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RF-04-22-922Permit NO.: RF-04-22-922 Permit Type: Roof Work Classification: Repair Roof Permit Status: Applied Issue Date: Expiration:10/08/2022 Location Address Parcel Number 1235 NE 96TH ST, Miami Shores, FL33138 1132060143790 Contacts ROBERT WILLIAMSON Owner OBENOUR ROOFING SHEET METAL& Contractor 1235 SUPPLY CO. INC JAMES OBENOUR 9822 NE 2 AVE SUITE 9, MIAMI SHORES, FL 33138 Business: 3057572612 OBENOURROOFING@AOL.COM Description: TEAR OFF TWO ONE STORY FIRE GLASS SHINGLE ns e Valuation: $ 6,795.00 Iction Requests: ROOFS. INSTALL OVER CORNING SUPREME AR THREE TAH FIREGLASS SHINGLES Total Sq Feet: 262.00 Fees Amount Application Fee - Other $50.00 CCF $4.20 DBPR Fee $3.75 DCA Fee $2.50 Education Surcharge $1.40 Roofing Fee $200.00 Scanning Fee (Manual) $9.00 Technology Fee 56.25 Total: $277.10 Payments Date Paid Amt Paid Total Fees $277.10 Check# 11371 06/21/2022 $227.10 Check# 11288 04/11/2022 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize t" above npmed contractor to do the work stated. Authorized Signature: Owner / Applicant / Agent Date June 21, 2022 Page 2 of 2 Miami Shores Village �c'ti:IVED BuildingDepartmentAvenue, Florida R Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC 19400FING FBC /21[0J, Master Permit No. .0 I - 2Z IQ Sub Permit ❑ REVISION Ej EXTENSION ❑RENEWAL F-IPLUMBING MECHANICAL DPUBLICWORKS 0 CHANGE OF CANCELLATION 0 SHOP CONTRACTOR DRAWINGS JOB ADDRESS: /234,— A%:E 96 City' Miami Shores County Miami Dade Zip: 3 3/ 3 '- Folio/Parcel#: —o/ V —31 /1' Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): '/2' j%n" Phone#: c' el v 7J Address: /'7 3 j Nr Y / .f / City: Tenant/Lessee Name: Email: State: ,` L 33/3 �-- CONTRACTOR: Company Name: 04f-✓0✓x Phone#: 3a'r7.r7. 1G /2� Address: City: X%i s?Nt� S%v iC1 31/3Y. Qualifier Name: h,,-Pis /D /74Y.✓y✓/4- Phone#: 364— 'Zr7-JG/L State Certification or Registration M. LG L O/ �/ 3 o C Certificate of Competency #: DESIGNER: Architect/Engineer: Address: / City: State:Zip: Value of Work for this Permit: $ G 7�J,t . Square/Linear Footage of Work: Z/r Z Type of Work: ❑ Addition ❑ Alteration ❑ New E Repair/Replace ❑ Demolition Description of Work: lCo2 r<F 2 /J,al,.� �. e..:.. l• SlA/J f..i // /L 3 A Z t4'4ZSs S 4 /w 5 Specify color of color thru tile: ✓/r1�\ r\ Submittal Fee $ _ Permit Fee $ ' U V CCF $ 4ZV CO/cc $ Scanning Fee $ I • U�}I/ Radon Fee $ .�� D//B''PR $� Notary: Technology Fee $ I - CT� Training/Education Fee $ I •'T O Double Fee $, Structural Reviews $ �-.eev!� Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (If applicable) Bonding Company's Address City 51 Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State E. 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 whlo occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be a d apl reinsRectioylfee will be charges The foregoing �instruum'e/qi:: was � � dayof1/✓ 7 -/ L ,l1'44� me or who has produced 20 -,q7' , by who is pummally known to identification and who did take an oath. NOTARY PUBLIC: Seal: APPROVED BY CATHERINE A. DUFFIN MY COMMISSION 9 HH 089522 EXPIRES; May 14, 2026 as The foregoing instru t�w�as ajknowledged before me this J//L L day of :� ^� 20 �Z/ by , AM ey [I b egoc-✓ , who is erson own to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: 4. 7— Plans Examiner Cg7HERINEA�-1N &'YCOMMISSION # HH 089522 ES; :;ded ES: EXPXPIRMay 14, 2025 _ (Revised02/24/2014) Structural Review Clerk A N A R E N: l I E R 1 N D 1 6 R 0 99 May 31, 2022 OBENOUR ROOFING, SHEET METAL & SUPPLY CO. c/o Jim Obenour, Jr 9822 NE 2ND AVE NO 9 Miami Shores, FL 33138 Via email: obenourroofing@aol.com RE:1235 NE 96 St Miami. Shores, FL Hello Mr. Obenour: As per the inspection conducted today at 1235 NE 96 St of the two shingle overhangs on the rear of the property, these are my findings: Based on Section 707.3.2 7h Edition (2022) FBCEB, the existing overhang diagram located on the HVHZ does not meet the current code requirements. This is because the roof diaphragms connection to the roof framing members and roof -to - wall connection are not adequate to resist 75% of the current wind uplift under current conditions. Any questions., please feel free to call me Bernardo Coiffman, PE 56562 May 31, 2022 Digitally signed by Bernardo L Coiffman Date: 2022.05.31 13:18:27-04'00' 11 I 1 Kane Concourse #610* Bay Harbor, FL 33154 * 305-868-5717 * FAX 305-351-9835 CA 31174 RECEIVED i 'OOF AS--EMBLIES AND ROOFTOP STRUCTURES - CITY ( Florida Buie IngZone a Uniform or Permiditiont ( ppli)O PY High -Velocity Hurricane Zone Uniform Permit Application Folic Section A (General Information) Master Permit No. Process No. Contractor's Name D/jENOu�C %Zopt'��Il Job Address �� 3S NF .S- ROOF CATEGORY ❑/ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles L Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ROOF TYPE ..... ❑ New roof ❑ Repair ❑ Maintenance Reroofing •1�,•Recoveririq* ROOF SYSTEM INFORMATION ...... ..:. ....:. Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) ..... Total (SF)-!,! Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and ovVI op Grains. Inclyde dimen- sions of sections and levels, cleady identify dimensions of elevaterj pressure zones and location of parapets Ally •• ;•. •. k Miami Shores Village uilding Department Zoning Dept. Dat Building Dept. Da Subject to compliance wI all Fed tare and County rules and regulations. hermit*A. i FLORIDA BUILDING CODE— BUILDING, 7th EDITION (2020) 0000 0 0 000000 0000 O 0 0 e O 9- 0 0000 0 00 - 0 0 000000 0000 000000 O O 0 - 0 000000 000000 _ 0 0 0 0 0000 000000 0 O 00000 0 0000 0 0 00000 0 O 000000 000000 O O- 0000e0 O 00 00 0 e OeeeOe 000000 0 00 0 O 0 0 0 0 0 00 O O 0 000000 0 O 0 O O 0 00 O 00 0 O 0 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code7th Edition (2020) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: _ Notice of Acceptance Number: ,✓ Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Zone 1:_ Zone 2e: Zone 2n:Zone 2r Zone 3e:_ Zone 3r:_ `V Deck Type: a>s� \ TypeUnderlayment:; ,4:ffry, D��C �c •^•• Roof Slope:12 ...... Insulation:) y/ Fire Barrier: �/� •••••• .... . ..... ...... . ..... Ridge Vent'lation? Fastener Type &Spacing: ...�. Adhesive Type: DyELF 4-,0 �� •. �....4 jW;J0 .. Type Cap Sheet: �j/y9/A�s 1ey 9P1/vt lr ✓.l�i�e�/ryi,rPwT r � Mean Roof Height: /'° Roof Covering: \ Type & Size Drip 9�' 9Al✓� �� IN Edge: v7G 476 FLORIDA BUILDING CODE —BUILDING, 7th EDITION (2020) I v ♦ • •••• •••• • •• •••• •• • •••• •••••• ••• • M I A M MD=AMM* MIAMI-DARE COUNTY ME PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2574 99 T (78� 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eoy/economy Owens Corning Roofing and Asphalt, LLC 1 Owens Corning Parkway Toledo, OH 43659 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 hay ethic product or material tested for quality assurance purposes. If this product or material fails to perfraft in thelemepted • manner, the manufacturer will incur the expense of such testing and the AHJ may immediately.rey oke, modify,'or • . suspend the use of such product or material within their jurisdiction. RER reserves the right U).Wpke this aiceptanc if it is determined by Miami -Dade County Product Control Section that this product or material fails to rueet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Flofi*130ilding bode • • : including the High Velocity Hurricane Zone of the Florida Building Code. .. .. . ...... DESCRIPTION: Supreme AR 3 Tab Shingles .. • : ; �' LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state aidUllbwing 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 changc in tho 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 renews and revises NOA#12-1204.03 and consists of pages 1 through 4. The submitted documentation was reviewed by Freddy Semino a NOA No.:18-0215.01 MIAMMADE COUNTY Expiration Date: 03/20/23 .' . Approval Date: 03/15/18 Page 1 of 4 0 00 . 0 O 0 00 0 00 0 O O 000000 O O O 0 0 0 00 0 0 +• o 0 0 p O 00 0 000000 0 0 0 0 0 000090 0 p0 00 0 000000 0. ,•r 00000 00O0'O0 O O 0000 O 00000 O O O0O000 000000 000000 0000 000000 00 0 0000 O 0 -. 0000 000000 0 i. ROOFING ASSEMBLY APPROVAL Cater-ory_ Roofing Si t� Asphalt Shingles Materials 3-Tab Deck T,v_ae ; Wood SCOPE This approves Owens Corning Supreme AR as manufactured by Owens Corning described in Section 2 of this Notice of Acceptance. PRODUCT DESCRIPTION Product Dimensions Test Product Description Soecificatiions Supreme AR 12" x 36" TAS 110 A heavy weight, fiberglass reinforced asphalt oeoo shingle o MANUFACTURING LOCATION 1. Atlanta, GA. 2. Irving, TX. 3. Medina, OH. EVIDENCE SUBMITTED Test Agency Underwriters Laboratories, Inc. PRI Asphalt Technologies, Inc. Test Identifier R2453 OCF-415-02-01 OCF-417-02-01 OCF-419-02-01 OCF-415-02-02 OCF-417-02-02 OCF-419-02-02 • O e 0 0 0 00 0 ooe000 e 0 0. 0 0 e 0000 0 0 ooeo oe0ooo 0 0 O 0 0 0 0. 0 0 0 0 0 0 0 0 0 Test NaMgftarte e Reference ASTM D 3462 TAS 100 TAS 107/ASTM D3161 --oo 000.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0 0 O O O 0000 0 0 0 0 000000 0 90600 0 0 0 0 0 0. 0 O 000.eo 0 0 0 0 0 e 0 0 0 0 0 00 0 0 0 0. e o 0 0 O 0 e-6ate e 000000 00 0 O0 0 O 0 e 07/07/15 01/18/18 01/18/18 01/24/18 01/18/18 01/18/18 01/24/18 NOA No.:18-0215.01 Muwt�w�oE couKrir Expiration Date: 03/20/23 • Approval Date: 03/15/18 Page 2 of 4 LE%HTATIONS 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Shall not be installed on roof mean heights in excess of 33 ft. 3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. INSTALLATION 1. Shingles shall be installed in compliance with Roofing Application Standard RAS 115. 2. Flashing shall be in accordance with Roofing Application Standard RAS 115 3. The manufacturer shall provide clearly written application instructions. 4. Exposure and course layout shall be in compliance with Detail W, attached. 5. Nailing shall be in compliance with Detail'B', attached. LABEUNG o . ° O ° ° 1. Shingles shall be labeled with the Miami Dade Seal as seen below, or the wor4p "khami-MUM County ° ° ® o 0 Product Control Approved". o . 0 e o o 00610 ° . °.°000 ooeeoo ° ° ° MlAMl�DADE COUNTY ° ° • ° o o ° ° ° ° ° • °.°eoo • • • • f 0000 . 00000 o 0 0000.0 .00° oe. 0 0 oosoeo BiTII wNG PERMIT REQUIREMENTS o o o 0 o o . 000000 ° o ° 1. Application for building permit shall be accompanied by copies of the following: ° ° e . 0 0 0 o eo . 0 1.1 This Notice of Acceptance. o o e ° . e°°° 1.2 Any other documents required by the Building Official or the applicable code°in ord0g teoproper y . ° 00 evaluate the installation of this system. NOA No.:18-0215.01 MraMMoaoacoun�ry Expiration Date: 03/20/23 Approval Date: 03/15/1 Page 3 of 4 J', ,�.. ov00 0 0 000000 �u.00 0 0 0 - _ • 0 ., ,4 • p 0000 _ O 00 000000 61600 000000 O 1 0 0 0 000600 000000 0000 - 000000 0 O 00000 0 v000'- O O 00000 O O 000000 000000 0 0 000000 0 00 00 0 000000 O 0 0 0 000000 0 00 0 0 0 0 0 0 0 00 0 0 0 000000 0, 0 90. O 0 O 0 OV p oov0: o ry `. EXPOSURE DETAIL A DETAIL B NAILS 511 8 0000 0 0 0 0 aeon 00,0000 0 00 0 0 o OooO 0 p 000000 0 00:0 o00e0o o 000000 0 a 0 ooao 0 o 9 0 0 0 0 0 O b OOOoo{� e e 0000 O 00000 600000 r 0 a O 09000 O 0 O 00000 0 0 0 0 O 000000 OOOOOa ® O O O O O O O O a00Y00 o a 0 O 0 0 oe o 0 0 0 0 0eooae 00 O as a 0 O 0 0 0 0 00 ADHESIVE STRIPE 211—j 0 loll END OF THIS ACCEPTANCE 1" 12" NOA No.:18-0215.01 CIM41AMMMMMMOUb" Expiration Date: 03/20/23 Approval Date: 03/15/18 Page 4 of 4 O 00 PO a O O O oD a 0 ° 0 0 0 OD000e 0 0 0 00 O 0 0 ° 0 0 0 10 O 000400 O O O 0 O 090600 •O 00 00 O 000090 O O O'A00D0 OPQO00 0 90000 O O 0000 O 00006 -- 0 p1 009000 - 0090 O P 0 O 000000 090900 0 0 0 ° POOPDp 0000 000909 4 0 90 0 0009 O O 0 O p p O000 O O00000 p 0 9600 .t � UL Evaluation Report UL ER2453-02 Issued: April 5, 2017 Visit Ws On -Line certifications Directory: www.ul.com/erdirectory for current status of Report. UL Category Code: ULEZ CS] MasterFormat@ DIVISION: 07 00 00 —THERMAL AND MOISTURE Sub -level 2: 07 30 00 — Steep Slope Roofing Sub -level 3: 07 3100 — Shingles and Shakes Sub -level 4: 07 31 13 — Asphalt Shingles COMPANY: OWENS CORNING ONE OWENS CORNING PKY TOLEDO, OH 43659 (419) 248-7060 hffP://www.owenscorning.com/ 1. SUBJECT: Asphalt Shingles CLASSIC®, SUPREME®, •, ' DURATION® PREMIUM, TRUDEFINITIONO DURATION®, TRUDEFINITIONO DURATION® STORM- TRUDEFINITIONO DURATION® MAX-, TRUDEFINITIONO OAKRIDGE®, OAKRIDGEO, WOODCREST®, WOODMOOR®, TRUDEFINITIONO WEATHERGUARD® HP, BERKSHIREOa, DEVONSHIRE-, WOODSTARTO STARTER SHINGLE, STARTER STRIP PLUS, STARTER STRIP SHINGLE, AND TRI BUILT STARTER STRIP BERKSHIRE@ HIP & RIDGE SHINGLES, HIGH RIDGE HIP & RIDGE SHINGLES WITH SEALANT, RIZERIDGE® HIP & RIDGE SHINGLES WITH SEALANT, WEATHERGUARD® HP HIP & RIDGE SHINGLES, PROEDGE®, DURARIDGETM HIP & RIDGE SHINGLES AND PROEDGE® STORM® HIP & RIDGE SHINGLES 2. SCOPE OF EVALUATION ■ 2015, 2012, 2009, and 2006 International Building Code ® (IBC) ■ 2015, 2012, 2009, and 2006 Intemational Residential Code ® (IRC) ■ ICC ES Acceptance Criteria for Quality Documentation (AC10). Dated December 2012 0 ICC ES Acceptance Criteria for Alternative Asphalt Roofing Shingles (AC438), Dated March 2012 0000 0 0 000000 0000 e • p 0000 • •• 0 0 000000 0000 000000 • • • • 000000 ••6600 • • • • 0000 ••0•00 0 e 00000 0 0000 0 0 00000 0 0 000000 000000 0 0 000000 0 00 00 • 0 0 p e00000 , e e 0 O 000000 O eo 0 e 0 0 0 0 0 00 0 e 0 000000 0 0 O .. .... ... - .- 0 0 0 00 0 00 0 0 0 •• • - The products were evaluated for the following properties: ■ External Fire Exposure (ANSI/UL790, ASTM E108) ■ Wind Resistance (ASTM D3161; ASTM D7158) ■ Physical Properties ( ICC-ES AC438) 3. REFERENCED DOCUMENTS ■ ANSI/UL790 Eighth Edition, (ASTM E108), Standard Test Methods for Fire Tests of Roof Coverings ■ ASTM D3161-13, Standard Test Method for Wind -Resistance of Steep Slope Roofing Products (Fan -Induced Method) ■ ASTM D7158-11, Standard Test Method for Wind Resistance of Asphalt Shingles (Uplift Force/Uplift Resistance Method) ■ UL Subject 2375, Outline of Investigation for Hip and Ridge Shingles (UL Fire and Wind Tests) ■ ICC-ES Acceptance Criteria for Alternative Asphalt Roofing Shingles (AC438), Dated March 2012 4. USES OWENS CORNING asphalt shingles described in this report are alternatives to asphalt shingles complying with Section 1507.2.5 of the 2015, 2012, 2009 and 2006 IBC and Section R905.2.4 of the 2015, 2012, 2009, and 2006 IRC, and are Class A roof coverings for new and existing roofs. 0 0 0 ° ° ° ° 0 0 0 0 0 5. PRODUCT DESCRIPTION ° ° °° ° °°°° °° 0 0 0° ° ° ° ro°ernes OWENS CORNING asphalt shingles are roof covering materials complying with the fe9QJ+jqg p p ° 0 °°°°°° ° ° when installed as described in this report The products are three -tab shingles, lamina# ghingle% and, 0 ° ° ° ° o hip & ridge shingles. The products are available in standard and metric sizes. ° 0000 ° o 00000 00000 Fire Classification: OWENS CORNING asphalt shingles covered under this Report�rAbeen tgstefor °° ° ° ° ° ° fire classification Class A in accordance with UL790 (ASTM E108). Shingles tested imaggadance wqh ° ° ° 0 0 ° UL790 (ASTM El08) qualify for use under Section 1505.1 of the 2015, 2012, 2009 abd 20®6 IBCAnd 0 0 0 0 ° 0 0 Section R902.1 of the 2015, 2012, 2009 and 2006 IRC. 0 ° o ° ° ° ° 0 0 ° ° Wind Resistance: OWENS CORNING asphalt shingles covered under this Report have been fpstgq for wind resistance in accordance with ASTM D3161 or ASTM D7158. Shingles tested in accordance with ASTM D3161 are classified as Class F or Class A and qualify for use under the exception to Section 1507.2.8.1 of the 2015 IBC, Section 1507.2.7.1 of the 2012, 2009 and 2006 IBC, or the exception to Section R905.2.4.1 of the 2015, 2012, 2009 and 2006 IRC. Shingles tested in accordance with ASTM D7158 are classified as Class H and qualify for use in locations as shown in Table 1504.1.1 of the 2015 IBC, Table 1507.2.7.1 of the 2012 and 2009 IBC or Table R905.2.4.1 of the 2015, 2012 and 2009 IRC, where the maximum basic wind speed is 150 mph (67 m/s) or less with exposure category of B or C (ASCE 7) and a maximum building height of 60 feet (18.3 m). Installation must be in accordance with Section 1507.2.7 of the 2015, 2012, 2009 and 2006 IBC or Section R905.2.6 of the 2015, 2012, 2009 and 2006 IRC, as applicable. Physical Properties: OWENS CORNING asphalt shingles covered under this Report have been tested for physical properties in accordance with AC 438. Shingles tested in accordance with AC438 qualify as an alternative roof covering for use under Section 1507.2.5 of the 2015, 2012, 2009 and 2006 IBC or Section R905.2.4 of the 2015, 2012, 2009 and 2006 IRC. When installed in new construction in accordance with this report and the OWENS CORNING Installation instructions, the shingles are a Class A fire classification roof covering. When the shingles are installed over existing roof coverings, the fire classification is maintained. Page 2 of 30 O 0 000000 0 0 000000 0 O 0 000000 00000 0 0 00000 0 0 000000 0 0 000000 0 0 0 000000 5.1 Three -Tab Shingles — Classic®, and Supreme®: Classic® and Supreme® shingles are three -tab shingles manufactured with a single fiberglass mat, coated on both sides with asphalt, and surfaced on the weather -exposed side with mineral granules. The shingles are self-sealing and have a continuous bead of thermal -tab sealing adhesive above the shingle butt on the weather side. The shingles are self-sealing and have a dashed bead of thermal -tab sealing adhesive above the shingle butt on the weather side. See Tables 2 and 3, respectively for product dimensions and manufacturing locations. 5.2 Five -Tab Shingles - Devonshirelrm Devonshire"A shingles are five -tab shingles manufactured with a single fiberglass mat, coated on both sides with asphalt, and surfaced on the weather -exposed side with mineral granules. The shingles are self-sealing and have a dashed bead of thermal tab sealing adhesive above the shingle butt on the weather side. See Table 13A for product dimensions and manufacturing locations. 5.3 Laminated Shingles — Duration@ Premium, TruDefinition@ Durations, TruDefinition@ Duration@ Storm, TruDefinitionO Duration@ MAX, TruDefinitionS Oakridge@, OakridgeS, WoodcrestO, Woodmoor@, TruDefinition@ WeatherGuardO HP, Berkshires: Duration@ Premium, TruDefinitionS Duration®, TruDefinitlon@ Duration® Storm, TruDefinitionO Duration® MAX, Oakridge@, Woodcrest@, Woodmoor@, TruDefinitionO WeatherGuard® kiP,"a a Berkshire@ shingles are laminated shingles manufactured with 2 layers of fitbrgAs mat cbtled with asphalt on both sides, and surfaced on the weather -exposed side with miriiral branules; """ 0ato oa 0060 0 5.4 Hip & Ridge Shingles — Berkshire@ Hip & Ridge Shingles, High Ridge HIVWRidge with,* Sealant, ProEdge@, ProEdge@ Storm®, WeatherGuardS HP, Duralkidge? RIA and Mol*" Shingles, and RIZERIdgeS Hip and Ridge shingles with Sealant: a a"a a00000 a a o O a 0 0 0 0 0 Berkshire® Hip & Ridge Shingles, High Ridge Hip and Ridge Shingles with SMIM, ProEtlge@, ProEdge StormT", WeatherGuard® HP, DuraRidgeTm Hip and Ridge Shingled"irfd RIZERidgb@ Hip and Ridge shingles with Sealant are prefabricated hip and ridge shingles! ProF-dge 3fornf';" and WeatherGuard@ HP hip and ridge shingles are perforated so they can b® torsi into three 12 inch by 12 inch (305 mm by 305 mm) shingles. ProEdge@ hip and ridge shingles and o a 0 a RIZERidge@ Hip and Ridge shingles with Sealant are perforated so they can be torn into three 12 inch by 12 inch (305 mm by 305 mm) shingles for standard , or four 13 % inch by 9 27/82 inch (337 mm by 250 mm) shingles for metric. 5.5 Starter Shingles - Starter Strip, Starter Strip Plus, Woodstart Starter Shingle, and Tri-Bullt Starter Strip Starter Strip, Starter Strip Plus, Woodstart Starter Shingle, and Tri-Built Starter Strip are prefabricated starter course shingles with factory applied sealant. Starter Strip and Tri-Built Starter Strip are 6-5/8" x 39-3/80. Starter Strip Plus and Tri-Bunt Starter Strip are 7-3/4" x 13-3/8". Woodstart Starter Shingles are 13-3/8" x 40". 6. INSTALLATION OWENS CORNING asphalt shingles must be installed in accordance with the applicable code, this report, and the manufacturer's published installation instructions. The shingles must be installed in accordance with Section 1507.2 of the 2015, 2012, 2009 and 2006 IBC or Section R905.2 of the 2015, 2012, 2009 and 2006 IRC, as applicable, except as noted in this report. The manufacturer's published installation instructions must be available at all times on the jobsite during installation. Page 3 of 30 00a0a0 " 0 0 O O O 0 0 O e o 0 0 0 0 0 0 0 0 00000 0 0 0 0 0 0 0 oa00 0 0 0 m "aoo0a 0 0 0 0 0 0 0 9 O O .? Y oeaoeo s•ed.e - - s • 0 0ea6 0 en r OOOb00 OOOb 600000 a o a e s•s•ee . o000aQ r OOOOQ Q 0006 00000 0 a 000006 0000bo 0 0 0 6 saeeo.e e e e 0aaa6a • ..fie o _ o 0 0 0 0 0 oe o se 00 0 6.3.1 Three -Tab Shingles — Classic®, and Supreme®: For roof slopes of 2:12 up to 21:12 (16.67% or 90 up to 175% or 60"), each shingle must be fastened to the roof deck using a minimum of four fasteners, spaced as shown in Tables 2 and 3. For roof slopes over 21:12 (175% or 600), six fasteners must be used, spaced as shown in Tables and four 1 inch diameter spots of asphalt plastic cement per shingle (2 inches up from the bottom edge), spaced as shown in Tables 2 and 3. Fasteners must be located above the top of the cut-out and below the sealant strip, % inch (16 mm) above the tab cut-out Maximum exposure to the weather must be 5 inches or 5-% t'/8 inch (127 or 143 t 3 mm). In colder climates or wind regions where it is questionable whether the thermal -sealing adhesive will activate to seal the shingles, the shingles can be hand -sealed. A 1-in diameter (25.4 mm) spot of asphalt cement complying with ASTM D4586, Type I, Class I, should be placed under the corner (1 — 2 inches (25 — 51 mm) from each end) of each tab (two spots per tab). 6.3.2 Five -Tab Shingles — Devonshire'": For roof slopes of 2:12 up to 21:12 (16.67% or 90 up to 175% or 600) each shingle muSf6e ° fastened to the roof deck using a minimum of six fasteners, spaced as s6owla Table°f3A. ° ° ° ° o ° °° ° °°°° ° ° ° For roof slopes over 21:12 (175% or 600), six fasteners must be used, aild tGM I inch° ° ° ° ° ° ° ° ° ° diameter spots of asphalt plastic cement per shingle and two spots of asDhaft°Mastic cement o ° ° ° ° e under each shingle tab spaced as shown in Table 13A. O 0000 ° o ° ° ° e ° ° ° °°°° ° °°°°° ° ° Fasteners must be located 6-1/8 inches (157 mm) above the butt edge o°�nglese ° ° ° o ° ° ° ° ° ° 00 00 ° ° ° ° ° ° ° o Maximum exposure to the weather must be 5-5/e t'/8 inch (143 t 3 mm): ° ° a ° o ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° In colder climates or wind regions where it is questionable whether the tgerrgal sealirrg ° ° o ° ° ° ° o adhesive will activate to seal the shingles, the shingles can be hand -sealed'. Two, 1-ipea 0. ° diameter (25.4 mm) spots of cement should be placed under each shingle (Ten per shingle), spaced as shown In Tables 13A. 6.3.3 Laminated Shingles — Duration® Premium, TruDefinition® DurationOD, TruDeflnitiono Duration® Storm, TruDeflnttion® Durations MAX: For roof slopes of 2:12 up to 21:12 (16.67% or 90 up to 175% or 600), each shingle must be fastened to the roof deck using a minimum of four fasteners, spaced as shown in Tables 4-7. For roof slopes over 21:12 (175% or 60°), six fasteners must be used, spaced as shown in Tables 4-7. Fasteners must be located 6-1/8 inches (157 mm) above the butt edge of the shingles (center of the SureNail® fastening area). Maximum exposure to the weather must be 5 % t'/8 jro (143 t 3 mm) In colder climates or wind regions where it is questionable whether the thermal -sealing adhesive will activate to seal the shingles, the shingles can be hand -sealed. Four, 1-inch diameter (25A mm) spots of cement should be placed under the exposed portion of the shingle, spaced 1 — 2 inches (25 — 51 mm) from each end of the shingle and two spots must be evenly spaced in between. Page 5 of 30 � MIAMI-DADE COUNTY MIMI® ' PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.rniamidade.aov/economy Polyglass USA Inc. I I11 W. Newport Center Drive Deerfield Beach, FL 33442 SCOPE: This NOA is being issued under the applicable Hiles 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 4 j$ • determined by Miami -Dade County Product Control Section that this product or material fails to meet thl ,raWlremeptg.... of the applicable building code. ' This product is approved as described herein, and has been designed to comply with the Florida Building (Ode including the High Velocity Hurricane Zone of the Florida Building Code. • ""' DESCRIPTION: Polyglass Polystick Underlayments •" :::" LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, C yo.61tate 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 therehas bgMne 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.17-0614.22 and consists of pages 1 through 7. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 21-0602.14 Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 1 of 7 ir t v a 0000s6 0 0 0 0 0 0000 0 00 0 0 0000e9 0090: 06ee90 , 0 0 0 0 000000 000000 0 0 0 0 0000 000000 0 0 00000 0 0000 0 0 00000 0 0 000000 000000 0 0 000000 0 00 00 o ,:� boesoe 0 0 0 0 0 0 0 0 0 00 0 0 0 000000 0 0 0 0 •e s' • e - e •:o 00 0 ROOFING COMPONENT APPROVAL Cateeorv: Roofing Sub-Cateeorv: Underlayment Material: SBS, APP PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick iR-Xe 65' x 3' Or 33.4' x ASTM D 1970 A fine granular/sand top surface self -adhering, APP Manufacturing 3 polymer modified, fiberglass reinforced, bituminous sheet Location #1 & #2 material for use as an underlayment in sloped roof 60 mils thick assemblies. Designed as an ice & rain shield. Polystick TU Max 65'8" x 31-3/8" TAS 103 and A rubberized asphalt self -adhering, polyester reinforced Manufacturing 60 mils thick ASTM D 1970 waterproofing membrane. Designed as a a roof file Location #1 & #2 underlayment. Polystick TU P 32'10" x 3'3 3/s" TAS 103 and A rubberized asphalt waterproofing membrane, glass - Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced, with a granulawS"ae • • • • designed for use as a tie rodurulkaymenl� Location #2 .. .. Polystick TU Plus 65' x 313/8" TAS 103 and A rubberized asphalt self-adNCrt4g; glass-9btt/polyester• (Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing me$t9frMt. Designed as a mOW..: Manufacturing roofing and roof file underlaym* * * • : • • • ' .... . ..... Location #1 & #2 •••••; ,,;, •••••• Polystick MTS 65'8" x 31?4" TAS 103 A homogeneous, rubberized asphalt waterproofing ' Manufacturing 60 mils thick membrane, glass fiber reinfo►cedwith po]WlcSrnic fil" ..:. Location #2 on the upper surface for use tls aq Vderlaymetrt for mf1a2. • ; roofing, roof tile, slate tiles anfl shiflgle adgrlayment' Polystick MTS Plus 65'8" x 3'3 '/s" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyclefinic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Elastoflex S6 G 32'10" x 3'3-3/." TAS 103 and Polyester reinforced, SBS modified bitumen membrane Manufacturing ASTM D 6164 with a sanded back face and a granule top surface. For Location #2 use in roof file underlayment systems. MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL NOA No.: 21-0602.14 Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 2 of 7 3 p � gip' � � _ .: .. • 000000 ooee s 0 "'+�t `• - 0 0000 a ee 0 a 000000 ee00 090.000, t' o s e oeasee 00000e' t 0 0 e o soop 000000 0; o 00000 0 ooee 0 0 ' 00000 0 0 006000 e00000 0 0 000000 0 00 00 0 0 0 0 00 0 Test Aeencv Trinity ( ERD LABELING: EVIDENCE SUBMITTED Test Identifier Test Name/Report P37300.10.11 P37590.07.13-1 P45270.05.14 P46520.10.14 P44360.10.14 P43290.10.14 PLYG-SC 10130.06.16-3 PLYG-10130.06.16-1 PLYG-SC 10130.09.16 PLYG-SC13035.08.17 TAS 110/ASTM D4798 & D 1970 ASTM D6164 TAS 103, TAS 110 & ASTM D 1623 ASTM D 1623 TAS 103 & TAS 110 ASTM D 1970 & TAS 110 TAS 103 & TAS 110 ASTM D 1970 & TAS 110 ASTM D 1623 TAS 103 & ASTM D4798 Date 10/19/11 07/02/13 05/12/14 10/03/14 10/07/14 10/17/14 06/27/16 06/27/16 09/22/16 10/32/17 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. 0 0 0 0 0 0 MIAMM=E COUNTY 0 0 0000 0000e0 e 0 0 ° oo°o e 0 0 O.ONOO OoOe 000000 0 000000 O O O BUILDING PERMIT REQUIREMENTS: O V 0 0 0 0 0000 O O O O O O 000000 0 0 0 0 V • 0 0 0 6 e 0 e e e e ° ° 000000 Application for building permit shall be accompanied by copies of the following: 00 so 0 0000°0 ° 0 0 ° ° 0 ° o ° ® ® ° 0 1. This Notice of Acceptance. ° ° ° 000000 e o 0 2. Any other documents required by the Building Official or applicable building code in 0 0 0 oe o 0 0 orl retb }$roperl .evaluate tip' ° ° ° installation of this materials. a 0 e o0 ° NOA No.: 21-0602.14 MIAMM ME COUNTY Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 3 of 7 0000 0 O 000000 0000 O 0 0 o a a 0 oaeo 0 00 0 0 600000 0600 0e0e00 0 0 o a ee0000 0000vo 0 0 0 0 0000 000080 0 0 a0aoe a 0000 0 0 00000 0 a 006000 000089 0 0 0000vo 0 00 00 0 0 0 000000 0 0 0 0 000000 0 oe 0 0 0 0 a o a 00 0 a 0 aooeeo o e o 0 00 0 INSTALLATION PROCEDURES: Deck Type l: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(1): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type IT or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick IR-Xe, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS or Polystick NITS Plus, self -adhered. Surfacing: See General Limitations Below. Deck Type l: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(2): Anchor sheet mechanically fastened to deck, membrane adhered O ° ° O ° ° Anchor/Base Sheet: O O 0 0 0 0 0 0 0 0 00 One or more plies of ASTM D 226 Type H or ASTM D 2626. ° ° ° O 0 0 O 0000 Fastening: ° Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a-miRimum. 4191 ecad lap. (U. °: ° base sheet only) ° ° ° ° ° ° O O O Membrane: O O O O O O Elastoflex S6 G, hot asphalt applied ° 0000 ° : ° ° ° ° ° 00000 Surfacing: See General Limitations Below. O O O O° O O O O°: O°° O o 000000 O O 0 0 O 0 0 0 0: 0 00000o O Deck Type 1: ° O O O O ° O 00 O 000000 ° ° O O O O O O O Wood, non -insulated ° O O O O O O O° 00 O 00 O O O Deck Description: Min. 19/32" plywood or wood plank : ° 00 ° System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Ply Sheet: Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Membrane: Polystick TU Plus, self -adhered. Surfacing: See General Limitations Below. NOA No.: 21-0602.14 MADe COON W Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 4 of 7 JL 0000 O O 000000 0000 O 0 0 O O O O 0000 O 00 0 0 000000 0000 00000:o., _ o - 0 0 0 000000 000000 0 0 0 0 0000 000000 0 0 00000 0 0000 0 0 00000 0 0 0000e0 000000 O 0 000000 0 00 00 0 0 0 0000eo 0 0 0 a 000000 0 00 0 0 0 0 0 0 0 00 O 0 0 000000 0 0 0 0 0 0 00 0 00 0 0 0 00 0 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and sweep the deck thoroughly to re move any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3" and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. ° 00000 ° ° ° GENERAL LDaTATIONS: 1. 2. 3. 4. 5. Fire classification is not part of this acceptance. 000000 ° ° ° ° ° ° ° ° ° ° 0000 ° 0000 ° ° ° ° Polystick TU Plus, Polystick MTS and Polystick MTS Plus may be used in asphaltic ogles, VbocrAiakes° ° ° ° ° and shingles, non-structural metal roofing, roof tile systems and quarry slate roof asslieg. ° ° ° °°°°° ° ° ° ° ° ° Polystick TU P may be used in all the previous assemblies listed except metal roofing° ° ° ° 000000 Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing°W� roof tile systems. ° ° Polystick TU Max may be used in non-structural metal roofing and roof tiles stems ° 00 ° ° ° ° ° ° ° ° ° Y Y g v °°° ° °° :°°°°: Elastoflex S6 G may be used in roof tile systems only. 00 ° 00 ° ° ° ° ° ° Deck requirements shall be in compliance with applicable building code. 660 Polystick IR Xe, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. Polystick IR-Xe, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. ° ° ° ° ° ° ° 00 ° ° ° ° ° ° ° ° ° ° ° ° O ° 6. Polystick IR Xe, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exposure Limitations (Days) Polystick MTS Polystick llt Xe Elastoflex S6 G Polystick TU Plus Polystick TU P Polystick TU Max Polystick MTS Plus Winter Haven FL 180 90 180 180 180 180 180 Hazelton PA N/A 90 N/A 180 N/A 180 N/A 7. 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.: 21-0602.14 Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 5 of 7 0000 0 O 000000 0000 O 0 O O O O p 0000 O 00 0 O 000000 0000 000000 0 0 0 O 000000 000000 i O O O O 0000 .000000 O O - 00000` O O 000000 0. o.. 000000 O 00 0.0 0 O 00000• 000000 O 00 0 �O O O OO O O 0 000000 O O O 0 O 0 00 0 00 O O O 00 O 1 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, the maximum roof slope shall be as follows: (See Table Below) Tile Polystick Elastoflex Polystick TU Plus, Polystick Polystick System (E3) Profile MTS S6 G Polystick TU P TU Max MTS Plus MTS Plus with TU Plus Flat Tile Prohibited 4:12 6:12 6:12 5:12 6:12 without battens Profiled Prohibited 4:12 6:12 6:12 4:12 6:12 Tile without battens The above slope limitations can be exceeded only by using battens in accordance with the Approved.Tile System Notice of Acceptance and applicable Florida Building Code requirements. When battos gr requiradt 4key shall..... be utilized during loading and installation of tiles. • • • - . 10. Care should betaken during the loading procedure to keep foot traffic to a minimum and.Uavoid dropping of the directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading prooedure -. two:tiles lahl• 4 .es. perpendicular to slope followed by a maximum four file stack parallel to the slope, for z tote t:l' of 6 —• for all..... underlayments except Polystick MTS which shall be loaded onto battens. ..... A&& bof Deck prelarc4 will, POIYSnCKIU Pus Hooting Tiles (6 Max. Per Stack) 12 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR-Xe, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR-Xe, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Section for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. NOA No.: 21-0602.14 MIAMI-DADE COUNTY Expiration Date: 09/13/22 r Approval Date: 08/26/21 Page 6 of 7 A r } O 0 O 0 0 O 0 0000 O 00 0 0 000000 0000 000000 0 t 0wo s aaooeo o � 00000 �seo. 0 0 00000 0 o eoeeee 000000 000000 0 00 00 O 0 p 000000 0 0 0 O 000000 0 00 0 0 O 0 0 0 0 00 O O O 000000 0 e O O 0 O 00 0 00 0 0 0 00 O q • POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1 %" metal disk as required in Miami -Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back -nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass POLYPLUS 50, XtraFlex 50 Premium Modified Wet/Dry Cement or Polyglass PG 500 applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading file on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 0069 s s 6. Battens and/or Counter -battens, as required by the file manufacturers NOA, must be u ed mntall project? for 00000 pitch/slopes of 7/12" or greater. It is suggested that on pitch/slopes in excess of 6 '/a"`1 o,.g*recauuo�s°°should be ° taken, such as the use of battens to prevent tile sliding during the loading process. O 0 , a ° ° 0 0 ° " ° 7. Minimum cure time after membrane installation & before loading of roofing tiles is Foirr-PSight (,W JJ§Urs. CO O O OO ° 0000 9 00004 8. Polystick membranes may not be used in any exposed application such as crickets, expmedjyalleo• ® °°° y 9000°°&, or gxpose4 ° o ° ° ° roof to wall details. ® 000000 00000 0 9. Repair of Polystick membranes is to be accomplished by applying Polyglass POLYPjU;S§, XtraFlex 50 ° ° Premium Modified Wet/Dry Cement or Polyglass PG 500 to the area in need of repaiz, folbiwed by a, patch of We ' ° o Polystick material of like kind should be set and hand rolled in place over the area ne8ding guch rqAair.°Patchigg ° ° ° membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such°a. Ay so that water will run parallel to or over the top of all laps of the patch. 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 8944563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 8944563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No.: 21-0602.14 Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 7 of 7 noon 0 s GOOD" 0,000 soe. i G O000 000060 6000 e'GOOO* o O O g 006000 00000a o s .GOOD. 0 aa0oes 00000 a Good o a 00000 0 0 000*00 0900O0 0 0 O60000 O 00 ?O, 00 0 000000 . 0 .. a .o; o '' ... .. ,� • 000000 0 OO 0., O 0 e DO a d. s O00000 G it e 0 0 a ss 0 0 e 0 0 eo s f Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.gov 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 2"d Ave Miami Shores, FI 33138 Re: Owner's I Date: —2- Property Address: /ylS ,f/_ qG S; Roofing Permit Number: ffDe�ildinracial: I /9lu1✓Syvcertify that I am not required to retrofit the roof to will connections of my building because: �'fhe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The bui ding was constructed in compliance with the provisions of the Florida Building Code (F I h th pro isions of 1994 edition of the South Florida Building Code (1994 SFBC) Ie-f- �A1�� Awo- 56ahWe 7 Print Name State of Florid�f, Miami Dade County The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the abRve pro erty mentioned. Sworn to and subscribed before me this _day of 20J2i •'d'+" CATHERINE A. DUFFIN Notary Public, State of Florida at Large u fg`.. 4 „I C NpHH 0895%2 o: '�;Eo� t� � • anndad , Nolery Public UndewNers • When the just valuation of the structure for purpose 5FadvaTorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. For Forms and Applications click here: http://bidg.miamishoresvillage.com/WebLink/Browse.aspx?id=118080&dbid=0&repo=Mia miShoresVillage Rev01 142021 Owner affidavit of exemption Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-014-3790 Property Address: 1235 NE 96 ST Miami Shores, FL 33138-2553 Owner ROBERT F WILLIAMSON JR &W JULIE Mailing Address 1235 NE 96 ST MIAMI, FL 33138-2553 PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY:1 UNIT Beds I Baths I Half 4 / 310 Floors 2 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,741 Sq.Ft Lot Size 20,250 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2021 2020 2019 Land Value $765,716 $765.716 $765,716 Building Value $191,404 $191,441 $191,478 XF Value $20,810 $20.947 $21,103 Market Value $977,930 $978,104 $978,297 Assessed Value $301,477 $297,315 $290,631 Benefits Information Benefit Type 2021 2020 2019 Save Our Homes Cap Assessment Reduction $676,453 $680,789 $687,666 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25.000 $25,000 Note: Not all benefits are applicable to ail Taxable Values (i.e. County, School Board, City, Regional). 13hort Legal Description 5-6 53 42 MIAMI SHORES SEC 3 PB 10-37 LOT 89&10 BLK 83 LOT SIZE IRREGULAR OR 9749-1620 Generated On : 4/11/2022 Taxable Value Information 2021 2020 2019 County Exemption Value 1 $50.000 $50.000 $50,000 Taxable Value 1 $251,477 $247.315 $240,631 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $276,477 $272,315 $265,631 city Exemption Value $50,000 $50,000 $50,000 Taxable Value $251,477 $247.315 $240,631 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $251,477 $247,315 $240,631 Sales Information Previous Sale Price OR Book -Page Qualification Description 07/01/1977 $127,500 09749-1620 Sales which are quallfied 07/01/1971 $73,000 00000-00000 1 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http:flw .miamidade.gov/info/discialmor.asp Version: Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.ciov SECTION R4402.13 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. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics -Workmanship: the workmanship provisions of Section R4402 are f r he 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 a e me t between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck y have to be renailed in accordance with the current provisions of Section R4403. (The ro deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation tw en neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adj ent units of roofing to be performed. 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the r f decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acc table. This provides the option of maintaining the appearance. 5. Ponding water: The current roof system and/or deck of the building may not ain well and may cause water to pond (accumulate) in low-lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. Rev01 142021 Owners roofing consideration Page 1 of 2 Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.Aov �rffow scuppers (wall outlets): It is required that rainwater flows off so that verloaded 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 Sections R4402, R4403 and R4413. 7. 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 consider additional hich can result in ext nding the service life of th oof. Owner/Agent'/5711 nature ate C tractor Signature Da e For Forms andlications click here: http://bldg.miamishoresvillage.com/WebLink/Browse.aspx?id=118080&dbid=0&repo=Mia miShoresVillage ReV01 142021 Owners roofing consideration Page 2 of 2 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1625 HIGH -VELOCITY HURRICANE ZONES —UNIFORM PERMIT APPLICATION Florida Building Code 7th Edition (2020) 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 1,2,3,4,5,6,7 Prescriptive BUR-RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 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 FLORIDA BUILDING CODE — BUILDING, 7th EDITION (2020) 473