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RF-15-608
Project Address Parcel Number Applicant 137 NW 93 Street 1131010330860 PATRICK & MICHELLE COLLINE Miami Shores, FL Block: Lot: Owner Information Address Phone Cell PATRICK & MICHELLE COLLINS 137 NW 93 Street (786)256-3743 MIAMI SHORES FL 33150- 137 NW 93 Street MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone ISAACS ROOFING & INSULATION COI (305)234-5234 (786)277-9756 of Work: Re Roof onal Info: RE ROOF TILE TO TILE ification: Residential Tina: 4 Fees Due Miami Shores Village �► 10050 N.E. 2nd Avenue NW CCF Miami Shores, FL 33138-0000 DBPR Fee Phone: (305)795-2204 Project Address Parcel Number Applicant 137 NW 93 Street 1131010330860 PATRICK & MICHELLE COLLINE Miami Shores, FL Block: Lot: Owner Information Address Phone Cell PATRICK & MICHELLE COLLINS 137 NW 93 Street (786)256-3743 MIAMI SHORES FL 33150- 137 NW 93 Street MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone ISAACS ROOFING & INSULATION COI (305)234-5234 (786)277-9756 of Work: Re Roof onal Info: RE ROOF TILE TO TILE ification: Residential Tina: 4 Fees Due Amount Bond Type - Contractors Bond $500.00 CCF $20.40 DBPR Fee $4.88 DCA Fee $4.88 Education Surcharge $6.80 Permit Fee - New Roof $325.00 Scanning Fee $12.00 Technology Fee $27.20 Total: $901.16 Valuation: $ 33,500.00 Total Sq Feet: 3700 Pay Date Pay Type Amt Paid Amt Due Invoice # RF -3-15-54855 03/25/2015 Check* 1948 $ 401.16 $ 500.00 03/25/2015 Credit Card $ 450.00 $ 50.00 03/19/2015 Check * 2078 $ 50.00 $ 0.00 Bond M 2648 Available Cap (Tile In Progress Renailing Affidavit Review Roof 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 ancyypning. Futhermoro I authorize the above-named contractor to do the work stated. March 25, 2015 Owner / ApWcant / Contractor / Agent Building Department Copy March 25, 2015 1 F.I.E. FLORIDA INTERNATIONAL ENGINEERING VESTING LAB INSIGHT -INNOVATION -INTEGRATION Owner's Name: f,&,Tcz,I Gf t JZ� 7 r- 6 O Florida International Engineering and Testing Lab LLC 7500 NW 25 Street, #241, Miami, FL 33122 Telephone: (305) 378 -1991 -Fax: (305) 378-1997 Miami -Dade Lab Certification # 07 -0612.11 -State of Florida ca #27273 SITE SPECIFIC INFORMATION Job Address: 133 PL vi 4V13 41-1 Roofing Contractor: ls&AC4 9va a Permit Number: Approximate Roof Height: �Z' feet Type of Access to Roof: .,/ Ladder Type of Tile: �FLA-T "O ` `t VO oA Slope: Z- Approximate Square Footage: 3 vo ftZ Other Required Te ting Force: 35 lbs. Testing Equipment: F.G.F. 100x him o Instrument Date Installed: l v I I.f Date of Inspection: It 2Q, )s TEST RESULTS P= PASS, F= FAIL TI, TestTest Location r n Area Units gr ft2 No. of Tests �r Qom+ 2 Field p0 2• °j Corners L O Hips & Ridges Z. Z ----------------------t-------------------- ------------------------------------------------------------------------- IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: > ft Area Units gr ft2 No. of Tests Perimeter V. Qom+ 2 Field p0 2• °j Corners L O Hips & Ridges Z. Z RESPECTFULLY SUBMITTED BY: Vinayagar M. Balakrishnan Vs - State of Florida Lic # 63107 eta � Miami Shores Village j .� .� Building Department 'A 2015 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 1' Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949 FBC 20 �® BUILDING Master Permit Noay %Ci— PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC OOFING ❑ REVISION ❑ EXTENSION E] RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS D CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: (Y7 NW City: , Miami Shores County: Miami Dade Zip: 3 i 1 -c-7L Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): � '1 G�< �t'Vl.( �� r.l Lj _Phone#:��� -��L 37 Address: I �i N V City: f tL )' /i S ILCirf �t Stater Zip: I `x Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: �s �3Li-S�3�1 Address: City: ��Q3S1L� �'�.a Stater Zip:��\ti Qualifier Name: ��� �J �s� Phone#: State Certification or Registration #: of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 33.SO C� Square/Lineat Footage of Work: 3 10 Com. Type of Work: ❑ Addition El Alteration ❑ New ElRepair/Replace ❑ Demolition Description of Work: ®� Q��� �, ��� k Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Training/Education Fee $ Double Fee $ Bond $ 00 TOTAL FEE NOW DUE ' 9Sk I6 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address Zip City I State Zi Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature WNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this day of �� r-, 20 IS , by 9CKV'iclz Cola: who is personally known to _me or who has producedas identification and who did take an oath. NOTARY PUBLIC: Sign: -k. � Print: Tho. qL*% %% e,- a.ek Seal: ;;' "pZd HANNA FADUL °.° Notary Public - State of Florida « My Comm. Expires Apr 30, 2016 Commission # EE 193985 The foregoing instrument was acknowledged before me this day of , 20 by 13 Q^mwho is personally known to me or who has produced �/� as identification and who did take an oath. NOTARY PUBLIC: Sign: A - Print: Seal- HANNA FADUL Notary Public -State of Florida «� My Comm. Expires Apr 30, 2016 �. 