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RF-17-2137ES- C4 - Project Address 165 NW 96 Street Miami Shores, FL 33138-0000 Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit Issue Date: 8/24/2017 Permit NO. RF -8-17-2137 Permit Type: Roof Work Classification: Tile Permit Status: APPROVED Expiration: 02/20/2018 Parcel Number 1131010250130 Block: Lot: Applicant PROVIDENT FUNDING ASSOCIA Owner Information Address Phone Cell PROVIDENT FUNDING ASSOCIATES L P165 NW 96 Street MIAMI SHORES FL 33150- 165 NW 96 Street MIAMI SHORES FL 33150- Contractor(s) MIAMI ROOFING SYSTEMS, INC Phone (305)754-5554 Cell Phone Type of Work: Re Roof Additional Info: TEAR OFF EXISTING ROOF DOWN TO A WO Classification: Residential Scanning: 3 Fees Due Bond Type - Contractors Bond CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $500.00 $7.20 $4.13 $4.13 $2.40 $275.00 $9.00 $9.60 $811.46 Pay Date Pay Type Invoice # RF -8-17-64973 08/24/2017 Credit Card 08/24/2017 Credit Card Bond #: 3498 Amt Paid Amt Due $ 761.46 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet 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 rpsponsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOOROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the fore oing Ku/rate and that all work will be done in compliance with all applicable laws regulating construction and zo •'r.. Kithermore, I au • . ize bou.�- ractor to do the work stated. August 24, 2017 Aut or' -d Signature: Owner / Appli1'S!Contractor / Agent !3e Building Department Cop Date August 24, 2017 1 IVliami Shores VUlage Building Department RE: Permit # -� - f 1- of pd-) INSPECTION AFFIDAVIT Toned 05.edg' (Print name and circle License Type) License #: a C /3 3Q / On or about /3I / (Date $ ti work at / (9 5 I) qfj 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tet: (305) 795.2204 Fax: (305) 756.8972 DATE: g 1 I r 7 ‘CIas a (n) Contractor ngineer / Architect, FS 468 Building inspector , I did personally inspect the roof deck nailing Al <4l&&5, Pi 33/3 k (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 sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this _ /_ _ slax MA IA iiir Notary Public, Sate of Florida at LN "y ry P lice✓ ida y''mm. npuos J� `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 paulcnrl nn IVIAMIAIAMIMMO BUILDING PERMIT APPLICATION ['BUILDING El ELECTRIC Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ROOFING ❑PLUMBING ❑ MECHANICAL El PUBLIC WORKS JOB ADDRESS: 1(Q 5 NIA) 9(0 Master Permit No. Sub Permit No. ❑ REVISION RECEIVED AUG 2 4 2017 FBC 201(4 fa -r -213" ❑ CHANGE OF CONTRACTOR Ei EXTENSION ❑ RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores County: Folio/Parcel#: 11- 31 01 o2r- 013a Occupancy Type: Load: OWNER: Name (Fee Simple Titleholder): Address: 1(g 5 (Ow CAO city: C llum'i c'Or! Miami Dade Zip: Is the Building Historically Designated: Yes NO Construction Type: p1 (bV1 Ckni Flood Zone: BFE: FFE: 4 -5 -064 -1 -es Phone#: State: fl zip: a<-5/50 Tenant/Lessee Name: Phone#: 6 So - b SZ- l Sco Email: CONTRACTOR: Company ��Company Name: Address: (.4/(4 N..)61-) q City: mI Ckm•I n- f,, , I Qualifier Name: ,,CiflCQ 1 o`t1G �`�C.� 1 330 g 11 q6b-CO) Lz►b,170 G phone#: C`& 5c1-5551. State: Fl State Certification or Registration #: DESIGNER: Architect/Engineer: Phone#: Address: Phone#: Zip: Certificate of Competency #: Value of Work for this Permit: $ /1 U 50. (° City: State: Zip: Square/Linear Footage of Work: ), 5 5 Type of Work: ❑ Addition El Alteration (�❑ New ElRepair/Replace E:1 Demolition Description of Work: j PLi ✓ 04 �k i J; it 4 cl. 1 rl -to o p KK -CI bk -tU Ep LaDC1 i n it 'p ?gyA S->• '.-1 Ines -1411 rr 14 4+1, ) n S4c (I �j r it 1Q ,i n 346 / Specify color of color thru tile: 5-Ou-) M Submittal Fee $ Permit Fee $ 5 S2ahning Fee $ Technology Fee $ Structural Reviews $ CCF $ CO/CC $ Radon Fee $ DBPR $ Notary $ Training/Education Fee $ Double Fee $ Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE $ 21 (../6 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE _FOR .IMPRQVEMENTS 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. Signatures /c3 OWNER or AGENT The foregoing instrument was acknowledged before me this 2\ day of r E t {i 'ro , who is personally known to ,20-11_, by me or who has produced 1>. Y1v ' L_ 'i'Z as identification and who did take an oath. NOTARY PUBLIC: Sign tt Print: Seal: ******************************* APPROVED BY (Revised02/24/2014) ** The fore oing da instrument was acknowledged before me this c7�-ed G y of ,20 1) ,by , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ili IMO., !Mr nearaPiall 14, t, ►��4.1 Commission # G �� ; My Comm Expires ***************************************************************** Plans Examiner Structural Review Zoning Clerk Miami Shores Viitage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: g113Viden 4 r'J�i;(?q 11.-50664--e3 Property Address: lip 5 IU LO qt o up Date: Roofing Permit Number: Dear Building Official: I G Yl Lo S-1— -e)Ye 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. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature Print Name State of FIe d CO —1`'" County of de The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Swom to and subscribed before me this day of f Gust ; J. �►�`' _' +� ILLIPS Commission # 095221 Notary Public, Sate of Fhrrtda at Large � 4"?' Notary Public - California San Mateo County J�/1 „w My Comm. Ex fires Jan 25, 201 • ur When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the buiding 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 Summary Report Property Information Folio: Property Address: Owner Mailing Address 11-3101-025-0130 165 NW 96 ST Miami Shores, FL 33150-1714 I PROVIDENT FUNDING ASSOCIATES L P 851 TRAEGER AVE STE 100 SAN BRUNO, CA 94066 USA PA Primary Zone 10800 SGL FAMILY - 1701-1900 SQ 10101 RESIDENTIAL -SINGLE Primary Land Use FAMILY: 1 UNIT Beds / Baths / Half !2 / 1 / 0 Floors 11 Living Units '1 Actual Area !1,455 Sq.Ft Living Area 11,065 Sq.Ft Adjusted Area 1,285 Sq.Ft Lot Size Year Built 18,625 Sq.Ft 11946 Assessment Information Year Land Value Building Value 2017: 20161 2015 $189,5431 $189,543 $140,036 4 ; $89,436 $89,4361 $89,436 XF Value $2,8901 $2,927 $2,396 Market Value $281,8691 $281,906, $231,868 Assessed Value $274,512 $249,5571 $226870 Benefits Information Benefit Type 2017i 2016i, 2015 Non -Homestead Cap Assessment Reduction $7,357 $32,3491 $4,998 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description RESUB OF BLK 3 OF BONMAR PARK PB 42-60 LOT 13 BLK 3 LOT SIZE 75.000 X 115 OR 18222-3007 0798 1 Generated On : 8/24/2017 Taxable Value Information 20171 2016 2015 County Exemption Value $0 $0 $0 $274,512 $249,557 $226,870 Taxable Value School Board Exemption Value $0 Taxable Value 11,, $281,8691 City $0, $0 $281,9061 $231,868 Exemption Value $01 $0 $0 Taxable Value ' $274,512 $249,557 $226,870 Regional Exemption Value Taxable Value $0 $0 $0 $274,512 $249,557 $226,870 Previous Price OR Book - Sale Page Qualification Description Federal, state or local government 08/03/2017 1 $240,500 30645-2543 agency 01/01/2008 8470,000 26204-3182 Other disqualified 12/01/2007 8360,000 26199-3520 Sales which are qualified 07/01/2003 $245,000; 21423-4143 :sales which are qualified l'he Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/infoidisclaimerasp Version: Corporate Resolution I, Michelle C. Blake, Secretary of Provident Funding