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RF-14-84Miami Shores Village - - Building Department I � del 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972®.moa oo®o®000Q9c INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 20 l� Permit No. 01(—_ I _� " PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 137 NE 92 ST Miami Shores, FL Master Permit No. RC -5-13-1155 ROOFING City: Miami Shores County: Miami Dade ;Zip: 33138 Folio/Parcel#: 11-3206-013-3170 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): Patricia Lieber Phone#: Address: 137 NE 92 ST City: Miami Shores State: Florida Zip: 33138 Tenant/Ussee Name: NSA Phone#: Email: CONTRACTOR: Company Name: A & J ROOFING CORP phone#: 305-599-2782 Address: 4337 E 11 Avenue City: Hialeah State: Florida gip; 33013 Qualifier Name Miguel Guerrero Phone#: 305-599-2782 State Certification or Registration #: CCC1328038 Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: � p�7 Value of Work for this Permit: $ a QQ Square/Linear Footage of Work: Type of Work: ❑Addition OAlteration lRNew ORepair/Replace ❑Demolition Description of Work: New Tile Roof & Waterproofing Color thru tile: ���������a•�x�x�•x���x�x��x���x��x�n���x�•�x�x�x�x�x�•�x�x�xFees���x�xa�x��x�x�x�•x��x�xa��x�������x�nx�x�x��u����•��x����xa�a��x��• Submittal Fee Scanning Fee $ Permit Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO/CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a; ection fee will be charged. 6 Signature Signature or Agent / 1/ Contractor The foregoing instrument was acknowledged borbre me this JThe foregoing instrument was acknowledged before me this day of , 20,x, by Anlk&i !I '1 rew nd P—Z day of "Oa 0A , 201 q., by LV, 'k!G QVA GUQlr9f who is personally known to me or who has produced who is me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My APPROVED BY MICUEL GU9RRtR0 MY COMMISSION # DD973716 EXPIRES March 22, 2014 "/ 1 as NOTARY Sign: Print: My Commission and who did take an oath. ARACELYS AL F RON6Q M1'MWSS1M# EE 192500 EXPIRES: April 27, 2016 www nm ftw N& Uwawritrs Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2^d Ave Miami Shores, FI 33138 Re: Owners Name: Patricia Lieber Property Address: 137 NE 92 ST Miami Shores, FL 33138 Roofing Permit Number. Date: 12/16/2013 Dea uilding Official: that I am not required to retrofit the roof to wall connections of my building becausel ❑ 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. ci 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 F rida Building Code (1994 SFBC) -- Signature Print Na State of Florida County of Dade 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 %S_ -JA N/ _day of 2 a 1 Notary Public, Sate of Florida at Large MIGUEL GUERRERO 'MY COMMISSION # DD973716 EXPIRES March 22, 2014 • When the just valoation of the sdurture for purpose of ad valorem taxation is equal to or more than $300,000.00, and the bultding was not constructed with FBC nor a 1994 SFBC. Then you must provide a butding application from a General Contractor for the Roof to Wall connection Hurricane Option. Revised on 512112009 � "rte ��x "fir, � ";�.�� � �� �, �.. , „ .. _� �. - .x. _ ... A`oRo� CERTIFICATE OF LIABILITY INSURANCE iii i 014 r' 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: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(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). PRODUCER Casualty Systems Inc. 3331 SW 107 Ave Miami FL 33165 CON7 NAME: A Juan Hernandez (305)551-0590 P No (305)551-0857 PHONE14A W ADE SS .admin@ casualtysystems.com INSURER(S) AFFORDING COVERAGE NAIC # RERA-Arch Specialty Insurance Cc INSURED A 6 J Roofing Corp. 7947 NW 64 St Miami FL 33166 RER B: RER C : LINSURER D: RER E: 1INSURER F: COVERAGES CERTIFICATE NUMBER.