7uun Commission # EE 193985 *�k�k�k�k�kKeNo�k�k�k&�k�kB�k*�k�k APPROVED BY f 2;/ Plans Examiner Structural Review (Revised02/24/2014) Zoning Clerk 0 PROPOSAL SUBMITTED TO: DATE: 12-22-14 Pat Collins PHONE: (954) 651-4449 137 NW 93 St. FAX: Miami Shores, Fl EMAIL: JOB NAME: JOB ADDRESS: Re -roof 137 NW 93 St Miami Shores, Fl JOB NUMBER: 14-0203-37TRVD2 We are pleased to submit a Proposal for the re -roof of the Tile roof system for the property captioned above with specifications as follows: SCOPE OF WORK: PREPARATION OF SUBSTRATE 1. Strip existing roof down to a clean smooth and workable surface. 2. Remove and replace rotten/water damaged sheathing / fascia wood (up to 100 lineal ft.) Additional wood will be charged at $5.751n ft. 3. Remove and dispose work debris. APPLICATION OF TILE ROOF SYSTEM 1. Installation of 30# roll base felt, mechanically fastened with ring shank nails and tin caps. 2. Application of 90# cap felt "hot mopped" over 30# base felt. 3. All Galvalume flashing will be installed in accordance with Dade County and Manufacturers specifications and will be done during the appropriate stage of the roof assembly. 4. Installation of file with Polyfoam installation as per Manufacturers and Dade County specifications. 5. Premises to be left completely clean of roof debris. P.O. BOX 973135, Mlaml, Florida 33197-3135 TEL: (305) 234-5234 FAX: (305) 234-5753 wwwActo sroofing,com L SUBMITTED TO: Pat Collins 12-22-14 Page 2 of 3 RE: Job No. 14-0203-37TRVD2 GUARANTEE: All work and materials will be guaranteed for a period of Seven () years from date of completion against poor workmanship and/or faulty materials by Isaacs Roofing ( Isaacs Roofing reserves the right to discontinue this warranty due to any work performed on the roof by other tradesmen and/or parties other than those employed by Isaacs Roofing during the warranted time. This guarantee is non -transferable. This guarantee does not cover natural disasters such as but not limited to: tornadoes, windstorm, tidal waves, hail storm, fire and/or other casualty losses. NOTE: Isaacs will exercise reasonable care when performing the work, but cannot be held responsible in any manner for damage to sidewalks; driveways, shrubbery, screening, septic tanks, pipes, cables, any types of wiring above or below the ground, nor be responsible for any ceiling damage during the process of the roofing work. We will not be held responsible for water damage to the exterior and/or interior of the premises unless negligent. CUSTOMER IS URGED TO COVER FURNITURE AND OTHERWISE PROTECT THEIR PROPERTY. All special inspections; bonds, permits, procedures, etc. which are not considered standard roofing practices as determined by the Roofing Contractor, shall be the sole responsibility of the owner. P.O. BOX 973)35. Miami, Florida 33197-3135 TEL: (305) 234-5234 FAX: (305) 234-5753 W W W.isaacsroofij jgx0m SUBMITTED TO: Pat Collins 12-22-14 Page 3 of 3 RE: Job No. 14-0203-37rRVD2 We hereby propose to furnish labor and materials, complete in accordance with the above specifications for the sum of Tile Roof Thirty Three Thousand Five Hundred...............................$33,500.00 With payments made as follows: 1/3 Deposit, 1/3 Upon first inspection, 1/3 Upon completion. All payments are due upon presentation of invoice. A penalty of 11/2% per month shall be added to all sums not timely paid. In the event suit is commenced customer shall be liable for reasonable attorneys fees, court costs and other costs reasonably necessary to collect the outstanding debts, including but not limited to filing of any mechanics lien. ISAACS ROOFING AND INSULATION CORP. Alain Gonzal E ean, Oalsaacs CPI Alam (i�az By' : �18.01.� 07:08:1s-osoa Alain Gonzalez, VP ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are hereby accepted. You are authorized to do the work as specified. Payments will be made as outlined above. Bar Authorized Signature Acceptance Date: D7 T-1y•/y A&ProposaISM/Collins, PatRVD2 P.O. BOX 973135, Miami, Florida 33197-3135 TEL: (305) 234-5234 FAX: (305) 234-5753 www.isclocsroofing.com Return to: CHRISTOPHER P. KELLEY, P.A. 11098 $isCayne !Boulevard, Suite 205 Miami, FL 33161 instrument Prepared By: CHRISTOPHER P. KELLEY, Esquire 11098 Biscayne Boulevard, Suite 205 Miami, FL 33161 Folio No. 11-3101-033-0860 WARRANTY DEED 1011111111111111111 H11111111 HIM1111 CFN 2014RO 1322.6 OR Bk 8 FOS RECORDED07122/2014 14 3a9s) 4d+3g DE,-.D DOG 7AX 2.340.03 HMV£Y RUVIN, CLERK OF COURT 111ANI-DADS COMY, FLORIDA THUS INDENTURE, Made this ..t.K day of , 2011, Between, MICHAEL SARRON, a married man, and PETER J. SARRON, JR., a single man, as GRANTORS. and PATRICK C. COLLINS NW 91S � �E F. COLLINS, nd and 33150, wife, whose post office address GRANTEES, WITNESSETH, That said GRANTORS, for and in consideration of the sum of Ten and No/100 ($10.00) Dollars, and other good and valuable considerations to said GRANTORS in hand paid by said GRANTEES, the receipt whereof is hereby acknowledged, have granted, bargained and sold to the said GRANTEES, and GRANTEES' heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida to -wit: Lots 19 and 20, Block 133, of MIAMI SHORES SECTION NO. 6. according to the Plat thereof, as recorded in Plat Book 1 o, at Page 39, of the Public Records of Miami -Dade County, Florida. SUBJECT TO: Applicable zoning andlor restrictions and prohibitions imposed by governmental authority; Conditions, Restrictions limitations, reservations, easements, and other matters appearing on records, if any; Utility easements of record, taxes for the year 2014 and subsequent years. and said GRANTORS do hereby fully warrant the title to said land, and will defend the same against the lawful claims of all persons whomsoever. THE ABOVE PROPERTY DOES NOT CONSTITUTE THE HOMESTEAD OF GRANTOR, MICHAEL SARRON, NOR HIS IMMEDIATE FAMILY, NOR iS IT CONTIGUOUS THERETO. THE ADDRESS OF THE SAID GRANTOR IS SET OUT BELOW, UNDER HIS SIGNATURE. IN WITNESS WHEREOF, GRANTORS have hereunto set their hands and seals the day and year first above written. 