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RF-14-1568
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-217539 Scheduled Inspection Date: August 11, 2014 Inspector: Rodriguez, Jorge Owner: CHARLES, MARILYN & JOSEPH Job Address: 1248 NE 99 Street Miami Shores, FL 33138 - Project: <NONE> Contractor: OMEGA ROOFING INC Permit Number: RF -7-14-1568 Permit Type: Roof Inspection Type: Final Roof Work Classification: Repair Roof Phone Number (305)751-4669 Parcel Number 1132050090170 Phone: 305-826-1144 tsunamg uepartment comments REPAIR LEAK BETWEEN TWO LEVELS OF TILE ROOF. Infractio Passed comments INSPECTOR COMMENTS False Inspector Comments PassedCREATED AS REINSPECTION FOR INSP-216272. Loose tiles, also need �V_w to provide an up lift test. Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. August 08, 2014 For Inspections please call: (305)762-4949 Page 26 of 27 F.I.E. FLORIDA+INTERNATIONAL ENGINEERING &TESTING LAB INSIGHT -INNOVATION -INTEGRATION Florida International Engineering and Testing Lab LLC 16701 SW 117 Avenue, Miami, FL 33177 Telephone: (305) 378 -1991 -Fax: (305) 378-1997 Miami -Dade Lab Certification # 07 -0612.11 -State of Florida ca #27273 SITE SPECIFIC INFORMATION Owner's Name: VAA, 6t4Al2- Job Address:. 1 2 4 0 I✓ 0, q < S-410 �Z�.5 , �L Roofing Contractor: © A, J?—®® F i ''te, r - Permit Number: i - '- (4 I Er &F? Type of Tile: Approximate Roof Height: i feet Slope: I Z Approximate Square Footage: 'C 65 yo ft2 Type of Access to Roof: Ladder OtherRequired Tpsting Force: 5 lbs. Testing Equipment: F.G.E. 100x Shim o Instrument Date Installed: C©� t $ I Date of Inspection: I ---------------- --- p�--------------------------------------- -------------------- TEST RESULTS P= PASS, F= FAIL Test Location P or F Test Location P or F Test Location P or F Test Location P or F Test Por F Location 1 21 41 61 81 2 22 42 62 82 3 23 43 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 30 SO 70 90 11 31 51 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74 94 15 35 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 79 99 20 40 60 80 100 --------------------------------------------------------------------------------------------------------------------- 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 Field Corners Hips & Ridges ®®sieee®aee� RESPE pLmE $f7,ED BY: NO 63107 0 ate.• .cp V m gawTdTfialla s�o V Stafe- ft, 7 Miami Shores Village Building Department 40050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 RECEIVED JUL 2 2 2814 FBC 20 L-A— BUILDING Permit No. PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ®FING JOBADDRESS: 1248 N.E. 99 Street City: Miami Shores County: Miami Dade Zip: 3 31 3 8 Folio/Parcem 11-3205-009-0170 Is the Building Historically Designated: Yes NO X Flood Zone: OWNER: Name (Fee Simple Titleholder): Marilyn Charles Phone#: (3 (Z5) 751-4669 Address: 1248 N.E. 99 Street city,Miami Shores State.. F1 Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Phone#: D 6 it 'If Address: l �'/ .� �� e l t'f ee S e� 5� City: '� l�cJ �-�., State: L Zip: ri 1 Qualifier Name: �� _ Ce v' �' Phone#:. Ste' 5 State Certification or Registration #: CCC Certificate of Competency #: Contact Phone#: T 6 L(-> i— S -D o 3 Email Address: &"' DESIGNER: Architect/Engineer: Phonet Value of Work for this Permit: $ 8 5 0. 