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RF-19-935Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: RF-04-19-935 D Am Permit Type: Roof Work Ctassifrcation. Flat Permit status: Approved Issue Date: 05/07/2019 Expiration: 11/04/2019 Location Address Parcel Number 471 NE 101ST ST, Miami Shores, FL 33138 1132060170680 Contacts STEVEN SHULMAN Owner EARL W JOHNSTON ROOFING, INC. Contractor 471 NE 101 ST, MIAMI SHORES, FL 331382448 EARL JOHNSTON 5721 NE DEWEY ST, MIAMI, FL 33023 Business: 9549897794 Other:9549895666 Description: RE -ROOF FLAT ON DETACHED GARAGE Valuation: Inspection Requests: p $ 14,101.91 ANDREPAIR ON MAIN HOUSE rS-762-4!kg Total 5q Feet: 750.00 Fees Amount Application Fee - Other $50.00 CCF $9.00 DBPR Fee $3.75 DCA Fee $2.50 Education Surcharge $3.00 Notary Fee $5.00 Roofing Fee $200.00 Scanning Fee $15.00 Technology Fee $6.25 Total: $294.50 Building Department Copy Payments Date Paid Amt Paid Total Fees $294.50 Check # 14356 04/29/2019 $50.00 Check # 14363 05/07/2019 $244.50 Amount Due: $0.00 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 regujatWq—c6_n3ltruction and zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date May 07, 2019 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ROOFING RECEIVED )AP2 8 2019BY i°BC 20 ('21 Master Permit No._ T 0+ I q " 9.3r,7 Sub Permit No. ❑ REVISION ❑ EXTENSION 7 RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION SHOP CONTRACTOR DRAWINGS p� cHeo JOB ADDRESS: 4-1 N'Fr jo 1 1-:�Ci(t-�-- City: Miami Shores County: Miami Dade Zip` slthg Follo/Parcel#: O - 312,6- O LL C W21) is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Gj <r.N( Phone#: 8M `71 Q Ci E Address: U- 71 Na I D I S Q-F E s" City: iNl I A'Wll SAnft. State: Fi Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Earl W. Johnston Roofing, No Lttj Phone#: 954-989-7794 Address: 5721 Dewey Street City: Hollywood state: FL zip; 33023 Qualifier Name: Earl W. Johnston Phone#: 954-989-7794 State Certification or Registration #: CCCO57073 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: V /2t/Zoa` 1?f10*4 City: State: - Zip: Value of Work for this Permit: $ X 96�Y W / ` J7-�jly Square/Linear Footage of Work: %,U '&TN WzA.'R6&j Type of Work: ❑ Addition ❑ A teration ❑ New .® Repair/ eplace ❑ Demolition Description of work ? 'T— D N /54Z g` rl -- —43 xfPA/R Naas,r Specify color of color thru the:_ V1 l a — f -i, o4 rD Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Educatfon Fee $ DBPR $ Notary $ Double Fee $ Structural Reviews $ Bond $ _ c; Jl co TOTAL FEE NOW DUE $ (Rev1sed02/24/2014) �� . S0 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage lender's Address City State Zip 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 goad 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 inspect/0 which occurs seven (7) ys after the building permit Is issued. in the absence of such posted notice, the Inspection will not b pp wed and i p cti n fee will be charged. TSignature Signature PV-- — OWNE or AGENT I CONTRACTOR The foreg �f Ing instrume t was acknowledged before me a this The foregoing instrument was acknowledged before me this '2VI day of �� 20 I 1 by ;L day of A VIUL 20 by who is pers nally known to Earl W. Johnston w is personally known n me or who as produced fW►' 1� is me or who has produced as Identifi ion a who di take n oato -k .••'• •' •' • T� i��i�i identification and who did take an oath. N ARY UBLIC: \\ _ 'H?•; NOTARY PUBLIC: yGG267288 Sign: .� �ZSign: Print: r1 ••: U"� •••• �� Print• Seat /IIIIIIIIHIINN0` Seat: q ::,�'�r;: MEGR.RJMEO Commission it FF 988577 a Expires June 22, 2020 SandAThruTroyFain lnsurancs800.385.7019 APPROVED BY ` Plans Examiner Zoning Structural Review (Revised02/24/2014) Clerk Miami horesVillage 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. To: Miami Shores Village Building Department Date: 'I' L Z I y 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Property Address: g l 1 N G; n 1 S�2 f+- Roofing Permit Number: Dear Building Official: i MNA`Al VYIL4 building because: certify that I am not required to retrofit the roof to wall connections of my )(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 19 4 d jon oo Syq i 1 rida Building Code (1994 SFBC) 0Pu LA� -even 1 v�1 P� Slgn Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes says that he/she is the owner for the above pro, Sworn to and subscribed before me this 2Z day of y r � Notary Public, Sate of Florida at Large When the lost valuation of fhe shucture for purpose o4d vabrern taxation is equal b or more Dien $300.000.00, aW the &Mnq was not SF8C. Then you must provide a buliding appflc on from a General Contrecbr for the Roof to Well connection Hunbane MRigallm. Property Search Application - Miami -Dade County Page 1 of 1 }OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-017-0680 Property Address: 471 NE 101 ST Miami Shores, FL 33138-2448 Owner STEVEN M SHULMAN Mailing Address 471 NE 101 ST MIAMI SHORES, FL 33138-2448 PA Primary Zone 1200 SGL FAMILY - 2501-2800 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,731 Sq.Ft Lot Size 10,062.5 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2018 2017 2016 Land Value $301,996 $301,996 $251,663 Building Value $179,730 $181,196 $182,662 XF Value $3,342 $3,370 $3,398 Market Value $485,068 $486,562 $437,723 Assessed Value 1 $173,689 $170,117 $166,619 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Assessment Cap Reduction $311,379 $316,445 $271,104 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 AMD PL OF MIAMI SHORES SEC 4 LOT 22 & E1/2 LOT 21 & W1/4 OF LOT 23 BLK 91 PB 15-14 LOT SIZE 87.500 X 115 OR 17646-2302 0397 4 Generated On : 4/19/2019 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $123,689 $120,117 $116,619 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $148,689 $145,117 $141,619 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $123,689 $120,1171 $116,619 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $123,689 $120,117 $116,619 Sales Information Previous OR Book - Sale Price Page Qualification Description 17646- Sales which are disqualified as a result 03/01/1997 $0 2302 of examination of the deed 12/01/1991 $129,000 15329 Sales which are qualified 2402 04/01/1983 $85,000 11762 Sales which are qualified 2735 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: https://www8.miamidade.gov/Apps/PA/propertysearch/ 4/ 19/2019 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 1 j _32(XD_ IJd%-'00W STATE OF FLORIDA, COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement. Space above reserved for use of recording office 1. Legal description of property and street/address: �a4 th'= NUAV4,1 SiMilla_�r, U Li2t L j- 6 I(9_ Le-r�a LA71tr, ID1�.ar-KiA(4f;WI!A v- W jti pitLat^_'3 ,- Eft2 t.L-1c24 kW`1� ur, Gr-n &t<..°(_P3 2. Description of Improvement: i%r,0� i )a- 0R' 3. Owner(s) name and address: M < _ H 1 interest In property: FIM S IM PLO Name and address of fee simple titleholder: 4. Contractor's name, address and phone number: ' A jhx L,i,.<J 5. Surety. (Payment bond required by owner from contractor, If any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Llenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a different data Is specirlK WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENTARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS T YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTIONJ IF YOU INTEND {J�� OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING Y RMOTIO9bF t6MMENCEMENT. Signature(s) of O Ik(s) or to ' Authorized Offioer/Dlrector/Partner/Manager Prepared By " Prepared By Print Name -) 1J A?,1 Print Name Title/Office rNVnJEW_ Title/Office STATE OF FLORIDA COUNTY OF MIAMI-DADE Ar ��TBhef going fnst% 'Zet t1a I L-A N t� dged before me this ZZ day of i�' r 1 T�� Vl Individually, or ❑ aik for ❑ Personally known, or'15 produced the following type of Ida ! Signature of Notary Public: Print Name: _ (SEAL) Under penalties of perjury, fodeclare that I have read the foregoing and that the facts stated In ae't e, to the best of my knowledge and belief. Signature(s Ownsr( o} O ner(s)'s Authorized Officer/Dlrector/Partner/Manager who signed above: (� BY By �J 123_01-52 PAGES e/f2 Z NGG 287268 unt • t�; YropertyN earcti Application - Miami-Oade County Page 1 of 1 OFFICE OF TH E PROPERTO 0 APRO"Al"'ER Summary Report Property Information Folio: 11-3206-017-0680 Property Address: 471 NE 101 ST Miami Shores, FL 33138-2448 Owner STEVEN M SHULMAN Mailing Address 471NE101ST MIAMI SHORES, FL 33138-2448 PA Primary Zone 1200 SGL FAMILY - 2501-2800 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds /Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,731 S%Ft Lot Size 10,062.5 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2018 2017 2016 Land Value $301,996 $301,996 $251,663 Building Value $179,730 $181,196 $182,662 XF Value $3,342 $3,370 $3,398 Market Value $485,068 $486,562 $437,723 Assessed Value $173,689 $170,117 $166,619 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Assessment Cap Reduction $311,379 $316,445 $271,104 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description AMD PL OF MIAMI SHORES SEC 4 LOT 22 & E1/2 LOT 21 & W1/4 OF LOT 23 BLK 91 PB 15-14 LOT SIZE 87.500 X 115 17646-2302 0397 4 Generated On : 4/19/2019 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $123,689 $120,117 $116,619 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $148,689 $145,117 $141,619 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $123,689 $120,117 $116,619 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $123,689 $120,117 $116,619 Sales Information Previous OR Book - Sale Price Pa a 9 Qualification Description 03/01/1997 $0 17646- Sales which are disqualified as a result 2302 of examination of the deed 12/01/1991 $129,000 15329 Sales which are qualified 2402 04/01/1983 $85,000 11762 Sales which are qualified 2735 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: https://www8.miamidade.gov/Apps/PA/propertysearch/ 4/19/2019 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) 1 1 High -Velocity Hurricane Zone Uniform Permit Application Form. 1 1 Section A (General Information) 1 1 Master Permit No. Process No. 1 Contractor's Name N,-n-Q _ 1 Job Address 4�` 1- t 1 ROOF CATEGORY 1 ❑ Low Slope ❑ Mechanically Fastened Tile Mortar/Adhesive Set Tiles 1 ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes i ❑ Prescriptive BUR-RAS 150 1 ROOF TYPE 1 ❑ New roof. Repair ❑ Maintenance ❑ Reroofing ❑ Recovering 1 ROOF SYSTEM INFORMATION 1 Low Slope Roof Area (SF) Steep Sloped Roof AREA (SSF) 2-©A-Total (SF) 2,G1; 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 i 1 1 1 � 1 Q 1 1 I It-CA1 1 1 i 1 ifJt 1 1 :K 1 �"0S5 AL_(_ 1 tl,J VN't7�i2t.Air�h� 1 tAk� • -Tx t 1✓� �+Ee_�r ti% FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37 Copyright to, or licensed by, ICC (ALL BIGHTS RESERVED): accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to license Agreement. No further reproductions authorized. Miami shores silage 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. To: Miami Shores Village Building Department Date: 2 y 10050 NE 20d Ave Miami Shores, FI 33138 Re: Owner's Name: Property Address:_ q j ] N,��(y� Roofing Permit Number: Dear Building Official: i atk-: n ` "` vY1as) Certify that I am not required to retrofit the roof to wall connections of my building because: o 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 ccted in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1#4 Yttion Of he;Florida Building Code (1994 SFBC) 9� Si ature Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/s a is the owner for the abo Swom to and subscribed before me this 2,Z" Aday of l tion Notary Public, Sate of Florida at Large When fIN wet vakmfkn of the sw ture for purpose of ad ve i �:� 4b �, brem texatlon le Met b or more then $300,00.0D, end he bu rdbr A SPEC. Then you must provide a 104 buQ ft eppticetbn from a General Cordrac for for the Roof to Well conneft Humuna mftatlon��/ • • • • • �� iii.., STATE Or ..