2 Book292381Page3738 CIFN#20140513216 Page 1 of 3 dzv:z0 b 1, 1,0100 Z•d ©R e- K 292a113' F'G 37.40 L -AST PAGE MIAMI. SHORES VILLAGE Building Department 10050 NE 2 Ave, Miami Shores FI, 33136 Tel: 305-795-2204- Fax: 305-756-8972 Permit No. REOC-7-14-1481 Certificate of Re -Occupancy Address: 137 MV 93 Street City: Miami Shores Village State: Florida Zip-, 33138 This certificate verifies that the reference property has been inspected by Miami Shores Village and has been determined to presently comply with schedule of regulations of Miami Shores Land and Development Code pertaining solely to the requirement that each one -family dwelling is used and intended to be used for a one -family dwelling Purpose only; however, this certificate does not constitute any representation or warranty as to the condition of the dwelling or other structures on the premises described herein, or any aspect of such condition, and interested persons are advised and encouraged to make their own inspections of the premises in order to determine the condition thereof. Building Approval. AfI Book29238/Page3740 CFN#20140513216 Page 3 of 3 d � dZtr-ZO b 1. L0100 ection'A Contractor's Name: [Isaacs Roofing Job Address: 37 NW 93 St. ❑ Low Slope Iding Department Electronic Application Zone Roofing Permit Application Form Roof Category ❑ Mechanically Fastened Tile 2 Mortar/Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Sprayed Polyurethane Foam ❑ Other. Roof Type ❑ New Roof ❑✓ Re -Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes ❑ No If yes, what type? ❑ Natural ❑ LPGX Roof System Information Low slope roof area (ft.2) _ Steep Sloped area (ft.2) 3700 Total (ft.2) 3700 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' x a'): Cl) > D C W Uj N O D -0 � a � � z o M O m 9 ®< 30C.o o r z ro 3 n m m �7 i G CD p 1 D 70' I W�S'Y-t-- MIAM Miami -Dade County Building & Neighborhood Compliance Department HVHZ Electronic Roof Permit Form Section D Tile Roof System "Delivering Excellence Every Day' Roof System Manufacturer[Eaq:_I Notice of Acceptance Number (NOA): 112-0430.04 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P1: P2: 68.1 P3: 100.7 1 1 Maximum Design Wind Pressures, (From the NOA Specific system): 131.3 psf........_-, - A Fill in the specific roof assembly components. N a component is not required, insert not applicable (n1a) in the text box. Roof Slope: 712" Roof Mean Height ft. Method of Tile Attachment: —Adhesive, Medium Paddy Polyfoarn PolPfr?77_ Alternate Method of Tile Attachment per NOA: I Na Drip Edge Size & Gauge: P -i" face 24 ga.— — Drip Edge Material Type:Galvinized Metalj Deck Type: [7 T&G— Optional Insulation: Na Optional Nailable Substrate: [Iya I Optional Nailable Substrate Attachment: Na Basesheet Type: 130# Fastener Type for Basesheet Attachment: 1 1 ff4R:�ing shank nail & Tin caps Tile Underlayment (Cap Sheet) Type: TU Plus Tile Underlayment Attachment Method: Self adhered Drip Edge Fastener Type: I'l -114" Ring shank nail Tile Profile: Flat . . ... ... . . ..... Hook Strip/Cleat gauge or weight: I —n/a- MIAM Miami -Dade County Building & Neighborhood Compliance Department ®' HVHZ Electronic Roof Permit Form "Defvering Excellence Every Days' 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 X.278 = 10.87 - Mg: 7.59 = Mr1: 3.28 5 40.4 NOA Mf P 2: 68.1 X X.278 = 18.93 - Mg: 7.59 = Mr2: 11 34 5 40.4 NOA Mf P 3: 100.7 X .278 = 27.99 j - Mg: 7.59 = Mr3: 20 41 5 40.4 NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127" 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 %rea of the roof, then the file attachment method is acceptable. P1: ..... X • = X w: - W: A = X cos 9: ....... = Fr1 5 .._ NOA F P2: _... X I:... _ ... _ _ .. X w: _ _ - W. oduct Approval (NOA) = X cos A: = Fr2: 5 _ NOA F Required Moment Resistance Mr Calcu ed Minimum Attachment Resistance F' Product Approval A) _W. Fr Calculated = X cos A: ..... = Fr3: <_ _ _ .. NOA F re to Obtain Information to complete the calculations Mean Roof Height H Job Site Roof Slope A Job Site Aerodynamic Multiplier Product Approval (NOA) Restoring Moment due to Gravity Mg oduct Approval (NOA) Attachment Resistance Mf Produ pproval (NOA) Required Moment Resistance Mr Calcu ed Minimum Attachment Resistance F' Product Approval A) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval (NOA) I = length Tile Dimensions w =width Product Approval (NOA) Owner's Notification Form HVHZ 2010 tHeaM -Delivering Excellence Every Day" SECTION 1524 HIGH VELOCITY HURRICANE ZONES— REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it 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 Code, 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. L42_. Aesthetics -workmanship: The workmanship provisions of Chapter 15 (Hi �VelocitHurricane Zone) are for 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 Florida Building Code. (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. . 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. . 