0 0 Square/Linear Footage of Work: 1 / 2 s q, Type of Work: ❑Addition ❑Alteration ❑New IORepair/Replace gDemolition Description of Work: Repair leak between two levels of tile roof _ Color thru tile: Submittal Fee $ ' Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ 4; L-raQ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In thhbse�acla�posted notice, the inspection will not be approved and a reinspection fee will be charged. �Signature Owner or A ent The foregoing instrument was acknowledged before me this 14► day of , 20 L` _ by T v> , who is person known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires I\»;Ziltl0i7:114 MY COMMISSION 6 FF 05M EXPIRES: October 10, 2017 amm Thru Nem Puwb WONAM M Contractor The foregoing instrument was acknowledged before me this i L day of ?l , 201 , by loi o ba,rr ca3 , who is personCLknown to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Ell MAFMOU HEIVMEZ MY COMMINIOI f FF 0591E EXPIRES: October 10, 2017 ixa, Banded'(hM Y R1* UWWffba Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) The Roopnn 90MCCCO57472 NAMed below i9 CT01t Under the CERTI11' Pirati�saProv�isions of Com, ter 'ate. A1JG 31, 20 #89 Fie 000ff s s91EL12082902 D#SP#,�Y REQtJ#RE® 8Y LAWCFt T�RyN Local Business Tax Receipt Miami -Dade County, State of Florida THIS IS NOT ABILL - !m NOT PAY LBT 3666642 sae" NAi WLOOATION RECEIPT NO. EXPIRES OMEGA ROOFING INC WN9WAL SEPTEMBER 30, 2014 9190 NW 119 ST 3 =30618 Must be displayed at place of business HKEAH GARDENS FL 33018 Pursuant to County Code Chapter ITA - Art. 9 & 10 OwISt+ M EEO. TYPE OF BUSINESS PAYMENT RECEIVED OMECA WOFING INC 196 SPEO&TY BULDING CORMCTOR sY TAX cciu.ECToR Wot ) I CCCO57472 $45.00 08/27/2013 CREDITC.ARD-13-006466 This Local Business Tax Re�ilpppp enly cordirms ed oldie Local Busing Tax. The Receipt 13 note license. perod4 w certification of ffieluilder squoudoadowtodobusiness. Holder auM comply with any gavemmernal or neagovenanestal regulatory laws aml requiremants wbich "*to the business. The RECEIPT NO above ound be displayed on all commercial voldcles - Code Sec tie -M for 0016 hitorowion. visit I Date CERTIFICATE OF LIABILITY INSURANCE 7/211/2014 producer. Lion Insurance Company This Certificate Is issued as a matter of hrtbrmation only and confers no 2739 U.S. Highway 19 N. Holiday, FL 34691 rights upon the Certificate Holder. This Certificate does not amend, extend or alter the coverage afforded by the policies below. Insurers Affording Coverage NAIC # (727) 938-5562 Insured. South East Personnel Leasing, Inc. & Subsidiaries 2739 U.S. Highway 19 N. Holiday, FL 34691 Insurer A: Lion Insurance company 11075 Insurer B. tnsurer c: Irts�rQr �: Insurer E: Coverages The policies of insurance lided below have been hamd tothe Insured named above for the policy pew Indicated. Notwithstanding am+ reWbernent, term or condition of any conbad or other document with reaped to which this certilicate may be Issued or may pertain, the Insurance afforded by the policies described herein is subject to all the team, exclusions, and conditions ol' such policies. Aggregate limits shown may have been reduced by paid claims. INSR LTR ADDL INSRO Type of Insurance Policy Number Policy Effective Date Policy Expiration Date Limits (MM/DD/YY) (MM/DD/YY) GENERAL LIABILITY Each occurrence ; Commercial General Liability Claims Made ® Occur �rrence) to dad premises (EA Mad Exp Personal Adv Injury Mal aggfegate lifrtit applies per. General Aggregate Pofioy ® Projed ® LOC Products - CorrPtOp Agg AUTOMOBILE LIABILITY Combined Single UwA Any Auto (EA Accident) modify Injury All Owned Autos Scheduled Autos (Per Parson) Bodily Injury Hired Autos Non -Owned Autos (Per Acrlderd) Property Damage (PerAccided) EXCESSIUMBRELLA LIABILITY Each Occurrence occur ® Clabne made Aggregate Deductible A Workers Compensation and WC 71949 01/01/2014 01/01/2015 X I WC Statu- OTH- Employers' Liability tow Limits ER E.L. Each Accident $1,000,000 Any proprietor/partner/executive officer/member excluded? pill E.L. Disease - Ea Employee 81,100,000 If Yes, describe under special provisions Mow. E.L. Disease - Policy Lltnits 81,000.000 Other Lion Insurance Company Is A.M. Best Company rated