The URL can be used to link to this page

RF-19-588Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address issue Date: 03/21/2019 Parcel Number 201 NW 111TH ST, Miami Shores, FL 33168 1121360010650 Contacts Permit No.: RP-03-19-588 Permit Type: Roof Work Classification: Tile/Flat Permit Status: Approved Expiration: 09/ 16/2019 MUCIAL AND LUCIE THONY Owner OMEGA ROOFING INC Contractor ARDIEL BARRIOS 9190 NW 119 ST 3, MIAMI, FL 33018 Business: 3058261144 Description: RE-RROF TILE AND FLAT Valuation: $ 22,600.00 Inspection Requests: 305-162-494 Total Sq Feet: 2,900.00 Fees Amount Application Fee - Other $50.00 CCF $13.80 DBPR Fee $4.50 DCA Fee $3.00 Education Surcharge $4.60 Roofing Fee $250.00 Scanning Fee $9.00 Technology Fee $7.50 Total: $342.40 Payments Date Paid Amt Paid Total Fees $342.40 Check # 5354 03/18/2019 $50.00 Check # 5355 03/21/2019 $292.40 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWN FFIDAVIT: I certify that all the f ng information is accurate and that all work will be done in compliance with all applicable laws ulating construction and zonin . Futher uthorize the bove named contractor to do the work stated. t IL Authorized Signature: Owner / Applicant / Contractor / Agent Date March 21, 2019 Page 2 of 2 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 . ;� n '� 1� "� .��''' RE: Permit # A`}{- � �� DATE:: : �A � 'Pi � "":' ...... .... ...... INSPECTION AFFIDAVIT '::::' : • • • •: .... . ..... I licensed as a (n) Contractort rigineeV/ Architect, • • •; • (Print name and circle license Type) FS 468 Building Inspector • • • • • • • • License #: On or about CC-Cd-� -�-l� -7 I did personally inspect the roof deck nailing (Dat time) work at Z© 1 w l (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Man ased on 553.844 F. 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. p,{V1 rCg4��///i Sworn to and subscribed before me this day of ��P •--•• �° MISSION 20 Notary Public, Sate of Florida at Large #GG18988t i��i' 9�` • �10U9h t s� Spa`; • • \c�� 'General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of ea'NI119PB pf►t119of with permit # and address # dearly shown marked on the deck for each inspection 0-A-1 — Mlnnn1A\Kni rwo Miami Shores Village Building Department MAR 18 2019 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 I� BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC n/ROOFING,. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP �j CONTRACTOR DRAWINGS JOB ADDRESS: Z D/ OL'u l/ 1 � D City: Miami Shores County: Miami Dade Zip: -33 16 2 Folio/Parcel#: i /- Z / `3 6- 00 / _ Q 6 SO Is the Building Historically Designated: Yes NO Occupancy Type: Load: �Constrruction Type:: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): C " Phone#: Address: „ '—Z O !&,1 I.t/ _ ! ! L S City: Tenant/Lessee Name: Email: CONTRACTOR: Company Na Address: 9/ 2 C�_ _ State: - hone#: '73I62 1 �©s'�z6/l4Li City: LL (0 e 5 / State: / Zip: `"t V l -P Qualifier Name: ( o ✓� �'•� Phone#: 79 (� -!0 Z. 5 C0 State Certification or Registration M CC'C O '117, __7_q 7 z Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ ZZ, 6D OD . o O Square/Linear Foot ge of Work: Z 0D Type of Work: ❑ Addition El Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: N_ _ / - _ t Specify color of color thru tile: Y -ems e_m r -r Submittal Fee S Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Permit Fee $ 2�� O�) CCF $_ Radon Fee $ DBPR $ Training/Education Fee $ c CO/CC $ Notary $ Double Fee $ Bond $ C�N) . TOTAL FEE NOW DUE $ 2 9 Z. 44 0 --)92.24 d , Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address Zip City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. LJ Signature ,kl1�i(il r. I �j2 / Signa re OWNER or AGENT CONTRACTOR The foregoing instrument s ackno ledged before me this day f &A/^- � 20 by ` w C�IiS rsonall own to The foregoing instrument s acknowledged before me this / S ay of �o 20 ! by ,( ho is ersonall wn to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTAR NOTAR IC: \PPMI CA�rL�� • MM SSION EXa �i �� O �G°y 20, 2 '9FJ,• �� • •MMISSIONE vi Sign. /� •;°° 20, ka9• Print:L.'d—.rz,.� .� _ �t r' _ Print: %rz.c,., Cyr * 40-- 0 # -_ o- #G568 #GG189888 Seal: �5,.' o o e. Seal: 2 •0 2• Q 0 ' h;°;9h ts1 S�a� ��``��••a�h� e�os�•• Q APPROVED BY t Plans Examiner Zoning Structural Review Clerk (Rev1sed02/24/2014) 3/15/2019 Property Search Application - Miami -Dade County I. I Address .Owner Name Folio SEARCH: 201 NW 111 St y PROPERTY INFORMATION Folio: 11-2136-001-0650 Sub -Division: NEW MIAMI SHORES ESTS Property Address 201NWIll ST Miami Shores, FL 33168-3301 I Owner MUCIAL THONY &W LUCIE Mailing Address E 201 NW 111 ST MIAMI, FL 33168-3301 PA Primary Zone ! 0700 SGL FAMILY - 1551-1700 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half Floors Living Units Actual Area 2/2/0 1 1 1,891 Sq.Ft https://www.miamidade.gov/propertysearch/index.html#/ 1/8 3/15/2019 Living Area Adjusted Area Lot Size Year Built Featured Online Tools Comparable Sales Non -Ad Valorem Assessments Property Record Cards Property Taxes Property Search Application - Miami -Dade County 1,503 Sq.Ft 1,662 Sq.Ft 10,200 Sq.Ft 1953 Glossary PA Additional Online Tools Property Search Help Report Discrepancies hftps://www.miamidade.gov/propertysearch/index.html#/ 2 /8 3/15/2019 Property Search Application - Miami -Dade County Report Homestead Fraud Tax Estimator Value Adjustment Board Tax Comparison TRIM Notice ASSESSMENT INFORMATION Year 2018 2017 2016) Land Value $218,998 $218,998 $183,367 Building Value $115,675 $115,675 $115,675 ` Extra Feature Value $4,447 $4,508 $4,569 Market Value $339,120 $339,181 $303,611 I Assessed Value $101,159 $99,079 $97,042 - TAXABLE VALUE INFORMATION 6 2018 2017 2016: I COUNTY 1 Exemption Value $50,000 $50,000 $50,000 I Taxable Value $51,159 $49,079 $47,042 SCHOOL BOARD - Exemption Value $25,000 $25,000 $25,000 I Taxable Value $76,159 $74,079 $72,042 CITY Exemption Value ��$50,000 $50,000 �- $50,000 E Taxable Value $51,159 $49,079 a $47,042 REGIONAL Exemption Value $50,000 $50,000 $50,000 1 Taxable Value ° $51,159 ___ ..__ _.._ $49,079 -- - - - - - - - $47,042 - - BENEFITS INFORMATION Benefit Type 2018 2017 Save Our Homes Cap Assessment Reduction $237,961 $240,102 Homestead Exemption $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). � I t I 2016 $206,569 $25,000 $25,000 t I } i , I - - ►j https://www.miamidade.gov/propertysearch/index.html#/ 3/8 3/15/2019 Property Search Application - Miami -Dade County FULL LEGAL DESCRIPTION i 36 52 41 i d 11 NEW MIAMI SHORES ESTS PB 51-80 i LOT 17 BLK 3 1 r LOT SIZE 102.000 X 100 j I OR 20788-4453 06 2002 4 SALES INFORMATION ' Previous Sale Price OR Book -Page Qualification Description 06/01/2002 $0 20788-4453 Sales which are disqualified as a result of examination of the deed i 04/01/1994 $79,000 16351-2202 Sales which are qualified 11/01/1971 $32 500 00000-00000 Sales which are qualified t � q For more information about the Department of Revenue's Sales Qualification Codes. F � � 2018 # 2017 2016 LAND INFORMATION Land Use Muni Zone PA Zone Unit Type Units Calc Value E GENERAL R-12.5, R-13 0700 - SGL FAMILY - 1551-1700 SQ Front Ft. 102.00 $218,998 BUILDING INFORMATION ! Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft. Calc Value 1 1 1953 1,786 1,398 1,592 $110,803 1 2 1962 105 105 70 $4,872 Building Sketches Available! 