�� 11 HIGH VELOCITY HURRICANE ZONES E REQUIRED OWNERS NOTIFICATION FOR CONSIDERATIONS ROOFING R4402,13.1 Scope. As it pertains to the section, it Is the responsibility of roofing contractor to prov(de the owner With the required roofing permit, and to explain to the owner the content of the R4402 govern the minimum requirements and standards of the Ind section. The provisions of Section AddIma— he fallowing items should be addressed as part of the sg �r �ft� system installations. nt betwee cona owner's Infial !n the designated space indicates that the�gem hhas a athe in�rant the xp 1•AeathetimWorkmanshlp: the workmanship provisions of Section R4402 are for the uthat the roof system meets the wind resistance and water instruction performance standards..rpose of Aesthetics (appearance) are not a consideration with respect to workmanship provisions, Aesthete sues such as color or architectural appearance, that are not part of a zoning codeshould be addrressedas part of theTledin t between the owner and the contractor, 2.Renai(ing wood decks: When replacing roofing, the existing wood roof deck may have to be rencordance with the current provisions of Section R4403, (The roof deck is usually concealed prior to RMing the existing roof system), 3• ' Common roofs: Common roofs are those which have no visible delineation between neighboring un ., townhouses, condominiums, etc. j In bu�dings with common roofs, the roofin contractor o h uld notify the occupants of adjacent units of roofing to be performed, gand/or 4. _ A LL..._Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be vkrAd from below, The owner may wish to maintain the architectural a pene� AQp of the underside of the decking may not be acceptable. This provides the opre ce�ti nof maintaining the 5• Ponding water. The current roof system and/or deck of the building may not drain well and may cadse water to pond (accumulate) in iow-lying areas of the roof. Pounds distress and may require the review of a professional siruuctural engineer Poundincan be g ma icationn fstru ethrel the I expectancy and performance of the new roofing system. Pounding conditions may not be evident until the origi ng system is removed. Pounding conditions should be corrected. 6• Overflow scuppers (wait outlets): it is required that rainwater flows off so that the roof is not ova oaded from a buildup of water, perimeter/edge wall or other roof extension may block this discharge if overfi scuppers (wall outlets) are not provided. it may be necessary to install overflow scuppers ac ce with the requirements of Sections R4402, R4403 and R4413. in Ventllation: Most roof interio of the str Oure assembly (tile structures bob), The existing amountabii of attic to vent ventilations all ugh the be n' it 3 lal to consider additional venting which can result in extending the service tlife of the ! / ll >< /2�ll� Signature Revised on 719/2009 LD Contractor SignatureDate 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. To: Miami Shores Village Building Department Date; `+ L t c' 10050 NE 2^d Ave Miami Shores, FI 33138 Re: Owne(s Name: Property Address: C4 Z 1. I F Roofing Permit Number: Dear Building Official: I 2Lj=yY)a4 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 19�drn oo S uq orida Building Code (1994 SFBC) AIp� Sign Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above prol Sworn to and subscribed before me this 22d day of r; Notary Public, Sate of Florida at Large EN when fhe first valuation of tits etrUMN for purpose o4d vabrem tLubn b Mmf b or more then s300.000.00, and ft bulft was rpl SFBC. Then you must provide a bull ft eppflcdm from a General Contractor br the Roof to %11 connection HunWne M%& bn. 0 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) I High -Velocity Hurricane Zone Uniform Permit Application Form, 1 1 Section A (General Information) _ �j 1 Master Permit No. Process No._ Contractor's Name I Job Address 4_�k t-�E l O k ROOF CATEGORY 1 ❑ Low Sloe P' P ❑ Mechanically Fastened Tile �" Mortar/Adhesive Set Tiles A. 29 11' ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Sha ❑ Prescriptive BUR-RAS 150 1 ROOF TYPE • • • • 1 ❑ New roof Repair ❑ Maintenance ❑ Reroofing P• Recovetillg • • • • t • 0 • ROOF SYSTEM INFORMATION • • 0 : • • • I . • Low Slope Roof Area (SF) Steep Sloped Roof AREA (SSF) 2-_-A-Total (SF) Z �- . ..t..0000 0 . .... . .. .. .. Section B (Roof Plan) • • • • • • • • • • • • • Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and oveAsw drains 0li ;raIe dimen• •:... lions of sections and levels, dearly Identify dimensions of elevated pressure zones and location of pgrgipQto. • • 1• ..Fs.. . ti��il i1 I p FT .37 d t T lm1 Acrx*L eta ��tSYAt�rr a;lt pit irt' v 7.,., �lt��A PR0;II_D iY ATE 1 Eck.. .-sras�aaLt- ,�uES KC ZONING DEFT ,l A'�t.�.P.t c� V�:+� � S t t�G � C �' -C"� �--s:�N� .A�+kcSt tJ� • G FLORIDA BUILDING CODE — BUILDING, Sth EDITION (2014) BLDG DEPT V Copyright to, or licensed by. ICC (ALL RIGHTS RESERVED : accessed by Eliez� Pa1aci Agreement. No further reproductions authorized. I:i(1I3,1f (.T ICJ l IV�L��IVC, VVI� XL 4�LV STATE AND COUNTY RULES AND REGULATIONS Zt- (C-_f - '�_l Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 758.8972 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. To: Miami Shores Village Building Department Date;L211 10050 NE 20d Ave Miami Shores, FI 33138 Re: Owner's Name: Property Address: C4Z 1 N G r ►�i I--»�-�•.�. � Roofing Permit Number: Dear Building Official: • •••••• •••• Ce that I am not required to retrofit the roof to wall,appctions of my building because: • o The just valuation for the structure for purpose of ad valorem taxation Is less than $300,000.00. Please attach • • • valorem taxation. Pt�Bf ad o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1#4 �idon,fhe u Florida Building Code (1994 SFBC) 54YWM S' C 0 i AA,A I SI ature Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/s a is the owner for the abo Swom to and subscribed before me this 2Z day of Y t 1 0��Y �,tion �18'�, •, '••. o Notary Public, Sate of Florida at Large = *' •• When 1M)W YsWl don of the atr calm for Purpose of ad vabrern tw%un is equal b or more then $300,000.00, end the SFBC. Than You must provide a bukft appal ft from a General Conlraft for the Root to Wei oonne*n Humane STATE Of e HiGH VELOCITY HURRICANE ZONES E REQUIRED OWNERS NOTIFICATION FOR OR ROOFING R4402.13.1 Scope. As It peens to the section, It is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofi ng Additional the following items should be addressed as part of the agreement tween thesystem n oar ant the contra owner's initial In the designated space indicates that the item has been explained. 1. A"Met'"orkmanship: the workmanship provisions of Section R4402 are for thepurpose pro ng that the roof system meets the wind resistance and water instruction performance standards.. of Aesthetics (appearance) are not a consideration with respect to Workmanship such as color or architectural appearo�, that are not part of a zoning codeho provi be addr+st at is$ as MeV'�nt between the owner and the contractor. 2•Renaiting wood decks: When replacing roofing, the existing • • • • renacordance with the current 9 wood roof dec>tc may'have to be• • • • jun the existing roof system , provisions of Section R4403. (The roof deck is usuailY �iS4cealed.RtiDC 3•Common roofs: Common roofs are those which have no visible delineation be.... • • wnhouses, condominiums, etc,) In bufldings with common roofs l�cWneighbbring notify the occupants of adjacent units of rooting to be performs roofing cQtltrac and/°�4.bcposed Ceiling: E • • • • • • • g Exposed, open beam ceilings are where the underside of tTie roof necking.:. be vleAd from below. The owner may wish to maintain the architectural appearance; nj pene� r of the underside of the deckingmay not be acceptable. This es the o �f ni II • • ` ap ndde yp 6• Ponding water, The current roof system and/or deck of the building may not drain we(1 and may ca water to pond (accumulate) in low lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the origi Ing system is removed. Pounding conditions should be corrected. s• Overffow scuppers (wail outlet:): It is required that rainwater flows off so that the roof is not ove oaded tram a buildup of water. Perlmeter/edge wall or other roof extension may block this discharge if OverffR scuppers (well outlets) are not provided. it may be necessary to instail overflow scuppers ac ce with the requirements of Sections R4402, R4403 and R4413. in Ventilation: Most roof Interco of the s re assembly (the building should have existing amiouM of attic ventilation to vent nawral shag rough the !t 7y� amount to consider additional venting which can result In extends sha(i not be rot (� i extending the service life of the Signature Revised on 7/9/ZOM LD �y f7' le Contractor Signature Date ROOF ASKMOUES AND ROOFTOPUrRUCTUREa Flodds gupdhV Code" RdMen (201 High -Velocity HutMoando Zone Un 1 fomt PwM AppHcaUon Form r r Saetron A (GtanwW Mformatton) t Mssbtparmtt P10" No,�.�_.. 