Group, Inc., a corporation duly organized and existing under the laws of the State of California, and General Partner of Provident Funding Associates, L.P., do hereby certify that the following is a true and correct copy of a resolution of the Board of Directors of said corporation, adopted at a special meeting held on the 2n° day of May in the year 2012: RESOLVED, that any one of the following: • Stephanie Contreras, Assistant Vice President • Kimberly Doyel, Assistant Vice President • Ernie Brede, Assistant Vice President Rebecca Brede, Assistant Vice President is authorized and directed to cause the Company to take all steps necessary to effect the sale of any real property pursuant to a notice of time and place of a foreclosure sale; to bargain, sell, transfer, assign, set over and deliver the real property; and to sign the name of Provident Funding Associates, L.P., to all deeds, contracts of sale or other instruments necessary to carry out this resolution, all of the acts in the premises undertaken by each of these individuals being ratified as the act and deed of this corporation. FURTHER RESOLVED, that any and all actions taken these individuals in connection with the matters contemplated by this resolution be, and are hereby, approved, ratified and confirmed in alt respects as full as if such actions had been presented to the Board of Directors for its approval prior to such actions being taken. SIA °• , ,,1 State of California I�; Secretary ""°" Restated Certificate of Limited -I LP -10 >� secretaryEoff State State of California MAY 2 8 2015 C6 This Space For Filing Use Only of State Partnership A $30.00 filing fee must accompany this form. IMPORTANT - Read Instructions before completing this form. File Number Entity Name (Enter the exact name of the limited partnership.) 1. Secretary of State File Number 199231700001 2. Name of Limited Partnership Provident Funding Associates, L.P. Entity Name as Amended (If applicable, enter the name of the limited partnership as amended. End the name with the words 'Limited Partnership' or the abbreviation 'LP' or `L,P.') 3. Name of Limited Partnership Entity Addresses 4a. Street Address of Designated Office In CA City State Zip Code 851 Traeger Avenue, Suite 100 San Bruno CA 94066 4b. Mailing Address of Limited Partnership, if different from Item 4a City State Zip Code Agent for Service of Process (If the agent is an Individual, complete both Items 5 and 6. If the agent Is a corporation, complete Item 5 and leave Item 6 blank.) 5. Name of Agent for Service of Process Christopher Austin 6. If an individual, Street Address of Agent for Service of Process in CA City state Zip Code 851 Traeger Avenue, Suite 100 San Bruno CA 94066 General Partner(s) (Enter the current name and address of each general partner and check the box If the name of the general partner has changed. Attach additional pages, If necessary. Note: The name and address of any new general partners and the name of any dissociated general partners may be Included in an attachment to this certificate.) 7a. Name Provident Funding Group, Inc. Address City State Zip Code 851 Traeger Ave., Suite 100 San Bruno CA 94066 from: i♦ The name of this general partner has changed 7b. Name Address City State Zip Code The name of this general partner has changed front Additional Information 6. Additional information set forth on the attached pages, if any, is incorporated herein by this reference and made part of this certificate. Execution (This certificate must bo signed by at least one general partner unless otherwise provided by law. If additional signature space is necessary, the signatures may be made on an attachment to this certificate. Any attachments to this certificate are Incorporated herein by this reference.) 9. By signing this document I affirm under penalty of perjury that the stated facts are true. filedli'a(` Lfiktf , C. Provident Funding Group, Inc. Signature of General Partner Type or Print Name of General Partner Signature of General Partner Type or Print Name of General Partner LP -10 (REV 01/2013) APPROVED BY SECRETARY OF STATE LP -2 Amendment to Certificate of Limited Partnership (LP) To change information of record for your LP, fill out this form, and submit for filing along with: A $30 filing fee, A separate, non-refundable $15 service fee, if you drop off the completed form. Items 3-7: Only fill out the information that is changing. Attach extra pages if you need more space or need to include any other matters. T FILED in the office of the Secretary of S of the State of California JUL 0 5 2012 This Space For Office Use Only For questions about this form, go to www.sos.ca.gov/business/be/filing-tips.htm LP's File No. (issued by CA Secretary of State): 199231700001 3 New LP Name: LP's Exact Name (on file with CA Secretary of State): Provident Funding Associates, L.P. 0 New LP Office Address in California: 851 Traeger Avenue, Suite 100 street address The new LP name: must end with "Limited Partnership," "LP," or "L.P.," and may not contain "bank," "insurance," "trust," "trustee," "incorporated," "inc.," "corporation," or "corp." San Bruno) CA 94066 city (no abbreviations) state zip O New Agent/Address for Service of Process: (The agent must be a CA resident or qualified 1505 corporation in CA.) a. Agent's name: Michelle C. Blake b. Agent's address: 851 Traeger Avenue, Suite 100 San Bruno CA 94066 street address (if agent is not a corporation) city (no abbreviations) state zip © General Partner Changes: a. New general partner: b. Address change: name address city (no abbreviations) state zip name new address city (no abbreviations) state zip c. Name change: Old name: New name: d. Name of dissociated general partner: 0 Dissolved LP: (Either check box a or check box b and complete the information. Note: To terminate the LP, also file a Certificate of Cancellation (Form LP -4/7), available at www.sos.ca.gov/business/be/forms.htm.) a. ❑ The LP is dissolved and wrapping up its affairs. b. ❑ The LP is dissolved and has no general partners. The following person has been appointed to wrap up the affairs of the LP: name address city (no abbreviations) state zip 0 Read and sign below: This form must be signed by (1) at least one general partner; (2) by each person listed in item 6a; and (3) by each person listed in item 6d if that person has not filed a Certificate of Dissociation (Form LP -101). If item 7b is checked, the person listed must sign. If a trust, association, attorney-in-fact, or any other person not listed above is signing, go to www.sos.ca.gov/business/beffiling-tips.htm for more information. If you need more space, attach extra pages that are 1 -sided and on standard letter -sized paper (8 1/2" x 11"). All attachments are part of this amendment. I declare that 1 a t e erson who signed this form and that signing this form is my act. �r Michelle Blake —t7. Mss _ft tA-WCAit- d LC-tt- 3/t 23I Sign ere Print your name here or Pj20,/tt/>1s1 i 1 Date FV►gG3tt31r+ CIVAMP, %hit„ Print your name here Date Sign here Make check/money order payable to: Secretary of State We can give you up to 2 free certified copies of your filed form if you submit up to 2 completed copies of this form (with air attachments). By Mail Secretary of State Business Entities, P.O. Box 944225, Sacramento, CA 94244-2250 Drop -Off Secretary of State 1500 11th St., 3rd Floor, Sacramento, CA 95814 Corporations Code § 15902.02 1P-2 (REV 09/2010) 2010 California Secretary of State www.sos.ca.govTusiness! SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, itis 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 govem 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. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be mailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). .... .•'....' Exposed Ceiling: Exposed, open beam ceilings are where the underside • of tile rgof.decking • can be viewed from below. The owner may wish to maintain the architectural 8rance; Metre, roofing nail penetration of the underside of the decking may not be acceptabll''Tllnrovides the option ®f• maintaining the appearance. •• • • • ••• •• • • ....• .• .. . . .... Overflow scuppers (wall outlets): It is required that rainwater fkwus•of€ so that the roof is overloaded from a buildup of water. Perimeter/edge wall or other roof extension may blgcJ discharge if overflow scuppers (wall outlets) are not provided. It may be necegsary to instalfoverflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. Owner/Agent's Signature Date 2/61 �757 ntractor nat p9 /(p3 ti(R) t.° d" Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; • • • . . t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ROOF ASSEMBUES AND ROOFTOP STRUCTURES 15.36 SECTION 1525 HIGH -VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code Sth Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 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 ••Il Wood Shingles and Shakes A,B,D Al 1,2,4,507 :_ • • Other As Applicable 1,2,3,451,'' • • ATTACHMENTS REQUIRED: . . .... 1. Fire Directory Listing Page• • • • • • 2. From Product Approval: : • Front Page Specific System Description• ••' .. Specific System Limitations General Limitations Applicable Detail Drawings • • • . 3. Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128 4. Other Component of Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation INTERNATIONAL CODE COUNCIL .•• .. . • • •• • . • • .. •... • . . .•. . • • .. �. . • �. . FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Ian 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. R RECEIVED AUG 24 20A M s� ter Permit No. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Sth Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application For Section A (General Information) Process No, Contractor's Name 1 I Ct (a Job Address (p I V 1) qcso u ❑ Low Slope O Asphaltic Shingles O New roof q Repair Low Slope Roof Area (SF) ROOF CATEGORY ❑ Mechanically Fastened Tile I< Mortar/Adhesive Set Tiles ❑ Metal Panel/Shingles 0 Wood Shingles/Shakes O Prescriptive BUR -RAS 150 ROOF TYPE 0 Maintenance Reroofing ❑ ReteltsAlpg ROOF SYSTEM INFORMATION • .'. "" • • Steep Sloped Roof AREA (SSF) II5")Ootal (SS). . .... .. Section B (Roof Plan) ••. • 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 .4 •• 1 Sketch Roof Plan: Illustrate at levels and sections, roof drains, scuppers, overflow scuppers and mellow drainrinelude df 1 • rik• 1 sions of sections and levels, clearly identify dimensions of elevated pressure zones and locatioe o1 parapets. •••• .1 • . . • • • • ..1 . ! . 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FLORIDA BUILDING -CODE — BUILDING, 5th EDITION (2014) 15.37 Copyright to, or licensed by, IIx (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. INTERNATIONAL CODE COUNCIL . • • • • • • ••• 1 ..,F 1 1-ij Vii, .PD M li Alikkh, ..1 . ! . 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FLORIDA BUILDING -CODE — BUILDING, 5th EDITION (2014) 15.37 Copyright to, or licensed by, IIx (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. INTERNATIONAL CODE COUNCIL 4 � _• • • • • • • • • • • • • • • • • • • •• • • • •• ••• • • • • • • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• Teen crun JAR303l IA KIM 331VAIRA334Ti T3M5'Sa 1 10, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Fill in specific roof assembl manufacturer (If a component is not used, System Manufacturer. ProductAp• oval No.: Design Wind - essures, From RAS 8 or Calculations: P1: P2: P3: pplication) components and identify i• ntify as "NA") ax. Design Press, re, from the specific 1 a . • royal system: 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Base Sheet(s) & No. of PIy(s): ck: Typ augerTh Hess: S •pe: Anchor/B se Sheet & No. •f Piy(s duct Anchor/Ba - Sheet Fastener Insulation B Layer. ndin Material: Top PIy Fastener/Bonding Material: Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: eid: " oc @ Lap, # Rows @ " oc eters ._" oc @ Lap, # Rows — @ " oc " oc @ Lap, # Rows @ " oc ners Per Insulation Board: C Co di Ras Type, Compl ents No g, Gutter, Edge us Cleat, Cant Strip, Bas c. . Corner 1 1 1 1 1 1 1 1 1 1 1 1 and Details as Applicable: 1 'nation, Stripping! Flashing, 1 fishing, Cbyptelifiashing,..1.... te: Mean Roof Height, Pa 1 ht, NR Q i.8f i Bas • t�PAl��9 @�.1..:. ng, Component Material, Mktegat Thickness. Fastener. • astener Spacing or SubmitMagufacturrrk Dettails that +••; with RAS 111 and Chaplet 16. • • • • • • j. • • Base Insulation Size and Thickness: Base Insulation : stener/Bonding Material: Top Insulation Laye Top Insulation Size an Thickness: Top Insulation Fastener onding Material: 1 1 Base Sheet Fastener/Bonding Material: 1 1 Ply Sheet(s) & No. of PIy(s): 1 1 PIy Sheet Fastener/Bonding Material: 1 1 Top PIy: 15.38 INTERNATIONAL CODE COUNCIL • . . . • • • SFT. FT. ' ::. •.. . • Parapet Height Mean Roof Height FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) _ Copyright to, or licensed by. ICC (ALL RIGHTS RESERVED); accessed by E.ieza Palacio on Jun 8, 2013 10:32:12 AM pursuant to LiCCnse Agreement, No further reproductions authorized. ..�.... . . . 111.... 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) t Roof System Manufacturer. lQ p�J )n, duc- S 1 Notice of Acceptance Number 1(0— 05/4 4 R - Minimum Design Wind 5CPressures, If nAApplicable (From RAS 127 or Calculations): "' P1: 1. 1 P1: (JO?. I P1: 1(0,-7 Deck Type: Rogt, Slope: "� : 12 Ridge Ventilation? 1.ikfuLioicia Type Underlayment: Insulation: Fire Barrier: Mean Roof Height: r a 1 1 1 1 1 1 11 1 1 i 1 1 11 1 •••. 1 . • • ••al•.• • . . •. • .'•-rrr • • .. • • . • Fastener Type & Spacing: 1 1/y11\6:40C1 Adhesive Type: Type Cap Sheet: Roof Covering 1' ••11••• • • ••• • Concve P_ -4:11g Type & Size Drip Edge: • • • •• .i 1 1 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.39 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun S, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. INTERNATIONAL CODE COUNCIL t 1 1 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. 1 Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from M,. If the M, values are greater than or equal to the M, values, for each area of the roof, then the tile attachment method is acceptable. 1 1 1 1 1 1 Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (M,) From Table Below Product Approval M 1 Method 1 "Moment BasRd Tile Calculations Per RAS 127" (Pt."...4x X .a77 q1= M„ 3 8y Product Approval M, (P27bk. l x ..177= / 'EL - Mg:(o. 9(4= Mr, /l. IS 7 Product Approval M, (PT. /00.7x1- d77 =l) - Mg:l = M,, D. Product Approval M, 1 1 1 1 1 1 1 1 1 Mr required Moment Resistance* Where to Obtain Information Description Mean Roof Height Roof Slope30' 15' 20' 25' RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 Mean Roof Height 40' Job Site 2:12 34.4 36.5 38.2 39.7 Product Approval 42.2 M 3:12 32.2 34.4 36.0 37.4 . . 