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RF-16-2260
t Inspection Worksheet ! Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-265233 Permit Number: RF-8-16-2260 Scheduled Inspection Date: September 30,2016 Permit Type: Roof Inspector: Mesa, Michel Inspection Type: Final Roof Owner: GUARCH, GERARDO Work Classification: Tile/Flat Job Address:335 NE 101 Street Miami Shores, FL 33138- Phone Number 786)586-7756 Parcel Number 1132060135211 Project: <NONE> Contractor: EARL W JOHNSTON ROOFING, INC. Phone. 954989-7794 Building Department Comments RE-ROOF TILE&FLAT In actio Passea Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re-inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. September 29,2016 For Inspections please call: (305)762-4949 Page 7 of 32 AC132 Engineering Inc. Testing & Engineering Services Certification of Authorization#8131 Roof Tile Uplift Test Report Tel: 954-245.8976; Fax: 954.301.7776 P.O. Box 823612 Pembroke Pines, FL 33082 Attention: Miami Shores Village, Building Division, 10050 NE 2nd Avenue, Miami Shores, FL 33138 Client: Earl W Johnston Roofing, Inc. Test Date: 09/26/2016 Permit#PF-8-16-2260 Guarch Residence Property Address: 335 NE 101'Street,Miami Shores,FL Roof Pitch: Type of Tile: Roof Area: 3 in 12 Entegra Roof Tile 23.00 squares Tile Attachment Method: Two Component Polyurethane Foam Adhesive-Poly Pro H 160 Field Instrument : IMADA Force Gauge 0-100 Serial number:243454 Test Location Total Number of Tests Field Uplift Pull Test Test results Perimeter Area: 10.00 sq. 10 As per FBC 2014 Passed Field Area: 13.00 sq. 13 As per FBC 2014 Passed No.of Corner: 7 7 As per FBC 2014 Passed Ridge Areas: 144 pcs. 15 As per FBC 2014 Passed Important. These laboratory results can change due to future weather impacts and/or unavoidable roof traffic.Therefore,this report represents the TAS 106 results at the time of the test. Please see attached a Roof Sketch for this project. Cordially, ACB gineering Inc. (NOA 09-1005.01) A i Acevedo, PE FI g. No: 36466 OG `Z6 I too ACB2 Engineer ][11C. fing me ermg and Laboratory Selz-ices P.O. Box 823612 Pembroke Pines,Florida 3308'2 Phone: (786)286-7574 Fax: (954)450-3219 I • H 5w -- Miami Shores Village offal RUN SE4 3 0 2016 1 Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 fitoR ' -- ------- - — Tel: (305)795.2204 Fax: (305)756.8972 RE: Permit# g-� (p a:� ® DATE: t INSPECTION AFFIDAVIT Ido✓� licensed as a(n)Contractor/Engineer/Architect, (PrW name and oWe Uoarrse Type) FS 468 Building Inspector License#: On or about/g L ,I did personally inspect the roof deck nailing (Date&eme) work at 33 95 Wti 10 ( S-W�0-, (complete Job Site Address) Based upon that examination I have determined the Installation was done according to the Hurricane Mitigation Retrofit Manual(Based on 553.844 F-S) Signature j State of Florida County of Dade: i The undersigned,being the first duly swom,deposes and says that he/she is the contractor for the above property j mentioned. Swom to and subscribed before me this__ is day of i i� Notary Public,Sate of Florida at Large M/\ MEGA ROMEO Commisslon#FF 988577 Expires June 22,2 i120 �soo Tote { °fib i4`�c• BondedThNTmy 'General,sumng,Restdenfie,or Roofing contracors or any hd0dual ceAbd under 489 F.S.to make such an 11 a of each one of tho root with peW a and address 8 deafly shown marked on the deck for each insperdion Revised on(7J102014)521=M 1 26 Miami Shores Village T !O$ g` �r 10050 N.E.2nd Avenue NE ` +' ue � ` lC? 15fC trt T)l+»IFlet ... , Miami Shores,FL 33138-0000 er OY i RAS Phone: (305)795-2204 Expiration: 2107/2017 3 lassos date 8f1112t11 Project Address Parcel Number Applicant 335 NE 101 Street 1132060135211 Miami Shores, FL 33138- Block: Lot: GERARDO GUARCH Owner Information Address Phone Cell GERARDO GUARCH 335 NE 101 Street (786)586-7756 MIAMI SHORES FL 335 NE 101 Street MIAMI SHORES FL Contractor(s) Phone Cell Phone Valuation: $ 22.617.21 (954)989-5666 EARL W JOHNSTON ROOFING, INC. 954-989-7794 _.._._ __... .. _ ._ .... ..,_ _ ......m. Total Sq Feet: 3300 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF TILE&FLAT Inspection Type: Classification:Residential Up Lift Report Scanning:3 Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-8-16-60951 CCF $13.80 08/11/2016 Check#:13483 $880.56 $0.00 DBPR Fee $4.88 DCA Fee $4.88 Bond#:3191 Education Surcharge $4.60 Permit Fee-New Roof $325.00 Scanning Fee $9.00 Technology Fee $18.40 Total: $880.56 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-na tractor to do the work stated. August 11,2016 Authorized Signature:Owner / Applicant Contractor / Agent Date Building Department Copy August 11, 2016 1 Miami Shores Village AU 12016 , ems\mac°� 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 FBC 20� BUILDING Master Permit No. I —221 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC Q ROOFING ❑ REVISION ❑EXTENSION E]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION SHOP CONTRACTOR DRAWINGS i JOB ADDRESS: f�E i OI S City: Miami Shores County Miami Dade Zin• Folio/Parcel#: I I- 'iso P 013 S fid) Is the Building Historically Designated:Yes NO i Occupancy Type: RCS Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Phone#: l Yto-akjp-77S-'W' Address: 335NE I-01 & city: I ilkiMl aft •°3 State: T-L Zip: oils Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Earl W. Johnston Roofing, Inc. Phone#: 954989-7794 ,I Address: 5721 Dewey Street City; Hollywood state: FL Zip; 33023 Qualifier Name: Earl W. Johnston Phone#: 954-989-7794 State Certification or Registration#: CCC057073 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address City: State: Zip: Value of Work for this Permit:$_�?,�17 uar /Linear Footage of Work: 31Y Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: p��t]� -nxz ]Specify color color of color thru tile: 3 L-ATL 1nAtjf 10- t &�f-i�u-e--j Submittal Fee$ Permit Fee$�� W CCF$—L3 - c9D CO/CC$ Scanning Fee;- . G�3 Radon Fee$ DBPR$ %4 * & Notary$ Technology Fee$ Iy • 40 Training/Education Fee$ Y • G® Double Fee$ 10 Structural Reviews$ Bond$ S00 - !2� TOTAL FEE NOW DUE$ ��E'Q - (Revised02/24/2014) ('�� Bonding Company's Name(if applicable) Banding Company's Address City State Zip Mortgage lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and Installations as indicated. I certify that no work or Installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction In this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the frost inspection which occurs seven (7) days after the building permit Is issued. In the absence of such posted notice, the Inspection will not be approved and a reinspection fee will be charged. aAI I Signature Signature 41 1 '- --.J OWNER or AGENT C NTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this j day of 6-V 20 �by day of20 _,by moo" a)-a a n ,who Is personally known to Earl W. Johnston who is personally known to me or who has produced 40 lr as me or who has produced as Identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print Print: 0 . ,, MEGA.ROMEO Seal: CommleslonI�FF988b1T Seal: 1A.- P Vit-Expires June 22,2020 ExpireeJune22,2020 �'�...ig•'' sotd+aTiwrropF.>ninaa�mo.eoototo ''�P,l. g•'' 5wdWThmTmyRPk=wp8W4W7M9 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Ree1sed02/24/2M4) Miami-Dade Official Records -Print Document Page 1 of 2 AUVAI201s II!l1111111111111111111111111111NIIil11111lI GF'N 2016RO416523 CLZ V Oft 6K 30156 Pss 426-427 (2P9s) RECORDED 07/18/2016 15s38a47 Prepared ReturnDEED DOC TAX $4v536.00 Richard A. Golden, Esq. HARVEY RUVIN, CLERK CD URT MIAMI-DADE COUNTY. FLORIDA Kramer b Golden Y.A. North Miami 5 3§161ite 512 KGPA File 01-16 Parcel W Number. 11-3206-013-5211 Warranty Deed (� This Indenture, Made this 9 day of , 2016 An.. Between ZAIMm AM4ED, joined by her husband,_—DAN}EL 3CErKARTZ of the Canty of Broward , stale of Florida ,grantor, and GERWwo GUARCH and HEIDI HAMM, husband and wife whose address is: 335 NE 101 ST- , MIAMI SHORES, FL 33138 of the county of Miami—Dade , State of Florida ,gmia • WitneSSeth that the GRANTOR,for and in wasidetation of the sant of e • :000 •••••• ------------------------TEN DOLLARS ($10)-------------- �� Y- ROUARS • and other good good and valuable consideration to GRANTOR in hand paid by GRANTEES, the r—iPt whe�fi•hajeby acldb��d¢id•has ••••i• granted,bargained and sold to the said GRANTEES and GRANTEES' heirs,successors and assigns forever,tl a 1111 ing described twA situate. • • 990 lying and being in the County of MIAMI-DADE Stets of Florida m wit •••••• Lot 18 and the West 40 Feet of Lot 19, Block 38., ADENDEP P7E►T OP••••• ••••• MIAMI SHORES SECTION NO 1, according to the Plat thereof, as recorded • • in Plat Book 10, Page 70, Public Records of Miami-Dade"MS3isty, :•••:•00 so �����• Florida. . • . • ••..•• a , � x ter. aG \� ``4 DAr �y .. x V i f I`FY/3 T i O��C�,I•`-1 1r'I ICE W!FH ALL FEL F_R'\L and the grantor docs hereby ftdly wur nt the title to said land, and will defend the same against lawRd oiaims of an persons whomsoarer Ly GonvaW by p t3ls,lay 9y9e61ee,2015 (963)763.5555 Fmm MWO-2 Book30156/Page426 CFN#20160416523 Page 1 of 2 https://www2.miami-dadeclerk.com/Public-Records/PrintDocument.aspx?QS=YaoUfozxry... 8/9/2016 th 9999 9999.. 9999 . . 9999.. 9999.. 9999.. . 9 9 99 . 9999. . 6.6•9999 9999.. 9660.. 9999.. . 00*00 • ...6.0 0.6.06 99. 6 6 . 99.. 9999.. • • 6.•• • •• 0 00 ._ sc: Miami-Dade Official Records -Print Document Page 2 of 2 OR BK 30156 PG 427 Warranty Deed-Page 2 LAST PAGE Pareei ID Number: 11-3206-013-5211 9'Hereof,the grm=has heraanto set her hand and seal the day end year fust above written. nd delivered in ur p ce: � �� (Seal) rin N ZAINM AffiED 1✓PiirAe88 P.O.Address:1162 H alforo Mile N2,HI RO BEACH,FL 33062 Vi AAA �• (Sl) Printed Name A- DANI 3CHOirAItTZ ea Witness P.O.Address:1162 Hillsboro Mile tit,HIL RO BEACH,FL 33062 STATE OF Florida COUNTY OF Broward TU foregoing instrument was acknowledged before me this day of 5 by ZAIZW ARM=, a married Froman • • ••••k Soo*:* • •• • • who is personally known to me or who has produced bar Florida driPr ji nSe as idea an. • • • • • 0000.• is • + • otary Pub is .•.• . ••.•. My Commission Expires: • • 0000•• • • 00000 • • 0000•• 00 •• • 0000•• • • • �1 P.NSIRI'DUVi • • WCMM88ICNtFf06 / • • •••••• SEB:JIeM 1 2017 •••••• • • • 0000•• 0000 • • 00 0 71-16R IyerCimmudt90131ep1eY8yatwq im,2616 (663)763-5333 F—MVID-2 Book30156/Page427 CFN#20160416523 Page 2 of 2 https://www2.miami-dadeclerk.com/Public-Records/PrintDocument.aspx?QS=YaoUfOzxry... 8/9/2016 k 9999 • 9 9.060• •0 9• • • • • • • 9 • • 9999•• • •6 9999•• i • • • 9999•• •9•••• • • • • 0 990 9999•• • • 000:0• • 9999 9999•• •0.