-CL099200990 REVISION NUMBER: 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 CERTIFICATE 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. INSR LTR TYPE OF INSURANCEADDLSUBR THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN POLICY NUMBER POLICY EFF MMIC POLICY EXP MMIDD LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE ❑X OCCUR 10050 NE 2nd Ave. Miami Shores, FL 33138 0006863 1/28/201311/28/2014 Juan Hernandez/YOYI - EACH OCCURRENCE $ 1,000,000 PREMISES (Ea occurrence) $ 100,000 MED EXP (Any one person) $ 5,000 PERSONAL BADVINJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'LAGGREGATE LIMIT APPLIEPOUCY PROSPER: X LOC PRODUCTS-COMP/OPAGG $ 27,000,000 $ AUTOMOBILE LIABILITY ANY AUTO AUTOS SCHEDULED NON -OWNED HIRED AUTOS AUTOS COMEa aBWED SINGLE LIMIT cddent BODILY INJURY (Per person) $ BODILY INJURY(Peraccidenp $ PROPERTY DAMAGE $ Pe acddent UMBRELLA LIAR EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNEROECUTNE YIN OFFICF_R/MEMBEREXCLUDED? El (Mandatory in NH) If yyes descibe under DESG�RIPTION OF OPERATIONS below NIA WC STATU- OTH- E.L. EACH ACCIDENT $ E.L DISEASE - EA EMPLOYE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional RemaftSchad de, K more apace is required) CERTIFICATE HOLDER CANCELLATION ACORD 26 (2010105) INS02B tgnimsi m ©1988-2010 ACORD CORPORATION. All rights reserved. Tho ACORn namo anti Inn^ aro ronlatororl marls ^f ACORn SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. City of Miami Shores Building Dept. AUTHORIZED REPRESENTATIVE 10050 NE 2nd Ave. Miami Shores, FL 33138 Juan Hernandez/YOYI - ACORD 26 (2010105) INS02B tgnimsi m ©1988-2010 ACORD CORPORATION. All rights reserved. Tho ACORn namo anti Inn^ aro ronlatororl marls ^f ACORn I CERTIFICATE OF LIABILITY INSURANCE Date 12/24/2013 Producer: Lion Insurance Company This Certificate is Issued as a matter of Information 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 MAIC # (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: Insurer C: Insurer D: Insurer E: Coverages The policies of insurance listed below have been Issued to the Insured named above for the policy period Indicated.Notwithstanding any requirement tens or condition of any centred or otherclocument with respect to which tihis certificate 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. Aggregate limits shown may have been reduced by paid claims. INSR LTR ADDL INSRD 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 1:1Occur Damage to rented premises (EA occurrence) Mad Exp Personal Adv Injury General aggregate limit applies per: Policy ❑ Project ❑ LOC General Aggregate Products - Comp/Op Aga AUTOMOBILE LIABILITY Combined Single Limit (EAAcdderd) $ Auto Bodily Injury All Owned Autos (Per Person) Scheduled Autos Badly Injury Bo Hired Autos Non -Owned Autos (Per Accident) Property Damage (PerAocident) EXCESS/UMBRELLA LIABILITY Each Occurrence Aggregate ❑ Clairra Made ROcaur Deductible A Workers Compensation and WC 71949 01/01/2014 01/01/2015 X WC Statu- OTH- Employers' Llability tory Limits ER E.L. Each Accident $1,000.000 Any proprietor/partner/executive officer/member E.L. Disease - Ea Employee $1,000.000 excluded? NO If Yes, describe under special provisions below. E.L. Disease -Policy Limits $1,000,000 Other Lion Insurance Company is A.M. Best Company rated A- Excellent). AMB # 12616 Descriptions of Operations/Locatlons/Vehlcies/Exclusions added by Endorssment/Speclal Provisions: Client ID: 91-67-590 Coverage only applies to active employee(s) of South East Personnel Leasing, Inc. & Subsidiaries that are leased to the following "Client Company": A &7 Roofing Corp Coverage only applies to injuries Incurred by South East Personnel Leasing, Inc. & Subsidiaries active employee(s), whlle working in: FL. Coverage does not apply to statutory employee(s) or Independent contractor(s) 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 calling (727) 938-5562. Project Name: ISSUE 12-2413 (TLD) Begin Date 12/12/2013 CERTIFICATE HOLDER CANCELLATION CITY OF MIAMI SHORES BUILDING DEPARTMENT Should any of the above described policies be cancelled before the expiration date thereof, the Issuing Insurer will endeavor to mail 30 days written noire to the certificate holder named to the lett, but failure to do so shall Impose no obligation or liability of any Idnd upon the Insurer, its agents or representatives. 