1 ,1 1 JGbAddmwL. t ROOF CA"WRY -�4mdsbpp 1 1 ❑ MedlarVa* Futmed Tile ❑ MedWAdh"s Bet Tlet 1 ❑ AtphsWD 8hTA0 t O Mow ftwotAnglss [] wood 8lrl GMMhekn 1 ❑ Pmra"w OUR -me ido 1 RooFTYPE 1 �/ ❑ Now roof ❑ Rep& ❑ Mahrbnmcs Remoffng ❑ Reoovwft 1 ROOF SYSTSIU f NFORM1AT10\NJJ 1 Low Skps RoofArsa PF Stsap M*W RWARFAMR_(-LL Total (BF�Q� • • 1 •••••1 seam a (Roef PtwQ • • • • + 1 Skaft Roof PWL Daft% IN W40 and ses8ans, rooldmkis, scuppers. overflow `os. wsffloet. Induds #IMf o j ns abof seademand W#* dewy td@Wydknwdkns of elevated p wstme es i f zon •f••r •••••1 • 001 •1 . 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 •• • • • • • • •I 1••1 ,••1 ••4 • I I I I 1 1 1 1 r 1 1 1 1 1 i 1 1 i 1 1 1 1 1 1 r 1 1 i 1 1 1 1 1 r 1 1 i ROOF AttMUK ES AND RDOFTDP aTR11OMIM FIOHda r WIN1ng Coda Mh 1Rlhion (2017) High-Voloctty Hurricane Zone Unlferre Permit AppRoMon Fenn 1 Section C (Low atop* AppROdton) 1 Firms Maps%rodMOM* COM ones WAIdenfiy 1 1 (if a 0011 ant b not used. IdshWu WAy 1 SYSMM M*mrh*W.. ri i ProduatApw" No.: 1 — 2097 1 15 •07 0e09" Wind I Mri *s. From RAS 128 or CdariWdww Max. oseigrt Pneeeun, from tly.fpsot�Cproduat opprvalsyatem:__ `�� , Dearc Type` 1 Jao I, Oerge/Thlatatea: �'lz3`t �-L, ^% (�� 81ope• r-- Ao&wdBaa Sheet 6 NO. or Fy(s):Aj Andh AMA 8hat Fa6enenl londing Msbrl k Ina *dM one Ls"r: Baas InnAedon Sloe and TMoptees Bali hwdaBon FerMnwMonftg Maim* N TOP haKMom Layer: Top tnsuMM sloe and Thlol *= N Top IrMANOan Fast*nodsondhrp Matariek pU A- Bess MOWS) 6 No. or Py(ex Be i e1+el et Festarre endkffi rt 1N Ply shows) 8 No. of Py(ar L Py t Fsste ��:_ Top Ply. N 44 Top Pil EliiahedBondino Mats FarletwGp*dng fdrMdrodBaee ShastAfthmanC PIS_I_'oo@lap, 0R"ry ®_I :oa Peh+eter:-(t—' as 6 Lap, MROws±@j�L•os Camer4--as®up, aRma 4 ®-'oa Number of Fasteners per kra kft Board: Fletd+ Pedmator IAughbCwwonwft Noted ±ft ,,a AMR MME 4 Cant , BUSH �� • • • • indl a ft Mean RW l oVK Panpat H*K Haight of Baas• • • • • FW ti, CwWrofflit MAWK Materfsl T!Odmees, FeetW • • • Typo, Fubw SPednp or MmR Aknmfe*nm DvWb fi* • • . C m*whh RAS 111 and ChapW IS, GAPS-� .... rP+ Parap*t PlIq 4 He Vht . NAA L5 Won ROOf New i••, • • • • • •• ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 1 FJorfda BUA 1 High -Velocity Hurricane 1 1 1 Section C (Low Slope Application) 1 Fill In specific roof assembly components and idenW 1 manufacturer 1 (If a component Is not used, Identify as NK) 1 System Manufacturer. Product Approval No-, Design Wind Pressures, From RAS 128 or Calculations: Pir471'5 P2•--I (_ P3:— Ma)L Design Pressure, from the specific product approval system: Deck: Anchor/Base Sheet & No. Insulation Base Layer. I I Base Insulation Size and Thickness: `LI 8 I Base Insulation FeeteneNBondino Mafadal: Top Insulation Layer. " Vk- Top Insulation Size and Thickness: Top Insulation Featener/Bonding Materiel: P0 Base Sheet(a) & No. of Ply(# k _ Base shoat Fastener/Bondina Material: Ply Sheet(s) S No. of Py(s): �� Z Ply Sheat Fastener/Boading Material: Top Code 6th Edition (2017) i Uniform Permit Application Form t T F ten ondi al: TV Surfacing: Fastener Spacing lotAnchwMase Sheet Attachment: Field oc (a Lap, # Rowe �� oo Perimeter. %," oc g Lap, #Rows -4 a -ce—' oc Comer. oc @ Lop, # Rows C ' @_(,a' oc Number of Fastep"L_Per Ina � r} Bard: N1,- Field Perimeter ,�([.� Comer llustate Components Noted and Details as ApplicltW• • • Woodbloddng, Gutter, Edge Termination, Stopping _F�asNoll Bn Conuous Cleat, Cant Strip, Base Flashing, Courtdtrt Coping, Eta • • • • • • Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Materiel, Material ThIoknes3„ FApt#iler Type, Fastener Spacing or Submit Manufacturers Details that wlih ComplyRAS 111 and Chapter 16. : • l 64P .. .. rim ` ",� J��, ..... • q TFT. AA l C, • • •• • 9-ALV Mean Roof Height 3 SECTION R4402.13 HiGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 114402.13.1 Scope. As it pertains to the sectton, it is the responsibility of roofing contractor ide the owner to prov with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following (tams should be addressed as part of the agreement between the owner ant the contra . he owner's initial in the designated space indicates that the item has been explained. 1. AesMetics•Workmanship: the workmanship provisions of Section R4402 are for the purpose of P ng that the roof system meets the wind resistance and water Instruction 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, sd of the a ment between the owner and the contractor. '....' 2. Renalling wood decks: When replacing roofing, the existing wood roofdaek Rrey have tabs rena in accordance with the current provisions of Section R4403. (The roof deck isust:allyconcealed •prior• to re 'ng the existing roof system), 3. Common roofs: Common roofs are those which have no visible delineatiOrT 00t0►�en neighbo • • unfls townhouses, condominiums, etc.) In buildings with common roofs, the roofin �oi�actor an own s ould notify the occupants of adjacent units of roofing to be performed.• • d7or� 4• Exposed Ceiling: E • • • • • • g ximed, open beam ceilings are where the underside o�t�re roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; penetration of the underside of the decking may not be acceptable. This pries hotherefore, tion( oremaaintainin g he ••, appe ce. 5. Ponddng water: The current roof system and/or deck of the building may not drain well and may cau water to pond (accumulate) In low-lying areas of the roof Pounding can be an indication of st y distress and may require the review of a professional structural engineer. Pounding may shorten the life rat expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original ofing system is removed. Pounding conditions should be corrected. s• Ovemow scuppers (wall outlets): it is required that rainwater flows off so that the roof is not oved aded from a buildup of water. perimeter/edge wall or other roof extension may block this discharge H overflow scuppers (wail outlets) are not provided. it may be necessary to install overflow scuppers in acco with the requirements of Sections R4402, R4403 and R4413. 7. Venegation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building ttseit). The existing amount of attic ventilation shaft not be u7SIgntr.—e't11 beneficial to consider additional venting which can result in extending the service life of the f. 2z 1 �i ter/AgIf Date Contractor Signatu Date Revised on 7/9/2009 LD Y YYYYY: Y MIAMI-DADS 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) 3152S-99 NOTICE OF ACCEPTANCE (NOA) w",n ismidade. wl"onomv 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 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 County) reserve the right to have this product or material tested for quality assurance purposes. If this product or *sees material fails to perform in the accepted manner, the manufacturer will incur the expense of suc%tes�iag ` • • • • and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their ; • • • jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade ftpty *so* Product Control Ser..tion that this product or material fails to meet the requirements of the appliedille.. • . building code. • i • • • • • This product is approved as described herein, and has been designed to comply with the Florida Bh i dip Coda .. 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,"stnie 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: 11/04t23 Approval Date: 11/08/19 Page 1 of 27 ROOFING SYSTEM APPROVAL Category Roofing Sub -Category: BUR terial: Fiberglass Deck Tune; Wood Maximum Design Pressure: -97.5 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description GAFGLASO Ply 4 39.37" (1 meter) ASTM D2179 Smooth surfaced asphaltic ply sheet reinforced Wide with fiberglass mat. Tri-PlyO Ply 4 39.37" (1 meter) ASTM D2179 Smooth surfaced asphaltic ply sheet reinforced Wide with fiberglass mat. 0000 GAFGLASO 39.3T' (1 meter) ASTM D2178 Smooth surfaced asphaltic ply sheet reWorced FlexPiy' 6 Wide with fiberglass mat. ' • ; • •' • , GAFGLASm#75 39.37" (1 meter) ASTM D4601 Smooth asphaltic base or base/ply ake6ceinforced• • Base Sheet Wide with fiberglass mat. • • • • • . . Tri-Plym#75 Base 39.3T' (1 meter) ASTM D4601. P Smooth asphaltic base or base/ 1 . . Y S�g4tie�info d� .. ..:. Sheet Wide with fiberglass mat. • GAFGLAS® #80 39.3T' (1 meter) ASTM D4601 Smooth asphaltic base or base/ply Welhinforced' ' Ultima7Base Sheet Wide with fiberglass mat. :...:. GAFGLASO 39.37" (1 meter) ASTM D4897 Smooth surfaced asphaltic perfor;ftd venting bpsq • • Stratavene Wide sheet reinforced with fiberglass mat. • • • • Perforated Venting Base Sheet GAFGLASO 3937" (1 meter) ASTM D4897 Smooth surfaced asphaltic nailable venting base Stratevent!mNailable Wide sheet reinforced with fiberglass mat. Bottom side Venting Base Sheet surfaced with granules. Ruberoid° 20 39.37" (1 meter) ASTM D6163 SBS polymer -modified asphalt base or Smooth Wide anchor sheet reinforced with a fiberglass mat. Ruberoid® Mop 3937" (1 meter) ASTM D6164 Smooth surfaced mop applied SBS base or Smooth wide anchor sheet reinforced with a polyester mat. Ruberoid® Mop 3937" (1 meter) ASTM D6164 Smooth surfaced mop applied SBS base or anchor Smooth 1.5 wide sheet reinforced with a polyester mat. Ruberoid'o Mop 39.3r (1 meter) ASTM D6164 Smooth surfaced mop applied SBS base or Plus Smooth wide anchor sheet reinforced with a polyester mat. Ruberoidm HW 25 39.3T' (1 meter) ASTM D6163 Smooth surfaced torch applied SBS base or anchor Smooth wide sheet reinforced with a fiberglass mat. NOA No.:18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/13 Page 2 of 27 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Produ Ruberoide HW Smooth GAFGLAS' Mineral Surfaced Cap Sheet Tri-Ply* BUR Granule Cap Sheet GAFGLAS* EnetgyCe Mineral Surfaced Cap Sheet Topcoat' Surface Seal SB Topcoat* Membrane Topcoat® MB Plus Topcoat* FireOut' Fire Barrier Coating VersaShield'Fire- Resistant Roof Deck Protection Test Product Dimensions Specification Description 39.37" (1 meter) ASTM D6164 Smooth surfaced torch applied SBS base or anchor wide sheet reinforced with a polyester mat. 39.37" (1 meter) ASTM D3909 Granule surfaced asphaltic cap sheet reinforced Wide with fiberglass mat. 39.37" (1 meter) ASTM D3909 Granule surfaced asphaltic cap sheet reinforced Wide with fiberglass mat. 39.37" (1 meter) ASTM D3909 Granule surfaced asphaltic cap sheet reinforced Wide with fiberglass mat. Cap sheet is factory coated with TOPCOAT° EnergyCote'" Elastomeric Coating. 