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. Eq. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up 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 r uirements of Chapter 15 and 16 herein and the Florida Building Code, Plumbing. entilation: 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. Exception: Attic spaces, designed by a Florida -licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. Owner's/A enfs Signature: Date: Contractor's Signature: Property Address: Permit Number: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 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/sera Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 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 PERA - 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. PERA 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: $el Aif;Bel Air inn» Eagle; Ponderosa, Fe�-sa-Double Eagle, GoldenlEagle �l ow Profile -Concrete Tiles 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 revises NOA# 11-0321.02 and consists of pages 1 through 10. The submitted documentation was reviewed by Alex Tigera. 'tli PIF2 • ►4K• �: RWEV V, NOA No :12-0430.114 7L Expiration Date:J0/05116 Approval Date: 68/02/12 Page 1 of 10 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of 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 section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Test Product Applicant Dimensions Specifications Description Bel Air Concrete Tile L = 17" TAS 112 Flat profile concrete roof tile equipped with two W= 12 '/a" nail holes. For adhesive set, direct deck or Thickness = %2" battened nail -on applications. Bel Air Double Eagle L = 17' TAS 112 Flat profile concrete roof tile equipped with two Concrete Tile W = 12'/a" nail holes. For adhesive set, direct deck or Thickness ='/2" battened nail -on applications. Ponderosa Concrete Tile L = 17" TAS 112 Flat profile concrete roof tile with slate finish W= 12'/a" equipped with two nail holes. For adhesive set, Thickness ='/2" direct deck or battened nail -on applications. Ponderosa Double Eagle L = 17' TAS 112 Flat profile concrete roof tile with shake finish Concrete Tile W= 12'/a" equipped with two nail holes. For adhesive set, Thickness = %2" direct deck or battened nail -on applications. Golden Eagle Concrete L = 17' TAS 112 Flat profile concrete roof tile brushed finish Tile W= 12 '/a" equipped with two nail holes. For adhesive set, Thickness = %2" direct deck or battened nail -on applications. Trim Pieces 1= varies TAS 112 Accessory trim, clay roof pieces for use at hips, w = varies rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. T NOA No.: 12-0430.04 M!' °AoE c�av� Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 2 of 10 2.1 EVIDENCE SUBMITTED: Test Men cy Test Identifier PRI Asphalt Technologies ERPF -001-02-01 Redland Technologies 7161-03 Appendix III Redland Technologies 7161-03 Appendix III Redland Technologies 7161-03 Appendix II Redland Technologies P0402 Redland Technologies Redland Technologies 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. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Letter Dated Aug. 1, 1994 P09647-01 94-084 25-7094-(2, 5, & 8) 25-7183-(5 thru 6) 25-7214-(1, 5, & 8) 25-7487-2 25-7496-(1 & 4) 25-7804-6 520109-1 520111-4 520191-1 Calculations Calculations Test Name/Reuort TAS 112 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier Restoring Moments Due to Gravity Date Aug. 2006 Dec. 1991 Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 Aug. 1994 May 1994 Oct. 1994 Feb. 1995 March, 1995 Dec. 1995 Dec. 1995 Sep. 1996 Dec. 1998 March 1999 Sep. 2006 Sep. 2006 " NOA No.: 12-0430.04 rv�A ®s� cau�or Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 3 of 10 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Concrete Roof Tiles 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) Bel Air, Bel Air Double Eagle, 11.4 1.42 1.03 Ponderosa, Golden Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Table 2: Aerodynamic Multipliers - A (ft) Tile Profile A (ft) A (ft) Batten Application Direct Deck A pHoktion Bel Air, Bel Air Double Eagle, 0.301 0.278j ,J Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile NOA No.: 12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 4 of 10 Table 3: Restoring Moments due to Gravity - MQ (ft-lbf) Tile 3":12" 4":12" 6":12" 6":12" Greater than Profile 30.9 38.1 17.2 Air Double Eagle, Ponderosa, Golden 7":12" Bel Air, Bel Air Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Double Eagle, 2 #8 Screw Deck 51.7 I Deck 1-10d Smooth or Screw Shank Nail Field Clip) Deck 24.3 Deck Tile Deck Ponderosa, 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Golden Eagle, 2-10d Ring Shank Nails7 50.3 65.5 48.3 1. Installation with a 4" tile headlap and fasterners are located a min. of 2%2" from head of tile. Ponderosa Double Eagle Flat Tile 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 Bel Air, Bel 2-10d Ring Shank Nails 30.9 38.1 17.2 Air Double Eagle, Ponderosa, Golden 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 Eagle, Ponderosa Double Eagle Flat 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail Field Clip) 24.3 24.3 24.2 Tile 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 2-10d Ring Shank Nails7 50.3 65.5 48.3 1. Installation with a 4" tile headlap and fasterners are located