39.8 - .. 4:12 30.4 32.2 33.8 35.1 • • 637.3 •' 5:12 28.4 30.1 31.6 32.8 "r': • "34.9 • 6:12 26.4 28.0 29.4 30.5.... •.....- 32.4 7:12 24.4 25.9 27.1 28.2 .....'30.0 .. : • • •• . •�• . � •• • .• `Must be u •• sed in conjunction with a list of moment based tile systems endorsed by the Broward Z MlS$Jr Board o11�uTes and • • • • • 1 Appeals. .. .. •••• 1 For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If thIF' wines are greatgr than o; • •• 1 equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. • 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 (P1: x L (P2: x L (P3: x L Method 3 "Uplift Based Tile Calculations Per RAS 127" x w: _ ) - W: x cos 6 = F,, Product Approval F' = x w: = ) - W: x cos O = FQ Product Approval F' = x w: _ ) - W x cos 8 = F„ Product Approval F' •• . • • • ••. ••• • • • • • .• 15.40 INTERNATIONAL CODE COUNCIL FLORIDA BUILDING CODE - BUILDING, 5th EDITION (2014) Copyright to, or licensed by. ICC (ALL RIGHTS RESERVED); accessed by Eliezcr Palacio on Jun 8, 2015 10:3212 AM pursuant to License Agreement. No further reproductions authorized. 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 pre- pared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier X Product Approval Restoring Moment due to Gravity M Product Approval Attachment Resistance M, Product Approval Required Moment Resistance Mg Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance F Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval AH calculations must be submitted to the building official at the time of permit application. 15.40 INTERNATIONAL CODE COUNCIL FLORIDA BUILDING CODE - BUILDING, 5th EDITION (2014) Copyright to, or licensed by. ICC (ALL RIGHTS RESERVED); accessed by Eliezcr Palacio on Jun 8, 2015 10:3212 AM pursuant to License Agreement. No further reproductions authorized. DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy 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 thisiaaceptance, if it is determined by Miami -Dade County Product Control Section that this product or mat:rial fails to meetile requirements of the applicable building code. • • • • •• • . . . This product is approved as described herein, and has been designed to comply with the Emutuilding to 1e including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Capistrano Concrete Tile . . . •. . • • .• •••. .• •• •••• • • . • . • . • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logoraiVftate 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 bblsif 4 change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0223.20 and consists of pages 1 through 7. The submitted documentation was reviewed by Gaspar J Rodriguez. MIAMI•DADE COUNTY APPROVED NOA No.:16-0314.08 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 1 of 7 • ROOFING ASSEMBLY APPROVAL Category: Sub Cateaorv: Material: Roofing Roofing Tiles Concrete 1. SCOPE: This approves a new roofing system using "Capistrano Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For use in locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Applicant Capistrano Concrete Tile Trim Pieces MIAMI•DADE COUNTY APPROVED Dimensions Lenght = 17" Width = 12 1/4" Thickness =1/2" Lenght = varies Width = varies varying thickness Test Specifications TAS 112 Type la Class III TAS 112 Product Description High profile concrete roof tile. For direct deck or battened nail -on applications. • • • • ••• • •• • Accessory trim, clay roof pieces fo?ij a of hips, rakes, ridges and valley terminations. • .••. • • ..•. Manufactured for each t21E•prpfile. ••• •• • • .... .• .• .... . . • • .. •• .•.. • •. . • • • • . • • • •• • ••• • • • • • • • • •• • • NOA No.:16-0314.08 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 2 of 7 • 2.1 EVIDENCE SUBMITTED: Test Agency PRI Asphalt Technologies Redland Technologies Redland Technologies 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 Services Celotex Corporation Testing Services Walker Engineering, Inc. ATL of South Florida MIAMI DADE COUNTY APPROVED Test Identifier Test Name/Report ERPF -001-02-02 TAS -112 7161-03 Static Uplift Testing Appendix III TAS 102 & 102(A) Letter Dated Aug. 1, Wind Tunnel Testing 1994 TAS 108 (Nail -On) P09647-01 Wind Tunnel Testing TAS 108 (Mortar Set) P0402 Withdrawal Resistance Testing of screw vs. smooth shank nails 94-083 Static Uplift Testing TAS 101 (Adhesive Set) 94-084 Static Uplift Testing TAS 101 (Mortar Set) 25-7094-(3, 6 & 9) Static Uplift Testing TAS 102 25-7120-(1 & 2) Static Uplift Testing TAS 102 25-7183-(3 & 4) Static Uplift Testing TAS 102 25-7214-(3, 4, &7) Static Uplift Testing TAS 102 25-7804-4 Static Uplift Testing TAS 102 520111-3 Static Uplift Testing TAS 101 520191-2-1 Static Uplift Testing TAS 101 Calculations Aerodynamic Multiplier RT1211.02-15 TAS -112 • • • . . .. . . .... .... .. . • . • . . . . .. . Date Aug. 2006 Dec. 1991 Aug. 1994 Aug. 1994 Sept. 1993 April 1994 May 1994 Oct. 1994 .... • . .... Noy °?Sj94 • Feb..19S15 • • . • .. Marg$y 1995 Seim 1906 ... . Dec. 1998 March 1999 Sep. 2006 12/17/15 • . • . • • • .' . NOA No.:16-0314.08 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 3 of 7 • 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 shall be required, refer to applicable Building Code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Miami -Dade County Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable Building Code. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Capistrano Concrete 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) • • 0.041 • •• • .. . .. • .., Tile Profile Weight -W (Ibf) Length -I (ft) •' •: • • Width ,.(ft) • •. Direct Batten Application Direct •.•.•. Capistrano Concrete Tile Battens Capistrano Concrete Tile 10 1.417 ."". :11.p4•• • I. .. ... • • • .• . • . • . • •. 00* • • • .. • • • Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf) •. Table 2: Aerodynamic Multipliers - A (ft3) .. •.. • -•• ...- - . _ _• Tile 5":12" A (ft3) ....A (ft3) ... . Profile Direct Batten Application Direct ication ... Capistrano Concrete Tile Battens 0.300 • •0.277 ' "" •. 00* • • • .. • • • Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf) •. Tile Profile 3":12" 4":12" 5":12" 6":12" Greater than 7":12" Capistrano Concrete TileDeck Battens Direct Battens Direct Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.68 .111'9) 6.57 6.88 6.44 6.73 6.28 6.56 6.10 6.38 MIAMI•DADE COUNTY APPROVED NOA No.:16-0314.08 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf) for Nail -On Systems Tile Profile Tile Application Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) 1 See manufactures component approval for installation requirements. • • • •., Battens 3 Large paddy placement of 63grams of Polyset® AH -160. Capistrano Concrete Tile 2-10d Ring Shank Nails 28.6 41.2 19.4 1-10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2-10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 #8 Screw 20.7 20.7 18.1 2 #8 Screw 43.2 43.2 29.8 1-10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1-10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2-10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2-10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 2-10d Ring Shank Nails' 33.1 48.1 • • A5.2 1. Installation with a 4" tile headlap and fasteners are located a min. of 2%" from head of tile. •_ • ' ••••• . • • .. • .. . Table 5: Attachment Resistance Expressed as a Moment Mrtft' D5f) •• •• ••• • for Two Patty Adhesive Set Systems ,,,- ••• Tile Profile Tile Application •IlAjpflum gtta • yent :.. Re ": -• Capistrano Concrete Tile Adhesive•. •• 29a2• ••.. . . 