A- (Excellent). AMB # 12516 Descriptions of Operations/LocationsNehicles/Exclusions added by Endorsement►Special Provisions: Client ID: 92-68-135 Coverage only applies to active employee(s) of South East Personnel Leasing, Inc. & Subsidiaries that are leased to the following "Client Company": omega Roofing, Inc Coverage only applies to injuria incurred by South Fast Personnel Leasing, Inc. & Subsidiaries active employee(s;, while warldng in: FL. Coverage does not apply to statutory employee(s) or independent contractors) of the Client Company or any other entity. A list of the active employee(s) leased to the Client Company can be obtained by faxing a request to (727) 937-2138 or by caping (727) 938-5562. Project Name: ISSUE 0721-14 (EP) Basin tate 111812014 CERT021CATE HOLDER CANCELLATION VILLAGE OF MIAMI SHORES Should any of the above described policies be cancelled before the expiration date thereof, the leaving Insurer will endeavor to mail 30 days written notice to the certificate holder named to the left, but failure to do so stall Impose no obligation or liability of any kind upon the Insurer, its agents or representatives. 10050 N.E 2ND AVENUE MIAMI SHORES, FL 33138 OMEGA -2 OP ID: AN CERTIFICATE OF LIABILITY INSURANCE 0712112014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: ff the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in Lieu -of such endorsement(s). PRODM WD Insurance Group Inc 362 Minorca Ave Coral Gables, FL 33134 Donald W McCartney �E Atmmarle McCartney A1C 305-388-4865 •305a{44-4980 -NIAIL ADDRESS: amccartney@mdwinsumnce.com INS AFFORDING CM`ERAGE NAIC 0 GLI05298 INSURERA:Canal Indemnity Co 27790 10/19/2014 INSURED Omega Roofing, Inc 91W ARA{ it%Street in INSURERS: INSURER C : Hialeah Gardens, FL 33018 INSURER D : GENERAL AGGREGATE $ 2100010 INSURER E: PRODUCTS - t /OP AGO $ 2,0W,08( INSURER F: COVERAGES CERTIFICATE NUMBER: REViSIAN NUMIRER- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTLFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCEIM& BURR POLICY NUMBER POLID EPF MMFWDL POLICY EXP LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE OCCUR GLI05298 10/18/2013 10/19/2014 EACH OCCURRENCE $ 1,000,000. PREMISES a occurrence $ 50,0 MED EXP (My one person) $ 5,001 PERSONAL 8 ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2100010 GEN'L AGGREGATE LIMIT APPLIES PER: X POLICY PRO Loc PRODUCTS - t /OP AGO $ 2,0W,08( $ AUTOMOBILE LIABILITY ANY AUTO ALL MV IED SCHEDULED AUTOS AUTOS• HIRED.AUTOSN-OVVNED COMBI SINGLE LIMIT $ BODILY INJURY (Per person) $ BODILY INJURY For aocWeM) $ PROPERTYAUTOS D�MAGE $ $ UMBRELLA UAB EXCESS LIAR OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION $ WORI(ER3 COMPENSATION AM- AEMPLOYERS' LIABILITY YIN ANY PROPRIETOMPARTNERIEXECUTIVE OFRCER/MEMBEREXCLUDED? (MarwWory In NH) If yes, describe under DESGRIP= OF OPERATIONS below NIA VdC STATU1PER- E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE a POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES (Attach ACORD 101, Additional Remarks Schedule, B more space Is required) ofing Company L"=ICA117L91;11a VILLMIA VILLAGE OF MIAMI SHORES 10050 NE 2ND AVE MIAMI SHORES, FL 33138 SHOULD ANY OF THE AVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. ©1888-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2014105) The ACORD name and logo are registered markst of ACORD ROOF ASSEMBLIES AND ROOFTOP STRUCTURES - - Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form. i n General Ire ®rmationl ' «`IC Low Slope ® Michanically Ontened Pitts ® Mortar/Adhesive Set Tile y Asphaltic Shingles C3 Metal Fenel/Shingles ® Wood Shingles/Shakes ® Prescriptive BUR -RAS 150 bu b: ROOFTYPE PY'° ® New Root ® ®roofing ® Recovering Repair ® Maintenance ROOF SYSTEM o INFORMATION a a . e a Low Slope Roof Area (SF) Steep Sloped Roof Area(SF) 1 / 2 s q f tT.Otal {SF} 1 / 2 s q f t . Section Roof Plan) ►� A rete all levels and sections, root drains, scuppers, overflow scuppers end overflow drains. @ Sketch Root Plan: lilust Pp 9 PF tom., o include dlnnenslons of sections and levels, clearly identify dimensions of elevated pressure zones anal location of W parapets. ; • . • ..