a min. of 2%2" from head of tile. tl NOA No.:12-0430.04 is ashwb' ] aoe couNr,r Expiration Date: 10/05/16 ' Approval Date: 08/02/12 Page 5 of 10 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Application Resistance Bel Air, Bel Air Double Eagle, Adhesive 31.3 Ponderosa, Golden Eagle, Ponderosa 3M 2 -Component Foam Roof Tile Adhesive AH -160 40.4 Double Eagle Flat Tile Ponderosa Double Eagle Flat 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3M TM 2 -Component Foam Roof Tile Adhesive AH -160 Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mortar Set Systems for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Application Resistance Resistance Bel Air, Bel Air Double Eagle, 3M 2 -Component Foam Roof Tile Adhesive AH -160 118.9 3M 2 -Component Foam Roof Tile Adhesive AH -160 40.4 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 3 Large paddy placement of 45 grams of Pol ProTm. 4 Medium paddy placement of 24 grams of Pol ProT'". Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Mortar Set 43.9 Eagle, Ponderosa Double Eagle Flat Tile 5 Tile-Tite Roof Tile Mortar. �o E.Ad� couWrt, NOA No.:12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 6 of 10 5. LABELING: All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved". Nook EAG�' FLORIDA BEL AIR, BEL AIR DOUBLE EAGLE, PONDEROSA, GOLDEN EAGLE, PONDEROSA DOUBLE EAGLE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 this Notice of Acceptance. 6.1.2 Any other documents required by Building Oficial or Applicable building code in order to properly evaluate the installation of this system. NOA No.: 12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 7 of 10 PROFILE DRAWING BEL AIR BEL AIR DOUBLE EAGLE NOA No.: 12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 8 of 10 PONDEROSA PONDEROSA DOUBLE EAGLE IUAMWADE C arr NOA No.: 12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 9 of 10 GOLDEN EAGLE END OF THIS ACCEPTANCE ate. MIAMI-DADECOUNTV MI NOA No.: 12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 10 of 10 Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 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: Polyglass Polystick Underlaymen 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 revises NOA #11-1229.01 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0713.2 Expiration Date/13/16 Approval Date. 2tt4tY3 Page I of 8 MIAM k3 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 Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 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: Polyglass Polystick Underlaymen 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 revises NOA #11-1229.01 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0713.2 Expiration Date/13/16 Approval Date. 2tt4tY3 Page I of 8 ROOFING COMPONENT APPROVAL Category Roofing Sub -Category: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: =7k NOA No.: 12-0713.02 it��o� Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 2 of 8 Test Product Product Dimensions Specification Description Polystick MTS Roll: TAS 103 A homogeneous, rubberized asphalt underlayment 6518" x 3133/8" waterproofing membrane, glass fiber reinforced Manufacturing Location 60 mils thick with polyolefinic film on the upper surface for #2 use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polystick IR -Xe Roll: TAS 103 and A fine granular/sand top surface self -adhering, underlayment 65' x 3'33/$" ASTM D 1970 APP polymer modified, fiberglass reinforced, Manufacturing Location Or 65' x 3' bituminous sheet material for use as an #1 & #2 60 mils thick underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. Polystick TU Roll: TAS 103 and A heavy granuled surface self adhering, APP underlayment 32'10" x 3'33/$" ASTM D 1970 polymer modified, fiberglass or polyester Manufacturing Location 100 mils thick reinforced, bituminous sheet material for use as #1 & #2 an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. Polystick TU Plus Roll: TAS 103 and A rubberized asphalt self -adhering, glass- underlayment 65' x 3'33/$" ASTM D 1970 fiber/polyester reinforced waterproofing (Surface Printing) 80 mils thick membrane. Designed as a metal roofing and roof Manufacturing Location tile underlayment. #1 Polystick TU P Roll: TAS 103 and A rubberized asphalt waterproofing membrane, underlayment 32'10" x 3133/$" ASTM D 1970 glass-fiber/polyester reinforced, with a granular Manufacturing Location 130 mils thick surface designed for use as a tile roof #2 underlayment. Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass - Manufacturing Location 61'X 3933/$" ASTM D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. Polystick Dual Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass - Manufacturing Location 61' x 3'33/8" ASTM D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. =7k NOA No.: 12-0713.02 it��o� Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 2 of 8 PRODUCTS DESCRIPTION: NOA No.: 12-0713.02 MIAM16Z COMP 1Tl s . - Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 3 of 8 Test Product Product Dimensions Specification Description Polystick TU Max Roll: TAS 103 and A rubberized asphalt self -adhering, polyester Manufacturing Location 65'8"x3'3-3/8" ASTM D 1970 reinforced waterproofmg membrane. Designed #2 60 mils thick as a a roof tile underlayment. MANUFACTURING PLANTS: 1.Hazelton, PA 2.Winter