1 See manufactures component approval for installation requirements. • • • •., 2 The Dow Chemical Company TileBond Average weight per patty 10.7 grams. • • • ICP Adhesives Polyset® AH -160. Average weight per patty 8 grams. • • • • • .. • . . "' .• Table 6: Attachment Resistance Expressed as a Moment - M1 (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Capistrano Concrete Tile ICP Adhesives Polyset® AH -160 66.53 ICP Adhesives Polyset® AH -160 38.74 3 Large paddy placement of 63grams of Polyset® AH -160. 4 Medium paddy placement of 24grams of Polyset® AH -160. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Capistrano Concrete Tile Mortar Set5 24.5 5 Tile-Tite Roof Tile Mortar. MIAMI•DADE COUNTY APPROVED NOA No.:16-0314.08 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 5 of 7 •.. • • • ••. • .•• •• •• • • •• • • 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". EAiiifr' FLORIDA (LOCATED ON UNDERSIDE OF TILE) OR EAGLE FL (LOCATED ON FRONTSIDE OF TILE) .. • .. .. • • .. .... .. .... .. . • . • . • . . .. • CAPISTRANO CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT .. • • .. • .. . ... .. • • .. • • • ... • 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 AHJ or applicable Building Code in order to properly evaluate the installation of this system. MIAMI•DADE COUNTY APPROVED • • • • • . • • NOA No.:16-0314.08 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 6 of 7 PROFILE DRAWING MAIL $OLl • CAPISTRANO CONCRETE ROOF TILE END OF THIS ACCEPTANCE MIAMI•DADE COUNTY APPROVED NOA No.:16-0314.08 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 7 of 7 • MIAMIDADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 1111 W. Newport Center .Drive Deerfield Beach, FL 33442 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11.505 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 3.15-2590 F (786) 315-2599 ww,rniamidade.gov/economy, SCOPE: This NOA is being issued under the applicable tatles 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 (".A..HJ). This NOA shall not he valid after the expiration date statedbelow-. 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 fitils to lartttlI e requirements of the applicable building code. • • ••• •••• This product is approved as described herein, and has been designed to comply with the Flunks_ ^ '' '' - •• • including the High Velocity Hurricane Lone of the Florida Building Code. • DESCRIPTION: Polyglass Polystick Underlaynrents .... .. • • • • .• • •• • • • • LABELING: Each unit shall bear a pf rmanent label with the manufacturer's name or logo cit y state a d.rollowinn • statement: "Miami -Dade County Product Control Approved", unless otherwise noted hereit+.•••i: • • • .• RENEWAL of this NOA shall be considered after a renewal application has been tiled an&ir rtshas b e' nobehan e . in the applicable building code negatively affecting the performance of this product. •• TERMINATION of this NOA will occur after th.e expiration date or if there has been a revision or change in the materials, use, andior 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 he 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 NVOA. is displayed, then it shall be done .in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No.l 5-0410.04 and consists of pages 1 through S. The submitted documentation was reviewed by }rrerliiv Seirrinn. • • • NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date; 07/06/17 Page 1 of 8 ROOFING COMPONENT APPROVAL Category: Sub -Category: Material: Roofing Uuderliayrnent. SBS , APP Self -Adhering Modified Bitumen PRODUCTS DFSCiupTION: Product Polystick IR -Xe Manufacturing acturing Location #1 & #2 Polystick Dual Pro Alanufacturing Location 42 Polystick Tile Pro Manufacturing Location ill Polystick TU Max Manufacturing Location 41 & 42 Polystick TU P Manufacturing Location 42 Polystickk TU Pius (Surface Printing) Manufacturing Location #1 & #2 Polystick MTS Manufacturing Location 42 Polystick MTS Plus Manufacturing Location #2 Elastofiex S6 G ivlanufircturing Localiorz #2 MrAMt.DADE cowl APPROVED Dimensions 65' x 35-3/s" Or 65' x 3' 60 mils thick 61' x 3'3-3/8" 60 miss thick 61' x 3'3-3/8" 60 mils thick 65'8" x 3'3-3/8" 60 mils thick �_3 2,1 '3 } 0„ x3 �-/s 130 mils thick 65' x 80 mils thick 65'8” x 60 mils thick 65'8" x 3'3-3/8" 60 mils thick 32,10" x 3,3-%" Test Specification ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM .D 1970 TAS 103 and ASTM T) 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 TAS 103 TAS 103 and .ASTM D6164 Product Description A fine granular/sand top surface self -adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. A rubberized. asphalt self -adhering, glass-fiber/polyester reinforced waterproofing membrane. Designed as a metal rooting and roof tile underlayment. A rubberized asphalt self -adhering, glass-liber/polyester reinforced waterproofing membrane. Designed as a metal •..• roofing and roof file underlayment. • • • • . • A rubberized asphalt self-adherin g.'polyeiret inforced •. waterproofing membrane. D s: r.41 as a a root tile . . underlayment., •••• •• • • • • • • A rubberized asphalt waterer•... membrane, Mass- . • fiber/polyester reinforced wLtj�!��=t�tnular••��r�tacc designed for use as a tile rootctuicilayment,. • • • A rubberized asphalt self-adl;ering, glass Iletspolyesser reinforced waterproofing mcir lar* n; . Designed 4.s a rn:izfl"; roofing and roof tile underlayment,••• • •• A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal rooting, roof tile, slate tiles and shingle underlayment. A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal rooting, roof tile, slate tiles and shingle underlayment. Polyester reinforced, SBS modified bitumen membrane with a sanded back face and a granule top surface. For use in roof tile underlayment systems. NOA No.: '17-0614.22 Expiration Mate: 09/13/21 Approval Date: 07/06/17 Page 2 of 8 MANUFACTURING PLANT'S: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED Test Agency Test Identifier Trinity j ERD PRI Asphalt Technologies Momentum Technologies, .Inc. P108 -70.09.08-R1 P108 70.04.09 P3336006.] 0 P33370.03.11 P33 3 70.04.1 1. P36900.09.11 P37300.] 0.11 P40390.08.12-2 P37590.07.13-1 P45270.05.14 P46520.10.14 P44360.10.14 P43290.10.14 P1., YG-SCI 0130.06.16-3 PLY( -10.130.06.16-1 PUSA-035-02-0.1 PUSA-055-02-02 PUSA-089-02-01. .1X2OH7A RX14E8A DX23:I.)8B DX'23D8A Test Name/Report TAS 103 TAS 103/ASTM D4798 & G155 ASTM D1970 TAS .103 ASTMD 1623 TAS 103/ASTM D4798 & G155 TAS 110/ASTM D4798 & D 19 70 ASTM D 1623 ASTM D6164 TAS 103, TAS 110 & ASTM D1623 ASTM 131623 TAS 103 &TAS 110 ASTM D 1970 & TA.� 1 1 Q• TAS 103 &TAS 110* • ASTM D1970 & TAS'1i8•• TAS 103 .••••. TAS 103 •••• TAS 103/ASTM D4798 ••t i tis TAS 103/ASTM D4798z (155 TAS 103/ASTM D4798 t: Cjl••5 TAS 1.03 .ASTM D4798 &' t.31.15 TAS 103/ASTM D4798 & G155 Date 12/04/08 04/13/09 07/01/10 03/02/11 04/26/1 1 09/01/11 10/19/11. 08/07/12 07/02/13 05/12/14 10/03/14 ..1Q/07/14 •••417.17/114 •••07.27/16 • • 0ii/27/16 • :•„09;29/060 • 12/10/07 1)7106/09 .•.. • . 0=1/01/08, ••1109/0(). •••4) 118/10, (32'18/10 .• . • . • • LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking attic 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. 