• • • • ••996• 9• • • • 99900 • • • • • • • • 696••• • • 0 • • 9999 • •• 1 Miami �5) hores 'Village Building menj 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNEWS"'S AFFIDAVIT OF EXEMPTION ROOF TO MALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE. BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.884 F.S. To: Miami Shores Village Building Department Date: /� 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: 6:iflz ► G,)Aj?C/ •••••• Property Address: f0Z ® ,S f" .....•— .•.•:• Roofing Permit Number: :" Dear Building Official: . . o•••• certify that I am not required to retrofit the roof:8%*onneptions of my•...:. building because: ...... o The just valuation for the structure for purpose of ad valorem taxation Is less than$300,000.00.Please attadh ploof of ad •'• valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions of 1994 edition of the South Building Code(1994 SFBC) Signature 120�— 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 property �p p pe►ty mentioned. Sworn to and subscribed before me this �1 day of MEGA ROMEO BUM Notary Public, Sate of Florida at Large ; ComtftJm2Z 020 Ex�Ues�tfna 2Z,2020 •.,. BoadedTiwTrayFdaUwcanae0W6i7018 when ft just valuation of the structure for purpose of ad valorem tion is equal to or more than Sxo,000.00,anti the bu SFBC.Then you must provide a building application from a General conhctor for the Roof to Wall connection Hunt�ne Mt wasnot constructed with FBC nor a 1994 t 0000 0000•• • •• 9• •9• • • • • •0000•• •0900• • • • • 0000 •••9.9 + • +0000 • 0000 •••+o • • 0000•• ••9••• • • 00• 0000•• • •• 4 N. �-4 ,t Property Search Application- Miami-Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:8/9/2016 Property Information Folio: 11-3206-013-5211 Property Address: 335 NE 101 ST Miami Shores,FL 33138-2424 Owner ZAINAB AHMED 335 NE 101 ST Mailing Address MIAMI, FL 33138 USA Primary Zone 1000 SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 3/2/0 LU Floors 1 Living Units 1 Actual Area 2,850 Sq.Ft Living Area 2,260 Sq.Ft Adjusted Area 2,690 Sq.Ft Taxable Value Information ...... `..'�' •. �;• Lot Size 10,350 Sq.Ft ••'2b1d 2015 ' Zg14 Year Built 1951 • • County •*000 • •••••• Assessment Information Exemption Value X6040! •$50,!00 •• 54,000 Year 2016 2015 2014 Taxable Value JA 8,%48 316,384 •W:1477 d Boar Land Value $258,854 $248,669 $217,267 School • • • • •••••• Building Value $187,224 $187,224 $182,382 Exemption Value ;$25.0"' • $25,000 •J7�5�Q00 XF Value $0 $0 $0 Taxable Value $343,948 -$34 4,384 • $338,477 Market Value $446,078 $435,893 $399,649 City Assessed Value $368,948 $366,384 $363,477 Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $318,948 $316,384 $313,477 Benefits Information Regional Benefit Type 2016 2015 2014 Exemption Value $50,000 $50,000 $50,000 Save Our Homes AssessmentTaxable Value $318,948 $316,384 $313,477 Cap Reduction $77,130 $69,509 $36,172 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption $25,000 $25,000 $25,000 Previous OR Book- Sale PricePaQualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County, Page School Board,City, Regional). 08/26/2011 $457,000 27826 Qual by exam of deed 2853 Short Legal Description 11/01/2003 $365,000 21873 Sales which are qualified MIAMI SHORES SEC 1 AMD PB 10-70 4074 LOT 18&W40FT LOT 19 06/01/1997 $0 17722- Sales which are disqualified as a result 3774 of examination of the deed BLK 38 LOT SIZE 90.000 X 115 OR 17722-3774 0697 4 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:/hvww.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 8/9/2016 sees ••segs sees • • sos••o a •• •••os• • ss•••• • • • • sees •egg• • •se• sees• • • •••e•• ••segs • •00 00 • • • •ego•• ••sees • • • o • • • goes • •• • • SECTION 84402.13 HIGH VELOCITY HURRICANE ZONES-REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSiDERATIONS R4402.13.1 Scope.As it pertains to the section,it is the responsibility of roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally,the following items should be addressed as part of the agreement between the owner ant the contractor. owner' al in the designated space indicates that the item has been explained. 9. etics-Workrnanshlp:the workmanship provisions of Section R4402 are for the purpose of providing 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 part of the agreement between the owner and the contractor. �Renailing wood decks:When replacing roofing,the exist •••• e =. rowith the current provisions of Section R4403. wood k may hl ie fo be t ovin existing roof system). e roof deck wally coeprior ••.;• Common roofs:Common roofs are those which have no visible deim �•• Atweeri:nergliliaring un' (i.e.,t nhouses,condominiums,etc.)In buildings with common roofs,the roc •••• f+►►�•oontractoi�I;dot ••:••' °r a u(d notify the occuparrfs of adjacent units of roofing to be performed. •• ••' ...... ,r r, Exposed Ceiling:Exposed,open beam ceilings are where the underside of tf�e roof�eoldngcan •••: be viewed from below.The owner may wish to maintain the architectural appearance * re :so**: penetration of the underside of the decking may not be acceptable.This provides the option of maihtaiiiin�the appearance. Ponding water.The current roof system and/or deck of the building may not drain well and may 4- ater 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 gins ng system is removed.Pounding conditions should be corrected. Overflow scuppers(wall outlets):it is required that rainwater flows off so that the roof is not overloaded from a buildup of water.Perimeterledge wall or other roof extension may block this discharge If overflow scup rs(watt outlets)are not provided.It may be necessary to install overflow scuppers in with the requirements of Sections R4402, R4403 and R4413. Ventilation:Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly(the building itself).The existing amount of attic ventilation shall not be reduced.It may be beneficial to r additional venting which can result in extending the service life of the t—' Owner/Agent's 9 1010111 05 e Contractor Signa 7/4' / Date Revised on 719!2009 LD .... . 0000.. 0000 . . . . . . . . . . .. .....• 0000. 0000.. .0000. 0 . . 0000 .000.. . 0000. . 0000 0000. . 0..000 0000.. . .. .. 0 . . .0.0.. 0..000 . 0 . . 0000.. 0 . . 0000.. a ROOFA8615M9WB9 AND ROOFTOP STRUCTURt:e r Florlde Bulld/ng Code 6th Edition(2014) High-Velocity Hurricane Zone Uniform Permit Application Form. Section A(General information) Master Permit IJv. Process No. ContraoWx Job Address —?-h— 44. zc i 3r ROOF CATEGORY LOW Slope ❑ Mechanically Fastened-lie X-McWAdhesive Set Tiles 0 Asphaltic Shingles O Metal PanaMngles ❑ Wood S ftles/Shakes 0 Prescriptive BUR-RAS 150 ROOF TYPE D Now roof O Repair 0 MaMtenance Reroofing 0 Recovering •sees e .... ....•. f ROOF l3Y9TEpA INFORMATiO • Law Slope Roof Area(SF)_/gpj Steep Sloped Roof AREA(SSF)—,�f_00 Total(SFS ���® •• e••e•e •e ...... .. . ...... •o•..• Section 0(Roof Pian) .••••. :...:. e Sketch Roof Plan:PAWS aft levels and sections,rod drains,scu ..•• •...• akua;of sections and levels,clearly fdeMlly dimenetons of elevated ppers,overftaW scuppers arsi overflow emelt%Jnc ludedmen► ..:..• pressure zones and location of parapets..• s •••••• . .. . ...... .90 sees.• � . • ••.••o • • j • • • ..sees j .••• • • a q 3 LA �.._5'•51 e � o b C6 Ra 1 .Bt � \ T 18' 6 18' r • m 39' a ► `1 7 io 28: 2¢ S FLORIDA WLDM CODE—BUIL DWO,lith EDMN(W14) 18.37 1 • • • • ooes•e •••••• • • • • Osseo• • • • • • • • RQOF ASSEMBLIES AND ROOFTOP STRUCTURES Morlds 8010ng COO8th Edition(2014) High-Veiooity Hurricane Zone Uniform Permit Application Form. Section C(Low Slope Application) Top PIIFasteners rq Material: Fill in specif a root assentbty components and Identify "'D i j���— f�-1 t s tf manufacturer Surfacing: (if a component Is not used.Identify as"NA") Fastener Spacing for AnchodBase Sheet Attachment System Manufacturer. G pir— Field:_OL'oo 9 Lap,#Rawl 2- ® L"cc Product Approval No.: Perimeter: 6 'ca®Lap,N Rows cc Design Wind Pressures,From RAS 128 or Calculatlons: Comer. �' "cc®Lap,#Rows q® 'cc P1. <-�i 2- $ P2- `-71-7 P3. --108 Number of FastenrAZiew—= Insulation Board: I� • �Max.Design Pressure,from ft product Flab ager —r— approval gym: Z'S IllustrateComponentsNoted and BailsnastApp�ble: Deck: �8rniouss Cleat,CCant� Strip EdgeTo asNg Counts , Type: WOW _ Coping,� . . so** seeoos , Indicate: Mean Roof Melght, Parapet Might Hetgltt'Vippe • k (�r' �$ Flashing, Component Material, MateMelal leWme, Fastener ••••o Gaugarrhlokness: s 1 • Type,Fastener Spacing or Submit Manataetnrers Details that Slope: F LAT Comply with RAS 111 and Chapter 1 gr•••e ;...;. •••• 0000 • 0000. citor/ease Sheet&No.of Ply(s): 00:00• i 0000.. •• •• a Goose* nchorMase Sheet FastenedBonding Material: i eesee nsuiatlon Base Layer ..G 0000 .0•••• . . . �Ap ISLA Parepoto ase Insulation an Thrgy�l� � Hsi t j se fnsulatl nc g r" q. op Insulation Layer. op Insulation Size and Thickness: Mean Roof op Insulation FastenwlSonding•Mater al: Height i Base Sheet(s)&No.of Ply(s): '14 (2 C i Base Sheet Fastened8ordpg Material: ►`lu"i• is tjprj -0SWI nc,TIM 001 - - Ph►Shasta)&No.of Ply(s): Ply Sheet FastanerlBonding rial: 1'Gntl.Cili�il► t-�:� ra�t� �,� f Top Pty: ism FLORIDA BUILDINO CODE—BUILDING,Sh EDMON(W14) _ ease ...... .... . . ...... . •• ...... .••..• ••a• .•... . .... ..... . . ...... • • • •••••• •aa•.• • • • • 0000 0..0 • • • L ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Rohde Bt fi t?g Code 8th Edition(2014) High-Velocity Hurricane Zone Uniform Permit Application Form Section D(Steep Sloped Roof System) Rocl System Manufacturer. tWTt-16044 Notice of Acceptance Number: — ( U2• ®(0 Minimum Design Wind Pressures, f• Ilcable(From RAS or Calculations): P7: g• ( Pt: '3nnpaay fD� i4�I bo Deck Type: � RType Underlayment alSlope: X655 : 12 Insulaforr . . .... ...... Fire Barrier: n ' .. .. . Rtdga Verit8tion? Fastener 1 ' II type&spacing: 4 ' � •••••• Adhesive Type, •••••• `—+' •• ••' fIj } iV ...... •••••• • Type Cap Sheet C • b#1 X" . ...... Mean Roof Height:_ Roof Covering •• • _ �tlClaP� 11 LL Type&Size Drip 11 C-+ &pW 31) Edge: i FLORIDA BUILDING CODE—SUILDINS,Su,EDMON CM4) Ism 1 � sees sees.• sees • • sees•• • •. .•••.e e • • • • ars• sees• • • •sera• • ••e••• • • sees • o• , ROOF ASSEMBLIES AND ROOFTOP 9TRUCTURES F/otlde Buliffing Code 5th Edition(2014) High-Velocity Hurricane Zone Uniform Permit Application Fenn. Section E Mile Calculations) For Moment based 1118 riftnIs,Choose either Method 1 of 2.Compare the values for M,with the values from M,.If the M,values are greater than Cr equal to the K values,for each area of the root,then the We attachment method is acceptable. Method 1'Moment Raced Tde Calculations Per RAS 12T (PI mi X 76 a�L . } tytg7 d�Os IIA,,�6 9� Product Approval M, (66 5 Product Approval M, 61..S Product Approval M,—L 6.CZ Method 2•Simpdffed Tito Calculations Per Tante Bel Required Moment of Resistance(M,)From Table Below 3k,Product Approval M,required Moment Restatanoe• Mean Roof Height MY MY Roof Slope 2:12 34.4 38.6 38.2 39.7 42.2 •••• 3:12 i32.W 34.4 38,0 37.4 39.8 •....