Haven, FL EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Exterior Research & Design, LLC 11756.04.01-1 TAS 103 04/27/01 11756.08.01-1 ASTM D 1970 08/14/01 02202.08.05 TAS 103 08/29/05 Trinity I ERD P5110.08.07 TAS 103 08/29/07 P10870.09.08 -R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798 & G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798 & G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798 & D1970 10/19/11 P40390.08.12-1 TAS 103 & TAS 110 08/06/12 P40390.08.12-2 ASTM D 1623 08/07/12 P40390.10.12 ASTM D 1970 10/03/12 PRI Asphalt Technologies PRI01111 ASTM D 4977 04/08/02 PUSA-005-02-01 ASTM D 4977 01/31/02 PUSA-018-02-01 ASTM D 2523 07/14/03 PUSA-035-02-01 TAS 103 09/29/06 PUSA-033-02-01 ASTM D 1970 01/12/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-083-02-01 TAS 103 06/30/08 PUSA-089-02-01 TAS 103/ASTM D4798 & G155 07/06/09 Momentum Technologies, Inc. JX201-17A TAS 103/ASTM D4798 & G155 04/01/08 RX14E8A TAS 103/ASTM D4798 & G155 11/09/09 DX2313813 TAS 103/ASTM D4798 & G155 02/18/10 DX23D8A TAS 103/ASTM D4798 & G155 02/18/10 NOA No.: 12-0713.02 MIAM16Z COMP 1Tl s . - Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Base Sheet: One or more plies of ASTM D 226 Type 11 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 membranes self -adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels, and sweep the deck thoroughly to remove 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-Y2" 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. NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 4 of 8 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS, TU Plus, Tile Pro and Dual Pro may be used in asphaltic.shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick IR -Xe, TU, and TU P may be used in all the previous assemblies listed except metal roofing. Polystick TU Max may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polyglass Polystick membranes 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) MTS IR -Xe TU TU Plus TU P Tile Pro Dual Pro TU Max Winter Haven, FL. 180 180 180 180 180 180 180 90 Hazelton, PA. N/A 30 30 180 N/A N/A N/A N/A 7. 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. 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, TU Plus, Tile Pro and TU Max may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR -Xe, and Dual Pro are limited to mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens roof tile applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Polystick IR -Xe Polystick TU Polystick TU Plus, TU P, Tile Max Pro Flat Tile Prohibited without 5:12 No limitation No limitation battens Profiled Tile Prohibited without Prohibited No limitation No limitation battens The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for both loading and installation of tiles at all times. NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 5 of 8 GENERAL LIMITATIONS: (CONTINUED) 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. 0 CL 0 Uj N r m 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS, IR -Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR -Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR -Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro 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. LABELING: 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. MIAMI•DADE COUNTY oI BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Oficial or applicable building code in order to properly evaluate the installation of this materials. MuaMaDADE co NOA No.: 12-0713.02 Cry Pi�'�G�II!� • e I Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 6 of 8 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 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 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 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, 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 tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter -battens; as required by the tile manufacturers NOA's, must be used -on all projects for pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6'/4"/12", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way 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 and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 7 of 8 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NBCA). 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.: 12-0713.02 ' t�hdl dJ Yet t Utm ® Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 8 of 3 MIAMI•DADE'' 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) www.miamidade.eov/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. _ Foam RdofTileAdhesive `�i� ESCRIPTION:'31OIT�i2=�ompb�enl 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 3Mrm 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 3MI'm 2 -Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH - 160 Foam Dispenser RTF1000 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: Prove 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 Murtw�E c WNW Expiration Date: 05/10/17 •••• o p Approval Date: 12/12/13 Page 2 of 11 EVIDENCE SUBMITTED: Test AEencv Test Identifier Test Name/Revort Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 ASTM E 84 01/16/95 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. 