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 Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 17-06I4.22 Expiration Date: 09/13/21 Approval Date: 07/06/1.7 Page 3 of 8 • INSTALLATION Deck Type 1: Deck Description: System Type E(1): Anchor/Base Sheet Fastening: PROCEDURES: Wood, non -insulated Min. 19132" plywood or wood plank Anchor sheet: mechanically fastened to de Membrane: Surfacing: Deck Type 1: Deck Description: System Type E(2): Anchor/Kase Sheet: Fastening: Membrane: Surfacing: Deck Type l: Deck Description: System Type E(3): Anchor/Base Sheet: Fastening: Pty Sheet: Membrane: Surfacing: 11AMI•DADE COUNTY APPROVEDj'}) br-atle adhered One or more plies of .ASTM D 226 Type Il or ASTM D 2626. 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) Polystick IR -Xe, Polystick. Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS or Polystick NITS Plus, self -adhered. See General Limitations Below. Wood, non -insulated Min. 19/32" plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered One or more plies of ASTM D 226 Type ET or .A.STM D 2626. • Per FBC i 518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at r rniiiirnum 4'�Pead lap. Mr •: • base sheet only) • • •• •••• •• Elastollex S6 G, hot asphalt applied See General Limitations Below. . •••• . . .... . . .. .. Wood, non -insulated . • Min. .19/32" plywood or wood -plank. . Base sheet mechanically fastened to deck, subsequent cap itx�tr�b. ane self- aiher-ei. .. . . . . . . • • • One or more plies of ASTM D 2:26 Type I1 or ASTM 1) 2626. • • Per FRC: 1518.2 & 151.8.4 Nails and tin caps 12" grid, 6" o.c_ at a minimum 4"head lap. (for base sheet. only) Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minim 6" vertical laps. Polystick TU Plus, sell -adhered. See General Limitations Below. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/1.7 Page 4 of 8 . INSTALLATION REQUIREMENTS: I. All nails in the deck shall he carefully checked for protruding heads. Re -fasten any loose deck panels, and sweep the deck thoroughly to re move any dust and debris prior to application. 2. Place the underlayrrment over metal drip edge in accordance with RAS 1 1 1. 3. Place the first course of membrane parallel to the cave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3" and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, .rolling the membrane from the center outward in both. directions, 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent. pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of unde.rlayntent. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystic•k..sh•all be applied over the underlaymen.t. •• • GENERAL LIMITATIONS: • • . ••• • • . • •• .. • . • . ..• • . 1. Fire classification is not part of this acceptance. • • • • • • • • • • • • • • 2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and Polystick MTS Pitts may 4 t.; • •• used in asphaltic shingles, wood shakes and Shingles, non-structural metal roofing, riviIioic system:71m quarry slate roof assemblies.• •• • • • Polystick TU P niay be used in all. the previous assemblies listed except metal. root +1g. • Polystick IR -Xe may be used in all the previous assemblies listed except metal rootingrnd Polystick TU Max niay be used in non-structural metal roofing and roof ti.le systems" Elastotlex S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, .Polystick MTS and Polystick. MTS Plus shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. • . oofttwe systems. •.• . . •. • 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Dater 07/06/1.7 Page 5 of 8 Exposure Elastotlex S6 G .Limitations TU Plus (Days) TU P Tile Pro Dual Pro TU .Max MTS Plus NETS 1R -Xe winter Haven, FL 180 90 180 180 180 1.80 180 1.80 ( 180 Hazelton, PA N/A 90 N/A I 180 N/A N/A N/A 180 I N/A J 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Dater 07/06/1.7 Page 5 of 8 Rule 61 G20-3 of the Florida Administrative Code, S. In rooftile application, data for the attachment resistance of roof tiles shall be as set forth in the rooftile manufacturer's Notice of Acceptance. Polystick Tile Pro, Polystick TU Max, Polystick TU Phis or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the litnitat:ions outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9, When loading roof tiles On roof tile underlayment for (direct -to -deck) tile assemblies, the maximum roof slope shalt be as follows: (Sec Table Below) Tile Polystick Elastotlex Polystick TU Plus, 1 Polystick 1 Polystick System (E3) Profile MTS S6 G TU P, Tile Pro, Dual Pro TU Max MTS Plus MTS Plus with TV Plus Flat Tile Prohibited without battens 4:12 6:12 6:12 5:12 6: 12 Profiled Prohibited 4:12 6:12 6:12 4:12 6:12 Tile without battens• • • The above slope limitations can be exceeded only by using battens in accordance with the Ai1•provcder0•Systent Notice of Acceptance and applicable .Florida Building Code requirements. When battgw, ye,required,1 taey shat) be utilized during loading and installation of tiles. •••• ••• • • • •• •• • 10. Care should be taken during the loading procedure to keep foot traffic to a minimum an%tto avoid dropfiing of • • tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for Ioatijui, ocedu e! l io tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slop4,144,a,total of 6•tiles -- for • all underlayments except Polystick MTS which shall be •loaded onto battens. • • • • 0 0. 0 N (6 Max. Per Stack) • • • • • •• • • .•• ••• • • • •• NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/1.7 Page 6 of 3 11. Refer to prepared roofing system Product Control Notice of .Acceptance for listed approval of this product with specific prepared roofing products. Polystick TR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastotlex S6 C niay be used with any approved roof covering Notice of Acceptance listing Polystick iR-Xe, Polystick Dual Pro, Polystiek Tile Pro, Polystick TU Max, Polystiek TU P, Polystiek TU Plus, Polystick MTS, Polystick MTS Plus or Elastotlex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystiek TU .P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a request may be made to the Authority Having Jurisdiction (AI -EJ) or the Miami -Dade County Product Control. Section for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. POLY GLASS GENERAL .APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES PLEASE CHECK W.iTH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL.; CODES MAY SUPERSEDE POI.YGL ASS REQUIREMENTS AND RECOMMENDATIONS. 1. Polyglass does accept the direct application of Polystick underlayrnent membranes to wood decks, jreslllers are t cautioned to refer to applicable local building codes prior to direct deck installation ,en%t. this i s»cx. ptable 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 edc•••11.4tin as per Iplyglass. . Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimugt40' ." retard sl:as • required in Miami -Dade County or simplex type nail as otherwise allowable in other re''Ibtrs, at a mnrri.rum ratr,.... of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail ac'cai,, %ea para :filer" on .:.•• the face of membrane, with the above stated nails and/or disks. The head lap membra 'eco covert ! area belt! •;• hack -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 contIct..•. •• • •.• . • • 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyt'irss Polyplus 55 Premium Modified. Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Xt.raFlex 50 Premium :Modified Wet/Dry Cement, Polyglass PCr500 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 undcrlaynlents. Refer to the _Polyglass Tile Loading Guidelines. See General Limitations /9 and Th0. 0. 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, 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'/a"/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 rooting tiles is Forty -Eight (48) Flours, 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 Polypus 55 Premium Modified .Flashing Cement, Polyglass Polypi us 50 .Premium MB Flashing Cement, XtrrFlex 50 Premium Modified Wet/Dry 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. • • • NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 7 of 8 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. Browning may be used where slope prohibits rolling. 11. Alt approved substrates should be dry, clean and properly prepared, before any application al 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 verily acceptable substrates. 12. The Polygtass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at I (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (N.RC.A). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE MIAMI•DADE COUNTY . . . .. .. . . ... • .. . . . • .. • .... .. • . .. . .... . • .. • .. • • • . • .. .. . . .... .: . • . • • . . ... . . • NOA No.: 17-0614.22 Expiration Date: 09/13/21 .....) Approval Date: 07/06/17 Page 8 of 8 MIAMI•I DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RE11) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ICP Adhesives and Sealants, Inc. 12505 NW 44th Street Coral Springs, FL. 33065 MIAMI -DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.miamidadc.flov/economy 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 stvimd the use of such product or material within their jurisdiction. RER reserves the right to revoke th;s acceptwe if it .i•••• determined by Miami -Dade County Product Control Section that this product or material fail..to Iteet the.rcgiiirements .• • • • • of the applicable building code. •• • • This product is approved as described herein, and has been designed to comply with the•1;lorida Buirding Co:141•••• including the High Velocity Hurricane Zone of the Florida Building Code. •••••• • •••• •..• • •• •• •••• DESCRIPTION: ICP Adhesives Polyset® AH -160 • • • • • �• LABELING: Each unit shall bear a permanent label with the manufacturer's name or loL.o. city, statVflel•Nlowig statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. • • • •• • • • • • • • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. MIAMI•DADE COUNTY NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 • ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH -160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Rooting Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using 1CP Adhesives Polyset® AH -160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications ICP Adhesives N/A TAS 101 Polyset®AH-160 ICP Adhesives Foatn N/A Dispenser RTF1000 ICP Adhesives ProPack® N/A 30 & 100 Product Description Two component polyurethane foam adhesive • Dispensing Equipment• • • • Dispensing Equipment... •• .•.• • • ••.• •. . • • . .. • • .• • • • . • .• .••• .• •• •••• • • • • • • • PRODUCTS MANUFACTURED BY OTHERS: • • • • '• • • Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which lia'atiac imen6 resistance values with the use of ICP Adhesives Polyset" AH -l60 roof tile adhesive. •• • ••• • • • • MANUFACTURING LOCATION: I. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content •• Test Results ASTM D 1622 1.6 lbs./ft.' ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise ASTM D 1623 28 PSI Parallel to rise ASTM D 2127 0.08 Lbs./Ft'- ASTM E 96 3.1 Perm / Inch ASTM D 2126 +0.07% Volume Change C -40° F., 2 weeks +6.0% Volume Change @ 158°F., 100% Humidity, 2 weeks 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. MIAMI•DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 • • EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94-060 257818-1 PA 25-7438-3 25-7438-4 25-7438-7 25-7492 NB -589-631 9637-92 01-6743-011 01-6739-062b[1] 7050.02.96-1 P36700.04.12 P39740.02.12 Test Name/Report TAS 101 TAS 101 SSTD 11-93 SSTD 11-93 SSTD 11-93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 ASTM D 1623 TAS 101 TAS 123 528454-2-1 TAS 101 528454-9-1 528454-10-1 520109-1 TAS 101 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 • • • . . .. . . .... • .... • • .. .. • . . • • . • .. . ... . • . Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 11/16/94 01/16/95 .... (71/(4(76 04418412 02'€1'12 . .. • • • • r0/23798 ...• • ...• • L2/28(98 • • • • • . . • • • . • • LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for Lire rating. 2. ICP Adhesives Polyset' AH -160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset' AI -I-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. �Y'N.u1SL�a� xp.=..•. MIAMIDADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset® AH -160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of [CP Adhesives Polyset' AH -160. 2. ICP Adhesives Polyset® AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset® AH -160 shall provide sufficient attachment resistance to sleet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset' AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives 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. ICP Adhesives Polyset' AH -160 shall be applied with 1CP Adhesives Foam Dispense R"i'N000 orn •• Adhesives ProPack® 30 & 100 dispensing equipment only. •••••• • 7. ICP Adhesives Polyset® AH -160 shall not be exposed permanently to sunlight. • 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minufy,s.q,fitcr ICP 2\ctilestves Polyset® AH -160 has been dispensed. .... • • 9. ICP Adhesives Polyset® AH -160 placement and minimum patty weight shall be in ac&Ird'ahce witlIt1 'Placement Details' herein. Each generic tile profile requires the specific placement noted.hor•ein. • MIAMIDADE COUNTY • • . • • • .• . ••• • . NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Area Minimum Paddy Gram 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 head of tile 9-1 1 sq. inches at overlap 12 grams per paddy Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal edge) 20-25 sq. inches each bead • 17 grams per bead •••• • • •• •••• ••_• Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches • 1 • • S4 grams tinderpan LABELING: • • •• • • • •••• •• • • • • • •• • • •••• • •• All approved products listed herein shall be labeled and shall hear the imprint or identifiablelA:11(gg of the;••• manufacturer's name or logo and following statement: "Miami -Dade County Product Contro?Alitii-oved" bttlte Miami- • Dade County Product Control Seal as shown below. • • •• •• • • • • • • • •• • • • • ••• • • • •• BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. C IAMWADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 lit 1311'.,vlIl. 1fln ae 1i+yuh r441`< ADHESIVE PLACEMENT DETAIL # 1 1,0111t1rough p14.t14:ttrnerr1 when re+riredi rllyp`a+ll:,,. Paddy irrwnaath Taly lf.t1"er�.5 oi„1.7401 :GA:'ie t1M115e throul.j , Plastic t.emoitt-w, fwhen 1'e(j lY{tt n F t� ktntiorll.ymam t Padld°01P1410.011'ila:, 2 in. µAd4 upiaorial 4 a , - �� f a' ,• * ~.k F” s : S. .tYhH lFT1I,IlP • )i ip Ie Flat/Low Profile Tile 1. Starting at the cave 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 