5 or 55 gallons ASTM D6083 1, 5 or 55 gallons ASTM D6083 5 or 55 gallons 5 or 55 gallons 12" x 100' rolls VersaShield' Solo' 42" roll wide, 100 Fire -Resistant Slip ft. Sheet Proprietary Proprietary ASTM D226 ASTM D146, D828, D4869, D6757 Topcoat' 1, 5 gallons or TAS 139 FlexSeal'" 1 qt. tube •••• Solvent -based thermoplastic rubber '....' ...., sealant designed to protect and restore aged roof • • • • • surfaces and to increase roof refleeti r. • • • • • • • • • Water -based elastomeric coating • • • • Water based, low VOC primer desi�dli block: •". ""' asphalt bleed -through. • • • • • • • • • • Low VOC, water based fire barrier:coating. • • • • Non -asphaltic, fiberglass reinforced underlaymek :..' and/or fire barrier Non -asphaltic, fire resistant fiberglass underlayment Solvent -based elastomeric sealant. NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/09/19 Page 3 of 27 APPROVED INSULATIONS: TABLE 2 Manufacturer Product Name Product Description (With Current NOA) EnergyGuard' Polyiso Polyisocyanurate foam insulation GAF Insulation EnergyGuard' Tapered Polyisocyanurate foam insulation GAF Polyiso Insulation EnergyGuard' Ultra Polyiso Glass -faced polyisocyanurate foam insulation GAF Insulation EnergyGuard7 RA Polyiso Polyisocyanurate foam insulation GAF Insulation EnergyGuard' RA Composite Polyisocyanurate foam insulation with high GAF Polyiso Insulation density fiberboard or permalite EnergyGuard'' RH Polyiso Polyisocyanurate foam insulation CYAF 6 O • • • • Insulation • ode* • • 0 • EnergyGuarC RH Tapered Polyisocyanurate foam insulation MAN Polyiso Insulation • • • • " • EnergyGuard7 RN Polyiso Polyisocyanurate foam insulation Q p • • • • • • • • • Insulation • .. • • • • • • • . • . EnergyGuardm Perlite Roof Perlite insulation board (}AR Insulation , EnergyGuard Perlite Recover Board Perlite recover board bAl'+ • • .... , ' • • Securocke Gypsum -Fiber Roof Gypsum board United States Gypsum Corp. Board Securocko Glass -Mat Roof Glass faced gypsum board United States Gypsum Corp. Board Structodekm High Density Fiber High density fiberboard Blue Ridge Fiberboard, Inc. Board Roof Insulation DensDeckm Prime Roof Board Gypsum board Georgia-Pacific Gypsum LLC DensDecks Roof Board Gypsum board Georgia-Pacific Gypsum LLC NOA No.:18-0919.07 Expiration Date: 11/04/23 Approval Date: 1110VIS Page 4 of 27 ,• APPROVED FASTENERS: Fasten ct Number Name 1. Drill-Tec"' #12 Fastener 2. Drill-Tec"' #14 Fastener 3. Drill-Tec"' ASAP 3S 4. Drill -Tee' 3" Steel Plate 5. Drill-Tec"' 3" Standard Steel Plate 6. Drill-Tec AccuTraO Flat Plate 7. Drill-Tec AccuTracm Recessed Plate 8. Drill-Tec 3 in. Ribbed Galvalume Plate (Flat) TABLE 3 Product Manufacturer DescAution Dimensions (With Current NOM Phillips head, modified #12 x 8" max. GAF buttress thread, pinch point, length, #3 carbon steel fastener for use Phillips head. in steel or wood decks. With CR 10 coating. Available with a pinch point or drill point. Truss head, self -drilling, #14 x 16" pinch point, high thread max. length, fastener for use in steel, wood #3 Phillips or concrete decks. head. Drill-Tec' 412 Fastener with See Drill-Tec 3" Standard Steel components Plate. Round Galvalumeo steel 3" Round stress plate with reinforcing ribs and recessed for use with Drill-Tec'" fasteners. Galvalume° coated steel 3" Round stress plate for use with approved Drill -Tee' fasteners. A2-SS aluminized steel plate 3" square; for use with Drill-Tec'" .017" thick fasteners. Galvalumea steel plate with 3" square; recess for use with Drill- O 1 T' thick Tee' fasteners. Round Galvalumem plated 3" Round steel stress plate with reinforcing ribs for use with Drill-Tec" fasteners. GAF GAF b, •' •' Y • •... • •• GAF •••• GAF GAF NOA No.:184919.07 Expiration Date: 1110443 Approval Date: 11/08/18 Page 5 of 27 EVIDENCE SUBMffTED: Test Agency Factory Mutual Research Corp. UL LLC PRI Construction Materials Technologies, LLC Test Identifier Descrintion Date 3014547 4470 OS/22/03 3029832 4470 05/11/07 3033135 4470 11/24/09 3034312 4470 04/09/09 3036980 4470 08/14/09 3038278 4470 11/19/11 3040738 4470 11/16/10 3041769 4470 05/26/11 3042887 4470 11/14/11 3042905 4470 01/10/12 3046081 4470 02/13/13 3046388 4470 09/24/12 3047636 4470 08/09/13 ODOA8AM 4470 07/09/99 OD 1 A8.AM 4470 07/29/94 OY9Q5.AM 4470 04/01/98 1 B9A8.AM 4470 00/04197 • • • 2B8A4.AM 4470 07/02/97 0 • 3B9Ql.AM 4470 • • • 01/08/94 • • • 3D4Q2AM 4470 • • •; • • 05/30f97' 797-03221-267 4470 "" • • 09/27/07 ' 797-03825-267 4470 ."".07/2150$ '. 797-10228-267 4470 66" 01/23715 * 0 R1306 UL 790 • • • • • 08/2liA • • GAF-122-02-01 TAS 139 ; • •; 05/07106 GAF-270-02-02 ASTM D226 11 /15i21f • • • GAF 276.02-01Rev ASTM D6083 •. • • ; 12/161110 .. GAF-276-02-02 ASTM D226 11/1571Q . •' GAF-306-02-01 ASTM E96 07/07/11 GAF-314-02-01 ASTM D2178 09/23/11 GAF-315-02-01 ASTM D2178 08/23/11 GAF-369.02-01 ASTM C1289 10/22/12 GAF-417-02-01 ASTM C1289 05=13 GAF-464-02-01 ASTM C1289 10/22/12 GAF-464-02-01 ASTM C1299 02/06/14 GAF-499-02-01 ASTM D6083 03/12/14 GAF-500-02-01 ASTM D6083 03/12/14 GAF-549-02-01 TAS 114 08/08/14 GAF-549-02-02 TAS 114 08/08/14 GAF-559-02-01 TAS 117(B) 09/30/14 GAF-559-02-04 ASTM D 1876 10/01/14 GAF-559-02-05 ASTM D 1876 10/15/14 GAF-559-02-06 TAS 114(IT) 10/02/14 GAF-559-02-07 ASTM D 903 10/02/14 GAF-559-02-08 ASTM D 903 10/02/14 NOA No.: 18-0919.07 Expiration Date: 11/0423 Approval Date: 11/08/18 Page 6 of 27 EVIDENCE SUBMITTED: (CONTINUED) Teat Aeencv Test Identifier Deacrintion Date PRI Construction Materials GAF-559-02-09 ASTM D 903 10/02114 Technologies, LLC GAF-559-02-11 TAS 114 10/14/14 GAF-559-02-12 TAS 114 10/14/14 GAF-559-02-13 TAS 114 10/15/14 GAF-559-02-14 TAS 114 10/15/14 GAF-559-02-15 TAS 114 10/15/14 GAF-559-02-16 TAS 114 10/15/14 GAF-559-02-18 TAS 114 10/15/14 GAF-559-02-19 TAS 114 04/16/15 GAF-629-02-01 ASTM C1289 05/31/16 IRT of S. Fl. 02-005 TAS 114 01/18/02 02-014 TAS 114 03/22/02 Trinity ERD C8SOOSC.11.07 TAS 117 11/30/07 030250.02.10-3-R2 ASTM D3909 06/03/15 G31360.03.10 ASTM D6164 03/3.1/10 G33470.01.11 ASTM D6164 11 /16/11 034140.04.11-2 ASTM D6163 ...... �OV25/11 •"' G34140.04.11-4-R2 ASTMD6401 " 06704/15 G34140.04.11-5-R3 ASTMD4897 "'.d6704/15"" 036780.07.11 Rl 4470-TAS 114 00" V/18/11 ' G40630.01.14-1 ASTM D6163 .0 0 06Y06/14: 0. 0 • G40630.01.14-2A ASTM D6164 0 0 061/07/140 00 G40630.01.14-2A-1-RI ASTM D6164 0 0 044/10/14: - : : • 043610.01.14 ASTM D3909 ,, OgIJ22/14 , G6850.08.07-1 ASTM D3909 -ON13/070 0 SC6870.08.14-R1 ASTM D3909 0.9/04/14;' •' •' SC9700.08.15 RI ASTM D2179 •..8/Z/2015 .. SC10690.05.16 ASTM D6163 51101201C o:..' SC13105.03.17 Rl ASTM D6164 3/23/2017 Dynatech Engineering Corporation #4482.02.95-1 TAS 114 09/01/95 Atlantic & Caribbean Roof 11-053 TAS 114 08/12/11 Consultants, LLC NOA No.: 18-0919.07 Expiration Date: 11/04l23 Approval Date: 11/09/18 Page 7 of 27 APPROVED ASSEMBLIES Membrane Type: BUR Deck Type 1I: Wood, Insulated Deck Description: Min. 19/32" or greater plywood or wood plank secured 6 in. o.e. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type A(1): All insulation layers are adhered, to a mechanically attached anchor sheet. Membrane is subsequently fully adhered to insulation. All General and System Limitations shall apply. Fire Barrier: Topcoat* FireOut' Fire Barrier Coating, VersaShield* Fire -Resistant Roof Deck Protection, (optional) VersaShield* Solo'" Fire -Resistant Slip Sheet, DensDece Roof Board, Securock' Glass - Mat Roof Board or Securock' Gypsum Fiber Roof Board installed per manufacturer's installation instructions. Anchor sheet: GAFGLAS® #90 Ultima Base Sheet, GAFGLAS' Stratsvene Nailable Venting Base Sheet or Ruberoid' 20 Smooth mechanically fastened as described below. Fastening GAFGLAS' Ply 4, GAFGLAS' Flex Ply' 6, GAFGLAS* #75 Base Sheet or any of above Option #1: anchor 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 18" o.c. in thefield. ' ....' Not for use with DensDeck or Securock Fire Barrier 6.6 ; .... (Maximum Design Pressure—ISpsf. See General Limitation #9) ...... ..:. Fastening GAFGLAS' Ply 4, GAFGLAS* F1exPly'" 6, GAFGLAS* #75 Base Sheet or any of above Option #2: anchor sheets attached to deck with Drill-Tec #12 Fastener, Drill-TecV #jg jastene,atq • Drill-Tec'" 3" Steel Plate, Drill-Tec'" AccuTrae Flat Plate or Drill-Tec . pggTrac' Recessed Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The oft rp*s are eq*py spaced approximately 12" o.c. in the field of the sheet. ...... . (Maximum Design Pressure —45 psf. See General Limitation #9) Fastening GAFGLAS* FlexPly' 6, GAFGLAS* #75 Base Sheet, Tri Ply* #75 Bah Skeet or anj of Option #3: above anchor sheets attached to deck with approved annular ring shank nails and tin cn$l K • a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. Not for use with DensDeck or Secumck Fire Barrier (Maximum Design Pressure 52.5 psf. See General Limitation #7) Fastening Any of the above anchor sheets attached to deck with approved 1'/+" annular ring shank nails Option #4: 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. Not for use with DensDeck or Securock Fire Barber (Maximum Design Pressure —60 psf. See General Limitation #7) Fastening GAFGLAS* #75 Base Sheet or any of above anchor sheets attached to deck with Dri11-Tec7 Option #5: #12 Fastener, Drill-Tec"' 414 Fastener and Drill-Tec' 3" Steel Plate, Drill-Tec'" AccuTrac' 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 —45 psf. See General Limitation #9) NOA No.:1&0919.07 Expiration Date: IItO 23 Approval Date: 11/08/18 Page 8 of 27 ... ••• Fastening (Continued) Any of above anchor sheets attached to deck approved annular ring shank nails and 3" Option #6: inverted Drill -Tee insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. Not for use with DensDeck or Securock Fire Barrier (Maximum Design Pressure —60 psf. See General Limitation #7) Fastening GAFGLAS* #75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec"' Option #7: #12 Fastener or Drill -Tee 914 Fastener and 3" Drill-Tec7 3" Steel Plate, Drill -Tee AccuTrace Flat Plate or Drill -Tea'" AceuTrac* 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 --/S psf. See General Limitation #9) One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/W EnergyGuard' Polyiso Insulation, EnergyGuard" Ultra Polyiso Insulation, EnergyGuard RH Polyiso Insulation, EnergyGuar&' RA Polyiso Insulation, EnergyGuard" RA Composite Polyiso Insulation Minimum 1" thick N/A N/A EnergyGuard' Perlite Recover Board, DensDeck* Prime Roof Board Minimum %" thick N/A N/A • • • • • • . . .... EnergyGuard" Perlite Roof Insulation • .... Minimum %" thick • • • N/A ...... NIA .... .... Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asph'aliirlil►in the :... EVT range and at a rate of 20-401bs./100 tit=. Please refer to Roofing Application Standard RAV11%for :' ' ' • • Insulation attachment. Composite insulation panels may be used as a top layer placed with the • • • ":' of anurate side facia down. GAF requires either a • • 0 • • • •' . p yisocy g q ply of GAFGLAS* Strstavent* Per�grn��d Veati� • , •' " .... Base Sheet laid dry or a layer of EnergyGuarC Perlite Roof Insulation or wood fiber overlayjbpArd,pn all polylsocyanurate applications. • Base Sheet: (Optional) Install one ply of GAFGLAS* #75 Base Sheet, Tri-Ply° #75 B3se Sfiset, :... GAFGLAS* #90 Ultima7 Base Sheet, Ruberoid® Mop Smooth, Ruberoi^op*5moo& 1.5, Ruberoid* Mop Plus Smooth or Ruberoid* 20 Smooth, Ruberoid* HW Smooth or • • • • Ruberoid* HW 25 Smooth 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 lbsJsq. applied in accordance with manufacturer's instructions. (see General Limitation #4). OR GAFGLAS* StrataventO Perforated Venting Base Sheet loose -laid dry -(not for use with perlite top layer insulation or composite polyiso top layer insulation). Ply Sheet: One or more plies GAFGLAS* Ply 4, Tri-Plye Ply 4, GAFGLAS* F1exPly" 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 20401bs./sq. installed per manufacturer's installation instructions. Cap Sheet: (Optional) One ply of GAFGLAS* Mineral Surfaced Cap Sheet, Tri-Ply° BUR Granule Cap Sheet or GAFGLAS*EnergyCap'" Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 IbsJsq. installed per manufacturer's installation instructions. NOA No.:18-0919.07 Expiration Date: 11/04M Approval Date: 11/09/18 Page 9 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 lbsJsq. and 300 lbsJsq, 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 galJsq.(to be used as a primer) followed by Topcoat* Membrane applied at 0.5 to 0.75 gaUsq. 3. Fiber Aluminum Roof Coating. Maximum Design Pressure: See Fastening Options. . . .... .... ..••.• • • ••.• 0009 • • • • • 0000 . • • • • •• • • •• • NOA No.: 18-0919.07 ~ , Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 10 of 27 Membrane Type: BUR Deck Type 11: Wood, 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 A(2): All insulation layers are adhered, to a mechanically attached anchor sheet. Membrane is subsequently fully adhered to insulation. All General and System Limitations shall apply. Fire Barrier: Topcoate FireOuf�" Fire Barrier Coating, VersaShield® Fire -Resistant Slip Sheet or (optionao VersaShieldm Solo'" Fire -Resistant Slip Sheet installed per manufacturer's installation instructions. Anchor sheet: GAFGLASo #75 Base Sheet, Tri-Plyc #75 Base Sheet, Ruberoide 20 Smooth or GAFGLASO StratavetrP Venting Nailable Base Sheet is secured as described below. Fastening Miami -Dade County Approved min. 12 ga. Annular ring shank nails and min. 1-518 in. Option #1: diameter tin caps are spaced 8 in. o.c. in the min 4 in. wide anchor sheet side laps and 8 in. oc. 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 and mint 1-5/8 inr • • • • Option #2: diameter tin caps are spaced 6 in. o.c. in the min 4 in. wide anchor sheetuile laps and 6.9 • • • in. o.c. in the field of the sheet in two staggered rows. • • • • • • • • • • (Maximum Design Pressure: —515 psf. See General Limitation #7) 000090 • Fastening •••• •• • Drill-Tec'" #14 Fasteners and Drill-Tec"' 3 in. Standard Steel Plates, I)ML-1gem • . • • Option #3: AccuTmcm Flat Plates or Drill-Tec7"3 in. Ribbed Galvalume Plate (Flat)vospaced 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. 090069 • (Maximum Design Pressure: 5ZS psf. See General Lhnitallon Co . Fastening Drill-Tec7"#14 Fasteners and Drill-Tec'" 3 in. Standard Steel Plates, D 11;-ie` f Option #4: • AccuTracm Flat Plates or Drill -Tee'" 3 in. Ribbed Galvalume Plate (Flat) are spaced t� ; • • • 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 Limi(dion #7) Fastening Drill-Tec' 414 Fasteners and Drill-Tec'" 3 in. Standard Steel Plates, Drill -Tee Option #5: AccuTraom Flat Plates or Drill-Tec7 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: —75psf. See General Limitation #7) One or more layers of any of the following insulations. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/W EnergyGuard' Polyiso Insulation, EnergyGuard' Tapered Polyiso Insulation, EnergyGuard' Ultra PoWso Insulation, EaergyGuard"' RH Polyiso Insulation, EnergyGuard' RH Tapered Polyiso Insulation Minimum 1" thick N/A N/A NOA No.: 194919.07 Expiration Date: 11/04/23 Approval Date: 11/08/19 Page 11 of 27 Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/W EnergyGnarC Perlite Roof Insulation Minimum'/" thick N/A NIA Structodek' High Density Fiberboard Roof Insulation Minimum %11 thick N/A N/A Securock® Gypsum -Fiber Roof Board, DensDeck' Prime Roof Board Minimum'/," thick N/A N/A Note: All insulation shall be adhered in a full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs./100 IP. Please refer to Roofing Application Standard RAS 117 for insulation attachment Base Sheet (Optional): GAFGLAS° #75 Base Sheet, Tri-Ply® #75 Base Sheet, Ruberoid' 20 Smooth adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's Installation instructions. Ply Sheet: When optional base sheet and/or cap sheet is present: Two or more plies of GAFGLAS' Ply 4, Tri-Ply* Ply 4, GAFGLAS' Flex Ply 6 adhered in a full mopping "of hot asphalt applied at 20-40 lbsJsq. installed per manufacturer's installation instructions. When optional base sheet and/or cap sheet is not present: Three or more plies of GAFGLAS° Ply 4, Tri-Ply' Ply 4, GAFGLAS' Flex Ply 6 adhered in a full mopping of hot asphalt applied at 20-40 lbsJsq. installed per manufacturer's installation instructions. Cap Sheet (Optional): GAFGLAS® Mineral Surfaced Cap Sheet, Tri-PIy' BUR Granule Car ab et•or • • • • • • GAFGLAS° EnergyCar Mineral Surfaced Cap Sheet adhered in a fail�nsepping of hot ; • asphalt applied at 20 — 40 lbsJsq. installed per manufacturer's installitimr i,%tructiM • • • • • Surfacing: .... .. Optional on granular surfaced membranes; required for smooth men6ses.. . • .... .. ; • Chosen components must be applied according to manufacturer'4sopuestion '.:..' .... Instructions. All coatings must be listed within a current NOA. ...... . . 1. Gravel or slag applied at 400 lbsJsq. and 300 lbs./sq. respectively in a flood coat of. ""' • • approved asphalt at 601bsJsq. 0 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 galJsq.(to be used as a primer) followed by Topcoat' Membrane applied at 0.5 to 0.75 gaUsq. 3. Aluminum Fiber Roof Coating. Maximum Design Pressure: See fastening options above. NOA No.:19-0919.07 Expiration Date: MUM Approval Date: I1/0VIS Page 12 of 27 Membrane Type: BUR Deck Type H: Wood, Insulated Deck Description: Min. l 5/32" 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 A(3): All insulation layers are adhered, to a mechanically attached anchor sheet. Membrane is subsequently fully adhered to insulation. All General and System Limitations shall apply. Fire Barrier: Topcoat® FireOut' Fire Barrier Coating, VersaShield' Fire -Resistant Slip Sheet or (optional) VersaShield' Solo"' Fire -Resistant Slip Sheet installed per manufacturer's installation instructions. Anchor sheet: GAFGLAS' #75 Base Sheet, Tri-Ply' #75 Base Sheet, Ruberoid' 20 Smooth or GAFGLAS' Stratavent' Venting Nailable Base Sheet is secured as described below. Fastening Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. 1-518 in. Option #1: diameter tin caps 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 two staggered rows. (Maximum Design Pressure:-45psf. See General LimMadon #7) Fastening Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. 1-5/8 in. Option #2: diameter tin caps are spaced 6 in. o.c. in the min 4 in. wide anchor sheet side laps and 6 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —515 psf. See General Limitation #7) Fastening Drill-Tec' #14 Fasteners and Drill -Tee 3 in. Standard Steel Plates, Dni to®•' • • • • Option #3: AccuTrac' Flat Plates or Drill-Tec"' 3 in. Ribbed Galvalume Plate (Flat) areospaced 16 • in. o.c. in the min. 4 in. wide anchor sheet side laps and 16 in. o.c. in theofieldof the • sheet in two staggered rows. 000000 • • • (Maximum Design Pressure: S2.5 psf. See General Limitation #7) • • • • • • Fastening Drill-Tec7" #14 Fasteners and Drill-Tec 3 in. Standard Steel Plates, DW..--Ted" •.:.. • Option #4: AccuTrac' Flat Plates or Drill -Tee 3 in. Ribbed Galvalume Plate (Fla) &W.Vaced 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:—60Psf. See General Lim&atlon #7) • • • • : • • • Fastening Drill -Tee #14 Fasteners and Drill -Tee 3 in. Standard Steel Plates, Drill -Tee Option #5: AccuTrae Flat Plates or Drill -Tee 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: —75 psf. See General Limitation #7) NOA No.: 19-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/19 Page 13 of 27 One or more layers of any of the following insulations. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft= EnergyGuard' Polyiso Insulation, EnergyGuard"` Tapered Polyiso Insulation, EnergyGaard'" Ultra Polyiso Insulation, EuergyGuard"' RH Polyiso Insulation, EnergyGuard' RH Tapered Polyiso Insulation Minimum 1" thick N/A N/A Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/111 EnergyGuard' Perlite Roof Insulation Minimum %11 thick N/A N/A Structodel& High Density Fiberboard Roof Insulation Minimum %" thick N/A N/A Securoel& Gypsum -Fiber Roof Board, DensDeek'* Prime Roof Board Minimum'/." thick NIA N/A Note: All insulation shall be adhered in a full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs./100 ft. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Sheet: Ruberoid® 20 Smooth adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. 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 lbsJsq. installed per manufacturer's installation instructiW. `.. Surfacing: Optional on granular surfaced membranes; required for smooth Ledl;hnes. .... Chosen components must be applied according to manufacturer'seapplioation .. +. seed Instructions. All coatings must be listed within a current NOA. ...:.. 