3W 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 3W 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. MvuHwE►aecout�nv NOA No.: 13-0502.02 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 RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes 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 Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course - Flat, Low, High Profiles All Eave Course 17-23 sq. inches 45-65 Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 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) I Two Piece j 65-70 sq. inches 34 grams under pan LABELING: All 3W 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 Oficial or applicable building code in order to properly evaluate the installation of this system. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 Pian through plastic cement (when required) 10 in. x\ 2 in.wide [Battens optional Paddy (Beneath Tile) Eave Cknure I Fascia Mail through plastic (when required Paddy (Beneath Tile) IUnderlayment e 101n.xa 2 in.wide Battens a optional < Eave Course Fascia Weephole 10 in2ht. Eave closure Drip edge )(AMI-DA®E C'i:pJ�( Y. •q i 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 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. 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 tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) —23(148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 Mai( through plastic cement (when required) Paddy (Beneath rite) Underlayment 2 in. Battens optional Y loin. tin. leave Closure Eave Course Fascia F1atlLow Profile Tile 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 cm) - 12 (77.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 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 cm2) 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 Pled through plastic ce (When required) Paddy (Beneath Tile) Underlayment , 7 in. 2 in. eattens optional w ` " Eave Course Fascia Weephole 10 he 21n. Eave closure Drip edge g c*194MI-DADE COUP a High Profile / Single Pan Tile 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 17" (109.7 cmZ) - 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 RE ADHESIVE PLACEMENT DETAIL # 3 FlafflAWPreffleTila NaUthFoughplaAcauma SiVepaddyundutfle twhenFeWrrec4 ibet+ a Ravens fM&FtftJ pdv °' 01 -' " X4h% 224b��. Paan 2. EamCkwire 1SC 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x V (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 cm) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x4" (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) Hl#h Pmft 7119 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x3/4" (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 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Race enough adhesive to achieve 65 to 70 sq.1n. Steep pitch applications In contact with the pan Nle. (when required) 2) Tum covers upside down. Place adhesive in to 1 in.from outside edge of covertile. Then install the Nle. Ensure 20 to 25 sq. in contact area, e IUnderlayment i Eave closure (motarshown) Fascia point -up Mortar on longitudinal edges of Nle 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 cm2) — 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 cm'-) - 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 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, FI 33138 II Re: Owner's Name: (1--- C41 i A? ' Property Address: N W 11, �'-� L ! h11(���d Ali C C' 3 Roofing Permit Number: Dear Building Official: I 1 < (ebl( i vb� certify that I am not required to retrofit the roof to wall connections of my building because: ❑ The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 19 eM of a South Florida Building Code (1994 SFBC) Signature Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Swom to and subscribed before me this day of HANNA FADUL Notary Public - State of Florida Notary Public, Sate of Florida at Large ` ' Commission # EE 193985 • When the just valuation of the structure for purpose of ad valoterntbx9 n t t e 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. Revised on 5/21/2009 RE: Permit # Miami Shores Village Building Department INSPECTION AFFIDAVIT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: I licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) License M FS 468 Building Inspector On or about , I did personally inspect the roof deck nailing work at (Date & time) (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual .(Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this yi HANNA FADUL Notary Public - State of Florida Notary Public, Sate of Florida at Large My Comm. Ex ices A r 30 2016 2 Commission # EE 193985 *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Date: I II Re: Owner's Name: �f c IL 0 a 'I �' Property Address: (QVd'J q �V4 S 11A rrS I Roofing Permit Number: Dear Building Official: IQM t a 4 S certify that I have improved the roof to wall connections of the referenced property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Residential Structures as ad tied by the Florida Building Commission by Rule 9B-3.047 F.A.C. / ; Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Swom to and subscribed before me this `A day of 20_ Notary Public, Sate of Florida at Lar e HANNA FADUL ` Notary Public State of Florida M Comm. Expires Apr 30. 