0 EXTRA FEATURES Description Patio - Brick, Tile, Flagstone Chain -link Fence 4-5 ft high IPatio_ Screened over Concrete Slab Year Built 1990 1973 1971 i Units Calc Value 424.8 $3,411 100 $580 E 92 $456 i https://www.miamidade.gov/propertysearch/index.html#/ 4/8 3/15/2019 Property Search Application - Miami -Dade County ADDITIONAL INFORMATION The information listed below is not derived from the Property Appraiser's Office records. It is provided for convenience and is derived from other q government agencies. LAND USE AND RESTRICTIONS Community Development District: NONE j{ Community Redevelopment Area: NONE C fEmpowerment Zone: NONE ! Enterprise Zone: NONE Urban Development: INSIDE URBAN DEVELOPMENT BOUNDARY I� Zoning Code: i R12.5 - } l Existing Land Use: I NONE j Government Agencies and Community Services if x OTHER GOVERNMENTAL JURISDICTIONS —_— Business Incentives Childrens Trust ° City of Miami Shores ( Environmental Considerations Florida Department Of Revenue Florida Inland Navigation District 3 PA Bulletin Board 1 Non -Ad Valorem Assessments f ! I School Board i South Florida Water Mgmt District is Tax Collector 6 I� The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp For inquiries and suggestions email us at http://www.miamidade.gov/PAPortaI/ContactForm/ContactFormMain.aspx. Version: 2.0.3 EXEMPTIONS 5 BENEFITS Deployed Military https://www.miamidade.gov/propertysearch/index.html#/ 5/8 3/15/2019 Disability Exemptions Homestead Institutional Senior Citizens REAL ESTATE 40 Yr Building Re -Certification Appealing Your Assessment Defective Drywall Folio Numbers Mortgage Fraud TANGIBLE PERSONAL PROPERTY Appealing your Assessment Assessment Information Search Exemptions Extension Requests Filing Returns PUBLIC RECORDS Property Search Application - Miami -Dade County More > More > More > hftps://www.miamidade.gov/propertysearch/index.html#/ 6/8 3/15/2019 Property Search Application - Miami -Dade County Address Blocking Change of Name Change of Address Change of Ownership & Title Declaration of Condominium ONLINE TOOLS Property Search Property Sales Tax Estimator Tax Comparison Homestead Exemption and Portability TAX ROLL ADMINISTRATION Appealing your Assessment Reports More > More > https://www.miamidade.gov/propertysearch/index.html#/ 7/8 3/15/2019 Property Search Application - Miami -Dade County More > https://www.miamidade.gov/propertysearch/index.html#/ 8/8 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756:8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE. BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. •••• . . .... ...... .. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl33138 Re: Owner's Name: • •.•••• •••• • G% as go ''' ... Property Address: —zor. 01, /it SW •�•••• Roofing Permit Number: ' • • • •• • . •• Dear Building Official - certify that I am not required to retrofit the roof to wall connections of my building because: KfThe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation, o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) -r Signature Print Name State of Florida County of Dade ��wutnluiii�. The undersigned, being the first duly sworn, deposes and says that he/sh is thee owner for the abc b giC Toned. Sworn to and subscribed before me this day of X-E'�� * zor ��••a��SSUNfXaj�•• wo'y 20. ?p F� • G E* Notary Public, Sate of Florida at La yP�BL^I� When the Just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not �Idko) 1Yr�C nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 RE: Permit # Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION AFFIDAVIT DATE: '� c � P (l `j •..• . . .... ...... licensed as a (n) Contr4c)Q;i�ngineer/,4 chitect' .000% Print name and circle License Type) FS 468 Building Inspectof "'. :...:. License #: cr C © ...... . . . . ...... On or about I did personally inspechtDV!L; f dec c rl'I'n • • • • (Date &-time) ' • ' work at '-Zo ! t.v l t (complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned, Sworn to and subscribed before rs t day of o�� 9 �o�` \Pp,M CA( �0 z 402 Q Notary Public, Sate of Florida at L =fir ®•� - 9 #GG189888 9: Q i 2 P c5S•• • F � 'General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include,photographs 9 with permit # and address # dinspection early shown marked on the deck for each in ,,, l t I I ►►►►► 0o„i—r..,,r7j4n»n1eWZP)4W n 1 1 1 1 1 1 1 1 i 1 1 1 I I 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1525 HIGH -VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code Sth Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,,�6,7e' e Prescriptive BUR-RAS 150 A,B,C 4,5,6J..... Asphaltic Shingles A,B,D 1,2,4,5,W • • • Concrete or Clay Tile A,B,D,E 1,2,3,4,0,g,7K • • Metal Roofs A,B,D 1,2,3,45;G,7e e. Wood'Shingles and Shakes A,B,D 1,2,4,5E 7 " Other As Applicable 1,2,3,4,!t6,7• ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations. Applicable Detail Drawings 3. Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128 4. Other Component of Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation r, be e e 15.36 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) MIM Copyright to, or licensed by, WC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 1032:12 AM pursuant to License Agreement. No further reproductions authorized. FCENED ROOF ASSEMBLIES AND ROOFTOP STRUCTU Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. 1 1 Section A (General Information) 1 1 Master Permit No. Process No. 1 Contractor's Name/01 ' 1 1 Job Address 1 1 ROOF CATEGORY ... 1 Mr/Low Sloe _ L P ❑ Mechanically Fastened Tile B MortartAdhesive Set Tiles • • • ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood 6;iilglec/Shake9.'.: . •.. f. Prescriptive BUR-RAS 150 • • • • • • L. . .... ROOF TYPE 6 6...... ❑ New roof ❑ Repair ❑ Maintenance ❑ Reroofing Re corerillg• • • •1• ROOF SYSTEM INFORMATION • • •'1' • Low Slope Roof Area (SF) Z b D Steep Sloped Roof AREA (SSF) z100rotal (SF) :Z�e pfl • • • • • • ...... or Section B (Roof Plan) 1 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimen- sions of sections and levels, dearly identify dimensions of elevated pressure zones and location of parapets. 1 1 17�MEN■�� l��ii ■��i� M MNo I��Cl��■ M on ON \i_�_�_a!_MEAAaliNo��■� NNEW no IMM_d�-Mll��fii�0�� INEEM��ME MO MINE ■E�� El® �M® ME 0 OMEN MEMIMMENI%IMEME\ No MWERE 0 0 M M IN M�� MENME ■ME IMMIMENIMMIMMINUM ME FLORIDA BUILDING CODE - BUILDING, 5th EDITION (2014) 15.37 Oka CoPyright to, or licensed by, [CC (ALL RIGHTS RFSERV ED); accessed by Eliezer Palacio on Jun 8. 2015 10:32:12 AM pursuant to l.iccnse Agreement. No further reproductions authorized. 1 i 1 1 1 1 1 1 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) 1 High -Velocity Hurricane Zone Uniform Permit Application Form. 1 1 1 Section C (Low Slope Application) Top P Fa en n ' teria 1 Fill in specific roof assembly components and identify "L 1 1 manufacturer 1 (If a component Is not used en ' as "NA") Surfacing: 1 Fastener Spacing for Anchor/Base Sheet Attachment: 1 1 System Manufacturer: p 1 1 Field: oc Q Lap, # Rows Z @ ! " oc 1 ' j ! Perimeter:" oc @ Lap, # Rows Y �P 1 1 Product Approval No.: � � ,. @ " oc Design // 1 1 Comer: (Voc @ Lap,# Rows 4( "' • gn Wind Pressures, From RAS 128 or Calculations: � @ 6 " �� • � • 1 � • • ' P1: 417 . P �� Number of Fasteners Per insulation Beard! 1 • • 1 P2: P3: r' ��• 0. . . .... .�. }�.L..... 1 Max. Design Pressure, from the specific product Field L� Perimeter .:..Comer ti4 0f ..... approval system: • . • . . 