•. •••.•. r1 a • . • • @ @ @ •• •• @JLL••• 8 • a • ° • 00 •• •••' 8 • ° • • •• ••• • •• • • 2010 FLORIDA BUILDING CODE ® Et3IL®INC ® LLLJ@ a CD @ @ ` q� LU �V > B ° e 9 Z V) Y ; @ E e ii > 00 CL f U) 45.34 2010 FLORIDA BUILDING CODE ® Et3IL®INC ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 High-VelocHy Hurricane Zane Uniform Permit Application Form. Existing Tile Roof &NOn SlOM R ► Roof System Manufacturer: Boral Roofing LLC Notice of Acceptance Number: 12-0308.20 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations: K1: NZA P2VL P3: N/A �S Roof ,�ystei�l,.�p►� Deck Type:F- wood 1 X 6� Type Underlayment: ASTM • ,,, 0000 A 0000.. 121 Insulation: N/A 0000.. :. 0000.. 0000.. FireBarrier " • • N/A 0006 . .0 60.6. Ridge Ventilation? Fastener Type & Spacing: ' • Adhesive Type s •__e..�' 0000.. Repair :wiXla Polystick Mus Type -Cap Sheet: self adhering Mean Roof Height: 1 6Roof Covering: LVilla�900 oncrete it Type & Size L 3 X 3 Drip Edge: _ 15.36 2010 FLORIDA BUILDING CODE — BUILDING SECTION "02 HUGE U VELOCOTY HURRUOANE ZONES REQUORED OWNERS NOTUFUCATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of fine. 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 44 of the Florida Building Code, Building govern the minimum requirements and standards o'r 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 adjacent box indicates that the item has been explained. j1n & q,, Aesthetics -Workmanship: The workmanship provisions of Chapter 44, Section 4402 (High Velocity HunRicane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water Intrusion performance standards. Aesthetics (appearance) issues 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. ktq Chi 2. Rernaiiing Wood Docks: When replacing roofing, the existing wood roof deck may have to be remail in accordance with the current provisions of Section 844.03 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system.) SCC 3. common Roofs: Common roofs are those which haV® no visible delineation between nelghbonng 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. q ±4. Exposed Ce fings: 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. 5. Ponding hater: 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, bonding can be an indication of structural distress and may require the review of a professional structural engineer, bonding m*MyeshortIg • • • • the life expectancy and pgftrmance of the now roofing system. bonding con4itioal0may not• Se evident • until the original roofing system is removed. bonding conditions should be correb&d.' •. •• _ e. Overfiiow.scuppers (wall outlets): It is required that rainwater floold'e§o that the r of is npt••• over) aded from a build up of water. Perimeter/edge walls or other roof extensions'rf��ay.biock hip c ischar%�;,,, • if overflow scuppers (wall outlets) are not provided. It may be necessary to insVIT overflow scuppers ;,,• accordance with the Florida Building Code, Sections 4402, 4403 and 4413. ".". .00.00 •• as . 0000.. s. Ventilation: Most roof structurgs should have some ability to vent MIt' ; airflop thrpugh t".,;. interior of the structural assembly (the building itself). The existing amount of antic vtQntilatic:•andl? not Ile reduced, it may be beneficial to consider additional venting which can result in e;a.e0ndl;g the sgwlrp life Of the roof. • Ownee's/Agent's §7igr ture Date ignature 41,2 *el, -P -75P Proper7y�ddress/ hermit dumber 33� Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA. 