• ...... 4:12 .4 32.2 33.8 36.1 37 •• : •• . .• 8:12 28A 30.1 31.8 328 34,g••� • •• • •••••• 8:12 28,4 28.0 29.4 30.6 32. ' •••• 7:12 24A 26.9 27.1 28.2 30.0 • :•••:. • ',Must be used In conjunction with a list of moment based go systema endorsed by the Broward County Board el,Flutes and ••0••• Appeals. .. .. . •• ...... For UpM based die systems use Method 3.Compared the values for F wirea ts the values for Fr.N the P values q*g,1[ar than or • •, equal to the Fr values,for each aof the root,then the tde attachment method Is acceptable. ...... Method 3"Upd[t Mesad Tile Calculations Per RAS 12T ...... i (P1: xL_=_xw*n I-W:_xco28._=F„_, Product Approval F •• •••�•• • (P2_x L_= x w:= I-W:_x cos 8_=Fa i Product Approval P •• (P3: x L =_x w:__a-W., X cos 8 _Q Fa_ Product Approval P i Where to Obtain information i Description Symbol Where to find Design Premie P1 or P2 or P3 RAS 127 Table 1 or by an engineering anatysts pre- pared by PE based on ASCE 7 Mean Roof Height H Job Ste Roof Slope 8 Job Site Aerodynamic Multiplier x Product Approve! Restoring Moment due to Gravity M9 Product Approvai Attachment Reef umce M, Product Approval Required Moment Resiatanoe M Calculated Minimum Attachment Resistance F Product Approval Required Uplift ReMlance F, Calculated Average Tde Weight W Product approval Tits Dimensions L =iWgith W=vddth Product Approval All calculations must be submitted to the budding oitfcfai at the time of permit appltcation. 16.40 FLORIDA BUILDING CODE—BUILDING,Sth EDMON(2(14) 0000 0.0000 0 • • • :0:: •• • •• 0000•• • •• 0000•• • • • • 0000•• •00.0• • • • • 0 000 0000•• • • •0.00 • 0000 0000• • • 0000•• 0000•• • • 0000•• • .. .. 0 • • 0000•• ••000• • • • • ••000• • • • • • 0000•• • • • • � 4 MIAMI-DADE COUNTY MAM PRODUCT CONTROL SECTION is 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)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eoy/economy Entegra Roof Tile,LLC 1289 NE 91'Ave Okeechobee,FL 34972 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 material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. ." . . sees 000000 This product is approved as described herein,and has been designed to comply with the Flgj4 sB*ilding!eJe- .... • including the High Velocity Hurricane Zone of the Florida Building Code. •*•;•• • 0000.. Goes e 0000.. DESCRIPTION: Bella"High S"Tile sees °••• eeeee 0000.. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,t1ty, statt and follovAng•;• statement: "Miami-Dade County Product Control Approved",unless otherwise noted herei».":�: '. . e . . .sees. 0000.. RENEWAL of this NOA shall be considered after a renewal application has been filed and 14 etas beej%gg chang¢sn•• the applicable building code negatively affecting the performance of this product. s s TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 14-1120.05 and consists of pages 1 through 5. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16-0112.06 rn�►Mu�we CoulvTlr Expiration Date:07/13/21 Approval Date:02/25/16 Page 1 of 5 A � SSSS SSSS•• SSSS • • SSSS•• • •• SSSS•• • • • • SSSS•• SSSS•• • • • • SSSS SSSS•• • • e•••• • SSSS SSSS• • • SSSS•• SSSS•• • • SSSS•• • •• •• SSSS•• • • • • SSSS•• SSSS•• • • • • • Soso • •• r ROOFING ASSEMBLY APPROVAL Cate¢ory Roofing Sub-Category: Roofing Tiles Material: Concrete Deck Tyye• Wood 1. SCOPE This approves a roofing system using Entegra Bella"High S"concrete roof tile as manufactured in Okeechobee, FL and described in Section 2 of this Notice of Acceptance. For use in locations where the pressure requirements, as determined by applicable Building Code,do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be prepared as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Bella"High S" Length= 16 '/2" TAS 112 High profile,interlocking,extruded concrete roof tile Width= 13-1/4" Type 2 equipped with two nail holes. For mec L pica],mortar Thickness= ''/z" Class II or adhesive set applicatigns. 0.0••• •••••• • . Trim Pieces 1=varies TAS 112 Accessory trim,concrete..;gofmgieces fgr d�eat hips,,0.4• w=varies rakes,ridges and valley"g4tions. • varying thickness •m•0 m• ••• • •••• :00000 00.06 2.1 MANUFACTURING LOCATION 6.6 6•• • • m e•4 •• •• • •••••• 1. Okeechobee,FL • ...... . 6 . . o . . . . .memo• .604.0 2.2 EVIDENCE SUBMITTED •••4• •m . memo • • Test Agency Test Identifier Test Name/Report 0•••Date The Center for Applied Engineering, 25-7094-(3, 6& 9) Static Uplift Testing Oct. 1994 Inc. TAS 102 The Center for Applied Engineering, 25-7120-(1 &2) Static Uplift Testing Nov. 1994 Inc. TAS 102 The Center for Applied Engineering, 25-7183-(3 &4) Static Uplift Testing Feb. 1995 Inc. TAS 102 The Center for Applied Engineering, 25-721443,4,&7) Static Uplift Testing March, 1995 Inc. TAS 102 The Center for Applied Engineering, 25-7804-4 Static Uplift Testing Sep. 1996 Inc. TAS 102 Celotex Corporation 520111-3 Static Uplift Testing Dec. 1998 Testing Services TAS 101 Celotex Corporation 520191-2-1 Static Uplift Testing March 1999 Testing Services TAS 101 Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 NOA No.: 16-0112.06 r�►MMADE Couw7Y Expiration Date:07/13/21 Approval Date:02/25/16 Page 2 of 5 ...... .... . . ••qq s • 0000•• • • • • •••• 00.0.0 • • 0000• • •..• •o.•. • • 0.00.0 .0...• • • 0.000• • •• •• • 00 000 0 • f • • 0000•• •0000• • • . *fee a . • . 2.2 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Walker Engineering,Inc. Calculations Restoring Moment June 2007 IBA Consultants,Inc. 2421-94 ASTM C 1167 June 2006 American Test Lab of South Florida RT1210.03-15 TAS 112-95 Dec 2015 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications,a static field uplift test in accordance with TAS 106 may be required,refer to applicable building code. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112,appendix`A'. Such testing shall be submitted to the Miami-Dade Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 0000 0 . . 0000 0000.. 4. INSTALLATION 00 0 0 0 0 4.1 Entegra Sales, Inc.'s Bella "High S" concrete roof tile and its component;:$jT1* be installed in st 0 • compliance with Roofing Application Standard RAS 118,RAS 119 and RAS 12D .. 0 a 0•••• 0 000000 4.2 Data For Attachment Calculations00000 . 00000 0 0 000000 0 0 00000 Table 1: Average Weight(W) and Dimensions (I x w)o• •• 0 ••• •• Tile Profile Weight-W(lbf) Length-1 (ft) 0 Width-W(ft) .00 :. Bella "High S"Tile 10.5 1.375 ' 1.08 :.. 0: Table 2: Aerodynamic Multipliers -A(ft3) Tile A(ft3) A(ft3) Profile Batten Application Direct Deck Application Bella "High S"Tile 0.349 0.378 Table 3: Restoring Moments due to Gravity-M9 (ft-lbf) Tile 2":12" 3":12" 4":12" 5":12" 6":12" Greater than Profile 7":12" Bella"High Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct S"Tile Deck Deck Deck Deck Deck Deck 6.19 6.89 6.11 6.80 5.99 6.67 5.85 6.51 5.68 6.33 5.50 6.13 NOA No.: 16-0112.06 MAMI•DADECOUNTY Expiration Date:07/13/21 Approval Date:02/25/16 Page 3 of 5 ...... .... . . ...... . .. ...... 0000•• ease • . .•.. a i�11� • • 0.00.0 • .. .• • 00 0 00 ...... Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Nall-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19/32" plywood) Bella "High 2-10d Ring Shank Nails 28.6 41.2 19.4 S"Tile 1-10d Smooth or Screw 5.1 6.8 2.8 Shank Nail 2-10d Smooth or Screw 6.9 9.2 7.3 Shank Nails 1 #8 Screw 20.7 20.7 18.1 2#8 Screw 43.2 43.2 29.8 1-10d Smooth or Screw 23.1 23.1 19.0 Shank Nail Field Clip) 1-10d Smooth or Screw 29.3 29.3 24.0 Shank Nail Eave Clip) 2-10d Smooth or Screw 27.6 27.6 38.6 Shank Nails Field Clip) 2-10d Smooth or Screw 38.1 38.1 41.8 Shank Nails Eave Clip) 2-10d Rin Shank Nails' 33.1 48.1 : •°°°$0.9 °" :' 1. Installation with a 4"tile headiap and fasterners are located a min. of 2'h"fromm f tile.• • Table 5: Attachment Resistance Expressed as a Moment Mf Vt4bf) . ° • . for Two Patty Adhesive Set Systems 000060 :°°°°° ..• . Tile Tile Application V ARo um Atiaohmeng•' ... . . ..00. .. .. Profile Resistance • 00 e Bella "High S"Tile Adhesive2t.$;•;•00 0 •••••• . . . .... 1 See manufactures component approval for installation requirements. °° • 2 Flexible Products Company TileBond Average weight per patty 10.7 grams. 00 3M'"2-Component Foam Roof Tile Adhesive AH-160 Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Bella "High S"Tile 3M m 2-Component Foam Roof Tile Adhesive AH-160 66.53 3M'm 2-Component Foam Roof Tile Adhesive AH-160 38.74 3 Large pafty placement of 63 rams of 3M'"2-Component Foam Roof Tile Adhesive AH-160. 4 Medium patty placement of 24 rams of 3M'"2-Component Foam Roof Tile Adhesive AH-160. Table 7: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Bella "High S"Tile Mortar Sets 24.5 5 Tile-rite Roof Tile Mortar. NOA No.: 16-0112.06 MIAM4�4DBCOVPnY Expiration Date:07/13/21 Approval Date:02/25/16 Page 4 of 5 .... . . . .. .. s • • • • •����• • • • • •��• •����• • • • • •����• • • • • • •����• � • • • •����• • • • • • • • 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen in detail below,or following statement: "Miami-Dade County Product Control Approved". OR v��7ENTEISRR ,� ENTEGRA SALES BELLA"HIGH S"CONCRETE TILE LABEL (LOCATED UNDERNEATH TILE) BUILDING PERMIT REQUIREMENTS: As required by the Building Official or the applicable Building Code in order to proper evaluate'Ma installation of this system. This Notice of Acceptance on its own cannot be used to jo�btaip a build ng permit. • ...... .. . ...... PROFILE DRAWING •••••• .... . ..... ...... . . ..... .. .. . ...... . . . . ...... 16-��� 13-4 2 END OF THIS ACCEPTANCE NOA No.: 16-0112.06 MIAMI-DARE COUNTY Expiration Date:07/13/21 Approval Date:02/25/16 Page 5 of 5 .... . 0 0.0000 .... . . 0000.. . .. 0000.. 0000.. 0000.. .00• 0000.. 0000. . 0000 0..0.0 0000.. . ..0.. . 0 . .0.... 0.000. . 0 . . 0000.. 0 0000.. 0000 . 0• Y P MrAW-DADS COr)NTY DEPARTbENT OF PERM rnN%ENmore m,AND RBOuLA,TORYAFFAMS(PERA) PROD,]c SW 2MROL SEMON BOARD AND CODS ADMIIVI81 &,U0N DIVISION Stiff Room 208 T(786)315-2590 F(786)1 -2399 NOTICE OF ACCEPTANCE OA 3M Company mman WdIdexalim 3M Center Building 02204)&E46 St.Paul,MN 55144.1000 SCOPE: This MA is being issued under the applicable ruffles and regulations governing the use of tion documentation accepted�'Mid-fie Csubmitted hes been reviewed and a aat C ��•The be used in Miami Dade County PERA-Product Control Secti County end Other areas where allowed by the Aud=4 Having Im'isdiction(AH!), onto This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(Ia Miand De have this product or ematerial tested for the ARY(in areas other than Miami Dade Co F�to quality assurance pulses.If this u�')fQserve the right the accepted manner, the manudaatvrat will incur the a product or material figs to perform in revokk m expanse, of such testing end the AHI may immediatel to revoke this ;aaoepWn if it is determine product or material within their judsdictfon. PBRA reserves the right by Miami Dade County Product Control Section that this d ....