1. Gravel or slag applied at 400 lbsJsq. and 300 lbs./sq. respectively in a flood coat of: . • • • • approved asphalt at 60 lbsJsq. ...... .. ..: 2. T coats Membrane or To at'* Surface Seal SB • oP 1� applied at 1 to 1.5 OR Topcoat'* MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primgr) followed bf • .... Topcoat'* Membrane applied at 0.5 to 0.75 gal./sq. • • •' 3. Aluminum Fiber Roof Coating. • • • • Maximum Design Pressure: See fastening options above. NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/09/19 Page 14 of 27 Membrane Type: BUR Deck Type 1I: Wood, 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 A(4): All insulation layers are adhered, to a mechanically attached anchor sheet. Membrane is subsequently fully adhered to insulation. All General and System Limitations shall apply. Fire Barrier: TOPCOAT FireOut' Fire Barrier Coating, VersaShielde Fire -Resistant Slip Sheet or (optional) VersaShielde Solo` Fire -Resistant Slip Sheet installed per manufacturer's installation instructions. Anchor sheet: GAFGLASe #75 Base Sheet, Tri-Plye #75 Base Sheet, Ruberoide 20 Smooth or GAFGLASe Stratavente Venting Nailable Base Sheet is secured as described below. Fastening Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. 1-519 in. Option #1: diameter tin caps 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 two staggered rows. (Maximum Design Pressure: —45 psf. See General Limitation #7) Fastening Miami Dade County Approved min. 12 ga. annular ring shank nails and min. 1-5/8 in. Option #2: diameter tin caps are spaced 6 in. o.c. in the min 4 in. wide anchor sheet side laps and 6 in. o.c. in the field of the sheet in two staggered rows. (Mmrimurn Design Pressure. —52.5 psf. See General Limitation #7) Fastening Drill-Tec" #14 Fasteners and Drill -Tee 3 in. Standard Steel Plates, D;U.Tecr •.... Option #3: AccuTrace Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat)aamapaced 16 +. in. o.c. in the min. 4 in. wide anchor sheet side laps and 16 in. o.c. in the64d of the sheet in two staggered rows. 0000 .. Y (Maximum Design Pressure: —52.5 psf. See General Limitation #7) • *sea* *..a Fastening Drill -Tee #14 Fasteners and Drill-Tec'" 3 in. Standard Steel Plates, DOD* • • • ; Option #4: • • AccuTrace Flat Plates or Drill -Tee'" 3 in. Ribbed Galvalume Plate (Flat)•Wg spaced 12 in. o.c. in the min 4 in. wide anchor sheet side laps and 12 in. o.c. in thdfierd c fthe sheet . in two staggered rows. • • • • • • • • Y (Maadmmm Design Pressure: —60psf. See General Limitation #7) ` Fastening Drill-Tec' #14 Fasteners and Drill -Tee'" 3 in. Standard Steel Plates, Drill-Tec'" • � � • Option #S: AccuTmce Flat Plates or Drill-Tec"' 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. (Maxirnam Design Pressure: —82.S psf. See General Limitation #7) NOA No.: 18-0919.07 Expiration Date: 11/0Q23 Approval Date: 11/08/18 Page 15 ot27 YY• One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener Density/W (Table 3) EnergyGuare Polyiso Insulation, EnergyGuard'' Tapered Polyiso Insulation, EnergyGuarC Ultra Polyiso Insulation, EnergyGuare RH Polyiso Insulation, EnergyGuard' RH Tapered Polyiso Insulation Minimum 1" thick N/A N/A Note: All insulation shall be adhered in a full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs./100 W. Please refer to Rooting Application Standard RAS 117 for insulation attachment. Base Sheet: GAFGLASe Stratavent* Perforated Venting Base Sheet is laid dry over the insulation. Ply Sheet: When optional cap sheet is present: Two or more plies of GAFGLAS* Ply 4, Tri-Ply° Ply 4, GAFGLAS* Flex Ply 6 adhered in a fuull mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's installation instructions. When optional cap sheet is not present: Three or more plies of GAFGLASe Ply 4, Tri-Ply® Ply 4, GAFGLASe Flex Ply 6 adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's installation instructions. Cap Sheet (Optional): GAFGLASe Mineral Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet or GAFGLASe EnergyCar Mineral Surfaced Cap Sheet adhered in a full mopping of hot, • asphalt applied at 20 — 40 lbs./sq. installed per manufacturer's installation in tructiorw • • • • • • Surfacing: Optional on granular surfaced membranes; required for smooth %ep}k anes... ; .... Chosen components must be applied according to manufacturer's gpja ption instructions. All coatings must be listed within a current NOA. 1. Gravel or slaglied at 400 lbsJs . and 300 lbsJs . respectively m at of. .. applied 4 q �P Y ��4� i'ro ..:. approved asphalt at 601bsJsq. • 00000 .... .... 2. Topcoat* Membrane or Topcoat* Surface Seal SB applied at 1 to 1.500 OR ...... Topcoat* MB Plus applied at 0.5 to 0.75 gaUsq.(to be used as a primoti foltawed bx ; • • • Topcoat* Membrane applied at 0.5 to 0.75 galJsq. • .... 3. Aluminum Fiber Roof Coating. Maximum Design Pressure: See fastening options above. NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 1VO8113 Page 16 of 27 Membrane Type: BUR Deck Type 1I: Wood, Insulated Deck Description: 19/32" thick or greater 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 A(5): All insulation layers are adhered, to a mechanically attached anchor sheet. Membrane is subsequently fully adhered to insulation. All General and System Limitations shall apply. Fire Barrier: FireOue" Fire Barrier Coating, VersaShield* Fire -Resistant Slip Sheet or VersaShield* (optional) Solo' Fire -Resistant Slip Sheet. Anchor sheet: GAFGLAS* #75 Base Sheet or Tri-Ply°#75 Base Sheet is secured as described below with Dade County Approved min.12 ga. galvanized ring shank nails and 32 ga., 1-518 in. diameter tin tabs. Fastening: Nails and tabs are spaced 8 in. o.c, in the 4 in. wide side lap and 8 in. o.c. in two staggered rows in the field of the sheet. One or more layers of any of the following insulations_ Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/W EnergyGuard' Polyiso Insulation, EnergyGnard' Tapered Polyiso Insulation, EnergyGnarC RH Polylso • • Insulation, EnergyGuard'" RH Tapered Polyiso Insulation • Minimum 1" thick • • • • • Top Insulation Layer Insulation Fasteners • • • 111tener (Table 3) • • Vewty/ftl :.. Strnctodeks$igb Density Fiberboard Roof Insulation, Securock® Gypsum -Fiber Roof Board .1". .' . '. • Minimum %" thick N/A " "N/A • • • • • • so Note: All insulation shall be adhered in a full mopping of approved hot asphalt within the EVT•range and at a * • • • • • •' rate of 20-40 IbsJ100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attatlnpent. ' Base Ply: Two or more plies of GAFGLAS* FlexPly' 6 adhered with hot asphalt applied at 20-23"" lbs./sq. 9.6 • . • • • "' Ca P GAFGLAS Mineral Surfaced p Ply: • Cap Sheet adhered with hot asphalt applied at 20-25 lbsJsq. 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 baited within a current NOA. 1. Gravel or slag applied at 400 lbsJsq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbsJsq. 2. Topcoat' Membrane or Topcoat* Surface Seal SB applied at 1 to 1.5 gat./sq. OR Topcoat* MB Plus applied at 0.5 to 0.75 galJsq.(to be used as a primer) followed by Topcoat* Membrane applied at 0.5 to 0.75 gal./sq. Maximum Design Pressure; 52.5 psL (See General Limitation #7) NOA No.: 184919.07 Expiration Date: 11/04/23 Approval Date: 11/03/18 Page 17 of 27 Membrane Type: BUR Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater 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 C: All layers of insulation are mechanically attached to roof deck. Membrane is subsequently hilly adhered to insulation. All General and System Limitations shall apply. Fire Barrier: FireOuf' Fire Barrier Coating, VersaShieldO Fire -Resistant Slip Sheet or VersaShieldO (Optional) Solo' Fire -Resistant Slip Sheet. One or more Iayers of any of the following insulations. Base Insulation Layer (Optional) Insulation Fasteners Fastener (Table 3) Density/ft= EnergyGuarC Polyiso Insulation, EnergyGuard' RA Polyiso Insulation, EnergyGuard' RN Polyiso Insulation Minimum 1" thick N/A N/A Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the acme fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. GAF requires either a ply of GAFGLASO Stratavent® Perforated Venting Base Sheet • • • • laid dry or a layer of EnergyGuardm Perlite Roof Insulation or wood fiber overlay board on all . • . • • • • • • • • polyisocyanurate applications. • • • • • • • • ...... .... Top Insulation Layer Insulation Fasteners ...:..Fastener • ... . • (Table 3) .. • • DensityAy • • SECUROCKO Gypsum -Fiber Roof Board • .... • • • • • • • ;1 Minimum W thick 2,8 • • • • ;1:1.7�tt: ". • • • Base Ply: Two or more plies of GAFGLASO F1exP1yTm 6 adhered with hot aspbAt 94VIied at 20-26 lbs./sq. installed per manufacturer's installation instructions. : • : ... Cap Ply: GAFGLASOMineral Surfaced Cap Sheet, Tri-Ply* BUR Granule CapSheof or • • GAFGLASO EnergyCap'" Mineral Surfaced Cap Sheet adhered with ho{ Asphalt appkej : • at 20-251bsJsq. installed per manufacturer's installation instructions Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 tbs./sq. respectively in a flood coat of approved asphalt at 601bsJsq. 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 galJsq. 3. Fiber Aluminum Roof Coating. Manimum Design Pressure: - 60 psi: (See General Limitation #7) NOA No.:184919.07 Expiration Date: 11/04/23 Approval Date: 11/0V18 Page 18 of 27 Membrane Type: BUR Deck Type 1I: Wood, Insulated Deck Description: 19/32" 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 D: All insulation is loose laid with preliminary attachment to roof deck. Anchor sheet is subsequently mechanically fastened through insulation to the roof deck. 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/ft' EnergyGuard' Polylso Insulation, EnergyGuard'' Ultra Polylso Insulation, EnergyGaard' RA Polyiso Insulation Minimum 1.3" thick N/A N/A Stractodek' 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. 00000 Fire Barrier: FireOut'" Fire Barrier Coating, VersaShield'Fire Resistant Roof Deck Prolectio% 0000 (optional? VersaShield' Solo'" Fire -Resistant Slip Sheet, DensDeck' Roof Board, Securock'" Glass- � • • Mat Roof Board or Securock' Gypsum Fiber Roof Board. """ "' • Base Sheet: Install one ply of GAFGLAS' #75 Base Sheet, Tri-Ply #75 Base Sheet, GABGL.AS' #Z • • • Mtima7 Base Sheet, GAFGLAS' Stratavent' Nailable Venting Base Sheet or keteroicA e • • • 20 Smooth applied over the loose laid insulation with 2" side laps mechaniealiiy fiptened as• • • • described below; • • • • • • • • Fastening Drill-Tec'" #12 Fastener or Drill-Tec"" #14 Fastener and Drill-Tec"' 3" Ste4[T1g*: Drill - Option #1: Tee 3 in. Ribbed Galvalume Plate (Flat), Drill -Tee'" AccuTrae Flat Plate dr DrilrTec'" :...:. AecuTrae'Recessed Plate is installed through the base sheet and insulatiorCin I lbws 12' o.c. One row is in the 2" side lap. The other rows are equally spaced approAi'nately 12": • • o.c. in the field of the sheet. (Maximum Design Pressure —45 psf. See General Limitation #9) Fastening Drill-Tec'" #12 Fastener or Drill-Tec' #14 Fastener and Drill-Tec'" 3" Steel Plate, Drill - Option #2: Tee 3 in. Ribbed Galvalume Plate (Flat), Drill-Tec'" AccuTrac' Flat Plate or Drill-Tec'" AccuTrac'Recessed Plate is installed through the base sheet and insulation in 4 rows 8" o.c. One row is in the 2" side lap. The other 3 rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure-75psf. See General Limitation #9) Fastening GAFGLAS'#80 Ultima Base Sheet, Ruberoid02O Smooth, Ruberoid'Mop Smooth Option #3: 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. Not for use with DensDeck or Securock Fire Barrier (Mwdmum Design Pressure —60 psf. See General Limitation #7) NOA No.:19-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 19 of 27 •.