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County 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: Villa 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. • • • • • . • •• 0000 00.0.0 • • • RENEWAL of this NOA shall be considered after a renewal application has been filed ad erg has -* * * p* change,,;, in the applicable building code negatively affecting the performance of this product. • TERNMATION of this NOA will occur after the expiration date or if there has been a rAK8 titi or chang2'in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an enddn'set4ent o;&*yproduc ,;;;; for sales, advertising or any other purposes shall automatically terminate this NOA. Failure;jq;Q&nply with any section.• of this NOA shall be cause for termination and removal of NOA. • • 0. • 0 • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Fhfiidt, and fo11 4ed b} the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, the; it sIall 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# 11-0713.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0308.20 Expiration Date: 09/21/16 Approval Date: 06/21/12 Page 1 of 7 MIAMI -DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CODE ADWNISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/oera Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA. 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County 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: Villa 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. • • • • • . • •• 0000 00.0.0 • • • RENEWAL of this NOA shall be considered after a renewal application has been filed ad erg has -* * * p* change,,;, in the applicable building code negatively affecting the performance of this product. • TERNMATION of this NOA will occur after the expiration date or if there has been a rAK8 titi or chang2'in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an enddn'set4ent o;&*yproduc ,;;;; for sales, advertising or any other purposes shall automatically terminate this NOA. Failure;jq;Q&nply with any section.• of this NOA shall be cause for termination and removal of NOA. • • 0. • 0 • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Fhfiidt, and fo11 4ed b} the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, the; it sIall 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# 11-0713.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0308.20 Expiration Date: 09/21/16 Approval Date: 06/21/12 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Cateeory Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This renews a system using Villa 900 Concrete Roof Tile, as manufactured Boral Roofing, LLC in Lake Wales, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code 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 Monier Lifetile LLC Villa 1= 17" TAS 112 Low profile, interlocking, high pressure extruded 900 w= 13" concrete roof tile equipped with one nail hole and %2" thick double roll ribs. For direct deck or battened nail - on, mortar or adhesive set applications. Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for use at w = varies hips, rakes, ridges and valley terminations. varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Lam ales, FL. 0000.. 0000 . . � ,�� • EV N7CE StBtrTED 0000.. Test'Aaencv • • • •' • Test Identifier Test Name/Report Date :Wilig *•••13343.1 EngMeert TAS 112 Apr. 2006 9969." 9 9 00.0.0 • fWdland Te*6196logies'..'