0r ' Illustrate Components Noted and Dl WIj �g Appli Ib1d"' r.... Deck: �Woodblocking, Gutter, Edge Termigatigp. $tripping. Fla>hing, ..;..' 1 � Continuous Cleat, Cant. Strip, Base � was%ling, CoumteVM hing, [(� • • 1 Type: Coping, Etc. Gauge/Thitskness: H �^ Indicate: Mean Roof Height, Parapei`-� tg*ht, Height of Base 1 Flashing, Component Material, Material Thickness, Fattener • "" 1 Type, Fastener Spacing or Submit t4arulfacturers'betails that �....; 1 Slope: �f Comply with RAS 111 and Chapter 1W ' ; . •' . r • 1 Anchor/Base Sheet & No. of Ply(s): • • • 1 1 Anchor/Base Sheet Fastener/Bonding Materia): =V� -"-7 T VFT. 1 1 Insulation Base Layer. 1 Para ' 1 Base Insulation Size and Thickness: Z �4 pet 1 Height 1 Base Insulation Fastener/Bonding Material e" P 94'V7 1 1 1 1 Top Insulation Layer: FT1'O 1 1 1 Top Insulation Size and Thickness: d®� Mean 1 �/ 1 1 Top Insulation Fastener/Bonding Material: Height i Base Sheet(s) & No. of Ply(s): 40• i q [ QgP� S plr/ �� 2 �'4 1 !� 1 1 Base S et Fastant7o ing Material: 1 1 �` rtr: % ` / 1 IPly Sheet(s) & No. of Ply(s): j+ 1 1 1 Ply Sh F net bonding a ial: �^ 1 1 V IS ! 2 .P ,1JL 1 _ Top Ply: _ a,S �.1Ovrr ry a.e� '7,1 1 1 16.38 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) ' Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Elie= Palecio on Jun 6, 2015 10:32:12 AM pursuant to l.icease Agreement. No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: /, Notice of Acceptance Number. 1 9 D 50 9 16 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: :3Q. / P1: �, L_ P1: / 190. Deck Type: • • • • - . . ....11 ...... Type Undedayment: � ��..'... t _. .. .. 4 e e: e Roof Slope: Y •1 • 12 ...... Insulation: • a • • • a •' r. . ...... ... ..... Fire Barrier: • • • • • • *lL 1 ' Ridge Vent ? Fastener Type & Spacing: 2 �q / ' • , �� • • • . •••• •1 • Adhesive Type: �� 9 4, Type Cap Sheet: Mean Roof Height: Roof Covering: _ q Type & Size Drip Edge: i 1 . 1 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.39 g 11111111 ' t ' 1 1 Copyright to, or ticeased by,1CC (ALL RIGHTS RESERVED); accessed by FJie= Palacio on Jun 8, 2015 10 32:12 AM pursuant to Ucease Agreement. No further reproductions authorized. 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 / 1 1 1 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from K. If the M, values are greater than or equal to the M, values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P1 � % x 7�1 K1� - Mg:�Z M„� Product Approval M, Z (P2:V x�Xit'2115 ='Zl.y4- Mg:� Z_- M2 j123 Product Approval M, Z 6. ! Product Approval M, Z Co. / Method 2 "Simpl"fiied Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product ADDroval M. M,.required Moment Resistance* • a*:* • Mean Roof Height Roof Slope 15, 20, 25, 30' * r30' • 212 34.4 3 . 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 . % 39.8 • 4:12 30.4 32.2 33.8 35.1 ...83.3 5:12 28. 30.1 31.6 32.8 34.9 6:12 .4 28.0 29.4 30.5 f . 2.4 7:12 24.4 25.9 27.1 28.2 30.0 • *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based file systems use Method 3. Compared the values for F with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method "Uplift Based Tile Calculations Per RAS 127" (P1:_ x L _ - x w: = i) - W: x cos 0 = F„ Product Approval F' (P2: x L = x w: _ ) - W: x cos 0 = F,2 Product Approval F' (P3: x L - = x w: _ ) - W: _xcos 0 = FY9 Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 Mean Roof Height Job Site Roof Slope E) Job Site Aerodynamic Multiplier x Product Approval Restoring Moment due to Gravity M8 Product Approval Attachment Resistance Mr Product Approval Required Moment Resistance M9 Calculated Minimum. Attachment Resistance F Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. 15.40 FLORIDA BUILDING CODE - BUILDING, 5th EDITION (2014) 8 t I I 1 1 1 Copyright to, or licensed by. ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10.32:12 AM pursuant to License Agreement. No further reproductions authorized. DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy 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 Coiafr6t Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve t ie Ml!t to have Mis ' product or material tested for quality assurance purposes. If this product or material fails to pgrfpl� in the, cecpted • manner, the manufacturer will incur the expense of such testing and the AHJ may immediataly.teyoke, modify, or . .... suspend the use of such product or material within their jurisdiction. RER reserves the right to•ra yoke this a �eeptanc�.,. m if it is determined by Miami -Dade County Product Control Section that this product or materM fails to eet tTe • • • • • ' requirements of the applicable building code. ...... 0 00004, ..... This product is approved as described herein, and has been designed to comply with the FloM d *luilding Lode "'..' including the High Velocity Hurricane Zone of the Florida Building Code. : • * 0 ...... DESCRIPTION: Boral Villa 900 Concrete Roof Tile • • •' .. :" LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.16-0711.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Freddy Semino 0 NOA No.: 18-0509.16 Mbar�tIone COUNnr Expiration Date: 09/21/21 Approval Date: 06/28/18 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This renews a system using Boral Villa 900 Concrete Roof Tile, as manufactured Boral Roofing, LLC in Lake Wales, FL and described in Section 2 of this Notice of Acceptance. For 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 done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Specifications Boral Roofing Villa 900 Length = 17" TAS 112 Width = 13" Type lb '/2" thick Class III Trim Pieces 1= varies TAS 112 w = varies varying thickness 2.1 PRODUCTS MANUFACTURED BY OTHERS Product Name ICP Adhesives Polyset® AH-160 TILE BONDTM Roof Tile Adhesive "Tile Tite" Roof Tile Mortar DAP Foam Touch N Seal StormBond® 2 Roof Tile Adhesive Product Description Two component polyurethane foam adhesive. ••.• ko(ljot •••• •.•••• Deuriation '••'•i •..•i• Low profile, interlock 1iA,:ltgh pressure extrudp��•• concrete roof tile equip ed.with tl3ree.r%il holes • ...... and double rolls. Fore ijj c tdeck,`ba� en, mort*goes . : • • . or adhesive set applicalibiv' • 000000 Accessory trim, concf,& W�f pieces for use at • R ridges, hips and rakes • Single component polyurethane foam roof tile adhesive. Premixed, pre -bagged roof tile mortar. Two component polyurethane foam adhesive. 2.2 MANUFACTURING LOCATION 2.2.1. Lake Wales, FL Manufacturer (With Current NOA) ICP Adhesives and Sealants, Inc. The Dow Chemical Company Bermuda Roof Co. Inc. The Dow Chemical Company NOA No.: 18-0509.16 Expiration Date: 09/21/21 Approval Date: 06/28/18 Page 2 of 7 2.3 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Nutting Engineers 13343.1 TAS 112 Apr. 2006 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 & TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix H TAS 108 (Nail -On) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied 94-060B Static Uplift Testing March, 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing .MV J 994 Engineering, Inc. . TAS 101 (Mortar Se • .... ...... . Redland Technologies P0631-01 . • Wind Tunnel Testing**:- • dety- 1994 ....:. TAS 108 (Mortar Setj'•••• ;�•�� Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing....' ;AW..'1994 • TAS 108 (Nail -On) ...... ... ..... ' The Center for Applied Project No. 307025 Wind Driven Rain , : � : : .a wt 1994 Engineering, Inc. Test #MDC-76 • TAS 100 : . The Center for Applied 25-7183-1 Static Uplift Testin4 .'