••• material fails to meet the t�of the applicable build Wo uq or '••••' •••••• This product is approved as described node. includ' ffie ham.and has been dune to comply with the Florida Building �.. eggnog.. . ....�. m8 �Velocity Hurricane Zane of the Florida Building Code. DESCRIPTION:3Mm 2-Component Foam Roof Tile Adhesive AH-160 •••••• ..•. • . • • •••• • •sone I ABELING:Each unit shall bear a permanent label with the manufacturer's name or Jago,city,state andfa�fov�ing :•••:• ••0••' statement:"Miami Dade COuuty Product Control Approved",unless otherwise noted herein. •• •••••• RENEWAL of this NOA shall be considered ager a renewal applicationhas been 51ed end(here T�been no nchsnge :•••:• ••••:• In the applicable building code negatively affecting tate performance of this product, • . n ...... TERMINATION of this NOA will occur after the expiration date or ifthere has been a revision or change in the ••'n; • materials,use,and/or menactare of the product or process.Mian"Of tail NOA as an endorsement of any product sales,adva rtiaing or any other purposes shall automatically terminate this NOA.Failure to comply with for this NOA shall be cam for termination and removal of NOA. �Y section of AD . The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If in its entirety► any portion of the NOA is displayed,then it shall be done i 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 OSciaL This renews and revises NOA#11-0124.04 and consists of pages] through 7. The submitted documentation was reviewed by Alex Tigers. .40 NOA No.:12-W8.18 iVindon Date:05/10/17 Approval bates 08/10/12 Page 1 of 7 0000 0000.. 0000 . . 0000.. . .. 0000.. 0000.. 0000.. 0000.. 0000 0000. . 0000 0000. 0000.. 0000.. . 000000 0 . . .0.00. 0.000. 0 . . . 0000.. . 0000.. 0 . 0000 . .• . . RoomG Coheomm APPROVAL: Category: Roofing Sub Category: Rooftile adhesive Materials: Polyurethane SCOPE: I This approves 3MRu 2Compenent Foam Roof Tile Adhesive AN-160 as manufactured by 3M Company as described In Seadon 2 ofthis Notice ofAeceptenee.For the locations where the design 00 �detannined with Roo bY 1e building code,does not exceed the design Pressure values obtained e� o�as P fingApplleatlon Standard RAS 127,fbr use with approved flet;low,and high Profile roof tiles system using 2-Com�poae0t Foam Roof Tile Adhesive AH-16o.Where the attachment Cal 0Wations are done as a moment based system for single Patty PhMament,and as an uplift based system for double patty systema PRODUCTS MANUFACTURED BY APPLICANT: Piroduct ons duct Descrietfoe 3ttae��,tons 3M=2-Component Foam .N/A TAS 101 Two Component RoofTltvAdhe ive AH Polyurethane foam adhesive 160 SSSS Foam Dispenser RTF1000 N/A • Dispensing 13gtripmeut : ..• SSSS SSSS�. ProPack02►►30 dt 100 N/A •• •• • DlsPensiaSEqutPmeat ..°..° •..•.• SSSS:. ° .Soso° r PRODUCTS MANUFACTURED BY OTMM: •••• •••• SSSS.. SSSS . °Soso Any Miami Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list • I resistance values with the use of 2 a�R�t ••••• -Component Foam Roof Tile Adhesive AH 160 ••••°• I roof the adhesive. o s o o • o 0 o S s o 1 • MAM AC,['URING LOCATTom •••••• . . SSSS.. I. Tomball,T7C. .. o PRMSICAL PROPERTIES: Pro MW Results Density ASTMD 1622 1.6 lbsJit.' 6 C41nPressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strongth ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs Te Moisture Vapor Transmission, ASTM E% 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @ 400 F.,2 weeks +6.0.16 Volume Change(Qa 158,F.,100•/Humidity,2 weeks Closed Call Content ASTM D 2856 86016 �I NOA No.:11-022&18 Expiradon Date:05/10/17 Approval Data OS/10/12 Page 2 of 7 ...... .... . . ...... . .. ...... ..... . .... ..... . . ...... ...... . .. .. ...... 6:060: . . . . .... . .• . .. Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subJect to normal manufacturing variation, EVIDENCE SU3lyI1TTED; Tes-- tt Testl_dentL ; �estNamelRenn.�_ Center for Applied Fagiaeering #94-060 TAS 101D. 257818-IPA TAS 101 04/08/94 25 7438 3SSTD 11-93 12/16/96 25-7438-4 10/25/95 25-7439.7 SSTD 11-93 25-7492 SSTD 11-93 11/02/95 Miles Laboratories IVH-589-631 12JUAS polymers Division ASTM D 1623 02/01/94 Ramtech Laboratories,Inc. 9637-92 ASTM E 109 04/30/93 Southwest Research I w&de 01-6743-011 ASTM E 108 O1-6739-062b[1] ASTM B 84 11/16/94 Trinity Engineering 7050.02.96-1TAS 114 01/16/95 03/14196 Colotex •••• Corp.rp.Testing Services 528454-Z-1 TAS 101 1pp2�� •••••• ...... I 528454-9-1 •• •• • •• 528454-10-1 • 520109-1 TAS 101 520109 IAB' i 2 •••••• 520109-3 ••�• • 520109-6 '��� •�••� 520109-7 ••�••e :•••:• ••••• 520191-1 �• •• ••�••• TAS 101 .' i 520109-2-1 0JA9. . . . ...... . LDWATIONS: : •• ... .. . % • :*see: 000:00 0 1- Fite olassi$caton is not part of this acceptance.Ref r to the •• • Prepared Roof Tile Assembly for fire raft 2. 3M'm 2-Component Foam Roof Tile Adhesive AH-160 shell solely be used with flat,low,&high tale proMes. 3. Minimum underlayment shall be in compliance with the Roofing Application Stnndard RAS 120. 4. Roof Tile manufactures ac9uiring ace for the use of 3MTm 2-Component Foam Roof Tile Adhesive AH 160 rooftile adhesive with their the assemblies shall test in accordance with TAS 101. S Roof Tile manuf9Qftes acquiring acceptance for the use of HANDI-STICK roof toe adhesive with their the assembliesshall test in accordance with TAS 101 with section 10.4 as modified herein. F - w a Ms . i NOA No.:12-022&18 Eiptration Date:05/10/17 Approval Date:05/10/12 Page 3 of 7 a • • •rrr•• • • • . 4 INSTALLMON: 1. 3MI 2-Component Foam Roof Tse Adhesive AH 160 may be used with any roof the assembly having a currant NOA that lists Uplift resistance values with the use of 3MM 2-Component Foam Roof Tile L 3Mm 2-C Adhesive AH-160. omponent Foam Roof Tile Adhesive AH 160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof the assembly's adhesive attachment with the use of 3M=2-Com4onent Foam Roof Tile Adhesive AR-160 shall provide sufficient attachment resistance,expressed es an uplift based NOA. system,to meat or exceed the uplift resistance determined in noted is the roof file assembly compliance with Miami Dade OARoofing Application Standards RAS 127. The adhesive attachment data is � 3. 3M 2-Component Foam Roof Tile Adhesive AH 160 and its components shall be installed in accoAance with 1 O frog Application Standard RAS 120,and 3M Company's 3MrM 2-Component Foam Roof Tile Adhesive Operating Instruction and Maintenancewive AH- Booklet. 4. Installation must be by aFwtmy Trained'Qualified Applicator, a approved and licensed by 3M Compal, 3M Company shall supply a list of ppmved applicators to the authority avir4g jurisdiction. S. The mix Calibration o thebetFoam nt Aenser RTFI000 dispensing equipment is requited befot+e application of any adhesive " "component and the"B componcat shall be maintained between 1.0-1.15(A):1.0 (B). The dispense thmar shall be set to deliver 0.0175 to 0.15 pounds per tale w determined at cab%radon. No other settings shall be approved, 6. 3MIN 2-Component Foam Roof Tile Adhesive AH.,60 shall be applied with Foam Mapensar RTpS1000 cit ••• •• ProPAMD 30 A 100 dispensing equipment only. ' T. 3MrM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed •••:•• •, ego*:* pemranently to srmli�..:.. L Tiles must be adhered in fiwhly applied adhesive.Tile must be set withln 2 to 3 •••••' f miautes atter 3M •• • • Component Foam Roof Tile Adhesive AH 160 has been dispensed. '....• ••••• ..... 9. 3MTN 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty Weight �' :...:, •`:••' accordance with the Th mment Details'herein. Each generic tile profile requites the •••••• herein. P ��q¢jtjii}q . . . . ...... Table 1:Adhesive placement For Each Generic Tile life ProMe •• •••• • • Placement Detail Singh Paddy;34/pim "ps:LZdy eight per '••' Min. (grams)Fl Low FB Profiles #1Profile 2 Piece Barrel #1 17/side on 35 aLow Profiles #2LowProffies #3 i NOA No.-12-MMS " Expiration Date.05/10/17 Approval Date:05/10/12 Page 4 of 7 I 0000 • . 0000•• 0000 s • • • • • •s••.• • •. 0000.. • • • • 0000•• • • • • 0000 0.000. • • 0000• • 0000 *too 0 0000.• • • 0000•• • .• •• • • • 0000•• ♦0000• • • • • •+0000 • • a • . • LABELING: All 3MTm 2-Component FOam Roof Tile Adhesive AR-16o containers listed herein. shall comply with the Standard Conditions a BUILDING Mow REQUIItEME1NTS: As regwred by the BOdiag Official or applicable building code in order to properly evaluate the system. Installation oftbis ADHESIVE PLACEMENT DETAII,1 SINGLE PATTY j tauo"Ap•osam.a ►.asiaaaem� sr +vr e�.e 1 � tau,, • ♦ j •• •• • goes•♦ s •.e.os fs Boom e• issei. • s Kms. + . •••.e �� ��� ���� • •toss• qb •• • *goose • me lalaeacphptutlag��t ��lfr) •• • '• e 'A��Db�dwb�llw�li4m � +l�•bdwbaeheft�erpab �1� ��iADhNoei�.+t :•••i• :•es•: 74wYeWQa1a. g e..s i 11k� I a i • s 6wdw� � • ar bll�la1 .k� F" �, P Auto WR i i NOA No..,M0228.18 160n Date:05/10/17 ' Approval Dates 05/10/12 I Page 6 47 0000.. 0.00.0 . 0000 • 0000 0000.... 0000 0000.•.. 0000.... 0000.... 0000.... . 0000.... 0000.... . 0000 0000 . . 0000.... .0.0.00 . • . . goes.. 0000.... . . 0000.. 0000 . r ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY aemd jrteaiatbT� vta "NO-c tMdlrgyeimt �i@In1�n�) 1 1 41M1 6Y•COd�r • • Fi1E�i Fudi •••• 0000 0000•• i [�sCTott� 6raCamA CA" •••••• • • •• • 0000•• gdly�BN�fBt 181) •••• • • • • • • 0000•• Qel 0000 • 0000• 0000•• • • ••••• • • 0000•• •00.0• • • 71M1 • • • • M1 • • • • •s•••• 0000•• of 00:00 0 00 • 6nCiaun f�.fbulY FK* I NOA D W ON18.18 Espiratloa Dates 05/10/17 i Approval bate;05110/12 Page 6 of 7 0000 • t 0000•• ••a• • • 0000•• • •• 0000•• • • • • 00.00• 0000•• • • • • 0000 9.000• 0 • 0000• • 0000 0000• • • ••s••• 0000•• • • 0000•• • •• •• • • • •••••• 0:0000 a0000•• ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY ttaU O,renOit phsAa eaaKnt pip Na11 thawph pktb soa P+fY ww"iff• (Irelwean Ila) 0adaiarrtant SIMO PXft betwaee dti {under Eta) �x�e only x9bL �►� }�3uux3fn. pa*m 21 Ila. sin* �[h. 41n. an . aider 00.0 U�ffaa • •.•• .0000• E e eatopot�a Gab • I o it of I%Xrh.nndadl Cage •• • • • • � % •• • 0000•• 1 Fanta aapmlymn emu •� • • • •Mjdp 0000•• • • 0000•• � 0000•• . • • ua tqa peddr • ••••. bat+uau� • • ••..•. •. •. . 0..000 • • • • •••••• • • •0000• . . •00000 • .. . •• • • • • 3bLX91b. Il •• 0 �Pel► anm�daAayRten! 