.6 7161-03 Static Uplift Testing Dec. 1991 • • • • • • • Appendix III TAS 102 & TAS 102(A) . Redland T8 Mdlbgies 7161-03 Wind Tunnel Testing Dec. 1991 :*Go*: • > 00 : ' see Appendix II TAS 108 (Nail -On) Redland Technologies P0402 Withdrawal Resistance Testing of screw Sept. 1993 vs. smooth shank nails The Center for Applied 94-060B Static Uplift Testing March, 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) NOA No.: 12-0308.20 Expiration Date: 09/21/16 Approval Date: 06/21/12 Page 2 of 7 0 2.2 EVIDENCE SUBMITTED Test Agencv Test Identifier Test Name/Report Date Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 TAS 108 (Nail -On) The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC -76 TAS 100 The Center for Applied 25-7183-1 Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 (2 Quik -Drive Screws, Direct Deck) The Center for Applied 25-7183-2 Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 (2 Quik -Drive Screws, Battens) The Center for Applied 25-7214-2 Static Uplift Testing March, 1995 Engineering, Inc. 25-7214-6 TAS 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Celotex Corporation 528454-2-1 Static Uplift Testing Sep. 1998 Testing Services 520109-2 TAS 101 Dec. 1998 Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25-7584 December 1996 25-7804b-8 25-7804-4 & 5 25-7848-6 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers May 2006 Walker Engineering, Inc. Evaluation Calculations Two Patty Adhesive Set System • Avril 1999 Walker Engineering, Inc. Evaluation Calculations Restoring Moment Due to f rayrty • • -April 2006- • •; • ...... .. ...... .... . .. * * V o ...... . . ..... .. .. . ...... . . . . .... % NOA No.: 12-0308.20 Expiration Date: 09/21/16 Approval Date: 06/21/12 Page 3 of 7 U 3. UwrATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum 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 Villa 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight W (Ibf) Length -I (ft) Width -w (ft) Villa 900 Concrete Tile 10.94 1.425 1.08 Table 2: Aerodynamic Multipliers - I (ft3) Tile Profile I (ft?) A, (ft3) Batten Application Direct Deck Application Villa 900 Concrete Tile 0.289 0.289 0000.. • • • • --fable 3: Restoring Moments due to Gravity - Mg (ft-lbf) . Tile .3:':121, 4"•12" . 5"12116"•12" 7"•12" or greater 00Profile •• 0.00 0006.. ijha900 •• Battens• Direct Battens Direct Battens Direct Battens Direct Battens Direct :":"Deck Deck Deck Deck Deck 6 7.70 6.73 7.62 1 6.63 7.51 6.50 7.37 6.36 7.21 �bhbrete.�ile.0 NOA No.: 12-0308.20 Expiration Date: 09/21/16 Approval Date: 06/21/12 Page 4 of 7 0000.. 0006.. 0 0 0000 .. NOA No.: 12-0308.20 Expiration Date: 09/21/16 Approval Date: 06/21/12 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile 2 Flexible Products Company TileBond Average weight per patty 11.4 grams. 3MTm 2 -Component Foam Roof Tile Adhesive AH -160. Average weight per patty 8 grams. (min 15/32" plywood) (min. 19/32" plywood) 0000 • • • 0000, Villa 900 2-10d Ring Shank Nails 27.8 37.4 28.8 Concrete Tile 1-10d Smooth or Screw 8.8 11.8 4.1 Shank Nail 2-10d Smooth or Screw 16.4 21.9 7.1 Shank Nails 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip) 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip) Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Villa 900 Concrete Tile Adhesive 26.1 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 11.4 grams. 3MTm 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 Single Patty Adhesive Set Systems Tile Profile Tile Application Wil ailmum AVfthmeff esislFan Villa 900 Concrete Tile 3M 2 -Component Foam Roof Tile Adhesive AH -160 ... %. 86.61. 