. • Feb. 1995 ;. Engineering, Inc. 25-7183-2 .. . TAS 102 . . . .. (2 Quik-Drive Screws, Direct Deck) The Center for Applied 25-7214-2 Static Uplift Testing March, 1995 Engineering, Inc. 25-7214-6 TAS 102 (1 Quik-Drive Screw, Direct Deck) (1 Quik-Drive Screw, Battens) Celotex Corporation 528454-2-1 Static Uplift Testing Sep. 1998 Testing Services 520109-2 TAS 101 Dec. 1998 Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25-7584 December 1996 25-7804b-8 25-7804-4 & 5 25-7848-6 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers 09/01/16 Walker Engineering, Inc. Evaluation Calculations Two Patty Adhesive Set System April 1999 Walker Engineering, Inc. Evaluation Calculations Restoring Moment Due to Gravity 09/01/16 American Test Lab of South RT0617.02-16 TAS 112 06/29/16 Florida -0509.16 MIAMFDADECODU NOA No.: e: 09/21/21 Expiration Date: 09/21/21 Approval Date: 06/28/18 Page 3 of 7 2.3 EVIDENCE SUBMITTED Test Agency Test Identifier PRI Construction Materials Technologies PRI Construction Materials Technologies PRI Construction Materials Technologies COPO-002-02-11 COPO-002-02-04 COPO-002-02-03 Test Name/Report Date Static Uplift Testing 10/12/2016 TAS 101 (Adhesive Set) Static Uplift Testing 10/12/2016 TAS 101 (Adhesive Set) Static Uplift Testing 10/12/2016 TAS 101 (Adhesive Set) 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set the applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory tQ perform qt�er1y test in • • • • accordance with TAS 112, appendix `A'. Such testing shall be submitted to the guildint Code. Coropliance • • Office for review. • • • : • • •.. •.: 3.4 Minimum underlayment shall be in compliance with the applicable Roofing AppDjations Standards listdd...: • • section 4.1 herein. .... � • � � • 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to tltd 166 f slope. Vf� �s stated • • otherwise by the underlayment material manufacturers published literature. .. .. .. . ...... 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall Min com�liznce applicable building code. • 4. INSTALLATION • • • • 4.1 Villa 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (Ibf) Length-1 (ft) Width-w (ft) Villa 900 Concrete Tile 10.90 1.42 1.08 Table 2: Aerodynamic Multipliers - ,% (ft3) Tile Profile )L (ft3) Batten Application X (ft3) Direct Deck Application Villa 900 Concrete Tile 0.291 0.315 Table 3: Restoring Moments due to Gravity - Mg (ft.-lbf.) Tile Profile 2":12" 3":12" 411:12" 5":12" 6":12" 7":12" or greater Villa 900 Concrete Tile Direct Deck Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.70 7.62 6.56 7.50 6.42 7.34 6.26 7.15 1 6.08 6.95 NOA No.: 18-0509.16 Expiration Date: 09/21/21 Approval Date: 06/28/18 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mechanically Fastened Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19/32" plywood) Villa 900 2-10d Ring Shank Nails 27.8 37.4 28.8 Concrete Tile 1-10d Smooth or Screw 8.8 11.8 4.1 Shank Nail 2-10d Smooth or Screw 16.4 21.9 7.1 Shank Nails 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip)... 1-10d Smooth or Screw 19.0 19.0 ; '..2Z.I .. Shank Nail Eave Clip) •• ••• • 2-10d Smooth or Screw 35.5 35.5 "':" • • 34!.8 • • • Shank Nails Field Clip)' •"" :.. [2-10d Smooth or Screw 31.9 31.9 •,,,, • ; • • 2.2 • Shank Nails Eave Clip)...... .. • • •• •• .. . Table 5: Attachment Resistance Expressed as a Moment Mf IftIm • for Two Paddy Adhesive' Set Systems •' �...:. Tile Tile Application Mittirnum Attachment:" Profile Resistance Villa 900 Concrete Tile The Dow Chemical Company TileBond 26.12 ICP Adhesives Polyset® AH-160 two- 26.13 component foam DAP Foam Touch N Seal StormBond ®2 Roof 55 4 Tile Adhesive two -component foam 1 See foam adhesive manufacturer's component approval for installation requirements. 2 The Dow Chemical Company TileBond one -component foam, minimum weight per paddy 11.4 grams. 3 ICP Adhesives Polyset® AH-160 two -component foam, minimum weight per paddy 8 grams. 4 DAP Foam Touch N Seal StormBond ®2 Roof Tile Adhesive, average weight per paddy 8 grams, two component foam. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Villa 900 Concrete Tile ICP Adhesives Polyset® AH-160 two -component foam 86.615 ICP Adhesives Polyset® AH-160 two -component foam 45.5 6 DAP Foam Touch N Seal StormBond ®2 Roof Tile 407 Adhesive DAP Foam Touch N Seal StormBond ®2 Roof Tile 708 Adhesive NOA No.: 18-0509.16 Expiration Date: 09/21/21 Approval Date: 06/28/18 Page 5 of 7 5 Large paddy placement of minimum 54 grams. 6 Medium paddy placement of minimum 24 grams. 7 Medium paddy placement of minimum 30 grams. 8 Large paddy placement of minimum 60 grams. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Villa 900 Concrete Tile Mortar Seth 20.60 Tile-Tite Roof Tile Mortar. 5. LABELING •••• •••••• 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's narna os logo as'tW140 belgV,:: or following statement: "Miami -Dade County Product Control Approved". • • • • • . . . .... ...... .... . ..... .. .. 'go* ...... go...... . LABEL FOR BORAL VILLA 900 CONCRETE TILE (LOCATED ON THE UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. NOA No.: 18-0509.16 Expiration Date: 09/21/21 Approval Date: 06/28/18 Page 6 of 7 Nait holes 1" PROFILE DRAWING VILLA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE ,NOA No.: 18-0509.16 Expiration Date: 09/21/21 Approval Date: 06/28/18 Page 7 of 7 MIAMI-DADE COUNTY M#AMIM � PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy ICP Adhesives and Sealants, Inc. 12505 NW 44" Street Coral Springs, FL. 33065 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 0MYN Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve thg.tglr to haV tNis prodAef'.' or material tested for quality assurance purposes. If this product or material fails to perform p.4W accepteq %finer, the • manufacturer will incur the expense of such testing and the AHJ may immediately revoke,.iz Jo y, or suspend the }ise • of such product or material within their jurisdiction. RER reserves the right to revo�e•bhis accaptanGe, if iC l!s * *; determined by Miami -Dade County Product Control Section that this product or material fai1S4trmeet the requiremmAs.. of the applicable building code. •; • • • • • • • . . .. .. .. . ...... This product is approved as described herein, and has been designed to comply with otl�e. Florida Budding Code • • including the High Velocity Hurricane Zone of the Florida Building Code. • •.•:• .00000 •• • • •• • • DESCRIPTION: ICP Adhesives Polyset® AH-160 '.:..' LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control. Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyset® AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications ICP Adhesives Polyset®AH-160 ICP Adhesives Foam Dispenser RTF1000 ICP Adhesives ProPacV 30 & 100 N/A TAS 101 •YYY Product DescriptioA• • • • • • • • • • • Two component po yure�hane fo'ahi%tihesiaC.... .... ...... N/A Dispensing Equipment — N/A Dispensing Equipment Y Y Y • PRODUCTS MANUFACTURED BY OTHERS: YYYYYY . 