2 a� i so on top-or 0ba� Eere Ceaoa xp�yavaaowae � °ny I END OF TMS ACCEPTANCE MOA Moa 12-MLIS Exptrstton Dates 08/10/17 Approval Date:08/10112 Page 7 of 7 . q MIAMMADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES 11805 SW 26 Strout,Room 208 (RER) Miami.Florida 33175-2474 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)31525-99 NOTICE OF ACCEPTANCE(NOA) www.miamidade.aov�ecoeomv GAF 1361 Alps Road Wayne,NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction ' materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product 0000 Control Section(In Miami Dade Cour and/or the AHJ in areas other than Miami Dade County) 0 '0 0 0.' 0 0 0 0.0 County) ( reserve the right to have this product or material tested for quality assurance purposes.If this product er 09 0 material fails to perform in the accepted manner,the manufacturer will incur the expense of suolt ted g '••'•' and the AHJ may immediately revoke,modify,or suspend the use of such product or material*tltinetheir jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami Dade L'ts10ty •••• • 0000.. • Product Control Section that this product or material fails to meet the requirements of the applicame •• ••• building code. ••;••* 0...0 0 ......• •.0 0 sees** This product is approved as described herein,and has been designed to comply with the FIorida841ding Code . 0• including the High Velocity Hurricane Zone of the Florida Building Code. ..••:• 0000.. • DESCRIPTION: GAF Conventional Built-Up Roof Systems for Wood Decks. ' ' ' :sees!: .. 0000 LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and followhtg statement:"Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product, TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then It shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 13-0424.09 and consists of pages I through 16. The submitted documentation was reviewed by Jorge L.Acebo. NOA No.:13-1022.15 Expiration Date: 11/04IN Approval Dates 11/06/14 Page 1 of 16 ...... .... . . ...... . .. ...... ...... .... ...... ..... . .... ...... . .. .. 00 . . . . ...... ROOFING SYSTEM APPROVAL Roofing Sub-Catm-ory BUR Materlah Fiberglass Deck Type: Wood Maximum Desisn Pressure:, -75 psf. TRADE NTAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description GAFGLAS®#75 Base 39.37"(I meter) ASTM D4601 Type II asphalt impregnated and coated glass mat Sheet Wide base sheet. GAFGLASO#80 Ultima 39.37'(1 meter) ASTM D4601 Type II asphalt impregnated and coated,fiberp Base Sheet Wide base sheet. ....' .... . GAFGLAS®F1exPly 6 39.37"(1 meter) ASTM D2178 Type VI asphalt impregnated gijq40tjt with ft • o Wide coating. ...... .sol�.. s... GAFGLAe Ply 4 39.37"(1 meter) ASTM D2178 Type IV asphalt impregnated gie�s�t`ehwith asphalt. I•�• Wide coating. ••••: GAFGLAS®Mineral 39.3T'(1 meter) ASTM D3909 Asphalt coated,glass fiber matu;Sheet suricej •••..�. Surfaced Cap Sheet Wide with mineral granules. •• .'i GAFGLAS®EnergyCap 3937"(1 meter) ASTM D3909 Asphalt coated,glass fiber matcap sheet sur 166 0 .. BUR Mineral Surface wide with mineral granules with factory applied '" •••oy Cap Sheet EnergyCote •s o• GAFGLAS®Stcatavene 3937"(1 meter) ASTM D4897 Fiberglass base sheet coated on both sides with Eliminator Perforated Wide asphalt.Surfaced on the bottom side with mineral Venting Base Sheet granules embedded in asphaltic coating with factory perforations. GAFGLAS6 Stratsvene 39.37"(1 meter) ASTM D4897 A nailable,fiberglass base sheet impregnated and Eliminator Nailable Wide coated on both sides with asphalt.Surfaced on the Venting Base Sheet bottom side with mineral granules embedded in asphaltic coating. Ruberoid®SBS Heat 39.37"(1 meter) ASTM D6164 Non-Woven Polyester mat coated with polymer- Weld'"Smooth Wide modified asphalt and smooth surfaced. i Ruberoid®SBS Heat- 39.37'(1 meter) ASTM D6164 Non-Woven Polyester mat coated with polymer- Weld'"25 Wide modified asphalt and smooth surfaced. E Ruberoidm 20 39.37'(1 meter) ASTM D6163 SBS modified asphalt base sheet reinforce with a Wide glass fiber mat. Ruberoid®Mop Smooth 39.37'(1 meter) ASTM D6164 Non-woven polyester mat coated with polymer- wide modified asphalt and smooth surfaced. NOA No.:13-1022.15 I Expiration Date: I V04118 CMKMWHN Approval Date: 11/06/14 Page 2 of 16 0000 0000.. 0000 . . .0000. . .. 0000.. 0000.. ...... 0000 0000.. 0000. . .....0000 0000. . 0000.. . . 0000.. .. .. • 0000 • ... • 0000.. 0000.. . . • 0 . . 0000.. 00 . 0000a .. F I I TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Snecification Description ti FireOut'"Fire Barrier 5, 55 gallons Proprietary Low VOC,water based fire barrier coating. Coating VersaShielde Fire 350 sq.ft.roll ASTM D226 Non-Asphaltic Fiberglass-Based Underlayment. Resistant Roof Deck Protection Topcoat®Surface Seal 5 gallons ASTM D6083 Solvent based sprayable thermoplastic rubber SB sealant designed to protect and restore aged roof surfaces and to increase a roofs reflectivity. APPROVED INSULATIONS: Goes TABLE 2 0*09t . G ...... Ali Product Name Product Description M$duf fieturer.00 e p (WitfixV tNom ••••�• EnergyGuard"Polyiso Insulation Polyisocyanurate foam insulation ••U A'F '• :**sole e•• EnergyGuard""RA Polyiso Insulation Polyisocyanurate foam insulation 464F ..Goss . • • S EnergyGume RN Polyiso Insulation Polyisocyanurate foam insulation •s• '' •••i• s•••,• EnergyGuarC Perlite Roof Insulation Perlite insulation board. :seECF e •• ," ....a. EnergyGuard Perlite Recover Board Perlite recover boardGAF 0 Is • EnergyGuare RA Composite Polyiso Polyisocyanurate foam insulation with high ••GAF00 • Insulation density fiberboard or Permalite perlite i insulation Securock®Gypsum Fiber Roof Board Gypsum roof board United States Gypsum Corp. q Structodeke High Density Fiber Board High density fiber board BIue Ridge Fiberboard,Inc. DensDecV Roof Board Gypsum board Georgia-Pacific Gypsum LLC , G I s Y NOA No.:13-102LIS Expiration Date: I V04118 • , Approval Date: 11/06/14 Page 3 of 16 0000 ..0000 . . . • a*ee.e . .e 0000.. � 0000.. 0000.. � 0000 0000.. • 0000. . 0000 0000. . . 000.. 00..00 0. 0000.. . .. .. • 0000.. 0 . . ..ease . . . . 0000.. .0009. . . • 0000 .. APPROVED FASTENERS: j TABLE 3 Fastener uet Produc Manafecturer Number Name Desedgft Dimensions (With Current NOM I. Drill-Tee#12 Fastener Insulation fastener for steel, various GAF wood&concrete decks. 2. Drill-Tee'"#14 Fastener Insulation fastener for steel, various GAF wood&concrete decks. 3. Drill-Tec'"XHD Fastener Carbon steel extra heavy duty Various GAF fastener used in steel decks. j 4. Drill-Tec7w ASAP 3S Drill-Tec#12 Fastener with Various GAF Drill-Tac'"3"Standard Steel Plate 5. Drill-Tec" 3"Steel Plate Round galvalume stress plate 3"round GAF used with Drill-Tec fastener$. ••. 0000 00••0. 6. Drlll-Tec 3"Standard Steel Round galvalume plated steel 3"round 00 GAF •. •9 Plate stress plate with reinforced ••• •• 0• • :0004910 ribs for use with Drill-Ted" •••••• ' • 0000 � � 0000•;• fasteners. 0000.. • • 7. Drill-Tec' AceuTmO Flat AZ-SS aluminized steel plate 3"square a,0.94LF 0 Plate for use with Drill-Teem#12 •.0••. Fastener,Drill-Ted"#14 „0„: Fastener and Drill-Tec'm#15 �. • 0.0.00 0000.. j Fastener. 0 8. Drill-Tec'”AccuTrace Galvalume Steel plate for use 3"square �.O'GJLF 0000 ;••'• Recessed Plate with Drill-TecTM fasteners. 0.00 i I i i NOA No.:13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Pare 4 of 16 0000.. 0000 . . 466... . 60 00.00. • � 0000.. .0000. 0000 • 0.600. • 0000. . 0000 0000. 0000.. 0000.. 0000.. . .. .. • 0000.. 4.000. . . . . 0000.. 0000.. . 0000 .. . . i i d Ev107ENCE SUBMITTED: ` Test Agency Test Identifier Description Date Factory Mutual Research Corp. J.I.2B$A4.AM 4470 07/02197 J.I.3B9Q1AM 4470 01/08/98 J.I.ODOA8.AM 4470 07/09/99 LL OD1A8.AM 4470 07/29/94 J.I.OY9Q5.AM 4470 04/01/98 3029832 4470 05/11/07 UL LLC R1306 UL 790 07/22/13 PRI Construction Materials GAF-012-02-02 ASTM D4977 11/06/01 Technologies,LLC GAF-020-02-01 ASTM D4977 02/01/02 GAF-082-02-01 ASTM D6093 05/07/06 GAF-084-02-01 ASTM D6083 05/09/06 GAF-270-02-02 ASTM D226 11/15/10 GAF 276-02-01Rev ASTM D6083 12/16/10 GAF-276-02-02 ASTM D226 11/ISFl•0� •• GAF-306-02-01 ASTM E96 ',•• :07/07/>rl• •. GAF-314-02-01 ASTM D2178 .908/23)%L•0• _ GAF-315-02-01 ASTM D2179 ...:..08/23/11 . • GAF-369-02-01 ASTM C1289 .... 10/22112 . ;••••; GAF-417-02-01 ASTM C1289 GAF-464-02-01 ASTM C1289 ••••..10/22112 ..:.;' GAF-499-02-01 ASTM D6093 ••O••*03/12;fd 6*' .,.... GAP-500-02-01 ASTM D6083 ;•• 03/12/14• .' IRT of S.Fl. 02-OOS TAS 114 •01/18='Q2� .... g 02-014 TAS 114 : .• 03/22!'02 f. Trinity ERD G30250.02.10-3-R1 ASTM D3909 '• ' 11/24112:-. • j• 031360.03.10 ASTM D6164 03/31/10 j 033470.01.11 ASTM D6164 11116/11 I G34140.04.11-2 ASTM D6163 04125/11 G34140.04.11-4 ASTM D6401 04/25/11 034140.04.11-5 ASTM D4897 04/25/11 034140.04.11-5-R1 ASTM D4897 10/18/13 1 G40630.01.14-2A-1 ASTM D6164 01/07/14 G43610.01.14 ASTM D3909 01/22/14 G68SO.08.07-1 ASTM D3909 08/13/07 030250.02.10-3-R1 ASTM D3909 11/26/12 I I NOA No.:13-1022.15 $ Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 5 of 16 • •••••• • • •••••• •• •• • • •.•!.• f . • 00 • •. , 1 APPROVED ASSEMBLIES Membrane Type: BUR Deck Type 1I: Wood,Insulated Deck Description: 19/32"or greater plywood or wood plank System Type A: Anchor sheet mechanically fastened,all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. Fire Barrier: FireOLe Fire Barrier Coating,VersaShielde Fire-Resistant Roof Deck Protection or (optional) Securocke Gypsum Fiber Roof Board. Anchor sheet: GAFGLASe#80 Ultima Base Sheet,GAFGLASe Stratavente Eliminator Nailable Venting Base Sheet,Ruberoide 20,Ruberoid®SBS Heat-Weld'"Smooth or Ruberoide Heat- Weld 25 base sheet mechanically fastened as described below; Fastening Options: GAFGLAe Ply 4,GAFGLAS"Flex Ply'"6,GAFGLAS®#75 Base Sheet or any of above.. anchor sheets attached to deck with approved annular ring shank nails ald tig esps at at••.. ....:. fastener spacing of 9"o.c.at the lap staggered and in two rows 12"o.c.in"the field. ••••.6 .' (Mw&num Design Pressure-45 psf.See General Limitation#7) 009:00 •• . .... . GAFGLAS®Ply 4,GAFGLAS®FlexPly 6,GAFGLAS®#75 Base She Uw*wy of allpve•• •••• anchor sheets attached to deck with Drill-Tec#12 Fastener,Drill-Tec"'#b4 Astener T • • Drill-Tec"'3"Steel Plate,Drill-Tec AccuTrace Fiat Plate or Drill-Tec:%%=ffrace. . ..; • Recessed Plate 12"o.c.in 3 rows. One row is In the 2"side lap. The otker rows are equally ...... spaced approximately IT'o.c.in the field of the sheet. •••••• ,• (Maximum Design Pressure-•45 psf.See General Limitadon#7) • • ...... GAFGLAS®FlexPly 6,GAFGLAS9#75 Base Sheet or any of above aft* kdr$beets •• •••• I attached to deck with approved annular ring shank nails and tin caps at a fastener spaftg bf; 9"o.c.at the 4"lap staggered and in two rows 9"o.c.in the field. (Maximum Design Pressure 