31VI2-Component Foam Roof Tile Adhesive AH -160 •.. • 45.6 9. • 3 Large paddy placement of 54 rams of Pol ProT°" 0000 • • • 0000, 4 Medium paddy placement of 24 rams of Pol ProT"" """ .... .. .. . ...... Table 8: Attachment Resistance Expressed as a Moment - M#(ft-1W) . . .... for Mortar Set Systems • Tile Tile AttachmwK Profile Application Resistance Villa 900 Concrete Tile Mortar Set 20.60 5 Seespecific mortar manufacturer's Notice of Acceptance NOA No.: 12-0308.20 Expiration Date: 09/21/16 Approval Date: 06/21/12 Page 5 of 7 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". LABEL FOR VILLA 900 CONCRETE TILE (LOCATED ON THE UNDERSIDE OF TILE 6. BUII.,DING PERNIIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. NOA No.: 12-0308.20 MLAWDAMCOUNTY Expiration Date: 09/21/16 �� Approval Date: 06/21/12 Page 6 of 7 .966 9 9 0.0000 606• 9 . 0 .00 . .. 0000.. 0000.. 6 .. 9699 0000. .. . 0000 0000.. 0000.. . .. .. 966669 6.0696 . 6 9 . 0000.. 9 6 9 .69.96 . . 6 0000 .. NOA No.: 12-0308.20 MLAWDAMCOUNTY Expiration Date: 09/21/16 �� Approval Date: 06/21/12 Page 6 of 7 lot 0 PROFILE DRAWING 131 /8a J- NOA No.: 12-0308.20 MIAMMADECOUNTY Expiration Date: 09/21/16 Approval Date: 06/21/12 Page 7 of 7 ..6. . . 0000 0000.. VILLA 900 CONCRETE ROOF TILE '..' 0 ... .' 0.0.00 END OF THIS ACCEPTANCE 0000.. 0000 .. 69666 96.60. 0000.. 0000 . 0000.. 0000.. . . . . 0000.. ....99 .. 0000.. .. .96. . 0000 NOA No.: 12-0308.20 MIAMMADECOUNTY Expiration Date: 09/21/16 Approval Date: 06/21/12 Page 7 of 7 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION 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 Underlayments 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. . • • • • . . . 0000 0000.. TERMINATION of this NOA will occur after the expiration date or if there has been a reivejgLoa or change Jr the ..0.:. materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any produce,• • • for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to tepnply a4y sec;on • of this NOA shall be cause for termination and removal of NOA. • • • • •' :0 • • 0000.. 000•. 0 . 0000.. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade Cou�y, kjorida, aqd followed: • by the expiration date may be displayed in advertising literature. If any portion of the RDA is dip ayed,1h&& it shall be done in its entirety. : 0 0. 0 : 0 0 0 0 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.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 1 of 8 ROOFING COMPONENT APPROVAL Category Roofing Sub -Category: Underlayment Material: SBS, APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: NOA No.: 12-0713.02 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 65'8" x 3'32/891 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 3'3218" 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 3'3218" 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 3'3-'/g" 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 .0000• 0.0.00 .: OPolystic1M P 0 0 0 0.. Roll: TAS 103 and A rubberized asphalt waterproofing membrane, .VUderlaymont • • • • -32'10" x 3'3218" ASTM D 1970 glass-fiber/polyester reinforced, with a granular ' ' *0 "• •. ..�iu. fact�6rt�igLocati4t�.. 130 mils thick surface designed for use as a tile roof •0.x&1. 0000.. underlayment. ...000 0.0000 . .. .. .'Polystick Tile Pro :':": Roll: TAS 103 and A rubberized asphalt self -adhering, glass - 0 * * 0 • • 0 •' • g 9 •Lcati®n • Mcanufacturan o• 6 P x 3'3 3/8" ASTM D 1970 fiber/polyester reinforced waterproofing ;' • #2' ... • ..' 60 mils thick membrane. Designed as a metal roofing and roof so** tile underlayment. Polystick Dual Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass - Manufacturing Location 61' x 3'3218" ASTM D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 2 of 8 , PRQDUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick TU Max Roll: TAS 103 and A rubberized asphalt self -adhering, polyester Manufacturing Location 65'8" x 3'3-3/8" ASTM D 1970 reinforced waterproofing membrane. Designed #2 60 mils thick as a a roof tile underlayment. MANUFACTURING PLANTS: 1.Hazelton, PA 2.Winter Haven, FL