•1 Fastening (Continued) Drill -Tee #12 Fastener or Drill -Teo'" 914 Fastener and Drill -Tee 3" Steel Plate, Drill - Option #4: Tec 3 in. Ribbed Galvalume Plate (Flat), Drill-Tec'" AccuTrac* Flat Plate or Drill -Tee AecuTrac* Recessed Plate in 4 rows 12" o.c. One row is in the 2" side Iap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maxineum Design Pressure —60 psf. See General Limitation #9) Ply Sheet: One or more plies of GAFGLAS* Ply 4, Tri Ply® Ply 4, GAFGLAS* FlexPlyT" 6 or GAFGLAS* #90 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. installed per manufacturer's installation instructions. Cap Sheet: (Optional) One ply of GAFGLAS* Mineral Surfaced Cap Sheet, Tri-Ply BUR Granule Cap Sheet or GAFGLAS*EnergyCar Mineral Surfaced Cap Sheet adhered in a frill mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. installed per manufacturer's installation instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbsJsq. and 300 lbsJsq., respectively in a flood coat of approved asphalt at 60 lbsJsq. 2. Topcoat* Membrane or Topcoat* Surface Seal SB applied at 1 to 1.5 gaUsq. see* OR• Topcoat* MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer)fVV4§d by .... Topcoat* Membrane applied at 0.5 to 0.75 galJsq. 000900 000 • 3. Fiber Aluminum Roof Coating. Maximum Design Pressure: See Fastening Options NOA No.: 18-0919.07 E*ration Date: 11/04/23 Approval Date: 11/09/18 Page 20 of 27 Membrane Type: BUR Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank decks 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(i): Anchor sheet mechanically attached to roof deck. All General and System Limitations shall apply. Fire Barrier: Topcoate FireOut' Fire Barrier Coating, VersaShield*Fire Resistant Roof Deck (optional) Protection, VersaShield* Solo'" Fire -Resistant Slip Sheet installed per manufacturer's installation instructions. Base sheet: GAFGLASe #80 Ultima'" Base Sheet, Stratavente Nailable Venting Base Sheet, Ruberoide 20 Smooth, Ruberoid* SBS Heat -Weld"' Smooth or Ruberoid* SBS Heat -Weld' 25 base sheet mechanically fastened to deck as described below; Fastening GAFGLAS* Flex Ply' 6, GAFGLASe #75 Base Sheet, Tri-Pe #75 Base Sheet or any of Option #1: the above anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Mmdomm Design Pressure S2. S psf. See General Limitation #7) Fastening GAFGLAS* #90 Ultima'" Base Sheet, Ruberoid*20 Smooth or Ruberoide Mop Smoot}* •"! Option #2: attached to deck with approved 1'/s" annular ring shank nails and invertet3" Stbgl plate IM fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fd*nef spacing +af' 9" o.c. in the center of the membrane. • • • • Y • • • • • (Maximum Design Pressure —60 psf. See General Limttadon #7) ' • "" ' Ply Sheet: One or more plies of GAFGLAS* Ply 4, Tri-Ply* Ply 4 or GAFGLASe #1d0•l�itima Base • • Sheet adhered in a full mopping of approved asphalt applied within the EYi 7m&e and gt • • ! rate of 20-401bsJsq. installed per manufacturer's installation instructions.* • • • • • • • Cap Sheet: (Optional) One ply of GAFGLAS* Mineral Surfaced Cap Sheet, Tri-P1ye:3UR 6ranul® . Cap Sheet or GAFGLAS*EneraCap'" Mineral Surfaced Cap Sheet adhered ins full mopping of approved asphalt applied within the EVT range and at a rate di24'40:1bsJs% • • installed per manufacturer's installation instructions. 00046 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 lbsJsq. and 300 lbsJsq. respectively in a flood coat of approved asphalt at 60 lbsJsq. 2. Topcoats Membrane or Topcoat* Surface Seal SB applied at I to 1.5 gal./sq. OR Topcoate 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. Fiber Aluminum Roof Coating. Maximum Design Pressure: See Fastening Options NOA No.: 19-0919.07 Expiration Date: 11/04/23 Approval Date: 11/03/19 Page 21 of 27 Membrane Type: BUR Deck Type 1: Wood, Non -insulated Deck Description: l 9/32" or greater plywood or wood plank decks 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(2): Anchor sheet mechanically attached to roof deck. All General and System Limitations shall apply. Fire Barrier: Topcoat° FireOut' Fire Barrier Coating, VersaShield'* Fire Resistant Roof Deck (optional) Protection, VersaShield' Solo'" Fire -Resistant Slip Sheet installed per manufacturer's installation instructions. Anchor sheet: GAFGLAS' #80 Ultima Base Sheet mechanically attached with Miami -Dade County Approved min. l'/+ long, 12 ga., annular ring shank nails and 1-5/9" diameter tin caps spaced 7" c.c. in the min 4" wide side laps and in 3 staggered rows in the field of the sheet. Ply Sheet: Two or more plies of GAFGLAS'* Ply 4, Tri-Ply'* Ply 4, OAFGLAS' FlexPly" 6 adhered to the base sheet in full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. installed per manufacturer's installation instructions. Cap Sheet: One ply of GAFGLASO Mineral Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet or GAFGLAS@1 EnergyCapTK 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. installed pW • • manufacturer's installation instructions. • 0666 Surfacing: Optional on granular surfaced membranes; required for smooth mej;64 Chm components must be applied according to manufacturer's applicatioAmWictions. All coatings must be listed within a current NOA. .... .. 1. Gravel or slag applied at 400 lbs./sq. and 3001bsJsq. respectively in a fl000*d co at of approved asphalt at 60 lbsJsq. 2. Topcoat' Membrane or Topcoat' Surface Seal SB applied at Ito 1.5 ga1�/s� • OR Topcoat° MB Plus applied at 0.5 to 0.75 galJsq.(to be used as a primer) Lfollond by • Topcoat° Membrane applied at 0.5 to 0.75 gal./sq. • • • • Maximum Design Pressure: -82.5 psE (See General Limitation #7) NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Pape 22 of 27 Membrane Type: BUR Deck Type H: 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(3): 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 or (optional) VersaShield' Solo"" Fire -Resistant Slip Sheet installed per manufacturer's installation instructions. ----� Anchor sheet: GAFGLAS' #75 Base Sheet, TriPly' #75 Base Sheet, Ruberoide 20 Smooth or GAFGLAS' Stratavent' Venting Nailable Base Sheet is secured as described below. Fastening Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. 1-5/8 in. Option #1: diameter tin caps 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 two staggered rows. (Maximum Design Pressure: - 45 psf. See General Limitation #7) Fastening Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. 1-5/8 in. Option #2: diameter tin caps are spaced 6 in. o.c. in the min 4 in. wide anchor sheet side laps and 6 ... in. o.c. in the field of the sheet in two staggered rows. • 000 (Maximum Design Pressure: —52.5 psf. See General Limitation #7) • .. • : :0 so Fastening Drill-Tec'" #14 Fasteners and Drill-Tec- 3 in. Standard Steel Plates, Dnit- • • • • 000 Option #3: AecuTrac' Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) Oa;; paced 16 • • • • in. o.c. in the min. 4 in. wide anchor sheet side laps and 16 in. o.c. in the fgJ0c6ef the *eet• • • • • • in two staggered rows. ...... (Maximum Design Pressure:—SZ.Spsf. See General Limitation #7) • • • . • .. • • • • 0;.• •. •.• • Fastening Drill-Tec"' #14 Fasteners and Drill-Tec"' 3 in. Standard Steel Plates, Drjlt--j;' • Option #4: AccuTrac' Flat Plates or Drill-Tec"' 3 in. Ribbed Galvalume Plate (Flat) are spaced M 0 0 '' • in. o.c. in the min 4 in. wide anchor sheet side laps and 12 in. o.c. in theMeldof 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-Tec'" Option #5: AccuTrac' Flat Plates or Drill-Tec"' 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:—99.5psf. See General Limitation #7) --� Ply Sheet: When optional cap sheet is present: Two or more plies of GAFGLAS' Ply 4, Tri-Ply' Ply 4, GAFGLAS' Flex Ply 6 adhered in a fill mopping of hot asphalt applied at 20-40 lbsJsq. installed per manufacturer's installation instructions. When optional cap sheet is not present: Three or more plies of GAFGLAS' Ply 4, Tri-Ply' Ply 4, GAFGLAS' Flex Ply 6 adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's installation instructions. NOA No.: 194919.07 Expiration Date: WNW Approval Date: 11/08/18 Page 23 of 27 ---� Cap Sheet: (Optional) GAFGLAS* Mineral Surfaced Cap Sheet, Tri-Ply° BUR Granule Cap Sheet or GAFOLAS.EnergyCar Mineral Surfaced Cap Sheet adhered in a full mopping, of hot asphalt applied at 20 — 40 lbsJsq. installed per manufacturer's installation instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings mast be listed within a current NOA. I . Gravel or slag applied at 4001bs./sq. and 300 lbsJsq. respectively in a flood coat of approved asphalt at 601bsJsq. 2. Topcoato Membrane or Topcoats Surface Seal SB applied at 1 to 1.5 galJsq. OR Topcoats MB Plus applied at 0.5 to 0.75 galJsq.(to be used as a primer) followed by TopcovO Membrane applied at 0.5 to 0.75 galJsq. 3. Fiber Aluminum Roof Coating. Maximum Design Pressure: See Fastening Above. . . .... .... ...... .... .... . .. .... .... ...... . .. .. .. .... . 0000 .... .... .... NOA No.: 13-0919.07 Expiration Date: 11/04/23 Approval Date: 11/09/19 Page 24 of 27 00 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: TOPCOATFireOut' Fire Barrier Coating, VersaShield* Fire -Resistant Slip Sheet (optional) VersaShield* Solo'" Fire -Resistant Slip Sheet, installed per manufacturer's installation instructions. Anchor sheet: GAFGLAS* #75 Base Sheet, Tri-Ply* #75 Base Sheet, Ruberoid® 20 Smooth or GAFGLAS* Stratavene Venting Nailable Base Sheet is secured as described below. Fastening • Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. 1-518 in. 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.c. in the field of the sheet in two staggered rows. (Mxdmum Design Pressure: —/5 psf. See General Limitadon #7) Fastening Miami -Dade County Approved thin. 12 ga. annular ring shank nails and min. 1-5/8 in. diameter Option #2: tin caps are spaced 6 in. o.c. in the min 4 in. wide anchor sheet side laps and 6 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-Tec7 3 in. Standard Steel Plates, Drill -Ted'" ApzuTrac®.:. • • Option M., Flat Plates or Drill-Tec'" 3 in. Ribbed Galvalume Plate (Flat) are spaced 16 io.o t.in the rain. 