52•.5 psf.See General Limitadan#7) i GAFGLAS®#80 Ultima Base Sheet,Ruberoide 20,Ruberoide Mop Smooth,base sheet attached to deck with approved 1%"annular ring shank nails and inverted 3"steel plate at a fastener spacing of 9"o.c.at the 4"lap and in two rows staggered with a fastener spacing of 9"o.c.in the center of the membrane. (Maximum Design Pressure—60 psf.See General Limitation#7) I GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec j #12 Fastener,Drill-Tec#14 Fastener and Drill-Tec'"3"Steel Plate,Drill-Tec AccuTrace Flat Plate or Drill-Tec'"AccuTrace Recessed Plate 12"o.c.in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9"o.c.in the field of the sheet. (Maximum Design Pressure—60 psf.See General LimkaBon#7) Any of above anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec Insulation plates at a fastener spacing of 9"o.c.at the 4"lap staggered in two rows 9"in the field. (Maximum Design Pressure—60 psf.See General Limitation#7 NOA No.:13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 6 of 16 A i d Fastening Options: GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec (Continued) #12 Fastener or Drill-Tec#14 Fastener and 3"Drill-Tec'"3"Steel Plate,Drill-Teem AccuTrace Flat Plate or Drill-Tec"AccuTrac®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. (Mxrbnum Design Pressure—75 psf.See General Limitalton#7) One or more layers of any of the following insulations. i Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft' EnergyGuardm Polyiso Insulation,EnergyGuarr RA Polyiso Insulation,EnergyGuardw RA Composite Polylso Insulation Minimum 1"thick N/A N/A EnergyGuarir Perlite Recover Board .•.. Minimum VP thick NIA � ••• N/A7•••• ••••�• EnergyGuarcr Perlite Roof Insulation •••••• .*00.0. •••• Minimum VP thick N/A •••:•• N/A • :.... Note: All insulation shall be adhered to the anchor sheat in full mopping of approved hot asobaltwithin tote••" ..... ETT range and at a rate of 20-401bsJ100 fe. Please refer to Roofing Application Standard RA&W for • ..:..' insulation attachment. Composite insulation panels may be used as a t7 layer placed with the poiyisocyaearae •••••• side facing down. GAF requires either a Vy of GAFGLAS®Stratavent Eliminator Perforated Venting Base •• Sheet laid dry or a layer of EnergyGuard Perlite Roof Insulation or wood fiber overlay board on all ;•••;• ••••�• 4 isocyanurate applications. j Base Sheet: Optional)Install one ply of GAFGLAS®#75 Base Sheet,GAFGLAS®#80 Ultima BU4 •: • Sheet,GAFGLAS®Stratavene Eliminator Perforated Venting Base Sheet,Ruberoie Mop Smooth,Ruberoie 20,Ruberoid®SBS Heat Weld"`Smooth or Ruberoid®SBS Heat-Weldor 25 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbsJsq;(see General Limitation#4). Ply Sheet: One or more plies GAFGLAS®PLY 4,GAFGLAS®Flex Ply 6 sheet or GAFGLAS®#80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Cap Sheet: (Optional) One ply of GAFGLAS®Mineral Surfaced Cap Sheet or GAFGLASie EnergyCap'"BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Surfacing: Optional on granular surfaced membranes;required for smooth membranes.Chosen components must be applied according to manufacturer's application instructions. All coatings mast 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®Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design Pressure: See Fastening Options. NOA No.:13-1M.15 E Expiration Date: 11/04/18 • ► Approval Date: 11/06/14 Page 7 of 16 0000 0.00.0 0000 • • 0000.• • •• 0000•• • • • • 0000.• •0000• • • • • 0000 0000•• • • 0000• • 0000 0000• • • 0000•• 0000•• • • 0000.• . •• •• e • • .•••.• 0000.• • • • • •..s•• •sees• • • • • •• ^ a Membrane Type: BUR Deck Type U: Wood,Insulated Deck Description: 19/32"or greater plywood or wood plank ; E i System Type B: Optional base sheet laid dry;base layer of insulation mechanically fastened,optional top layer adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft= EnergyGuard"Polyiso Insulation,EnergyGuard"RA PoIylso Insulation Minimum 1.3"thick 1,2,3 or 4 1:3 fP EnergyGuard"RN Polyiso Insulation ••• Minimum 1.4"thick 1,2,3 or 4 1:3�.0.s 00000 0 0 EnergyGuarir RA Composite Polylso Insulation a..* 00 0 0 0 0 0 0 ••••.• .. . 0000.. Minimum 1S thick : 3 0000.. 1:3 ft 0 EnergyGuard'~Perlite Roof Insulation •0•• ...•� 0000.. i Minimum V4"thick 1.2,7or8 000• 1:241t= 0•"000 Stractodek®High Density Fiberboard 00:0*: 0'00' 0 0 0 . 0 0 0 0• .. .. . ...... 1 Minimum 1"thick 1,2,7 Or 8 00 0 0 0 0 1:4 ffs • .4 . . 00 Note: Base layer shall be mechanically attached with fasteners and density described. Insulation panels ItW.0 .00000 0000 are minimum sizes and dimensions;If larger panels are used the number of fastenerser bo •••••• P atll�hep� 0000 � increased maintaining the same fastener density(See Rooting Application Standard RAS 117 for fastening details). GAF requires either a ply of GAFGLASo Stratavento Eliminator Perforated Venting Base Sheet laid dry or a layer of EnergyGuard PerIite Roof Insulation or wood fiber overlay board on all isocyanurate applications. Top Insulation Layer Insulation Fasteners Fastener 4 (Table 3) Density/ft' Any of the insulations listed for Base Layer,above. N/A N/A StructodeV High Density Fiberboard,EnergyGuard"Perlite Recover Board Minimum%"thick N/A N/A Note:Optional top layer of insulation shall be adhered with approved asphalt within the EVT range and at a rate of 20-40 lbs./100 ft=. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation boards used as a top layer shall be installed with the polylsocyanurate face down. Fire Barrier: FireOut'"Fire Barrier Coating,VersaShieleFire Resistant Roof Deck Protection or Securock7 (optional) Gypsum Fiber Roof Board. u i NOA No.:13-1022.15 Expiration Date: 11/04/18 Approval Date: I1106/14 Page 8of16 d � •e•• •••••e •••• • • • • •• • •• e • • • •••••• a •• •ee•e• • • • • ecce•• e•••e• • • • • •••• •••e•• • e • • •e•••• • • ••ee•• • •• ee e • e ••e•ee ••eee• • e • • • • • Base Sheet: (Optional)Install one ply of GAFGLASO#75 Base Sheet,GAFGLASI#80 Ultima'Base Sheet,GAFGLAS*Ply 4,GAFGLAS®FlexPly'"6,GAFGLASO Stratavento Eliminator Perforated Venting Base Sheet laid dry,Ruberoid'e Mop Smooth or Ruberoie 20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. (See General Limitation#4). f Ply Sheet: Two or more plies of GAFGLASO Ply 4,GAFGLAe FlexPly'"6 or GAFGLAS®#80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq.(See specification number for appropriate number of plies). Cap Sheet: (Optional) One ply of GAFGLAS®Mineral Surfaced Cap Sheet or GAFGLASO EnergyCap'" BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbsJsq.(See GAF application instructions for approved method of installation). I Surfacing: Optional on granular surfaced membranes;required for smooth membranes.Chose9 •• • components must be applied according to manufacturer's application ienmcfions. AX •' coatings must be listed within a current NOA,. 660660 I. Gravel or slag applied at 400 lbsJsq.and 3001bsJsq.respecti gJDA400d coatpf •••1. i approved asphalt at 60 lbsJsq. sees •••• • 2. Topcoat®Surface Seal SB applied at Ito 1.5 gal./sq. :""' ....; Maximum Design • ...... . . ..... Pressure: 45 psf.(See General Limitation#7) ..'..• ••••• ...... . . ...... . . I i i i NOA No.-13-1022.15 Expiration Date: 11/04/16 • Approval Date: 11/06/14 Page 9 of 16 J � ���� � � � � � � � � �� � �� � � � � ������ � � � � ���� •����• s • • • •����• • • • • • •����• • • • • •����• • • • • • • • f I Membrane Type: BUR Deck Type 1I: Wood,Insulated Deck Description: 19/32"or greater plywood or wood plank System Type C: One or more layers of insulation simultaneously attached;Base layer optional. All General and System Limitations shall apply. i One or more layers of any of the following insulations. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/fe EnergyGuarC RN Polylso Insulation,EnergyGuard"Polyiso Insulation,EnergyGuard"RA Poiyiso Insulation Minimum 1.3"thick NIA N/A••• "� • • ease 00.000 EnergyGuard Polyiso Insulation 00 • as 0 • Minimum 1.4"thick NIA ...... NfA.'.' ....:. j EnergyGuarC RA Composite Polyiso Insulation •••••• f Minimum 1.5"thick NIA .••••. NLI,..:. EnergyGuard'"Perlite Recover Board **see ' Minimum%"thick ••••• N/A 000000N�A ...... Structodek®High Density Fiber Board ••.•.• .' Minimum 1"thickN/A Nit.... sees•• 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 bee ' increased maintaining the same fastener density. PIease refer to Roofing Application Standard RAS 117 for insulation attachment.GAF requires either a ply of GAFGLAS'Stratavente Eliminator Perforated denting i Base Sheet laid dry or a layer of EnergyGuard7 Perlite Roof Insulation or wood fiber overlay board on all isocyanurate applications. Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft' EnergyGuard"°Polyiso Insulation,EnergyGuard'"RA Polyiso Insulation Minimum 1.3"thick 1,2,3 or 4 1:3 ft' EnergyGuardw RN Polylso Insulation Minimum 1.4"thick 1,2 or 3 1:3 ft' EnergyGuard"RA Composite Polyiso Insulation Minimum 1.5 thick 3 1:3 ft' EnergyGuard"a Perlite Roof Insulation Minimum VP thick 1,2,7 or 8 1:2 W Structodek'a High Density Fiber Board Minimum V thick 1,2,7 or 8 1:4 ft' i NOA No.:13-1022.15 MaMt Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 10 of 16 i Note:Insulation panels listed are minimum sizes and dimensions;if larger panels are used,the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. GAF requires either a ply of GAFGLAr Stratavene Eliminator Perforated laid dry or a layer of EnergyGuarr Perlite Roof Insulation or wood fiber overlay board on all polylsocyanurate applications. Fire Barrier: FireOe Fire Barter Coating,VersaSbielde Fire Resistant Roof Deck Protection or (optional) Securock'"Gypsum Fiber Roof Board. Base Sheet: (Optional)Install one ply of GAFGLAS®#75 Base Sheet,GAFGLAS®#80 Ultima Base Sheet,GAFGLAS*Ply 4,GAFGLAS FlexPly'"6,GAFGLAS1e Stretavene EIiminator Perforated Venting Base Sheet laid dry,Ruberoide Mop Smooth or Ruberoide 20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT Mange and at a rate of 2040 lbsJsq. If base sheet is applied directly to polyisocyanurate insulation only a spot or strip mopped application as detailed in this approval the use of an overlay board is approved;see General Limitation#4. .*see . 0000 Ply Sheet: Two or more plies of GAFGLAS®Ply 4,GAFGLAe FlexPIy 6 ply sheet or GAFGLA§o• ••• j #80 Ultima Base Sheet adhered in a full mopping of approved asphalt appti;l within the �• EVT range and at a rate of 2040 lbsJsq. 0000 i. Cap Sheet: (Optional) One ply of GAFGLAS®Mineral Surfaced Cap Sheet or GAF&ASS gnerw p •••• BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved&*ak ppplie j69966 •• ••• I within the EVT range and at a rate of 2040 lbsJsq. •• •• •••• • Surfacing: Optional on granular surfaced membranes;required for smooth me*rase$.Cho%en •• •••, • components must be applied according to manufacturer's application justrpetions.