0404 • Y Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Pro a Test Results Density ASTM D 1622 1.6 lbs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @1580F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% 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. NOA No.: 17-0322.03 MIAMI•DADE COUNTY Expiration Date: 05/10/22 �ffiuj..0 1 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94-060 257818-1 PA 25-7438-3 25-7438-4 25-7438-7 25-7492 NB-589-631 9637-92 01-6743-011 01-6739-062b[l] 7050.02.96-1 P36700.04.12 P39740.02.12 528454-2-1 528454-9-1 528454-10-1 520109-1 520109-2 520109-3 520109-6 520109-7 520191-1 520109-2-1 Test Name/Report TAS 101 TAS 101 SSTD 11-93 SSTD I1-93 SSTD 11-93 ASTM D 1623 ASTM E 108 ASTM E 108 '..' ASTM E 84 ...... TAS 114 •••• ASTM D 1623 TAS 101 TAS 123 TAS 101 .� TAS 101 TAS 101 Date 04/08/94 12/16/96 10/25/95 11 /02/95 12/12/95 02/01/94 04/�JOJ93 I V 16/94 440645 UJ X96 d4/18/12 o-Q47.K 1b/23J9'8 • . 000 12/28/98 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset® AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH-160. 2. ICP Adhesives Polyset® AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset® AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 000 . . .... ...... 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is regeiireei befole application • of any adhesive. The mix ratio between the "A" component and the "B" component shv1?te1naintaih2dTetweeh""' 1.0-1.15 (A): 1.0 (B). """ ' 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispense?RX.RlM00 os TV * • .... Adhesives ProPack' 30 & 100 dispensing equipment only. • • • • • • • • • • • • • .. .. .. . ...... 7. ICP Adhesives Polyset' AH-160 shall not be exposed permanently to sunlight. • • • 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes A; ICP U4:4 ves ****' Polyset' AH-160 has been dispensed. ...... 9. ICP Adhesives Polyset' AH-160 placement and minimum patty weight shall be in accordance with'th'e..' 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course - Flat, Low, High All Eave Course 17-23 sq. inches 45-65 Profiles Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile 42 17-19 sq. inches 30 Flat, Low, High Profiles 43 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap • Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal T 7 grairisper�bead • edge) 20-25 sq. inches each • • bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches • �'34 gram Vnoer pan..: .. .. .. . ...... LABELING: - . . . . ...... All approved products listed herein shall be labeled and shall bear the imprint or identifiable molting of the .. : • manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or le -Miami - Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 NAB through plastk asnent Paddy tRonambT%) jabmarequlrad). urd•r4ym•nt • �\ 101ti��` aaceerr:\ optional Eawcarru If, ^l^ K� Fa �• ea,�. a•.un Nall through plastic cement lwhen rt"lred) paeay 16•r,..th tA+Ewfsymwrt 21R Wide a, lilattem optional �+,`•�,� Esw Cleo two Course Fascia Nap through pl.stle When mquked) Paddyr lMn►.thTll•) tlnd+retay � e 21n.w4do Battens optional • F:sea Weephole to hs.? in. fame closes .t Drlp*dge MIAMI•DADE COUNTY Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. . . .... ...... ...... .. .. ...... Medium Profile / Double Pet;Tile ; • • • 1. Starting at the eave courst'apply a r8inimum 2" (50.8 mm) x 10" (254 nM; O T' (25.40AAA foam 0 0 paddy onto the underlaymentXositioned as shown • under the pan portion o;theetilr, closest to the • : • overlock of the tile being set.. 2. Continue in same manner. Insure apprmifiately 17 (109.7 cm2) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 "A through Putile tamens Peddr IQ.narthTllel (when required) Undmayntanst ° 1 Baatansoptlonal ° "``..may fawCoun. ''•' 6 ° Faura 2 F&VO closure Wail through plastic "Meat hvhen retruiredl ►Paddy lBeneathTile! i 4 �i#1dM�iyR1#nf ^� Tin , 2In N. Battens optional k 10~'�•,� sin fay. Course / Fascia Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown undertke strengthening rib closest to th e e erloclec# e tile .... • • being set. • • ' eae..• ea e• e.eaa• 3. Continue in same manner.'1•n� : re approxim �tely 10� • • • - (64.5 cm2) - 12(77.4 cm2)-sqjuaje inch;elheSiVe contact with the underside.gj.QV.tile. .. a ..:..' a e e •a e• a• a •.e.ae .eeae. Medium Profile / Double Pan Tile ' """ 1. Starting at the eave course, apply a mirxmum•2" (5j. 8 ae.• mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Nail ti muo plastic" twhen►egtrlred) Paddy lC.nwhTild U'nd.rtyrm+M N. 7 2 i1 4mensoptional Y S� Fare Cowse "� ascia t 0 ia. 21n. Es" d Wswee Grip edge ... . APPROVED High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm') square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown undor.tke pan • • • • • • portion of the tile closest to•t+he overlo le of tte tile • • being set. • • • • • • .. . • ...... . 3. Continue in same manner..lnsure approximately 17 (109.7 cm) - 19 (122.6 cm� q,upre inch #dbesive • • ; • •' contact with the underside.gf Wtile. ' . . . . ...... NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 tlatl � (when x4K ADHESIVE PLACEMENT DETAIL # 3 • 2 tc 41n. tole ��vV �i Flat/Low Profile Tile Hinder tile) Nail through piastic cement Single paddy under the (when required) Paddy (between tees) B )tens Paddy Hindertile) Ioptional Sirgfe P�df on top '1a► ` 424in. SM91 paddy on - unaeAar� loin. '�,� 21n. Fare Closure Eave Course Fascia Medium ProflleTile On the eave course only, apply a minimum 2" (50.8 min) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in' (109.7-148.4 cm2) of adhesive contact with the underside of the tile 2. Apply a4" 101.6min a4"• 141.6 •* x 254• pp Y ( ) .. � . �) � ( mm) foam paddy onto toe UVdgrlayn%4jwCt beloy%..:. the second course line posis?"wd foam paddy • under the strengthening rib•for flat tiles or unti der e • pan portion of the tile, clart seso the anderlock fof • • •. the second course tile to'liE?M:alled.. Mah "' •' approximately 8-9 in2 (51'6 n.1 cmz) of adhesive • contact with the o undersidet;e tile. • • • • • •••••• (Instructions continued on next page) • • : • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Hag through plastic 9n9le paddy under the (when required) Paddy (between tiles) Battens d Pacmderti)d (optional �' ( +Sbulep�d� ram, �aonc�d �! "4x4ftL SkMfie 2x4In '� + mop of Cie Eve course"' da Weephole loin. 2In. Eave closure Drip edge Hlgh ProflleTiie 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. • • • • • • ••.... • . . . . • •.••••• • • . • . • .000.0 . . •.•.•• • •• • • •• • • • • •0000 NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 1) Place enough adhesive to achieve 6S to 70 ! in contact with the pan tile. 2) Turn covers upside down. Place adhesive in to 1 in. from outside edge of cover tile. Then install the tile. Ensure 20 to 2S sq. in. contact area. IUnderlayment Eaveclosu►e (motar shown) Fascia ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Steep pitch applications (when required) Remove top portion of the eave course cover tile.Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile Two Piece Barrel (Cap and Pan) Tile l . Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure eee• approximately 65 (419.4 cm 2) — 70.(4�1*6 cm2 square inch adhesive;pptagt with the uroerside of the pan tile. ' ...... .. .. ...... ee.eee 3. Turn covers upside down-eVosing jbg;Wdersitle • of the tile. Apply a miriiirldm 1" (25.4 mm) x 1*T; (254 mm) bead of adClWs directwo3i� the inner .. . ...... edge of each side of tfie* o.