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-TUcauTracf • • • • Option #4: Flat Plates or Drill-Tec7" 3 in. Ribbed Galvalume Plate (Flat) are spaced 12 ijt.eo a in 4 �n the m• in. wide anchor sheet side laps and 12 in. o.c. in the field of the sheet in two ,Itaggergd row,f. • (Maximum Design Pressure: —60 psf. See General Limitation #7) • • • • • • Fastening Drill-Te6 ' #14 Fasteners and Drill-Tec'" 3 in. Standard Steel Plates, Drill-Tec"'6A4uTrac• .00. Option #5: Flat Plates or Drill-Tec' 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 2040 lbsJsq. installed per manufacturer's installation instructions. Cap Sheet: GAFGLAS* Mineral Surfaced Cap Sheet, Tri-Ply* BUR Granule Cap Sheet or GAF GLAS EnergyCap' Mineral Surfaced Cap Sheet adhered in a full mopping of hot asphalt applied at 20 —40 lbsJsq. installed per. manufacturer's installation instructions. NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/09/19 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 Ibs./sq. and 300 lbsJsq. respectively in a flood coat of approved asphalt at 601bs./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 6.75 galJsq. 3. Aluminum Fiber Roof Coating. Maximum Design Pressure: See Fastening Above. NOA No.: 18-0919.07 Expiration Date: 11/0V23 Approval Date: 11/08/18 Page 26 of 27 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLASe Ply 4 and GAFGLAS® Flex Ply' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/.' DensDeck' Roof Board or W' 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 ore 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 IT 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. • • • • • • • • S. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value'oT 27S lb£, as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-W.d, ere bef'ow • "" 2751bf. insulation attachment shall not be acceptable. " ` • " :... 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based oa a minimum • • • fastener resistance value in conjunction with the maximum design value listed within a specific sl � • Shoukd thf. 0000 fastener resistance be less than that required, as determined by the Building Official, a revised fVJdV1 spacing.. ; • • • • • • • prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect, 9;ZWstered 0 Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal relistat ce value. . taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application 0000 Standard RAS 117. • • • • • • 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastens :..' 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 milers, 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 comers). 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.:18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/09/19 Page 27 of 27 lX iFU.R14133 - RooSttg SpsEends Page 1 of So BRU NE aEATI FIcxrlan DIN6CTORY , TGFUA14153 Roofing Systems dMdlm Roofing Systems am IM Alps OW Wayne, W 07470-VO USA U4W 9mbwWS 2V or 'MOO" 20 FIT" of'Ituberoid9 Modffed sees Sliest• may be UMWW as en alternate to Typo M base abeeb M say or the niNoWMG CWWffMtltato. in-K VO& OMWO) wp m► board or If". fhamk h( *dMum) GOW0144 b 4YPM UG'DwDeeka noefboatd,"Dowbedt P& Reetbeard" or •DWDaCt Ot.aGuaed" It-Moatd• o6�tR lN�e bjoh►to it' poystyrMb!toed �nrooftp"ftO=JMtrbwWble dek ClOUM0do. When thla b denet�, ht raubrooeeosmkamgdebklbasanmbuat6UarhtrWdedw.Howaa,MebulotrinhbwWand`f�wftM �a "�tM a mbatrtuM Mttttiple as af'111P�GLASA Pry 4' or "iN-PIyC�D Pty4" a "tYt-Ply Ph a' may be adhered 0► Caeor &4*dBe Aypnen LLC •Darn ** ® RoolOeard,' "DattaDe![ PtintaQl Re0lboafd' ew•DatlfOedi DureMaird" RooPooad' In hot roofnG asphalt. "eterpyouat d- UNra" Ir an aaoepisbb aR OMIRK to •®tepy*iwd- its' m any appfmble COosslnaRbtt. • • 'CiAr 8trstavV 00 tsaninatol'" Vettblo cress Sheet phrNsble)' may be tneQlsnbNy smehed er hot mapped ever nollaembustlble dab and at a 1 1ea�o�9eyr�o�ve�retdlHn�O.n�eofylyabenle. wrwv.W `..�� may ba rY.fR.V s:aVer Wfo oYer • • • • 0 • • 6tsroyGWrd"� RF" tnsttKlen M any of the hlbwblo 1Yatw�rts. . , .... U ► �rmini in my efvw tr 1sKMftla b f�bew+ard,nadtluMata"dMwesgh hetem �pblops 2MAN oMr t.tt. c a�fied unt�lhana tnttult�pbCf • • • Unle" olAerwbe htdltated, ON bWAftw may bs adhered wNb nagp IuhtoAdheevpehmsatftdstas tntnon Iet• • i• a• tteafudMO LRr AdaMe oI M ay spiaa NarCombutlbk RofDe* Qanates. 0 RdWnwoee to glass Ober Jidda! " Indade 4WMyGwW Ab"ass Vwj"mt•. . • . 0, "6+erpyOWW" 7ttpered• b art arxepfabklteltt aste to'�afgyfDllald+M• in any lWaable Chsafimtlen. : • : ASPHALT PI.T 8VS I INS t nffl HOT ROOM@ AspWALT • • •• • 0 •• T7yyppee GI asphalt ghes tat bsasitset (VAPMASO #7S safe Shear' or'r+ft* #" saw heat", or "GAF A O *80 ULTwCA� b; a anlh6la . • • eltamata Pow Type el aaphak Oros fiber * shaet(vAPGLABe pK 4• or wr"we M 4', or IGAFMMO Ply 6y bt the c�.fs A, s or C loot ttyattene Indkttad bebw. 7be red' dark MW rest be mswad vdlb ant pfy iTa 02 malt aaturalw ow met bshoat "GAr shm"ents Elm! lotaw"' Vanftq Dose Shaer ��' or w6AFhwftft dMahtsteM" VMtRtp dse sheet pVsuapte).• Pattbntad beer tbeets to be bowRaft! or"adhered wjth hot n+ ft nefabta bsw shasb veto ba madwninly atbd" eranuh fide down. Aa an optbO Type Q! afppttltstoss that bale sheet tdC3 tl'7b eras Sheaf or'M-yfytb tRm seas 9heaN err *GAFGIAS� #!0 UL72M11" ew'GAF Strotrtvsnits ltlrnhprto�' 1Mttlttp ease 8haet QVat� 6e anbatllnted forTfPO GL afpfttlt 0bm Mbar * sheet ("G MAS! Ply 4• or''i1F!'" Ply 4" or Y,11P6LA8� Py a'7 es Rhe neAed boa piy M the lblbwtn0 ayakems. sotto, ply or best •heat may be aM mapped, spot snapped ew med... kn y hstwted. tJnlees othervrtoa btdlsated, as hwuMlon may be hot mapped ormadwtdaNy hstoW •GAMMO PfafiW a %dwraMl May be Wed fbrrha lng In say of the Claw A. a or C aystes Wad beh w. 4wben "pettba• R rekffl sd, Oft fttdudas'GArltwtP PM4ALftPW or any offiw UL C k Iffad pelf: btsuk"M vwhed stone er ahp st: stlttsbis altamates for ylrovel M any dtNre Clps s er C systems fated. Struetwd txmertt fberbuf V units are ee "W" sultrbr*to be bxh" ao a dads M ttta toeowtnq Chsa A, a or C syatanla feted owr C;..lff 2 or MC. The use of rgwm bead nttdew any ortbe IMWAIS CkW A, S er C ev to does noc adverrafy sftnet the ratliNq, the ttaa et Ne-1n. minbntun+ tMek pypaum board le an sottnpta6k eRenteke 11fr trdtlhtttan btauRatfott over F15/J2 thlt k roar dada. 'ttpJRiataba ml3Lcom/cgi-ban=VAeg*id 2Y8MAPRAMP✓sboapaPIIW?nemo-T(3 .Rl415l&oo— V17tA15 •• TGFU.R14153 - Rooftg S7ekma Page 2 of SO The use of OGVSWane bwtftdw beard batmen mWn viv, , 0-hu W* pm to beard and deck WMh tosM pope►Cpe UWMM PsDarlpelystyrOndpdfNe) is a mftbb ONMB a for pelYl"gmurW a board Mt the MIW MO CbMs A, B or C ayseenM, am ed"I RA" or•repared nA".ar • fault en M mm of"W fbpawtrra Clew Lena. ' oYGusrdw Cenmealte M may be substlhrbad fbt oily Antes RooAnd carp, potyttaayaniMate Trumbuff'Perma 14W may be umlltad whh WWofthe fbllowMg "Asphalt Peft 9yseems with Hot ROO" Asphalt'. "GAMA10 #" ►eemdum Sava Sheet' may be used M any of the fb% Wnp systems, •GAPtWO Pleas Ply V Old OTH-P" t1lba4fardbfe Ply 6' are sulbble aft im t>o %ARRAm py e 'GAFnm Fern mllb Retwe Beard' my be wad in Mau of any partite bnandon rn any ofthe rbt WMW NC Ck"Wagaft unless otherwise 4rdleetb4arhy of the'AtpMltRalf Sysbrnt wNh Hot Rooftop Asphalw may ba sure r a waft nibpWAl* Fkwhhdd MB' at 2% tO 3-10bN100-W. 'Rub& W® Dual DmodhO may be used at an alternate to "RubMWO Mop SmeeMr' or'RubaWO 20" or'RebvW* 20 MT'. "Rub"W® MOP Smooth i.S" may be wed as an aft, fists to 4WberoldS Mop SrnmW Gate A, s and C Not roeAnO aepbaft; IN the WM WIN* and On licit or madMfed bf "N membrane. 'Rob&" Nest We SW MOMO mmrbme may be seed r 4W of'lmbarolds Mop" SW proftft M any vWkable Cl UMClUft. Mitts A 1, Dealer C-I"I 2ndlim S insms"m (0pVerAW, — One ormore layers per&!e or wood fber or pdd Aber er fAm to or of etfiana w Campoalta orpaefibe/ur�uhe mrrrposfb or woad flbar ay raft aemposlb er� Oily thldaress. my Sheak —Thra or more 01 or'GJiRs1ASe My d` or'r-16" Ply 4' or'GAFO WO PV P Mt mopped. swf dmt — Gravel. 2. asks C_" 3Ndtnes 2 •• • ZnststaMea COpMasrsrf): —One K MIOM WAYS 1101 to or wood Aber or Odta Abor or pofybeCyawNtS or urathsne or oompoafba or parilte/ereMraM! aanspaeAheerwoe�d�Ilwb�er�laO�o�MbYe,Cyanuratle oenlpeatpa er phho"Oft arnyy Wdahus. • Ply Sheet► — Time Or more t9i, er �nr"vole r.I �'ttf•Pl� pt�r 4• or awv.+w��7 pl�r a'. 000 000 MpyTyOa Mth" sarhoad Cap Shoat' or ITfj6 y® Mineral ft?MW trap Mod' or'GAPOLaf • • • Moralsudbcoddp9(be!"� • • 3. Deeb NC 1<Mdtmt 2 stwufatlen to rI —One or mire b"m p mms wood fiber.Ohat Aber, poh"oe, lulate, uKiherta Palltypolyhoeyemrratt dembdstte, P10" /ureMarrs eorMpohdty ►hoed fbaprPolyMaroyaherafs compeslba, PhsMdlO, 24% nwsormm. Pw Sbeeb — Twhr — ,.tore phr a el PGtA&s 4" • • • • • • Ply . "lrt•Plys PIy4• ar�5ltt�tASs Ply C. • • • Csp sMe6 —Oft py o1 MMeral ARfeoed COP Sheet' or •Td->•lys MMeml SurflsCeO Cbp Sheet' or'GAFMWd • ftergymp slat mmem &u &end Cap shoat: 4. Dada Cdb/32 inoflMet I • • • silo sfieeb COPtIMMI)t — Red ralh papa, ndW to detL 2Maulglett WPOSIM0 — Any M100rON P$I t or Wand fiber or $m Rbar or Wilke mt"ftMy raft or adhered wRb 0M6 bm 'Oh+send MastanMO SPOW or Mu NL CbwNlod UMM &SWelve, Saae b — One ply Type GM MAMAS& 07S Sena SheW or R'rt-t" r17s Sal ShOW OW be naW, pw hafthm" r on. er •rd-*M Pry 41 or QVW-4Ss Py a% Coparid-" Mewaf gdf lb d COP 3heat" or "G1AFGLASs t'atsroydrp- Slat 6a fkad ep a iWfte. �'ir Suvftdwg (OPllerral)s—'TOPCMM DWVVCM- lssstomerle cxetnp' ap*d at a hale of 2-peVlCW. S. Dedtt NC atdfAeS 3 ■ate tifieab — One Ply Type 42'WMASl1 #73 Sane slow or'rN" $73 see abate•. PI►Sheab — Om ap'IyROM PIUS Gi'WGLAB* Pry 4' or RW4" Rf 46 or I&RIUM& Ply a". CRP Sh 11P'" seal Mineral llsrfrtad aO 03 Oat Mbmi MuftO d OP SNOW Or'rrh" Mineral SnMleed Coo Shut' or'GU*LA6* EFftt a. Oeski C-13M bmftol 2 z nt — 0na or mom layers po ft oft" Aber, Pot Nwmmurata, umakams, padMe/pd"oey mil to mnoo ft pwfRa/ursthaee 1 IN Mdr %Utu Cofblt a MIfikn m of 64nrflaM plywood do&johht,). on or "me plkslYpe 6I Orlype 62 or type Cm Merrrbrarlas — Omer font 'ltnb.ralde nR dr Smeofh' er "RabotWe Torch Grm W Or-%&WOUS Tereh eMtdo ► e or'wbeeo" MOP Smooth" Or ftbsm" MP Smoetfs UP Or 446WWO MOP $feed PMt' or •WGsbmNS Mop @mW or%tram Map pm G3'Mnult' or*R00R4d*I" SW Mod hd 6NMW at "ftl.P" SSS Modlfkd &Kamm Mambrana' er "ROOPMatrbM APP MOON Glahultr" or lyd4lys TP 4w er'T*ft@ TP-e or 4U&w ids Owl smOW. ,ttpJIdsbabsale d mom/gO-bi VM/templftis/!►1 ?name—TCWU.R14153-&=.» 2/1 Ass ••