2016 yCommissi n # EE193985....... ` FINAL COMPLIANCE Revised on 5/21/2009 SECTION R4402.14 HIGH VELOCITY HURRICANE ZONES — UNIFORM PERMIT APPLICATION Florida Building Code Edition 2010 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: I. Fire Directory Llsting Page 2. From Notice Of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Section R4403, or If Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application , 6. Owners Notification for Roofing Considerations (Re -Roofing Only) 7._1 Any Required Roof Testing Calculation Documentation Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Master Permit No. Contractor's Name Job Address ❑ Low Slope ❑ Asphaltic Shingles ❑ New Roof Section A (General Information) Process No. ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ Reroofing ❑ Recovering ❑ Repair ROOF SYSTEM INFORMATION ❑ Maintenance 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 overflow drains. Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill In Specific Roof Assembly Components and Identify Manufacturer (If a component Is not used, identify as "NA"} System Manufacturer: NOA No.: Design Wind Pressures, From RAS 128 or Calculations: Pmaxi: Pmax2: Pmax3: Max. Design Pressure, From the Speck NOA System: Deck: Type: Fastener Spacing for Anchor/Base Sheet Attachment Field: " oc @ Lap, # Rows -@ " oc Perimeter: " oc @ Lap, # Rows @ " oc Comer: " oc @ Lap, # Rows -@ " oc Number of Fasteners Per Insulation Board Field: Perimeter Comer Illustrate Components Noted and Gaugerrhickness: Details as Applicable: Woodblocking, Gutter, Edge Termination, Slope: Stripping, Flashing, Continuous Cleat, Cant Anchor/Base Sheet&No. ofPiy(s): Strip, Base Flashing, Counter- Flashing, Coping, Etc. Anchor/Base Sheet Fastener/Bonding Material: Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Insulation Base Layer: Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer: Top insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener/Bonding Material: Ply Sheet(s) & No. of Ply(s): Ply Sheet Fastener/Bonding Material: Top Ply: Top Ply Fastener/Bonding Material: Surfacing: Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form SectionD (Steep Sloped Roof System) Roof System Manufacturer: Product Approval Plumber: Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1 • P2• P3: Maximum Design Pressure Product Approval Specific System: Method of Tile Attachment: Steep Sloped System Description Deck Type: Roof Slope: Type Underlayment: :12 Insulation Fire l3arrier: Ridge Ventilation? Mean Roof Height: Type & Spacing: hesive Type: Type Cap Sheet: Roof Covering: Type & Size Drips Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based the systems, choose either Method 1 or 2. Compare the values for Mrwiththe values from Mt. if the M, values are greater than or equal to the M, values, for each area of the roof, then the the attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P,: x1 =_, -Mg: oMr, Product Approval M, (P2: x = � - Mg: = M,z Product Approval Mt (P3: x =_- Mg: = M,, Product Approval Mr Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mt *Must be used In conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based the systems use Method 3. Compare the values for F' with the values for F, if the P values are greater than or equal to the F, values, for each area of the roof, then the tie attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P,: x 1: = x w:= )-W: x cos & - = F,, Product Approval F (P2: x 1: = x w:= ) - W: x cos 0. - = Ff2 Product Approval F' (123: x 1: x w:= _ ) - W: x We 0: - = Ft3 Product Approval F M Requlred Moment Resistance" Symbol Where to find Mean Roof Height -4- Roof Slope 15' 20' 25' 30' 40- 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 1 30.5 32.4 7:12 1 24.4 25.9 27.1 1 28.2 30.0 *Must be used In conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based the systems use Method 3. Compare the values for F' with the values for F, if the P values are greater than or equal to the F, values, for each area of the roof, then the tie attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P,: x 1: = x w:= )-W: x cos & - = F,, Product Approval F (P2: x 1: = x w:= ) - W: x cos 0. - = Ff2 Product Approval F' (123: x 1: x w:= _ ) - W: x We 0: - = Ft3 Product Approval F Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 8 Job Site Aerodynamic Multiplier A Product Approval Restoring Moment due to Gravity MO Product Approval Attachment Resistance IN, Product Approval Required Moment Resistance M, Calculated Minimum Attachment Resistance P Product Approval Required Uplift Resistance F, i Calculated Average Tile Weight w Product Approval Tile Dimensions I alb Product Approval All calculations must be submitted to the Building Offidal at the time of permit application. 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 for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (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 to be performed. 4. Exposed Ceiling: 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 penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 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. 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. 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of 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 venting which can result in extending the service life of the roof. Owner/Agents Signature Date Contractor Signature Date Revised on 7/9/2009 LD