flashing"or"Ruberold®"may be used for flashing in any of the Class A,B or C systems listed below. When"periite" Is referenced,this Includes"GAFTEMP PERMALITE®"or any other UL Classified perlite Insulation. rushed stone or slag are suitable alternates for gravel In any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be Included as a deck in the following Class A,B or C systems listed over C-15/32 or VC. rhe use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating.The use of 1/2-In. minimum thick ]ypsum board Is an acceptable alternate for minimum Insulation over C-15/32 thick roof decks. tp://database.ul.com/cgi-bin/XYV/template/LISEXT/I FRAME/showpage.html?name=TGFU.R14153&cc... 2/17/2015 OWNER'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami-Dade CeWty Building&Neighborhood Compliance Department 11805 Corat Way, Suite 111 " S�[ Miami,FL 33175 Re: Owner's Name ( 1 Property Address U 0 q NE l Roofing Permit Number Dear Building Official: I A" V i- certif connections of my building because: y that I am not required to retrofit the roof to wall LJThe just valuation for the structure for purposes of ad valorem taxation in less than$300,000. .•• . . 0000 0000.. .. 0000 LJ The building was constructed in compliance with the provisions of the Floridtt'Bdi9ding cu& 9000:6 (FBC) or with provisions of the 1994 edition of the South Florida Build dIT8de (1994' :0000: SFBC). 0 •. 0 0 0000 ..00.. 000000.00. 0 0000.. 00 0 0 0 0 00 00 0000 0000.0 0000.. Signature of Property Owner 0 • . . 0 0000000 00000. • • • •0000• 00 • 0 000 • 0 Print Name 0 STATE OF FLORIDA COUNTY OF MIAMI-DADE Sworn to and subscribed before me this day of /t 20 (SEAL) WA (//��A\ AC" r ?3 _Personally known —br Produced Identification +"^ When the just valuation of the structure for purposes of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed in compliance with the FBC nor with 1994 SFBC, and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided.