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RF-14-587AC132 Engineering Inc. Testing & Engineering Services Certification of Authorization # 8131 Tel: 954-245.8976; Fax: 954.301.7776 5230 NE 18 Avenue Fort Lauderdale, FL 33334 Roof Tile Uplift Test Report Attention: Miami Shores Village, Building Division, 10050 NE 2nd Avenue, Miami Shores, FL 33138 Client: T & S Roofing Systems, Inc Test Date: 12/31/2014 Property Address: Permit # RF -3-14-587 900 NE 100 Street. Miami Shores. FI Roof Pitch: Type of Tile: Roof Area: 5 in 12 Boral Roof Tile 35.00 squares Tile Attachment Method: Two Component Polyurethane Foam Adhesive -Poly Pro H 160 Field Instrument: IMADA Force Gauge 0-100 Serial number: 243454 Test Location Total Number of Tests Field Uplift Pull Test Test results Perimeter Area: 15.00 sq 15 As per FBC 2010 Passed Field Area: 20.00 sq 20 As per FBC 2010 Passed No. of Corner: 15 15 As per FBC 2010 Passed Ridge Areas: 180 PCs 15 As per FBC 2010 Passed Important. These laboratory results can change due to future weather impacts and/or unavoidable roof traffic. Therefore, this report represents the TAS 106 results at the time of the test. Please see attached a Roof Sketch for this project. Cordially, ACB2 Engi rig Inc. (NOA 09-1005.01) Antoedo, PE U Fla. Reg. o: 36466 10126/ a ACB2 Engineering Inc, Engineering and Laboratory Services 5230 M Ie Avenue Fort Lauderdale, Florida 33334 Phone: (954)245-8976 Fax: (954) 301-7776 _ T i 1 ( f (r t i f fi rt 4L 1 B IkD G Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION MAR -1 b 2014 FBC 20 Permit No. _ /� Master Permit No.AF' � 7 "v—?z- Permit Type: BUILDING ROOFING JOB ADDRESS: 0 City: Miami Shores County: Miami Dade Zip: (� Folio/Parcel#: Is the Building Historically Designated: Yes OWNER: Name (Fee Simple Ir" Zone: City: State: Zip: 737� Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: �� 1 "4e'he VI -A 5 Phone#: Address: '1 1,^ � vkj '7,-; City: �� 6 ""i Qualifier Name: I -:T� Zip: State Certification or Registration #: ��' ��`� Z 3 rte Certificate of Competency #:�- Contact Phone#: `}� "`1• Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $i l 1300 Square/Linear Footage of Work: � � JrN V Type of Work: ❑Additi ❑Alteratioq Lrr� Oat ❑Repair/Replace ❑Demolition Description of Work: V, P Oat ` Color thru 0 t �Co' Submittal Fee $ Permit Fee Scanning Fee $ Notary Radon Fee $ Training/Education Fee $ Double Fee $ Structural Review $ CO/CC $ DBPR $ Bond Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address J City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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. u Signature Signature . Owner or Agent Contractor The foregoing i strument was ac owledge�jd�rb}°fore e s The foregoing i strument was cknowledged befor ma this �5 day of i�' ° , 20 , by �� \�' �, ' day of , y who is ersonally known to me or o has produced wh tkpersonally known for who has produced As identification and who did take an oath. -- as identification and who did take an oath. NOTARY PUBLIC: Sign. Print: My Commission Expires: APPROVED BY you' -v4% otery Public State of Florida aniel Perez �• MyCommission ,EE123821 oEt�o~ Expires 08/21/2015 7 ` Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) NOTARY PUBLIC: Si Prim My Commi iagXgireNotary Public Ste _ Daniel Perez y� oa My Cornmisolon EE Expiros 08121/2015 Zoning Clerk 5 , . OWNER'S AFFIDAVIT OF EXEMPTION Roof to Wall Connection Hurricane Mitigation Retrofit for Existing Site -Built Single Family Residential Structures Pursuant to Section 553.844 F.S. Date: To: Re: Owner's Name: ul� Property Address:' iAJ C Roofing Permit Number: Dear Building Official: I U11AM4 certify that I am not required to retrofit the roof to wall connections of my 6itildYng because The just valuation for the structure for purposes of ad valorem taxation is less than $300,000. The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of the 1994 edition of the South Florida Building Code (1994 SFBC) �Olt;, Signature of Property Owner 10 &/- f? F () Print Name STATE OF FLORIDA COUNTY OF MIAMI -DARE Sworn to i subs, bed before s Day of 20�, _ Personally known or Produced Identification When the just valuation of the structure for the purposes of ad valorem taxation is equal to or more than $300,000, and the building was not constructed in compliance with the FBC nor with the 1994 SFBC, and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided. M IAM 1-DADE COUNTY PROPERTY APPRAISER Lazaro Solis PROPERTY APPRAISER Property Information: Folio 11-3206-0340220 Property Address 900 NE 100 ST Owner Name(s) RAYMOND MATEO DAMARIS MATEO Mailing Address 900 NE 100 STREET MIAMI SHORES FL 33138 PrimaryZone 1100 SGL FAMILY - 2301-2500 SQ Use Code 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Adj. Sq. Footage 2,295 Lot Size 18,455.2 SQFT Year Built 1941 Full Legal Description MIAMI SHORES SEC 8 PB 1433 LOT 10 TO 12 BLK 170 LOT SQE 156.400 X 118 COC 25289-3838 012007 5 Assessment Information: Year 2013 2012 Land Value $198,723 Building Value $173,690 $177,620 Market Value 24,535 $376,343 Assessed Value $424,535 $301,732 Benefits Information: Benefit Type 2013 2012 Save Our Homes Cap Assessment Reduction $0 $74,611 Homestead Exemption $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 Note: not all benefits are applicable to all Taxable Values (ie County, School Board, City, Regional). Disclaimer: Aerial Photography 2012 Taxable Value Information: Year 2013 2012 Exemptlon/ Taxable Exemption/ Taxable County $50,000/$374,535 $50,000/$251,732 School Board $25,000/$399,535 $25,000/$276,732 City $50,000/$374,535 $50,000/$251,732 Regional $50,000/$374,535 $50,000/$251,732 Sale Information: Date Amount ORBook-Page Qualification Code 07/31/2012 $560,000 28223-4104 Qual by exam of deed 01/01/2007 $0 25289-3838 Qual by exam of deed 06/01/2004 $0 22416-4180 Qual by exam of deed 03/01/2004 $50,000 22416-4179 Qual on DOS, but significant phy change since 04/01/2000 $290,000 19073-4445 2008 and prior year sales, Qua[ by exam of deed The Office of the Property Appraiser and Marri-Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its interpretation. Although this website is periodically updated, this information may not reflect the data currently on file at Mani -Dade County's systems of record. The Property Appraiser and Marti -Dade County assumes no liability either for any errors, omissions, or inaccuracies In the Information provided regardless of the cause of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full disclaimer and User Agreement at http://www.rriarridade.govMfo/disclairrer.asp. Property information inquiries, comments, and suggestions email: pawebma[I@miarridade.gov GIS Inquiries, comments, and suggestions email: gis@miamidade.gov Generated on: Wed Mar 05 2014 Section A/B A MIAMI.&D f Miami -Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every l?ay" r-�— Section A (General information) ' >°.: fir: .. • �� " x; :� '��' � lhl,�. �� ,) �" - �-: — /� r x' x .. r'900 NE 100 ST 21 Low Slope 0 Mechanically Fastened Tile Mortar/Adhesive Set Tile Asphaltic Shingles El Metal Panel/Shingles wood Shingles/Shakes ® Sprayed Polyurethane Foam El other. Roof Type ® New Roof 0 Re -Rooting Recovering 0 Repair ® Maintenance Are there Gas Vent Stacks located on the roof? H Yes ® No If yes, what type? El Natural ® LPGX Roof System Information Steep Sloped area (ft?) 3500 Total (fL2) Low slope roof area (I1.2) 250 3750 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a°): Corner Size (a' a'): ■ 8 WPJ y s II T F II f—s I L V II II T Ipl � � ELU a II �� II• NI " IIcc 0 0 0 15 lu - z Q ° m Tile Roof System MIAMI -RADE Miami -Dade County HVHZ Electronic Roof Permit Form Section D Tile Roof System "Delivering Excellence Every Day" Roof System Manufacturer: I BORAL ROOFING LLC Notice of Acceptance Number (NOA): 13-0723.05 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations):. P 1: 39.1 P 2:168.1 11 P 3: 100.7 Maximum Design Wind Pressures, (From the NOA Specific system): 31.3 psf Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. Roof Slope: 3 "/12" Roof Mean Height: 8 ft. Method of Tile Attachment: --Adhesive, 2 Small Paddy Polyfoam Polypro— Alternate Method of Tile Attachment per NOA: Drip Edge Size & Gauge: --3" face 24 ga.— Drip Edge Material Type:I --Gaivinized Metal— Drip Edge Fastener Type: 11 1/4 RS NAILS Hook Strip/Cleat gauge or weight: -- Select Hook Strip -- Deck Type: —5/8" Plywood— Optional Insulation: 17 Optional Nailable Substrate: Optional Nailable Substrate Attachment: Basesheet Type: #30 astm type 11 Fastener Type for Basesheet Attachment: 1 1/4 rs nails 6" oc and 12" field Tile Underlayment (Cap Sheet) Type: UnderRoof 2 Tile Underlayment Attachment Method: SELF ADHERED Tile Profile: SAXONY 900 Section E t + MIAhIN E 0 "Delivering Excellence Every Day" Miami -Dade County HVHZ Electronic Roof Permit Form Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the file attachment method is acceptable. P 1: 39.1 X .313 = 12.23 - Mg: 8.03 = Mr1: 4.20 5 31.3 NOA Mf P 2: 68.1 X 2,.313 = 21.31 - Mg: 8.03 = Mr2: 13`28 5 31.3NOA Mf P 3: 100.7 X11.313 = 31.51 - Mg; 8.03 = Mr3: 23.48 S 31.3 NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127" For Uplift based file systems use Method 3. Compare 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 file attachment method is acceptable. P1: x 1: = x w: = - W. = x cos 0: = Fr1: 5 _ NOA F P2: X 1: X w: _ - W. _ _ . � x cos e: = Fr2: 5 NOA F P3: x 1: = X w: = - W. _ x cos 0: M= Fr3: 5 NOA P Where to Obtain Information to complete tile calculations Description Symbol Where to Find Design Pressure P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope 8 Job Site Aerodynamic Multiplier Product Approval (NOA) Restoring Moment due to Gravity Mg Product Approval (NOA) Attachment Resistance Mf Product Approval (NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance P Product Approval (NOA) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval (NOA) Tile Dimensions = I length w = width Product Approval (NOA) Tile_Roof System M4AMI•DADE no Miami -Dade County HVHZ Electronic Roof Permit Form Section D Tile Roof System "Delivering Excellence Every Day" Roof System Manufacturer: I BORAL ROOFING LLC Notice of Acceptance Number (NOA): 13-0723.05 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1: 39.1 P 2: 68.1 P 3:1100.7 _ Maximum Design Wind Pressures, (From the NOA Specific system): 31.3 psf Fill in the speck roof assembly components. !f a component is not required, insert not applicable (n/a) in the text box. Roof Slope: 712" Roof Mean Height: 8 ft. Method of Tile Attachment: --Adhesive, 2 Small Paddy Polyfoam Polypro-- Alternate Method of Tile Attachment per NOA: Drip Edge Size & Gauge: --3" face 24 ga.— Drip Edge Material Type: I --Gaivinized Metal— Drip Edge Fastener Type: 1 1 1/4 RS NAILS Hook Strip/Cleat gauge or weight:-- Select Hook Strip -- Deck Type: _-5/8" Plywood— Optional Insulation: Optional Nailable Substrate: Optional Nailable Substrate Attachment: Basesheet Type: #30 astm type II Fastener Type for Basesheet Attachment: 1 114 rs nails 6" oc and 12" field Tile Underlayment (Cap Sheet) Type: UnderRoof 2 Tile Undedayment Attachment Method: SELF ADHERED Tile Profile: SAXONY 900 Section E MIAM PIDADE "Delivering Excellence Every Day - Miami -Dade County HVHZ Electronic Roof Permit Form Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the file attachment method is acceptable. P 1: 39.1 XX .313 = 12.23 - Mg: 7.74 = Mr1: 4.49 . 5 31.3 NOA Mf P2:168.1 x .313 = 21.39 - Mg; 7.74 = Mr2: 13.57 5 31.3 NOA Mf P 3:1100.7 1 x X.313 = 31.51 - Mg; 7.74 = Mr3: 23.77 5 31.3 NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127" For Uplift based file systems use Method 3. Compare 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 the attachment method is acceptable. P1: x 1: � = x w: _ - W. = Roof Slope x cos 0: M= Fri: _ 5 NOA P P2: x 1: Product Approval (NOA) = � X w: _ _ W. = Mf X Cos 0: M = Fr2: _ _ 5 _ _ _ NOA F P3: x l: Minimum Attachment Resistance = x w: = - W. = Calculated X Cos 0: El = Fr3: 5 NOA F Where to Obtain Information to complete tile calculations Description I Symbol I Where to Find Design Pressure P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope 9 Job Site Aerodynamic Multiplier Product Approval (NOA) Restoring Moment due to Gravity Mg Product Approval (NOA) Attachment Resistance Mf Product Approval (NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F Product Approval (NOA) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval (NOA) Tile Dimensions = I length w = width Product Approval (NOA) 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake & Split Shake) 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 (lbf) Length-1(ft) Width -w (ft) Saxony 900 Slate, Shake & Split Shake 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers - X (ft3) Tile ;L (ft) X (ft3) Profile Batten Application Dire Deck Applicatio Monierl-ifetile Saxony 900 0.289 0.313 Slate, Shake & Split Shake Table 3: Restoring Moments due to Gravity - Mg (ft-lbf) Tile 2":12" 3":12" 4"•12" 6"•12" 6"•12" 711•12" or Profile greater Saxony Battens Direct Battens erect B ttens Direct Battens Direct Battens Direct I Battens I Direct 900 Deck Deck Deck Deck Deck Deck Slate, 7.16 8.12 7.08 8.03 .97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 Shake & Split Shake NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 5 of 10 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate, Shake & Split Shake 1-10d Smooth or Screw Shank Nail 7.3 -9.8 4.9 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 148 Screw 30.8 30.8 18.2 2 48 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Profile Resistance MonierLifetile Saxony 900 Adhesive 31.3 Slate, Shake & Split Shake Slate, Shake & Split Shake 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Profile Polyfoarn Pol ProTm 118.9 Pol oam Pol ProTm 40.4 3 Large paddy placement of 45 grams of Pol Pro TM. 4 Medium paddy placement of 24 grams of Pol ProTm. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Tile Minimum Attachment Profile Application Resistance MonierLifetile Saxony 900 Mortar Set 43.9 Slate, Shake & Split Shake 5. Tile-Tite Roof Tile Mortar NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 6 of 10 OWNER'S AFFIDAVIT OF EXEMPTION Roof to Wall Connection Hurricane Mitigation Retrofit for Existing Site -Built Single Family Residential Structures Pursuant to Section 553.844 F.S. Date: To: Re: Owner's Name: %AWo r Property Address: C Roofing Permit Number: Dear Building Official: I 0 certify that I am not required to retrofit the roof to wall connections of my build' g because: The just valuation for the structure for purposes of ad valorem taxation is less than $300,000. The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of the 1994 edition of the South Florida Building Code (1994 SFBC) Signature of Property Owner Print Name =o4Pm pp�t Nota Pub t: State Dan' I Perez STATE OF FLORIDA COUNTY OF MIAMI -DARE• my c mmisijen ge apo 08/21/2016 Sworn to and, subsc 'bed befores Day of 20, _ Personally known or Produced Identification When the just valuation of the structure for the purposes of ad valorem taxation is equal to or more than $300,000, and the building was not constructed in compliance with the FBC nor with the 1994 SFBC, and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided. SECTION 1524 HIGH -VELOCITY HURRICANE ZONES— REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As k pertains to this section, it Is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Cdde, Building govern the minimum requirements and standards of the industry for roofing system Installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's Initial in the designated space Indicates that the item has been explained. 1. Aesthetics -workmanship: The workmanship provisions of Chapter 15 (High -Velocity Hurricane Zone) are f6r the purpose of providing that the roofing system meets the wind resistance and water Intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High -Velocity Hurricane Zones) of the. (The roof deck is usually concealed prior to removing the existing roof system.) 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. An:4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside -of the decking may not be acceptable. The owner provides the option of maintaining this appearance. 19 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) In low-lying areas of the roof. Ponding can be an Indication of -structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof Is not overloaded from a buildup of water. Perimeter/edge walls or other roof extensions 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: Chapter 15 and 16 herein and the jj�� Florida Building Code, Plumbing. �`UIL 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the Interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not .be reduced. it may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's/Agent's Signature ate Contractor's Signature ate CNT4 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) .,w.miamidade.aov/economy 3M Company 3M Center Building 0220-05-E-06 St. Paul, MN. 55144-1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3MTM 2 -Component Foam Roof Tile Adhesive 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 revises NOA 12-0228.18 and consists of pages 1 through 11. The submitted documentation was reviewed by Juan E. Collao, R.A. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does 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 tiles system using 2 -Component Foam Roof Tile Adhesive AH -160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2 -Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH - 160 Foam Dispenser RTF 1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2 -Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: ProveProverty 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./Fe 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 @158°F., 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.: 13-0502.02 MiaHttioaoecoExpiration Date: 05/10/17 Approval Date: 12/12/13 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 Trinity Engineering 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 ASTM D 1623 04/18/12 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB -589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. 3. 3NC 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles. 4. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 5. Roof Tile manufactures acquiring acceptance for the use of 3M"m 2 -Component Foam Roof Tile Adhesive AH - 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 6. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. NOA No.: 13-0502.02 MIAMIDADE COON r Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 3 of 11 INSTALLATION: 1. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160. 2. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance 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. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2 -Component Foam Roof Tile Adhesive AH - 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF 1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. S. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after 3MTM 2 - Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Minimum Paddy Contact Minimum Paddy Gram Tile Profile Placement Detail 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 42 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 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 17 grams per bead edge) 20-25 sq. inches each bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All 3M'm 2 -Component Foam Roof Tile Adhesive AH -160 containers shall comply with the Standard Conditions listed herein. 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.: 13-0502.02 MIAMI•DADE COUNTY Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 Nail through plastic cement Paddy (Beneath Tile) (when required) Underlayment 10 tn. Battensoptlonal ° Eave Course loin } Fascia 2 Eave Closure Nall through plastic cement (when required) Paddy (Beneath Tile) Underlayment 101 21n.wide , Battens optional loin. ��`- 21n. Eave Closure Eave Course Fascia Nall through plastic ce (when required) Paddy (Beneath Tile) IUnderlayment 10In x 2 in.wide \ Battens optional rr Eave Course Fascia Weephole Eave dosure tO tm �2 hi. Drip edge 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 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. 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 file closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 Nail through plastic cement Paddy (Beneath Tile) (when required) Underlayment I� It 71n �' Battens optional Eave Course 10(n.`~ asda a in Eave Closure Nail through plastic cement (when required) Paddy (Beneath Tile) Underlayment a_ 7 in. �2 i n. Battensoptional ion. ``�� ' 2in Eave Closure Eave 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 cm) — 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 strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2) - 12 (77.4 cm) square inch adhesive contact with the underside of the tile. Medium Profile / Double 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 cm) — 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 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 cm) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Nail through plasticce (when required) Fadd (Beneath Tile) Y Underlayment C2, 7 in. tin. 2 Battens optional , a: Eave Course Fascia Weephole t0 in.Z in. Eave closure Drip edge �l 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 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 17" (109.7 cm2) - 19 (122.6 cm) square inch adhesive contact with the underside of the tile. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 NuffluaughpNOccement pedtdg tsed WhenrequiredI Battens al a // 6 t�addg(Under ULQ r, F� gqpe i Gntopdiffie S 4s4fiw er gle paddy an ��lerlaylaenrt `�` 3 x 41ow < � 1S ,M1i f4ln Rat/Low Profile Tile NaBthroughplasticcement %gle paddy under tie (when uquired) padt9y (bet Ceti Battens pad Wdertilel optlanal o Y 3 shwepad an top e 5,addyan �.�. q 4.y,. Y h qk �• - to26n. Lwe ®asure Evre come-lasda Medium PraflleTile 1. On the eave course only, 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 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" (10 1.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 int (109.7-148.4 cmZ) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8-9 int (51.6-58.1 cm2) of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Wthmugh phmdc Sire paddy rLnder ft $wehenrespdredi Pasty dlesl Omens M#(undertilef eonI 4l -sd➢n. Single zz 11n. a4 'aP d# an top of toe W Rh R Ewe Course Weephsde 10In. tin. Eavedosure Qdp edge High pratl'Ee T1t0 3. Also apply a 2" (50.8 mm) x 411(101.6 nun) 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. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 10 of 11 1) Place enough adhesive to achieve 65 to 70 sq. In contact with the pan tile. 2) Tum covers upside down. Place adhesive in to 1 In. from outside edge of covertile. Then install the tile. Ensure 20to Underlayment (motar shown) fascia ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Steep pitch applications (when required) point -up Mortar on longitudinal edges of the 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 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 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 approximately 65 (419.4 cm) — 70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile. 3. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 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.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 11 of 11 M1W r MIAMI-DADE COUNTY 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.miamidade.gov/economy Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 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. 12-0222.03 and consists of pages 1 through 10. The submitted documentation was reviewed by Alex Tigera. NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 1 of 10 ROOFING ASSEMBLY APPROVAL Cateeory Roofing Sub -Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Saxony 900 -Slate 1= 17" TAS 112 Flat profile, interlocking, high-pressure w = 13" extruded concrete roof tile equipped with thickness = 1-5/32" two nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. Saxony 900 -Split 1= 17" TAS 112 Flat profile, interlocking, high-pressure Shake w = 13" extruded concrete roof tile equipped with thickness = 1-9/32" two nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. Top surface available in 4 different configurations: 1. Complete tile brushed 2. Right half brushed (shown in drawing) 3. Left half brushed 4. No brush Saxony 900 -Shake 1= 17" TAS 112 Flat profile, interlocking, high-pressure w = 13" extruded concrete roof tile equipped with thickness =1-9/32" two nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. Trim Pieces Length: varies TAS -112 Accessory trim, boosted Barcelona, concrete Width: varies roof pieces for use at hips, rakes, ridges and varying thickness valley terminations manufactured for each tile profile. NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 2 of 10 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales, FL. 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Redland Technologies 7161-03 Appendix III The Center for Applied 94-084 Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service MIAMMADE COUNTY 94-060A 25-7183-6 25-7183-5 25-7214-1 25-7214-5 7161-03 Appendix H Letter Dated Aug. 1, 1994 P0631-01 P0402 Project No. 307025 Test #MDC -77 R1.894 R2.894 R3.894 520109-1 520111-4 520191-1 Test Name/Report Date Static Uplift Testing Dec. 1991 TAS 102 & TAS 102(A) Static Uplift Testing May 1994 TAS 101 (Mortar Set) Static Uplift Testing March, 1994 TAS 101 (Adhesive Set) Static Uplift Testing Feb. 1995 TAS 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing Feb. 1995 TAS 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing March, 1995 TAS 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing March, 1995 TAS 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing Dec. 1991 TAS 108 (Nail -On) Wind Tunnel Testing Aug. 1994 TAS 108 (Nail -On) Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Wind Driven Rain Oct. 1994 TAS 100 Physical Properties Aug. 1994 TAS 112 Static Uplift Testing Dec. 1998 TAS 101 Static Uplift Testing March 1999 TAS 101 NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 3 of 10 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 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers January 2007 Walker Engineering, Inc. Calculations Two Patty Adhesive Set April 1999 System Walker Engineering, Inc. Evaluation Calculations Restoring Moments Due to February 2007 Gravity Nutting Engineers 130 TAS 112 January 2007 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set file 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 to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 4 of 10 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". LABEL FOR SAXONY 900 TILES (LAKE WALES FL PLANT) LOCATED UNDERNEATH 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 the Building Official or applicable building code in order to properly evaluate the installation of this system. MAMI-RADE COUNTY �KI...• NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 7 of 10 NAIL HOLES W UNDERLOCK SAXONY 900 - SLATE 5/32 " (Slate) COVERLOCK NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 8 of 10 ,/ I NAIL HOLES 1-9/32 " (Shake) Note: Available Top Surface Finishes S. Complete tile brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900 - SPLIT SHAKE NOA No.: 13-0723.05 CMILAMMMADEWCONTT Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 9 of 10 NAIL HOLES R SAXONY 900- SHAKE END OF TRIS ACCEPTANCE 7 1-9/32 " (Shake) NOA No.: 13-0723.05 IMOD �� Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 10 of 10 MIANII-DARE COUNTY MIAMN ADE 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.gov/economy GAF 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: UnderRoofrm 2 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. 11-1027.06 consists of pages 1 through 4. The submitted documentation was reviewed by Juan E. Collao, R.A. APPROVED NOA No.: 13-1104.05 Expiration Date: 09/21/16 Approval Date: 02/20/14 Page 1 of 4 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Underlayment Material: Rubberized Asphalt PRODUCT DESCRIPTION: Manufactured by Test Product Applicant Dimensions Specifications Description UnderRoofrM 2 39 %" x 67.8' rolls TAS 103 Self -adhering reinforced membrane of rubberized ASTM D 1970 asphalt with a polyester surfacing for use as an underlayment in sloped tile and asphalt shingle roof assemblies. Roof slopes of 2:12 —12:12 are acceptable as indicated by local codes and manufacturer's installation instructions. MANUFACTURING LOCATION: 1. Fresno, CA EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Intertek Testing Services NA Ltd. 3077464-01 ASTM D 1970 08/23/06 3077464-02 TAS 103 08/23/06 3090131 ASTM D 1970/TAS 103 08/23/06 PRI Construction Materials RGM-023-02-01 ASTM D 4798/TAS 103 05/16/07 Technologies 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. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. UnderRoofrM 2 shall be installed in strict compliance with applicable Building Code. 3. UnderRoofrM 2 may be used in roof tile and asphalt shingle assemblies. 4. UnderRoofrM 2 shall be applied to a smooth, clean and dry surface with deck free of irregularities. 5. UnderRoofrM 2 shall not be applied over an existing roof membrane as a recover system but may be applied to underlayment base sheets as listed in this approval. 6. UnderRoofrM 2 shall not be left exposed as a temporary roof for longer than 180 days after application. 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. UnderRoofrM 2 may be used with any approved roof covering Notice of Acceptance listing UnderRoofrM 2 as a component part of an assembly in the Notice of Acceptance. If UnderRoofrM 2 is not listed; a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 9. 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.: 13-1104.05 MIAMI -DADS COUNTY Expiration Date: 09/21/16 Approval Date: 02/20/14 Page 2 of 4 .4 + I It APPROVED ASSEMBLIES: Deck Type 1: Wood, Non -insulated Deck Description: 19/32' or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened to deck, membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 compliant underlayments with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Membrane: • Begin at lowest point on roof deck. Peel back the release film and align the membrane on the lower edge of roof; pull the release film to peel back and apply membrane. • Roll lower edges and seams with a hand roller. Use flat broom, squeegee or weighted roller to help lay flat and ensure full adhesion of UnderRoofrM 2 to the anchor sheet. • Where back nailing is required for steep slope applications, back nail and cover nails by overlapping with the next sheet. Use acceptable fasteners such as approved nails and tin caps. Plastic caps are not acceptable. Contact GAF technical services for other approved fasteners. • Valley and Ridge applications: Begin at lowest point on valley or ridge, peel back the release film, center the sheet over the valley or ridge and press firmly into place. • End Laps must be a minimum 6" and Side Laps must be a minimum 4" in and properly aligned with the existing selvedge edge. • Install when temperatures are 45° F and rising, over clean, dry and smooth substrate. • Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current product control Notice of Acceptance and applicable building code. • Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to the lap areas. • UnderRoofrM 2 shall not be exposed for longer than 180 days after application. GAF reserves the right to revise or alter the exposure time, not to exceed the preceding maximum exposure time. • Wherever the adhesive back comes in contact with polyester surfacing such as end laps, penetrations and flashing material must be set in a 1/8 inch toweling of LeakBusterTM Matrix® 201 Premium SBS Flashing Cement made in accordance with ASTM D4586 - Type 1 or equal flashing cement. • UnderRoofrM 2 is acceptable in foam applied and mechanically attached tile systems • Consult manufacturer's installation instructions for complete installation requirements. Surfacing: Roof Tile and Asphalt Shingle Assemblies. NOA No.: 13-1104.05 Expiration Date: 09/21/16 Approval Date: 02/20/14 Page 3 of 4 J p c 10 LABELING: 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. MIAMI-DADE COUNTY W • • 1 BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: I. This Notice of Acceptance. 2. Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this material. ENI) OF THIS ACCEPTANCE NOA No.: 13-1104.05 MIAMI -DAD, COUNTY Expiration Date: 09/21/16 Approval Date: 02/20/14 Page 4 of 4 APR 03 High Velocity Hufricone Zone Uniform Permit Application Form Section Q (Low Stoped Roof System) Fill In Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as *NA") System Manufacturer. 01M . NOA No.' Zm t`� 6 Q !2 7^ Design Wind Pressures, From RAS 128 or Calculations: Pmaxl:� Pmax2: _ Pmax3: W Max. Design Pressure, From the Specific NOA System: H Deck: Type: o'by,yj4W' 'OA Gaugefrhickness•, 10 Slope: AnchorlBase Sheet & No. of Ply(s): S V �� i Anchor/ as Shet FW nerBondin enal: d Insulation Base Layer. A y Base insulation Size and Thickness:�, i PS Base Insulation Fastener/Bonding Materia�I; , Vgl Tem', Top Insulation Layer. j�! r FT. t Top Insulation Size and Thickness: D �-(ee�apA Parapet Top Insulation Fastener/Banding Material: QAgv% �. Heioht Base Sheet(s) & No. of Ply(s): D ° FT. Base Sheet Fastener/Bonding MaterlaI:,jkj filc� Mean A' Roof Ply Sheet(s) & No. of Ply(s): Nib '1 Height Ply Sheet Fastener/Bonding Material:0�� Top Ply: e i ' titt� M-j Top Ply Fastener/ Bonding Material: 1lfi(- Fastener Spacing for Anchor/Base Sheet Attachment Field:, oc@ Lap, # Rows 1 @!- oc Perimeter. 6 ` oc @ Lap, # Rows @ f✓ " oc Comer: • ; oc @ Lap, # Rows A @ ° oc Number of Fasteners Per Insulation Board q Field Perimeter' Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Surfacing: �1 1 u:\B & G Pormsacioting mctcenrootmg pacicet completextoci/ //2U12 MIAIJU ADE MIAMI -DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv GAF 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF EverGuard® FreedomTM TPO with RapidSeamTM Technology Single Ply Roofing System over 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 revises NOA No. 09-0506.03 and consists of pages 1 through 9. The submitted documentation was reviewed by Juan E. Collao, R.A. G,QPao-' NOA No.: 13-0603.02 Expiration Date: 09/15/14 Approval Date: 08/01/13 Page 1 of 9 t f • ROOFING SYSTEM APPROVAL Category Roofing Sub -Category: Single Ply Roofing Material: TPO Deck Tvoe• Wood Maximum Design Pressure -105 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE I Test Product Product Dimensions Specification Description EverGuare FreedomTM TPO Various ASTM D 6878 Self -Adhered thermoplastic olefin with RapidSeamTM Technology reinforced membrane. EverGuare FreedomTM TPO Various ASTM D 6878 Self -Adhered thermoplastic olefin HW reinforced