*.All*•• • coatings must be listed within a current NOA. •••••• 1. Gravel or slag applied at 400 lbsJsq.and 300 lbsJsq.respectively in a flood rAO•: • of approved asphalt at 60 lbsJsq. 2. Topcoat®Surface Seal SB applied at Ito 1.5 galJsq. Maximum Design Pressure: -45 psf.(See General Limitation#7) R r i a i I i G NOA No.:13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 11 of 16 P Membrane Type: BUR Deck Type 1L Wood,Insulated Deck Description: 19/32"or greater plywood or wood plank I System Type D: Insulation and Base sheet simultaneously All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/fe EnergyGuarir Polyiso Insulation,EnergyGuard'"RA Polyiso Insulation Minimum 1.3"thick N/A N/A Stractodeko High Density Fiber Board Minimum 1"thick MA N/Ae*e .see •••••i• Note:Insulation shall have preliminary attachment,prior to the installation of the base shee4 atW minimum application rate of two fasteners per board for insulation boards having no dimension great:rtban 4 ft.,insaact••• ••• four fasteners for any insulation board having no dimension greater than 8 ft All layers of •�adon,optionpi • thermal barrier(when present)and base sheet shall be simultaneously fastened. See base sheg*$glow for. ;••••I� fasteners and density. Please refer to Roofing Application Standard RAS 117 for insulation A#pgllment. .0••••• 96606 Fire Barrier: FireCle Fire Barrier Coatin&VersaShleie Fire Resistant Roof Deck Plbf, UlOn or ;...;. 00:090 (optional) Securock Gypsum Fiber Roof Board. •• •• •0000!0 Base Sheet: Install one ply of GAFGLAS®#75 Base Sheet,GAFGLAS®#80 Ultima`Base%Sheet,• ••••%• GAFGLAS®Stratevene Eliminator Nailable Venting Base Sheet or Rlberpl a 20 base••• ;•••• sheet applied over the loose laid insulation with 2"side laps mechanicallrhstoned as,••;•• i described below; •• • 1 Fastening Options: DTIII-Tec#12 Fastener or Drill-Tec'"#14 Fastener and Drill-Tec'"3"Steel Plate,Drill Tec'"AccuTrac®Flat Plate or Drill-Tec"`AccuTrac®Recessed Plate is installed through the ' base sheet and insulation in 3 rows 12"o.c. One row is in the 2"side lap. The other rows are equally spaced approximately 12"o.c.in the field of the sheet. (Mwdmum Design Pressure—45psf.See General Limtiaden#7) Drill-Tee#12 Fastener or Drill-TW" #14 Fastener and Drill-Tee 3"Steel Plate,Drill- Tec'"AccuTrae Flat Plate or Drill-Tee'"AecuTrac®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—75 psf.See General Limitation#7) GAFGLAS®#80 Ultima" Base Sheet,Ruberoie 20,Ruberoie Mop Smooth,base sheet ] attached to deck with approved annular ring shank nails with a minimum embedment of 1" into the wood substrate and inverted 3"steel plate at a fastener spacing of 9"o.c.at the 4" t lap and in two rows staggered with a fastener spacing of 9"o.c.in the center of the membrane. (Maximum Design Pressure—60 psf.See General Limitation#7) i NOA No.:13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 12 of 16 e •••••• •••• • • •••••• • •• •••••• • ••••• • •••• ••••• • • •••••• • •••••• • • • • •••o•• • • I Fastening Options: Drill-Tec#12 Fastener and Drill-Tea'"#14 Fastener and brill-Tec"`3"Steel Plate,Drill- (Continued) Tec AccuTrac®Flat Plate or Drill-Tec'AccuTra6*Recessed Plate in 4 rows 12"o.c. One row is in the 2"side lap.The other rows are equally spaced approximately 9"o.c.in the field of the sheet. (Maximum Design Pressure—60 psf.See General Limitation#7) Ply Sheet: One or more plies GAFGLAS®Ply 4,GAFGLAS®F1exPly 6 or GAFGLAS®#80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-401bsJsq. Cap Sheet: (Optional) One ply of GAFGLAS®Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCap'"BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Surfacing: Optional on granular surfaced membrana;required for smooth membranes.Chosen components must be applied according to manufacturer's application histrnetionst AN. r coatings must be listed within a current NOA. **so •••••• 1. Gravel or slag applied at 400 lbsJsq.and 300 IbsJsq.respectmly in a flopiltPat •, of approved asphalt at 60 lbsJsq. 960:06 •• • •••••• Z. Topcoae Surface Seal SB applied at Ito 1.5 galJsq. 0000000 0000 Ij Maximum Design •••••r 000000 Pressure: See Fastening Options •••• ••••• 0000.. . 0000.. •• 00 0000.. 0000.. 0000.. . .000.0 fee* 1 i I f I i i NOA No.:13-1022.15 Expiration Date: 11/04/18 Approval Date: 11106/14 Page 13 of 16 6 Membrane Type: BUR Deck Type 1: Wood,Non-insulated Deck Description: 19132"or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOut'"Fire Barrier Coating,VersaShieide Fire Resistant Roof Deck Protection or (optional) Securockm Gypsum Fiber Roof Board. i Base sheet: GAFGLASe#80 Ultima Base Sheet,Stratavente Eliminator Nailable Venting Base Sheet,Ruberoide 20,Ruberoide SBS Heat-Weld'"Smooth or Ruberoide SBS Heat-Weir 25 base sheet mechanically fastened to deck as described below, .... i ® ® ti ® 0000 .....�. Fastening Options: GAFGLAS Ply 4,GAFGLAS F1exPly 6,GAFGLAS #75 Base Sheet any of aiwve* •.; I base sheets attached to deck with approved annular ring shank nails and tin caps at a• •� 0000. .. . 0000.. fastener spacing of 9"o.c.at the lap staggered and in two rows 12"o.c.•ij tjj Meld. • (Maximum Design Pressure-45 psf.See General Ltm&ation#7) 0000 0 0 :0006 0000.. ® ® TM e 0000 00000 GAFGLAS Ply 4,GAFGLAS F1exPIy 6�,GAFGLAS #75 Base She*�o zany of a�ove� 0•:0-1:• base sheets attached to deck with Drill-Tec #12 Fastener or Drill-Tec 414 and DAA••• � n, �„ •• •• • 0000•• Tea 3"Steel Plate,Drill-Tec AccuTrace Flat Plate or Drill-Tec Ac,jfS�Oe Recessed 0• Plate 12"o.c.in 3 rows. One row is in the 2"side lap. The other rows:ire eglally saaced0 .0.0;'0 P approximately 12"o.c.in the field of the sheet. 0 0 :-'00-0 0 (Mauimum Design Pressure—45 psf.See General Limitation#7) 0000 GAFGLASe Flex Ply 6,GAFGLASe#75 Base Sheet or any of above base sheets attached i ! [tLodeck with approved ann ar n s an ttn caps at a fastener spacing of 9"o.c. 4'lap staggered and in two rows 9"o.c.in the field. See Gener n#7) GAFGLASe#80 Ultima Base Sheet,Ruberoide20,RuberoideMop Smooth,base sheet attached to deck with approved 1'/."annular ring shank naps and inverted 3"steel plate at a f i fastener spacing of 9"o.c.at the 4"lap and in two rows staggered with a fastener spacing of 9"o.c.in the center of the membrane. (Maximum Design Pressure-60psf.See General Limitation#7) GAFGLASe#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec7 #12 Fastener or Drill-Tec #14 Fastener and Drill-Tec'"3"Steel Plate,Drill-Tec" AccuTrace Flat Plate or Drill-Tec'"`AccuTrace 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. (Mcdmum Design Pressure—60 psf.See General LinikWon 07) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec'"insulation plates at a fastener spacing of 9"o.c.at the 4"lap staggered in two rows 9"in the field. (Maximum Design Pressure—60 psf.See General LimiYad'on#7) NOA No.:13-1022.15 g Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 14 of 16 Goes ...... .... . . ...... . .. ...... ..... . .... ..... . . ...... ...... . .. .. ...... . . . . Dees.. ...... . 000 . . i 1 f V Fastening Options: GAFGLASm#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec'" I (Continued) #12 Fastener or Drill-Tec"`#14 Fastener and Drill-Tec"`3"Steel Plate,Drill-Tec*" AccuTrae®Flat Plate or Drill-Tec'"AccuTrac®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. i (Mmcbnam Design Pressure—75 psj.See General Limitation#7 Ply Sheet: One or more plies of GAFGLAS Ply 4 or GAFGLAS®#80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq. i Cap Sheet: (Optional) One ply of GAFGLAS Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapT"BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Surfacing: Optional on granular surfaced membranes;required for smooth membranes.Ca'o38n 0 components must be applied according to manufacturer's application hAirections*" All coatings must be listed within a current NOA. *0 .66 0 0. '. 1. Gravel or slag applied at 400 lbs./sq.and 300 lbsJsq.respec D.e�fy�in a flood 0 0 coat of aproved asphalt at 60 lbs./sq. 0 0 0 0 ••••• 2. Topcoat Surface Seal SB applied at Ito 1.5 galJsq. 0 •,• ;••••• 0000. Maximum Design • 0 000.. 0000. i Pressure: See Fastening Options •••••• 000000 0 01 0 0 0.0001. 00000. 0. . 0 0000 . I0 0 . .. I � P i i t i s Ii f NOA No.:13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 15 of 16 0000 0000.. 0000 . . 0000.. 0000.. 0000.. 0000 0000. . 0000 0000. 00.00. 0000.. 0000.. . .. .. . . ...... 0.006. . . . . 0000.. 0000... 0000 .. w i WOOD DECK SYSTEM LIMITATIONS: j I 1 A slip sheet is required with GAFGLAS®Ply 4 and GAFGLASe Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum W DensDeckw Roof Board or'A"Type X gypsum board is acceptable to be installed directly over the wood deck GENERAL LDUTATIONS: 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 20-401bsJsq.,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 lip . shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed dejLfbapa lnsulzpn6 when the base sheet is fully mopped.If no recovery board is used the base sheet shall be applied jVygg spot•....• *00::. mopping with approved asphalt, 12"diameter circles,24"o.c.;or strip mopped 8"ribbons in UvAwm,one at. d each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Ei iviing of the . strips is not acceptable.A 6"break shall be placed every IT in each ribbon to allow cross ventlatioIC Asphalt''0' ....., application of either system shall be at a minimum rate of 12 lbsJsq. Note: Spot attached systems+shall be . •+:••;' limited to a maximam design pressure of-45 psf. 06 ..• :'''•• .....�. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F)vgee Qf 175 lbf.,as* •, tested in compliance with Testing Application Standard TAS 105. If the fastener value,as fiehi-tested,are to e.. ••••• 275 lbf insulation attachment shall not be acceptable. •• . 4 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is WSW oft a min!