EVIDENCE SUBNIITTED: Test ALYen Test Identifier Test Name/Revort 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 PRIO1111 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 009A29/06 PUSA-033-02-01 ASTM D 1970 . •. •AtM2/06 • • • •; • PUSA-055-02-02 TAS 103 0 612/1:0/07 ' • PUSA-083-02-01 TAS 103 6 . . . . • 00730/08 , • • �, PUSA-089-02-01 TAS 103/ASTM D4798 & G S5 ..07406/09 Momentum Technologies, Inc. JX201-17A TAS 103/ASTM 1)4798& 0 55 : 8441/08 • •; • • RX14E8A TAS 103/ASTM D4798 & 13rS3 "11149/09 "' • • DX231)8B TAS 103/ASTM D4798 & W15 0 02/18/10 � � � •: • DX23138A TAS 103/ASTM D4798 8C G1'S 0 02/18/10 .6009. �•.,;e • 6 • 66 6 996966 •669 9 9 • 6.66 NOA No.: 12-0713.02 M MUUWI Coag 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 H or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) 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 3-1/2" 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 ...... .... . . 00.00• •• 0000•• • • • • 0000•• 0000.• • • • •• 0000 00000 •• • 0••• •0.0• • • ••0••• 0000•• • • 0000•• • •• •• • • • 0000•• 0000•• 0000 NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 4 of 8 GENERAL LIlVIITATIONS: 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 da s MTS IR -Xe TU TU Plus TU P I Tile Pro Dual Pro TU Max Winter Haven, FL. 180 180 180 180 Lj80 180 180 90 Hazelton, PA. N/A 30 30 180 N/A I 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, TU Polystick TU Plus, TU P, Tile . • ONEU • • Pro . • 00 ••• •• . .••00 Flat Tile Prohibited without 5:12 No limitatimr : • • No lunrtatiorr • • battens 0.0006 • 00, Profiled Tile Prohibited without Prohibited No limitatio* • • • Jo 46itatiol" battens 000990 0 0 &9:, The above slope limitations can be exceeded only by using battens and counter bats W*ps&jiji accordagce with the. • Approved Tile System Notice of Acceptance and applicable Florida Building Codt requirement . •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 LI1vIITTATIONS: (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. m CL 0 H N r t0 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 COUNW 0000 ,...� • s 0.6666 9906 • • .;.$.VMDOC TERN QUIREMENTS: see• :*-A a licatiotfor�building permit shall be accompanied by copies of the following: . • • ' 'his 4otfce ®f AccepMce. 0••66 • • 60.0.6 • • •Z.Qny otlfe4'd4cumeiltesi'Qquired by the Building Official or applicable building code in order to properly evaluate • • the installation of tki mgerials. • •••••6 • • s so*: • 00 0000 NOA No.: 12-0713.02 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'/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 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 sgbstples. Poi*67ss • • • • requires a minimum of 40 lbs for a weighted roller for the rolling of the field memllt"ane' HanU'Pt1jl*s are • acceptable for rolling of patches or small areas of the roof. Brooming may be usetrM Te slope pr8Aibits rolling. 0. • • • • • • 11. All approved substrates should be dry, clean and properly prepared, before any ap,'liddtion ofToi"tick • •; • •. ... . ..... membranes commences. An approved substrate technical bulletin can be furnish e.J �.po0 requ t. -A is recommended to refer to applicable building codes prior to installation to verify acpcptAble substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick ifiembAnes a'bd,.:. """ PolyProtector UDL can be furnished upon request by our Technical Services DepaWelt by callipg 1 (80e�•60 894-4563. 06:6 0 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 (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE .... 9999.. 9999 . . . 9999.. 9999.. .. 9999 9999. .. . 9999 9999.. 9999.. . 9999 9999.. 9.0960 . . . . 9999.. 9999 .. NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 8 of 8