membrane. EverGuare TPO-45 Utility Various ASTM D 6878 Thermoplastic olefin reinforced Flashing Strips flashing membrane. EverGuare UN -55 Detailing Various ASTM D 6878 Thermoplastic olefin reinforced Membrane flashing membrane. EverGuare Coated Metal 4' x 10' sheets US CS -245-62 TPO membrane laminated 25 Ga. Sheets galvanized sheet metal. EverGuare TPO Preformed 4" x 4" x 4" ASTM D 6878 Prefabricated molded one piece Corners 20 pcs. Crtn. corners. EverGuare TPO Preformed 1" - 8" o.d. ASTM D 6878 Pre molded vent pipe boots. Vent Boots 6 pcs. Crtn. EverGuare Cut Edge Sealant 1 quart Proprietary Solvent based sealant for TPO cut squeezetube edges. EverGuard® Preformed 4"-8" x 50' Proprietary Low profile expansion joint cover. Expansion Joint Cover EverGuare Walkway Pads & Pads Proprietary Standard duty walkway pads & rolls. Rolls 1/8"x301106" Rolls 1/8"x30"x50' EverGuardo UN -55 Detailing Various ASTM D 6878 55 mil un -reinforced flashing Membrane membrane. EverGuarda TPO Cover Tape 6" x 100' roll .045" TPO membrane laminated to white butyl tape. EverGuare Preformed Split Various Split boots to accommodate most Pipe Boot pipes and conduits. NOA No.: 13-0603.02 Expiration Date: 09/15/14 MIAMFDAINIFINDECO TY Approval Date: 08/01/13 Page 2 of 9 NOA No.: 13-0603.02 Expiration Date: 09/15/14 Mu►r�NLecounmr Approval Date: 08/01/13 Page 3 of 9 Test Product Product Dimensions Specification Description EverGuare RTA Strip 6" x 100' roll Reinforced TPO membrane with pressure sensitive adhesive. EverGuare Corner Curb Wrap Various Flash curbs EverGuard® Self -Adhering 30 per carton TPO Standing seam Batten Strips Standing Seam 10' length adhered to EverGuare TPO membrane to simulate the appearance of a metal standing seam roof. Freedom 5'-0" Duel HW (Heat 5' x 50' .060" thick TPO reinforced membrane weld) Flashing EverGuard® TPO Fluted Corner 8" diameter Flashing outside corners of base and nominal .05" curb flashing. non -reinforced EverGuare Square Tube Wrap Various Square tube wrap EverGuard® Inside Corner 6" x 6" x 5'/a" Inside corners of base and curb flashings. EverGuare Pourable Sealer 9" x 6" x 4" Pourable sealer. Pocket oval with 3" base flange EverGuare Drain Various Spun aluminum drain preflashed with 55 mil unreinforced TPO membrane. EverGuard® Scupper 4" x 6" x 12" TPO coated metal 55 mil 8" x 10" x 12" unreinforced membrane EverGuard® Vent Vent manufactured out of reinforced 45 mil TPO membrane and galvanized steel. Storm SafeTM 40" wide Proprietary Synthetic Underlayment FireOutTM Fire Barrier Coating N/A N/A Low VOC, water-based coating system that provides outstanding flame spread and penetration to combustible roof decks in the event of fire. NOA No.: 13-0603.02 Expiration Date: 09/15/14 Mu►r�NLecounmr Approval Date: 08/01/13 Page 3 of 9 s APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) EnergyGuardTM PolyIso, RA, RN, Polyisocyanurate foam insulation GAF Ultra EnergyGuardTM Perlite Perlite insulation board. GAF EnergyGuardTM Composite, RA, RN Polyisocyanurate foam insulation with GAF high density fiberboard or perlite insulation. Dens Deck®, Dens Deck PrimeTM Water-resistant gypsum board G -P Gypsum Corp. StructodeO TD Flame Resistant High Density Wood Knight-Celotex Fiber board. StructodeO Insulation board Knight-Celotex SECUROCK® various G -P Gypsum APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Drill-TecTM # 12 Standard Insulation fastener for steel, various GAF & #14 HD Roofing wood & concrete decks. Fasteners 2. Drill-TecTM ASAP Pre -assembled fasteners and various GAF metal and plastic plates. 3. Drill-TecTM Plastic Round Polypropylene plate. Plate Diameter: GAF Polypropylene Plates 3" & 3-%2" 4. Drill-TecTM Metal Round galvalume plate. Plate Diameter: GAF Insulation Plates 3" & 3-1/219 5. Annular Ring Shank Nails Galvanized steel roofing nails Nail: Various Others & Tin Caps with tin caps. lengths (Dade County Tin Caps: 1" Approved) 6. OlyBond500TM & Dual component adhesive N/A Olympic Mfg. OlyBond Adhesive fastener Group, Inc. Fastener EVIDENCE SUBMITTED: NOA No.: 13-0603.02 Expiration Date: 09/15/14 Approval Date: 08/01/13 Page 4 of 9 Test AffenevAdentifier Underwriters Laboratory, Inc. Factory Mutual Research Corp. IRT-ARCON Exterior Research and Design, LLC Name Report Date UL 790 03CA38009 01/21/04 FM 4470 3139QLAM 01/08/98 FM 4470 3020588 03/24/04 TAS 114 02-005 01/18/01 TAS 114 04-025 07/13/04 TAS 114 02762.03.05 03/20/05 TAS 114 01515.02.06 02/8/06 NOA No.: 13-0603.02 Expiration Date: 09/15/14 Approval Date: 08/01/13 Page 5 of 9 C., a Deck Type 1I: Wood, Non -Insulated Deck Description: Minimum 19/32' plywood to supports max. 24" o.c. with # 10 wood screws max. 6" o.c. System Type E: (Optional) FireOutTM Fire Barrier Coating over the deck. Underlayment is mechanically attached to the deck. Membrane fully or partially adhered to the underlayment. Underlayment: Storm SafeTM is mechanically fastened to deck as described below; Fastening Options: Underlayment is attached to the deck with FBC HVHZ tin -caps and nails at 9" o.c. in the 4" laps and 9" o.c. in two staggered rows in the field. (Maximum Design Pressure -45 psf, see General Limitation # 7) Underlayment is attached to the deck with Drill-TecTM # 12 Fastener & 3" Plates Spaced at 8" o.c. in the 4" laps and 8" o.c. in three staggered rows in the field. (Maximum Design Pressure -105 psf, see General Limitation # 7) Membrane: EverGuarde FreedomTM TPO with RapidSeamTM Technology 45, 60, 80 mil adhered to insulation with a minimum 6" side lap fully self -adhered or EverGuard® FreedomTM TPO HW 45, 60, 80 mil (self -adhered) with a minimum 3" side lap heat welded with a minimum 1.75" weld. Surfacing: (Optional) 1. Advanced Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. 2. EverGuare self -adhering Standing Seam Architectural Profiles installed in compliance with manufacturer's specifications and applicable Building Codes. 