* er tile. >' a ave • approximately 3/4" (V nnn3 to 1",(25.4 mm) ..; from the outside edgeof tlw tile, iQWd,'free of foam to allow for exp%iciori a e. 60%.6 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm2) - 25 (161.3 cm2) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 MIAMI-DARE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DMSION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy GAF 1 Campus Drive Parsippany, NJ 07054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade 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 Cpun;J.Product • • • "":' Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami DaM County). . `• reserve the right to have this product or material tested for quality assurance purposes. lrli is�roduct o� ` . .... material fails to perform in the accepted manner, the manufacturer will incur the expensgj)4such testing : •"`. and the AHJ may immediately revoke, modify, or suspend the use of such product or rrWcrial withli Heir .... • jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Mini-3ade Covgty, ••'•• Product Control Section that this product or material fails to meet the requirements of the applicable" building code. :..... . . . . This product is approved as described herein, and has been designed to comply with th$ F19 da Building Code: ..•.: ` including the High Velocity Hurricane Zone of the Florida Building Code. • ` DESCRIPTION: GAF Conventional Built -Up Roof Systems for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 14-1030.01and consists of pages 1 through 27. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 1 of 27 ROOFING SYSTEM APPROVAL Category: Roofing Sub -Category: BUR Material: Fiberglass Deck Type: Wood Maximum Design Pressure: -97.5 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description GAFGLAS' Ply 4 39.37" (1 meter) ASTM D2178 Smooth surfaced asphaltic ply sheet reinforced Wide with fiberglass mat. Tri-Ply® Ply 4 39.37" (1 meter) ASTM D2178 Smooth surfaced asphaltic ply sheet rNif"Ied ...... Wide with fiberglass mat. • • • GAFGLAS® 39.37" (1 meter) ASTM D2178 ...... .... ...... Smooth surfaced asphaltic4alplheet reinforced . • FlexPly' 6 Wide ...... with fiberglass mat. 0000 0 0 0000* • GAFGLAS®#75 39.37" (1 meter) ASTM D4601 0000. Smooth asphaltic base orbuv4y sh eetrekiforced.:..• Base Sheet Wide with fiberglass mat. • • • • • • a • • • •: • Tri-Ply` #75 Base 39.37" (1 meter) ASTM D4601 Smooth asphaltic base or bash/fly she t r� inforced . ..:. Sheet Wide with fiberglass mat. : • •: GAFGLAS' #80 39.37" (1 meter) ASTM D4601 Smooth asphaltic base or base/ply sheout: iirorced UltimaT" Base Sheet Wide with fiberglass mat. GAFGLAS` 39.37" (1 meter) ASTM D4897 Smooth surfaced asphaltic perforated venting base Stratavent® Wide sheet reinforced with fiberglass mat. Perforated Venting Base Sheet GAFGLAS' 39.37" (1 meter) ASTM D4897 Smooth surfaced asphaltic nailable venting base Stratavent®Nailable Wide sheet reinforced with fiberglass mat. Bottom side Venting Base Sheet surfaced with granules. Ruberoid' 20 39.37" (1 meter) ASTM D6163 SBS polymer -modified asphalt base or Smooth Wide anchor sheet reinforced with a fiberglass mat. Ruberoid' Mop 39.37" (1 meter) ASTM D6164 Smooth surfaced mop applied SBS base or Smooth wide anchor sheet reinforced with a polyester mat. Ruberoid' Mop 39.37" (1 meter) ASTM D6164 Smooth surfaced mop applied SBS base or anchor Smooth 1.5 wide sheet reinforced with a polyester mat. Ruberoid® Mop 39.37" (1 meter) ASTM D6164 Smooth surfaced mop applied SBS base or Plus Smooth wide anchor sheet reinforced with a polyester mat. Ruberoid® HW 25 39.37" (1 meter) ASTM D6163 Smooth surfaced torch applied SBS base or anchor Smooth wide sheet reinforced with a fiberglass mat. NOA No.: 18-0919.07 MIAMI•DADE COUNTY Expiration Date: 11/04/23 ' ' Approval Date: 11/08/18 Page 2 of 27 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Ruberoid' HW 39.37" (1 meter) ASTM D6164 Smooth surfaced torch applied SBS base or anchor Smooth wide sheet reinforced with a polyester mat. GAFGLAS® 39.37" (1 meter) ASTM D3909 Granule surfaced asphaltic cap sheet reinforced Mineral Surfaced Wide with fiberglass mat. Cap Sheet Tri-Ply® BUR 39.37" (1 meter) ASTM D3909 Granule surfaced asphaltic cap sheet reinforced Granule Cap Sheet Wide with fiberglass mat. GAFGLAS'& 39.37" (1 meter) ASTM D3909 Granule surfaced asphaltic cap sheet reinforced EnergyCap'} Wide with fiberglass mat. Cap sheet is factory coated Mineral Surfaced with TOPCOAT' EnergyCote' Elastomeric Cap Sheet Coating. Topcoat® Surface 5 or 55 gallons ASTM D6083 Solvent -based thermopla gtic * • • • •' ...... Seal SB •Webber sealant designed to protectzmd restorj age d� �oof • surfaces and to increase rbbfltflectivity • • • • • • • • Topcoat' 1, 5 or 55 gallons ASTM D6083 Water -based elastomeri;;;cting : • • • �: Membrane • • • • • • • .. Topcoat' MB Plus 5 or 55 gallons Proprietary ...... .. . ..... Water based, low VOC piimer c esigne�to►block • • • • • • asphalt bleed -through. :":': • Topcoat`' FireOut"' 5 or 55 gallons Proprietary . . . . ...... ...... Low VOC, water based f e 4&Z-ier coating. Fire Barrier Coating .. .. • • VersaShield®Fire- 12" x 100' rolls ASTM D226 Non -asphaltic, fiberglass reinforced underlayment Resistant Roof and/or fire barrier Deck Protection VersaShield' Solo' 42" roll wide, 100 ASTM D146, Non -asphaltic, fire resistant fiberglass Fire -Resistant Slip ft. D828, D4869, underlayment Sheet D6757 Topcoat 1, 5 gallons or TAS 139 Solvent -based elastomeric sealant. F1exSeal' 1 qt. tube NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 3 of 27 APPROVED INSULATIONS: TABLE 2 Manufacturer Product Name Product Description (With Current NOA) EnergyGuardT" Polyiso Polyisocyanurate foam insulation GAF Insulation EnergyGuardT"' Tapered Polyisocyanurate foam insulation GAF Polyiso Insulation EnergyGuardT' Ultra Polyiso Glass -faced polyisocyanurate foam insulation GAF Insulation EnergyGuardT"' RA Polyiso Polyisocyanurate foam insulation GAF Insulation EnergyGuardT"' RA Composite Polyisocyanurate foam insulation with high GAF Polyiso Insulation density fiberboard or permalite EnergyGuard RH Polyiso Polyisocyanurate foam insulation GAF.00000 . Insulation . .... ...... .. EnergyGuardT"' RH Tapered Polyisocyanurate foam insulation . . *:**GAF " '' 9609• • Polyiso Insulation 0.• • ... • EnergyGuardT"' RN Polyiso Polyisocyanurate foam insulation . ...... "" GAF: • • • • • ...... .. . . ..... Insulation .. .. .. ...... EnergyGuardT"' Perlite Roof Perlite insulation board :":• ;GAF . ' 0 . . Insulation . . ...... EnergyGuardT" Perlite Recover Perlite recover board .. .GAF .. . �....