cm') — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile •••• • • • • •••• 1. Starting at the cave court: ,apply a m it it um 2" (50.8 mm) x 10" (254 ititlt):x4" (2574titu>Af foam paddy onto the underlayML"htpositionechas show: under the pan portion oftrl clo5i;Sl,td'the • overlock of the tile beim set. • •• •••••••• •••• • • • •• •• •••••• 2. Continue in same manrlei. jq.lre • approIimately 13••• (109.7 cm') — 23 (148.4 cnf); quareyinch•adhesi' c• •.; contact with the underside oi.the tilts • • •• • • • • • • • •• • ••• • • • •• High Profile / Single Pan Tile 1. Starting at the cave 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 cm') — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 • ADHESIVE PLACEMENT DETAIL # 2 4{nil through, Ix€ >:whom regslirna3! P:iulaly ikieneah llrnr¢Iwrlar�w/n'k _ nfY_ 2In. It4l1YI'r5 clp i.'fr.11 mm� 4fl rip, ,. F.ui* MIAMIDADE COUNTY APPROVED Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown 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 cm2) square inch iditeesf' e contact with the undersidejf tbe,(ile. •••• •• • •• • • • • •• • • •� • • Medium Profile / Double Pan JJ • •• • • • • • • • • •••• • •• 1. Starting at the eave courseoilefaley.a minimaula2" (50•S:••' mm) x 10" (254 mm) x I" i.5'mm) fmtimapaddy onto the underlayment postttdl ect as shown'under the • pan portion of the tile clos!st to the oveglpc:k,of the • tile being set. Insure approximately 17 (109.7.cm2) • 23 (148.4 cm2) square inch adhesive contaclviiith the underside of the tile. ,At the second course, apply a minimum 2" (50.8mm) k 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) NArl Ihr:,uglr ptalr,tic�r� fw lieu rrquir cd •th TU. -�°'� -`., �•-� iii 7 c. � 2 in. Itecofiit ��pd rr�al ilivmphoiv Drip edit MIAMI•DADE COUNTY 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 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 pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm`) - 19 (122.6 ctr.2) stiare incln.adhpesive contact with the underside aftheitile. •••••• .. . • •••• •. • • • • • • • • • ••••• • • •• • • •••• • • • ••• •• •••• • • •• •• • • • • • • • • • • . •• • ••• • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Nail through plastic cement !when required!, Battens optional, ,, Paddy tbetween tiles! Paddy !under tile!! Single paddy rt. �' ontopo€tile "' Sing lepaddy under the ngle paddy ,-' . on underlayment_,%. Flat/Low Profile Tile Nail through plastic cement (when required!! Battens optional r,. Single paddy under the Paddy !between tiles! / Paddy !under tile! Single paddy'tk1 on top of trle ,.., teAt, 4K4x.4in. rti' Single paddy on underbayrnent.-" EaveCourse Eave Closure — Fascla Medium Profile Tile I. On the cave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x I" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the cave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in, (109.7-148.4 cm') 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 til, tinder the pan portion of the tile, ilosect to their mock fclr the second course tile t(1 .'installed. •hlsblre approximately 8-9 in2 c1T s fudhesivc contact with the understdetfthe tile. • • •••• •• • • • • • • •••• • •• (Instructions continued on ne.Pt page) • • • • • • • • • • •• • •••• • •••• • • • ••• • • • • • •• • • • • • • •• • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 • ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nail through plastic ee (when required Battens optional (. 5rngle addy } .. ft underlarnenf x 4 in. Single paddy under the . A Paddy between tilesi Paddy i under tile! single 2x4in, paddy on •: top of tide • cr to tn.. Fascia Weepltote Eave cioaure Drip edge High Profile Tile MIAMI-DADE COUNTY 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x'/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 cm') - 11 (71cm'-) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm'-) - 9 (58.1 cm') square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. ••• • • • •••• • • • • •• • •• • • • • • • •• • • • •••• •• • • • • • • •••• • •• •••• • • • •• •• •••• • • • • • • • • • • • • • • • • • • •• • ••• • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 • ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq. in in contact with the pan tile. 2) Turn covers upside down. Place adhesive in to 1 in. from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq. in. contact area. Under)ayment Steep pitch applications (when required) Eave closure (motar shownl �`\ Weephole Fascia Board-� Sheathing 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 MIAMI•DADE COUNTY APPROVED Two Piece Barrel (Cap and Pan) Tile I . 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 cave 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 cm') 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" (2,4.1 1) x 10" (254 mm) bead of adili, ive' directly. ons he inner edge of each side of r„h,e•i er tile! j.rnyC approximately 3/4" (4141 14).) to 1" (2,4 mm) . from the outside edges 'it4c tile, i var• d, free 41foam to allow for expoipattfn. . �••• 4. Turn cover tile over a11e1'roam is!tApfied and • place onto pan tile cc&irsrLsure a minimum of ' 20 (129 cm2) - 25 Oil .3 oni2) sqt . iiioh • . • contact arca on eachtjde�o>;the egeej tike to the pan tile. Continue in same manner. Tllnjaway any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE . . NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 • • Listed Product Certificate Certification No. I. 17-0124.01 MIAMI-DADE COUNTY Ref.: PrimeSource Building Products, Inc. (TX) 1321 Greenway Drive Irving, TX 75038 TAPAROYED4 MIAMIADE COUNTY Miami -Dade County Department of Regulatory and Economic Resources 11805 S.W. 26 Street, Room 208 Miami, Florida 33175-2474 Tel (786) 315-2590 Fax (786) 315-2599 The Department of Regulatory and Economic Resources certifies that the above referenced manufacturer has submitted evidence to the Product Control Section to participate in its Listing Service Program. The scope of this certificate is limited to the corrosion -resistance of the product(s) listed herein. Ring Shank Coil Nails-GRCR19DADE, GRCR2CDADE, GRCR2DADE, GRCR3DADE, GRCR4DADE & GRCRSDADE (Less than 1000 hrs) Any product listed under this certificate may be subject to audits conducted by the Quality Assurance Unit of the Product Control Section. As part of the audit program, random samples, obtained from a supply house may be sent to a Miami -Dade County approved laboratory to ensure product conformity. Any complaint submitted to our office and supported by evidence will be investigated and may result in testing of the product. A listed product will not be tested more than twice for the same issue within the terms of the certification. Helm. A. Makar, P.E., M.S. Product Control Section Supervisor Product Control Section Certification Approval Date: 1/26/2017 Cert cation Empire: 10/23/2017 •• ••• • • • • • •• r m • • •• •-•-•-•-• --_ • ▪ Americo Segura, S`. • • • • • • • • • • • • • Quality Assurance Unit Supervisor Product Control Section • ••• • ••• • • • Miami -Dade County's Department of Regulatory and Economic Resources reserves the rigi*to revoke this a�tiicatk• or nonsornpia•ceiesues related to the Product Listing requirements and/or noncompliance issues related to the manufacturer's qualityassurance program. •• • • • • • • • • • Po9 • •• • • • • • • • ••• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • 1=111•11•11 W