3. TOPCOAT® Surface Seal, TOPCOAT® Fireshiele SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 gal./sq. Maximum Design Pressure: See fastening options above. NOA No.: 13-0603.02 Expiration Date: 09/15/14 Approval Date: 08/01/13 Page 8 of 9 • WOOD DECK SYSTEM UmnATIONS: 1 A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20401bs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. 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 Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117 and/or RAS 137. 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 9N-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 13-0603.02 Expiration Date: 09/15/14 Approval Date: 08/01/13 Page 9 of 9 . 'tGa13 06 - Roofing Systems Membrane: — Two or more plies "Ruberoid@ 20" or "Ruberold@ 20 HT" or three or more plies Type G1 "GAFGLAS@" Ply 60, fully adhered with hot roofing asphalt '44arnkrane: — "EverGuard@ TPO FB Ultra" 45 -mil to 80-rntl or "EverGuard@ Extreme"" TPO FB Ultra" 50 -mil to 80 -mil, fully adherdd with hot roofing asphalt or mechanically fastened or adhered- with "LRF Adhesive MP -or "LRF Adhesive O" applied as a - nominal PA -In. diameter bead with a maximum on -center spacing of 12 -in. applied parallel to the slope of the roof. 8. Deck: C-15/32 Incline: 1/4 Insulation. — Any UL Classified polyisocyanurate, minimum 3 -in, thick, mechanically fastened or fully adhered with hot roofing asphalt or adhered with "LRF Adhesive M". Base Sheet. — One or more plies Type G1 orType G2 or "GAF Stratavent@ Eliminator'"' Venting Base Sheet (Nallable)", mechanically fastened. Membrane: — Two or more plies "Ruberold® 20" or "Ruberold@ 20 HT" or three or more plies Type Gi "GAFGLAS@ Ply 60, fully adhered with hot roofing asphalt.. Membrane: — "EverGuard@TPO FB Ultra" 45-mll to 6D -mil or " EverGuard@ Extremee" TPO FB Ultra" 50-mll to BO-mll, fully adhered with hot roofing asphalt or mechanically fastened or adhered with "LRF Adhesive M" or "LRF Adhesive O" applied as a nominal a/4 -In. diameter bead with a maximum on -center spacing of 12-1n. applied parallel to the slope of the roof. 9, Deck: NC Incline: 9/4 Insulation (Optional). — Wood fiber or glass fiber or perlite,1/ -In. thick minimum, mechanically fastened or fully adhered with hot roofing asphalt or adhered with "LRF Adhesive M" or OMG Inc "Olybond Fastening System" applied as a nominal e/4 -in. bead or "GAF 2 -Part Roofing Adhesive" applied as a nominal 21/a -in. bead with a maximum on -center spacing of 12 -In. or any UL Classified insulation adhesive applied per the manufacturer's Installation instructions. Membrane: — "EverGuard@ TPO F8 Ultra" 45-m11 to 80-mll or" EverGuard@ Extreme'l"TPO FB Ultra" 50 -mil to 80-mll, fully adhered with hot roofing asphalt or mechanically fastened or adhered with "LRF Adhesive M" or "LRF Adhesive 0" applied as a nominal 814 -in. diameter bead with a maximum on -center spacing of 12 -In. applied parallel to the slope of the roof. 10, Deck: NC Incline:. TA Insulation (Optional): — Minimum V. -In. thick wood fiber over any UL Classified polyisocyanurate, any thickness. Membrane: — "EverGuard@ Freedom'"' TPO" 45 -mil to 80 -mil or "EverGuard@ Extreme," Freedom," TPO HW" 50 -mil to 80-mll, self -adhered, 11. Deck. NC Incline: 2 Membrane: — "EverGuard@ Freedom,,' TPO" 45-mll to 80 -mil or "EverGuard@ Extreme," Freedom""' TPO HW" 50 -mil to 80 -mil, self -adhered. 12. Decks C-15/32 Incline: 2 Insulation (Optional): — Any UL Classified, any thickness. Barrier Board: — Minimum'/4-in, thick Georgia-Pacific Gypsum LLC "DensDeck(@ Roofboard" or "DensDeck Prime@ Roofboard" or "DensDeck DuraGuard"" Roofboard", mechanically fastened with all butt joints In barrier board staggered a minimum of 6-1n. from butt joints in plywood deck, Membrane: — "EverGuard@ Freedom""' TPO" 45 -mg to 80-m11 or "EverGuard@ Extreme*" Freedom," TPO HW" 50 -mil to 80 -mil, self -adhered. 13. Deck: NC Incline: 1/4 Insulation (Optional): — "EnergyGuard74" or "EnergyGuard^" RA" or EnergyGuard„” RN" or "EnergyGuardT"' RF" or "EnergyGuard,," Ultra" or "EnergyGuardT"' RHO or wood fiber or glass fiber or perlite, any thickness. Slip Sheet (Optional):— One ply "StormSafeT°", mechanically fastened Membrane: — "EverGuard@ Freedom,"' TPO" 45 -mil to 80 -mil or "EverGuard@ Extreme''" Freedom*'" TPO HW" 50 -mil to 80 -mil, self -adhered. 14. Deck: C-15/32 Incline: 2% Barrier Board: — Minimum 1/4-!n. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck Prime@ Roofboard" or "DensDeck DuraGuardTM Roofboard", mechanically fastened with all butt joints In battler board staggered a minimum of 6 -In. from butt joints In plywood deck. Membrane: — "EverGuard@ Freedom'"' TPO" 45 -mil to 80 -mil or "EverGuard@ Extreme," Freedom"TPO HW" 50 -mil to 80 -mil, self adhered. 15. Deck: NC Incline; 'A Insulation (Optional): — "EnergyGuard'"'" or "EnergyGuardT" Ultra" or "EnergyGuard'"' RA" or "EnergyGuard'"' RN" or "EnergyGuard,," RHO, any thickness. Membrane: — "EverGuard@ Freedom""' TPO" 45-mll to 80 -mil or "EverGuard@ Extreme," FreedomT" TPO HW" 50 -mil to 8D-mll, 16=.rk-C_1513l—�� Incline: 1 Primer. — "FireOut' "" applied at a rate of 1-gal./100-fL2. Base Sheet (Optional): — One ply Type G2, mechanically fastened. Slip Sheet (Optional); — One ply "StormSafeTm" or "VersaShleld@ IS" or "VersaShield@ 2S" or Atlas Roofing Corp. "FR -10" or "FR -50", mechanically fastened. Membrane: — "EverGuard@ Freedom"" TPO" 45 -mil to 80 -mil or "EverGuard@ ExtremeT'' Freedom"" TPO HW" 50-mll to 80 -mil, self -adhered. 17. Deck: NC Incline: 'A ... --. f. 1-- 7o17v1r/1777? Q A/FR/chnumarre.hlml?name=... 11/20/2013 'Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 March 28, 2014 Permit No: RF 14-587 Building Critique Review 1. Provide detail and specifications for the low slope roof system. Ismael Naranjo Building Official Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re -submittal drawings.