� .... Board Securock® Gypsum -Fiber Roof Gypsum board United States Gypsum Corp. Board Securock® Glass -Mat Roof Glass faced gypsum board United States Gypsum Corp. Board Structodek' High Density Fiber High density fiberboard Blue Ridge Fiberboard, Inc. Board Roof Insulation DensDeck' Prime Roof Board Gypsum board Georgia-Pacific Gypsum LLC DensDeck' Roof Board Gypsum board Georgia-Pacific Gypsum LLC NOA No.: 18-0919.07 MIAMI•DADE COUNTY Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 4 of 27 APPROVED FASTENERS: Fastener Product Number Name 1. Drill-TecT' #12 Fastener 2. Drill -Tee" #14 Fastener 3. Drill-Tec' ASAP 3 S 4. Drill-Tec'" 3" Steel Plate 5. Drill-Tec" 3" Standard Steel Plate 6. Drill-Tec"{ AccuTrac® Flat Plate 7_ Drill-Tec'I AccuTrace Recessed Plate 8. Drill-Tec 3 in. Ribbed Galvalume Plate (Flat) TABLE 3 Product Description Phillips head, modified buttress thread, pinch point, carbon steel fastener for use in steel or wood decks. With CR-10 coating. Available with a pinch point or drill point. Truss head, self -drilling, pinch point, high thread fastener for use in steel, wood or concrete decks. Drill-TecT" #12 Fastener with Drill-TecT" 3" Standard Steel Plate. Round Galvalume® steel stress plate with reinforcing ribs and recessed for use with Drill-Tec" fasteners. Galvalume® coated steel stress plate for use with approved Drill -Tee"' fasteners. A2-SS aluminized steel plate for use with Drill-TecT"' fasteners. Galvalum' steel plate with recess for use with Drill - Tee"' fasteners. Round Galvalume® plated steel stress plate with reinforcing ribs for use with Drill-TecT"' fasteners. Dimensions #12 x 8" max. length, #3 Phillips head. Manufacturer (With Current NOA) GAF #14 x 16" max. length, #3 Phillips head. See component: .'. 3" Rounds ••••• •..• . . •• •• 3" Round: ••••• •• • 3" square; 017" thick 3" square; 017" thick 3" Round GAF OMB •• •• GAF •....• GAF ...... •..• GAF GAF GAF NOA No.: 18-0919.07 MIAMNDADE COUNTY Expiration Date: 11/04/23 s ' Approval Date: 11/08/18 Page 5 of 27 EVIDENCE SUBMITTED. - Test Agency Test Identifier Factory Mutual Research Corp. 3014547 3029832 3033135 3034312 3036980 3038278 3040738 3041769 3042887 3042905 3046081 3046388 3047636 ODOA8.AM OD lA8.AM OY9Q5.AM 1B9A8.AM 2B8A4.AM 3B9Q1.AM 3D4Q2.AM 797-03221-267 797-03825-267 797-10228-267 UL LLC R1306 PRI Construction Materials GAF-122-02-01 Technologies, LLC GAF-270-02-02 GAF-276-02-0 l Rev GAF-276-02-02 GAF-306-02-01 GAF-314-02-01 GAF-315-02-01 GAF-3 69-02-01 GAF-417-02-01 GAF-464-02-01 GAF-464-02-01 GAF-499-02-01 GAF-500-02-01 GAF-549-02-01 GAF-549-02-02 GAF-559-02-01 GAF-559-02-04 GAF-559-02-05 GAF-559-02-06 GAF-559-02-07 GAF-559-02-08 Description 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 : UL 790 TAS 139 ASTM D226 ASTM D6083 ASTM D226 ASTM E96 ASTM D2178 ASTM D2178 ASTM C1289 ASTM C1289 ASTM C1289 ASTM C1289 ASTM D6083 ASTM D6083 TAS 114 TAS 114 TAS 117(B) ASTM D 1876 ASTM D 1876 TAS 114(H) ASTM D 903 ASTM D 903 Date 05/22/03 05/11/07 11/24/08 04/09/09 08/14/09 11/18/11 11/16/10 05/26/ 11 11/14/11 01/10/12 02/13/13 09/24/ 12 08/08/13 07/09/99 • • • �7/29/94 "' b4/01/98'': .. .. ...... .07/02/$7 • • OS/30/9'��••• .". %9/27/O7. •. "07/21/b$":' •.01/23/15�•-� • •08/21/�8•••0 005/07/06 11/15/10 12/16/10 11/15/10 07/07/11 08/23/11 08/23/ 11 10/22/12 05/28/13 10/22/ 12 02/06/ 14 03/12/14 03/12/14 08/08/14 08/08/14 09/30/14 10/01/14 10/15/14 10/02/14 10/02/14 10/02/14 NOA No.: 18-0919.07 MiaMi•DaDe couNn Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 6 of 27 EVIDENCE SUBMITTED: (CONTINUED) Test Agency Test Identifier Description Date PRI Construction Materials GAF-559-02-09 Technologies, LLC GAF-559-02-11 GAF-559-02-12 GAF-559-02-13 GAF-559-02-14 GAF-559-02-15 GAF-559-02-16 GAF-559-02-18 GAF-559-02-19 GAF-628-02-01 IRT of S. Fl. 02-005 02-014 Trinity I ERD Dynatech Engineering Corporation Atlantic & Caribbean Roof Consultants, LLC C8500SC.11.07 G30250.02.10-3-R2 G31360.03.10 G33470.01.11 G34140.04.11-2 G34140.04.11-4-R2 G34140.04.11-5-R3 G36780.07.11-R1 G40630.01.14-1 G40630.01.14-2A G4063 0.01.14-2A-1-R 1 G43610.01.14 G6850.08.07-1 SC6870.08.14-R1 SC9700.08.15-R1 SC10680.05.16 SC13105.03.17-R1 94482.02.95-1 11-053 ASTM D 903 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 ASTM C1289 TAS 114 TAS 114 TAS 117 . ASTM D39& • • : ASTM D6164 • ; • • ASTM D6164 ASTM D6161 • • - ASTM D6401... ASTM D489W%.' 4470-TAS 1�4%•: ASTM D61t3 ' ASTM D6 44 •' • ASTM D6164 ASTM D3909 ASTM D3909 ASTM D3909 ASTM D2178 ASTM D6163 ASTM D6164 TAS 114 TAS 114 10/02/14 10/14/14 10/14/14 10/15/14 10/15/14 10/15/14 10/15/14 10/15/14 04/16/15 05/31/16 01/18/02 03/22/02 '.M1 V07 .06/03/15 001141 /10 ....:. 12/16/11 • Q6/04/ 15 '.964(14/15 ...... 0- /18/11 .' 6/ 14 01/07/14 J.: 0/14' 01 /22/ 14 08/13/07 09/04/14 8/31/2015 5/10/2016 3/23/2017 09/01/95 08/12/11 NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 7 of 27 Membrane Type: BUR Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank decks secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type E(1): Anchor sheet mechanically attached to roof deck. All General and System Limitations shall apply. Fire Barrier: Topcoat' FireOufr' Fire Barrier Coating, VersaShield' Fire Resistant Roof Deck (optional) Protection, VersaShield® Solo"' Fire -Resistant Slip Sheet installed per manufacturer's installation instructions. Base sheet: GAFGLASI #80 Ultima'm Base Sheet, Stratavent® Nailable Venting Base Sheet, Ruberoid' 20 Smooth, Ruberoid® SBS Heat -Weld"' Smooth or Ruberoid® SBS Heat -Weld" 25 base sheet mgdanically fastened to deck as described , Fastening GAFGLAS Flex P1 6 GAFGLAS #75 Base Sheet Tri-Ply' #7S Base'She�br an Y �' � Y® X Of. Option #1: . the above anchor sheets attached to deck with approved annulari+ing shank mails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered andointyso rows 9'+ o04 in the• • • • field. ••.••. • (Maximum Design Pressure —52.5 psf. See General Limitatia 9"o :...:. • Fastening GAFGLAS® #80 UltimaT"' Base Sheet, Ruberoid' 20 Smooth dT%dftoid®1V Y$mooth" • • • Option #2: attached to deck with approved 1'/4" annular ring shank nails and inverted 3''steel plate at a: • fastener spacing of 9" o.c. at the 4" lap and in two rows staggered W10h a fVtengr spaciW,,.gt 9" o.c. in the center of the membrane. 0 0 • • • • • • (Maximum Design Pressure —60 psf. See General Limitation 0 Ply Sheet: One or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4 or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. installed per manufacturer's installation instructions. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet or GAFGLAS' EnergyCap"' Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. installed per manufacturer's installation instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Membrane or Topcoat' Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. 3. Fiber Aluminum Roof Coating. Maximum Design Pressure: See Fastening Options MIAMI•DADE COUNTY NOA No.: 18-0919.07 • Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 21 of 27 WOOD DECK SYSTEM LIMITATIONS: A slip sheet is required with GAFGLASO Ply 4 and GAFGLAS' Flex Ply'. 6 when used as a mechanically fastened base or anchor sheet. Minimum'/4" DensDeck7' Roof Board or'/2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a frill mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell f64"apsulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied usuag.spot ...... mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbo2is in'three xew•s, pne at • each sidelap and one down the center of the sheet allowing a continuous area of ventilAtISA * Sncirclitig df the • • • • • • strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. 'Asphalt:....: application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attaq,4Cd%ystegn*AMl be . . limited to a maximum design pressure o -45 ps . ...... .. 0 ..... 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force{ti}value ofi; §71bf., as..... tested in compliance with Testing Application Standard TAS 105. If the fastener valug,'AS field-tested' are below •, 275 lbf. insulation attachment shall not be acceptable. ' ' '"• •' 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachrrtjgt isbase4 on a minim r"• • fastener resistance value in conjunction with the maximum design value listed within a specific syStcU. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and coiner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 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 corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 27 of 27 GAFMATERIALS CORP. R1306 1361 ALPS RD, WAYNE NJ 07470USA "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1 /2 in. thick (min) gypsum board or 1 /4 in. thick (min) G-P Gypsum DensDeck® may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G-P Gypsum DensDeck® in hot asphalt. "EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable • • • • Classification. : • • • • "GAF Stratavent Eliminator Venting Base Sheet (Mailable)" may be mechani'calr .' attached or hot mopped over noncombustible decks and as a recover over roof • systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVE1WrWA*RD" insulation in any of the following systems. ";' •: • • • • • Unless otherwise indicated, the roof insulation is mechanically fastened, aaAered with h'ol ' mopping asphalt or urethane insulation adhesive. Polystyrene reference in;m)m ithe • following Classficatons include "ENERGuard EPS Insulation". 0 ; • • • • • References to glass fiber insulation include `EnergyGuard Fiberglass Insu'lesiorr'. .. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT • Type G2 asphalt glass mat base sheet ("GAFGLAS #75 Base Sheet" or "GAFGLAS #80 ULTIMA" ) is a suitable alternate for Type GI asphalt glass fiber ply sheet ("GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) in the Class A, B or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" . Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ("GAFGLAS #75 Base Sheet", "GAFGLAS #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base Sheet (Mailable)" may be substituted for GI asphalt glass fiber ply sheet ("GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERK ALITE®" or any other UL Classified perlite 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 effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C-15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite/rosin paper/polystyrene/perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "BMCA EnergyGuard RA" , "BMCA Tapered EnergyGuard RA" and "BMCA EnergyGuard RA" may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt" . GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. "GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6" . "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in .... any of the following NC Classifications. . •. • • • • Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" • ...... .. may be surfaced with "Fireshield MB" at 2.5 — 3.0 gal/sq. • .. Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen riiei'hbranV! •' • "Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of "Rubel, roid•Mop" • • • • • SBS oducts in any applicable Classification. 00 lass. • 1. Deck: C-15/32Incline: 3 ; • • • • • Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, i§Qr.�a4urate• • urethane, perlite/isocyanurate composite, perlite/urethane composite, wood ' fiber/isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6" , hot mopped. Surfacing: Gravel. 2. Deck: C-15/32Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet". 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/urethane composite, wood fiber/isocyanurate composite, phenolic, 2 in. max. Ply Sheet: Two or more layers Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6" . Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet". 4. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R" , 4 in. max, hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. .0000 .0:00 .000 0 5. beck:--C-15/32Incline: l" Slip Sheet (Optional): Red rosin paper, -nailed -to deck. Base Sheet: One layer Type G2 "GAFGLAS 475 Base Sheet" (may be nailed). Ply Sheet: One or more layers Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6". Cap Sheet, One layer Type 03 "GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet". Base Sheet: One layer Type G2 "GAFGLAS #75 Base Sheet". Ply Sheet: One or more layers Type G 1 "GAFGLAS Ply 4" or "GAFGLAS Ply 611 . Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet". 7. Deck: C-15/32Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/urethane composite, phenolic, 1.0 in. min (offsgt .... from plywood joints 6 in.). • • • • Base Sheet: One or more layers Type G1, G2 or G3. .... .. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), "go :. id Torch, Plus" (granule), "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Nus': granule. . Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCll ap ine• • • Surfaced Cap Sheet", hot mopped. • • • • • • 000090 8. Deck: C-15/32Incline: 2 •• •• • Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, LSocyapurate• • • urethane, perlite/isocyanurate composite, perlite/urethane composite, wood :**Soo fiber/isocyanurate composite, phenolic, any thickness. ' ' Base Sheet: Two or more layers Type G2 or G3. ' Ply Sheet (Optional): One or more layers Type G 1. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet", hot mopped. 9. Deck: NC Incline: 2 Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood fiber, mechanically fastened, any thickness. Base Sheet: One or more layers Type G2, "GAFGLASS #75 Base Sheet". Ply Sheet: One or more layers Type G 1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6". Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing. system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 2• Renailing wood decks: When replacing roofing, the existing wood 000f deck nay Rave to be r ailed in accordance with the current provisions of Section R4403. (The r�ojglp& is us ialir •. • • concealed prior to removing the existing roof system). • 4• Exposed Ceiling: Exposed, open beam ceilings are where the undgm* of thg iegf*gecking• • • •' can be viewed from below. The owner may wish to maintain the architectural dppMance; thoMfdre, • • • • • • roofing nail penetration of the underside of the decking may not be acceptable'f f provides the option of maintaining the appearance. 0 a...... 6• Overflow scuppers"" (wall outlets): It is required that rainwater off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sectio . R4403 and R Owner/Agent's Signature Date `C of I►vw /I/ sy Property Address Revised on 7/9/2009 LD;07/01/2015; Permit Number Date Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, R 33138 Re: Owner's Name: Bata; • •� i� y Q ...... Property Address: Z O 1 k) w j / (3 (� • • • • • • • • • Roofing Permit Number: �..... Dear Build' g Official: • 1 certify that I am not required to retrofit the roof to wall conn4ctions of my building because: i fil/The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature Print Name State of Florida County of Dade The undersigned, being the \\\1111111111/-Vj/�� first duly sworn, deposes and says that he/ is the owner for the abc�\ bBiConed. Sworn to and subscribed before me this I 4 ,•'MSSIONEXP day of �✓t � ZO! �' � ,00y20.2p9Fs'• #GG189888 sR• o Notary Public, Sate of Florida at La �ii O%, •.rh�o�9h1s�S�:• Qom' �� • When the just valuation of the structure for.purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not 6umxg; t isih �nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009