&IU fastener resistance value in conjunction with the maximum design value listed within a specific system. Shoidl8 the fastener resistance be less than that required,as determined by the Building Official,a revised fastener spacing, prepared,signed and sealed by a Florida Registered Professional Engineer,Registered Architect,or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117.Calculations prepared,signed and sealed by a Florida registered Professional Engineer, Registered Architect,or Registered Roof Consultant(When this limitation is specifically referred within this NOA,General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter milers,metal profile,and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 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 611320-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE i NOA No.:13-1022.15 pi paG Expiration Date: 11/04/18 • Approval Date: 11/06/14 Page 16 of 16 • Y • •••••• • • 60 • • • •••••• •••••• • • • • a • •ss• • •w TGFU.R14153-Roofing Systems Page 1 of 50 I UL ONLINE CERTIFICATIONS DIRECTORY T©FU.R14153 Roofing Systems Page Bottom Roofing Systems Sea General Information for Rmfirim-Shtstems GAF R14153 1361 Alps Rd Wayne,NJ 07470-3700 USA "Ruberoido 20"or'Ruberold®20 HTO or'Ruberold®Modified Base Sheet°may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2-In.thick(minimum)gypsum board or 1/4-in.thick(minimum)Georgia-Pacific Gypsum LLC'DensDecc®Roofboard,''DensDeckPLti W Roofboard"or"DensDeck DuraGuard""Roofboard'may be used In any existing noncombustible deck Classification.When this Is done,tbs,amIting •..••: w roofing system Is acceptable for use over combustible(15/32-In.thick minimum)roof decks.However,the butt joints IA Vje•gypsum bowl apd •• Georgia-Pacific Gypsum LLC"DensDeck®Roofboard,°'DensDeck Prime®Roofboard"or'DensDedk DuraGuard'"Roofboard"are to offset sminimum • of 6-In.with the butt joints in the roof deck.If polystyrene Is part of the roof system,it must be placed below the overldfi oft%oard. •• • ••••• • • • .• • • Multiple piles of°GAFGLAS®Piy 4"ar'Trl-PIyCwl Ply 4"or"Tri-Ply®Ply 6'may be adhered to Georgia-Pacific Gypsum LLC•M"WsDeck Q Roo"rd, "" ••••• "DensDedc Prime®Roofboard'or'DensDeck DuraGuardRoofboard'In hot roofing asphalt. • • :*Does • "EnergyGuard'"Ultra'Is an acceptable alternate to'EnergyGuard'"RF'In any applicable Classification. D•D D o D D o o D;o s• "GAF Stratavert@ Eliminator'"Venting Base Sheet(Nallable)"may be mechanically attached or hot mopped over noncHbdsbble decl&and as a D•'D• recover over existing roof systems, •••••• • D• 'GAPGLAS®Perlite Insulation"may be utilized as a cover board over D s e • • •s• Y rgyGuardTM RF"insulation In arty of the following systems. :**ego i Unless otherwise indk eted,the roof insulation Is mechanically fastened,adhered with hot mopping asphalt or UL ClassilladJ66ane insulation :s •o adhesive.Polystyrene referenced In any of the following Classifications include"EnergyGuardm EPS Insulation% • • • I Unless otherwise indicated,all insulations may be adhered with any UL Classified Insulation Adhesive per the manufacturer's Installation Instructions (excluding LRF Adhesive O)In any applicable Non-Combustible Roof Deck Classifications. References to glass fiber Insulation Include"EnergyGuard Fiberglass Insulation'. I I "EnergyGuard'"Tapered'is an acx^eptabie alternate to"EnergyGuard""in any applicable Classification. ASPHALT FELT SiYSTEMIS WITH NOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet("GAFGLAS®#75 Base Sheet°or°Tri-Pty®*75 Base Sheet',or"GAFGLAS®#80 ULTIMA')Is a suitable alternate for Type G1 asphalt glass fiber ply sheet("GAFGLAS®Ply 4'or"TN-Plytbl Ply 41,or"GAFGLAS®Ply 6')In the Class A,B or C roof systems Indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet"GAF Stratavent®Eliminator""Venting Base Sheet (Perforated)"or"GAF Stratavent®Eliminator""Venting Base Sheet(Nallable)."Perforated base sheets to be loose laid or fully adhered with hot roofing asphalt and nallable base sheets are to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet("GAFGLAS®*75 Base Sheet"or'Tri-Pty®#75 Base Sheet'or"GAFGLAS®#80 ULTIMA'or'GAP Stratavento Eliminator'"Venting Base Sheet(Nallable)"may be substituted for Type G1 asphalt glass fiber ply sheet("GAFGLAS®Ply 4'or'Tri-ply® Ply 4"or'GAFGLAS®Ply 60)as the nalled base ply In the following systems. Bottom ply or base sheet may be solid mo y mopped,spot mopped or mechanically fastened. � Unless otherwise indicated,all Insulations may be hot mopped or mechanically fastened. "GAFGLASO Flashing"or'Ruberokl®"may be used for flashing in any of the Class A,B or C systems listed below. I When'perllte'is referenced,this includes"GAFTEMP PERMALITE®"or any other UL Classified perilte insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A,B or C systems listed. Structural cement fiber building units are considered suitable to be Included as a deck in the following Class A,B or C systems listed over C-15/32 or NC. The use of gypsum board under any of the following Class A,B or C systems does not adversely affect the rating.The use of'A-In.minimum thick gypsum board Is an acceptable alternate for minimum Insulation over C-15/32 thick roof decks. Ittp://&tabase.ul.com/cgi-bin/XW/template/LISEXT/1 FRAME/showpage.html?name=TGFU.R14153&ec... 2/17/2015 { f t • • wfr • •• •••••• • •• •••••e • •••••• • • • •••• ••••••• • • • •••••• 000* • • • TGFU.R14153 -Roofing Systems Page 2 of 50 The use of polystyrene Insulation board between minimum%-in.thick peNlte board and deck with rosin paper(peNlte/rosin paper/polystyrene/perlite) Is a suitable alternate for polylsocyanurate board In the following Class A,B or C systems. "EnergyGuard'"RA"or'Tapered EnergyGuard"I W.or"EnergyGuard'"Composite RA'may be substituted for any Atlas Roofing Corp.polylsocyanurate insulation In any of the following Classifications. Trumbull"Perms Mop"may be utilized with any of the following"Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGLASO#80 Premium Base Sheet"may be used in any of the following systems. 'GAFGLASO Flex Pty 6'and"TN-Ply®Ultra-Flexible Ply 6'are suitable alternates to'GAFGLAS®Ply 60. "GAFTEMP Permalite Recover Board'may be used in lieu of any partite Insulation in any of the following NC Classifications. Unless otherwise indicated,any of the"Asphalt Felt Systems with Hot Roofing Asphalt"may be surfaced with"TOPCOAT®Flreshield MB"at 2%to 3-gal/100-ft?. 'Ruberold®Dual Smooth'may be used as an alternate to'Ruberoid@ Mop Smooth"or"Ruberoid®20"or"Ruberold®20 HT'. 'Ruberotd®Mop Smooth 1.5'may be used as an alternate to'Ruberoid®Mop Smooth". Class A,s and C Hot roofing asphalt,for use with organic and glass felts or modified bitumen membranes. "Ruberold®Heat Weld"SBS roofing membrane may be used in lieu of'Rubemld®Mop"SBS products In any applicable Classification. ClasaA 66066• • • 6666 6666•• 1.Deck:C-15/32 Incline:3 •••• i •• • •• insulation(Optional):—One or more layers perlite or wood fiber or lass fiber orpolylsocyanurate •0 6••• •• • •••••a g or urethq►rrp:ygNtte/polytsqpanurabe• • composite or pedite/urethane composite or wood ftber/polylso yanurate composite or phenolic,any thickness. •••.• Ply Sheet:—Three or more plies Type G1 or"GAFGLAS®Ply 4"or"TN-Ply®Ply 4"or"GAFGLAS®Ply 6'hot gitoo f. ;•••;• • Surfacing:—Gravel. 0000 • 00000, 2.Deck:C-15/32 Incline:2 6.606: :000:0 60.06 •6 66 6 •6.66 Insulation(Optional):—One or more layers peNlte or wood fiber or glass fiber or polylsocyanurate or uretho b="rlite/polyfsotyanurate •6 composite or perilte/umthene composite or wood fiber/polylsocyanurate composite or phenolic,any thickness. • • • • ••••• Ply Sheet:—Three or more plies Type GI or"GAFGLAS®Ply 4"or"TN-P"Ply 4"or'GAFGLASO Ply 60. • i 6 6 6 0• • • Cap Sheet:—One ply Type G3"GAFGLAS®Mineral Surfaced Cap Sheet"or"TN-Ply®Mineral Surfaced Cap SNiaej•a•:'GAFGU,S% •••••• EnergyCap'"BUR Mineral Surfaced Cap Sheet". • • • •6.6 • 3.Deck:NC Incline:2 f Insulation(Optional):—One or more layers perllte,wood fiber,glass fiber,polylsocyanurate,urethane,peNite/polyisocyanurats composite, peritte/urethane composite,wood ober/polylsocyanurate composite,phenolic,2-In.maximum. Ply Sheet:—Two or more plies Type GI'GAFGLAS®Ply 41,"Tri-Ply®Ply 4'or"GAFGLAS®Ply 61. Cap Sheet:—One ply Type G3"GAFGLAS®Mineral Surfaced Cap Sheet'or"TN-Ply®Mineral Surfaced Cap Sheet"or'GAFGLAS® EnergyCepO"BUR Mineral Surfaced Cap Sheet. 4.Deck,C-15/32 Incline: I Slip Sheet(Optional):—Rel rosin paper,nailed to deck. insulation(Optional):—Any thickness perlfte or wood fiber or glass fiber or polylsocyanurate mechanically fastened or adhered with OMG Inc."OlyBond Fastening System"or any UL Classified Insulation adhesive. i Base Sheets—One ply Type G2'_ #75 Base Sheet'or"TN-Pty®#75 Base Sheet'(may be nailed). Ply Sheet:—DMe or morey-plies 1 GAFG P or"TN-Pty®Pty 4'or GAFGLAS®Py 60. j Cap Sheet:—One ply Type G3" Hera CaD Sheet'or'TN-Ply®Mineral Surfaced Cap Sheet'or"GAFGLAS@ EnergyCap-BUR Mineral Surfaced Cap Sheet". Surfacing(Optional):—'TOPCOAT®EnergyCoteTM ElastomeNC Coating"applied at a rate of 2-gal/10040. E S.Deck:NC Incline:3 Base Sheet:—One ph'Type G2"GAFGLAS®#75 Base Sheet"or'TN-Piy®#75 Base Sheet". Ply Sheat:—One or more plies Type G1'GAFGLAS®Ply 4'or"Tri-Ply®Ply 4'or"GAFGLASO Ply 6". Cap Sheet:—One ply Type G3'GAFGLASO Mineral Surfaced Cap Sheet"or"TN-Ply®Mineral Surfaced Cap Sheet'or"GAFGLASO EnergyCep""BUR Mineral Surfaced Cap Sheet." 6.Deck:C-15/32 Incline:2 E i Insulation:—One or more layers perft glass fiber,polylsocyanurate,urethane,peNlte/polytsocyanurate composite,perlite/urethane composite,phenolic,1 In.minimum(offset a minimum of 6-in.from plywood deck joints). Base Sheets—One or more plies Type GI or Type G2 or Type G3. Membrane:—One or more piles'RuberoldO Torch Smooth"or"Ruberotd®Torch Granule"or'Rubemtd®Torch Granule Plus"or'Ruberold® Mop Smooth"or"Ruberold®Mop Smooth 1.5"or"Ruberoid®Mop Smooth Pius"or"Ruberotd®Mop Granule"or"Rubarofd®Mop Plus Granule or"ROOFMatch'"SBS Modified Granular"or'rrl-Piy®SBS Modified Bitumen Membrane"or"ROOFMatch'"APP Modified Granular'or'TN-Ply® TP-4G"or"TN-Piy®TP-4'or"Ruberold®Dual Smooth'. iq://&tabase.ul.com/cgi-bin[X`W/template/LISFXT/1FRAME/shoviMe.html?name=TGFU.R14153&ec... 2/17/2015 ••w• 9.0006 9999 • • :0.000 • s• 9999•• ••9••• • • • • •000•• • • • 0000 •••9.9• • 9 469:6 0 0 0000 9999•• • 9 so • • • •0900• • • • • 9999•• • • • • • • • • • ••000• • • • • • Soso • Of • • Miami Shores Village soon Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 IORt Tel: (305)795.2204 Fax: (305)756.8972 RE: Pe DATE: C Q INSPECTION AFFIDAVIT licensed as a(n) Contractor/Engineer/Architect, (Pant name and circle License Type) FS 468 Building Inspector License#: C-C'0Cj1 0j-)J On or about 151 W , I did personally inspect the roof deck nailing (Date&time) work at rra 6\I I W� 3g (Completa Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual(Based on 553.844 F-S) Signature State of Florida County of Dade: The undersigned, being the first duly swom,deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of M l U Notary Public, Sate of Florida at Large ;; Commisslon#F986571 kV ;off=Expires June 22,2020 8ondadThru Troy Wn InwMffW 800 36gT018 'General,Building,Residential,or Roofing Contractors or any Indididual ceffW under 468 F.S.to make such an Inspection.Include photographs of each plane of the roof with permit#and address#clearly shown marked on the deck for each Inspection Nc d—f—/714nMMAMM PMO