10050 NE 2ND AVE MIAMI SHORES, FL 33138 ✓ G A -1Z L A B, August 28, 2014 A & J Roofing 4337 E 11 Ave Hialeah, FL 33013 RE: TILE UPLIFT TEST PROJECT INFORMATION PROVIDED BY THE CLIENT: 137 NE 92 St Miami Shores, Florida Folio #: 11-3206-013-3170 Permit#: RF -1-14-84 Date inspected: August 27, 2014 Date completed by: August 5, 2014 Roofing Contractor: A & J Roofing Company Carlab, Inc Project # 14-7947 Testing lab Certificate #: 09-0127.04 Dear Sirs, 11 10T Ca In accordance with your request and authorization, a representative of Carlab, Inc completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No. 106 Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was estimated to be less than 1800 square feet, and the mean height of the roof is estimated to be less than 20 feet above ground surface. The type of tile used for this project was reported to be Altusa Spanish S Roof Tile. This tile was reported to have been foamed in place. At the time of this testing at least one test for every 100 square feet of roof tile in the perimeter area and one test for every 200 square feet of roof tile in the field area were performed. These results are valid at the time of testing only, walking on the roof surface or any other type of disturbance may loosen the tiles and alter the results of this test. Based on our test results, we conclude that the installation of the roof tile at the above referenced project meets the test requirement outlined in the above mentioned protocol. Attached please find a copy of our test report for your review. or if we may be of further assistance, please do not hesitate to contact the 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 *FAX: 305.226.0438 Test Test load (Ibf) Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass TILE UPLIFT TEST FOR 137 NE 92 St Miami Shores, Florida Project#:14-7947 Test Test load (lbo Test Status 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass 71 35 Pass 72 35 Pass Test Test load (Ibf) Test Status 73 35 Pass 74 35 Pass 75 35 Pass 76 35 Pass 77 35 Pass 78 35 Pass 79 35 Pass 80 35 Pass 81 35 Pass 82 35 Pass 83 35 Pass 84 35 Pass 85 35 Pass 86 35 Pass 87 35 Pass 88 35 Pass 89 35 Pass 90 35 Pass 91 35 Pass 92 35 Pass 93 35 Pass 94 35 Pass 95 35 Pass 96 35 Pass 97 35 Pass 98 35 Pass 99 35 Pass 100 35 Pass 101 35 Pass 102 35 Pass 103 35 Pass 104 35 Pass 105 35 Pass 106 35 Pass 107 35 Pass 108 35 Pass 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 •FAX: 305.226.0438 Test Test load (lbf) Test Status 109 35 Pass 110 35 Pass 111 35 Pass 112 35 Pass 113 35 Pass 114 35 Pass Test Test load Test (Ibf) Status Test Test load I Test (lbf) I Status 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 •FAX: 305.226.0438 N vi z w a U N 56 1 CH FLAT ROOF + + + PS QP LEGEND�QO� + FIELD TEST �� — PERIMETER TEST O CORNER TEST C A IZ L A 7B, I N C. 7 ENGE4M AND PLANNERS CERTMCATE OF AUMORMnON 6419 8730 SW. 25 Sr,Na"M FL 33165 TEL, 305 2833312; FAM 305 2269435 APPR❑X, ROOF TEST L❑CATI❑NS AND DIMENSI❑NS I'.! c � O � �+' {�,Ro')`4~ 1 f �� ML I V.. 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'Aan Nona 611076 AMMON MINARM un is OUR SOXYdIUM: %)I vAASXr.ilA%X ::am ------- I.."NINSENE Alums Iry IN :1 70orwraw In: Ma son awmansada AMMON aasliaalaliaaaalalsi;llalK�:,tsaaalla alias im:;r*:::4 M:Ir-:- r r-imna1Z a:11 l moo IixrI:r a r rva in a*mono amomason uji: v L - ---------- N f N z INNS 5*0 !w*zAw*xvjkwM am= :X Floes Bulling Cade 2010 EMU= High Velocity Hurricane Zone Uniform Permit Application Farm Fill In 8padft ftdAUBMW CWnnnsnb and Wenfl MWMkdwW Of wavanstland me" OQeeft=%40) DesignVJbd fin uer. From RAB 10wCabdebm F 4:j�g Rn�Pm "O s•NMdL2d� [r8� m • Tk* FV eel .. ••• • • • • . �L • flarfARM. (jars . .. . . . . ... .. ... .. . . . .. • •• • •• •• • • ••• • • • • •.• • • • • • • • • • • • • • •• •. • • • •• .• ••• • • • ••• • • Jrjog 'All, X ' I i I Y I r% Modds Balding Code 2010 Wilton High Velocity Hunkers Zone Uniform Permit Apeman Form ReotlAo, R ( and Rost Edam rr . m Ridas Wnfa1? Cap ii — "- r 7fui�i� CON~ 4 a . ......... . .. ... .. . .... • • • • • • • • • • • • ••• . • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . P Y . COUNTY NIIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) w".miamidade.eov/economy Sealoflex Waterproofing Systems, Inc. 2520 Oscar Johnson Dr. Charleston, SC 29405 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: Sealoflex Roof Systems over Concrete Deck. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distriWoss and shau be avajlable for inspection at the job site at the request of the Building Official. 'chis ATOA?jvitejly=1* Ap.12-0227.04 and consists of pages 1 through 18. .The cxf m%dd Mu$ieiitaadn was reviewed by Jorge L. Acebo. . ... . •.• •.• . • • . . • .. . .. . •• .. . • COUNTY •,. L _-__1•DADE • • • ••. • • NOA No.: 12-0418.04 Expiration Date: 05/02/17 Approval Date: 05/16/13 Page 1 of 18 c ROOFING SYSTEM APPROVAL Category Roofing Sub -Category: Liquid Applied Roof Sytems Material: Elastomeric Deck Tyne: Concrete Maximum Design Pressure: -475 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Dimensions Sealoflex Pink® 1 or 5 gal. Sealoflex Finish Coat° 1 or 5 gal. Sealoflex CT Pink"m 1 or 5 gal. Sealoflex CT Top'm 1 or 5 gal. Sealoflex Fabric" Solvent roof coating. Cemflexm 1 or 5 gal. Metal Etch Primer's 1 or 5 gal. Sealobond Primer 1 or 5 gal. Sealoment Plus' 50 lb. bags Dampseal 101"° 1 gal. or 1 quart kits Sealoflex Buttergrade7 1 or 5 gal. Sealopatch7 501b. bags Corabase'm 50 lb. bags .. ... . . . . . . . Seal®flexVlaslim 1 or 5 gal. ..'Cid .. .. . ... .... ... . . . . . . . . . . . . .. . .. .. . . MW MI•DADE COUNTY ROVED ... . . . . ..... . . . . . . . . . . . . . . .. .. . . . .. . . ... . . . ... . . Test Product Specification Description ASTM D6083 Acrylic base and saturation coat. ASTM D6083 Acrylic roof coating. ASTM D6083 Solvent base and saturation coat. ASTM D6083 Solvent roof coating. Proprietary Non -woven polyester reinforcing fabric for use in the Sealoflex roof system. TAS 114 Additive used to produce Cemflex Slurry, a base liquid coat for use over concrete substrates. Proprietary Primer for all unprotected metal surfaces. Proprietary Primer for use over painted concrete, wood or steel, or unpainted masonry substrates. Proprietary Primer for concrete or lightweight concrete. Proprietary Two component epoxy primer for use over concrete. Proprietary Trowellable waterborne paste for surfacing irregular substrates. Proprietary Portland cement based single component thixotropic patching and repair mortar. Proprietary Polymer modified portland cement powder used as a tile adhesive. Proprietary Trowellable or brushable waterborne paste. NOA No.: 12-0418.04 Expiration Date: 05/02/17 Approval Date: 05/16/13 Page 2 of 18 Test Product Product Dimensions Specification Description Wearcoat"° 1 or 5 gal. Proprietary Liquid applied emulsion coating . . (available in smooth or non-skid version containing aggregate) for pedestrian traffic surfaces. Coraflex7 1 or 5 gal. Proprietary Liquid applied, water dispursed, resin based coating for pedestrian traffic surfaces. APPROVED INSULATIONS: Product Name ACFoam-II, ACFoam-III H -Shield ISO 95+ GL Multi -Max FA -3 ENRGY 3 DensDeck, DensDeck Prime High Density Wood Fiberboard XPS EPS APPROVED FASTENERS: Fastener # Product 1. DekFast 14 .. ... . . . . . . . . ......... . .. ... .. . . . .. . •.• . 0:0 •.• . . . . . . . . . . . . •• . •• •• • • MIAMWADE COUNTY ... . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate Insulation Polyisocyanurate Insulation Polyisocyanurate Insulation Polyisocyanurate foam insulation Fire resistant rated gypsum Non -Asphaltic fiberboard Insulation Type IV Extruded polystyrene with a minimum density of 1.6 pcf Type IX Expanded polystyrene with a minimum density of 1.8 pcf Manufacturer (With Current NOA) Atlas Roofing Corporation Hunter Panels, LLC Firestone Building Products Company, LLC Rmax Operating, LLC Johns Manville Corporation Georgia-Pacific Gypsum, LLC Generic Generic Generic TABLE 3 Description Dimensions Manufacturer (With current NOA) #14 Fastener for steel, #14 dia. x 12" SFS Intec, Inc. wood or concrete max. length NOA No.: 12-0418.04 Expiration Date: 05/02/17 Approval Date: 05/16/13 Page 3 of 18 EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date Dynatech Engineering Corp. 4211-12.94-2 TAS 114 D 12/18/94 4213.04.95-1 TAS 114 H 04/01/95 Exterior Research & Design, LLC. #7050.02.96-1 TAS 114 H 03/01/96 #4210.04.96-1 TAS 114 H 05/28/96 #4451.11.95-1 TAS 114 H 11/14/95 #4213.07.97-1 TAS 114 D 07/15/97 #4213.09.00-1 TAS 114 10/20/00 .. 4235.05.05-2 TAS 114 06/01/05 . ... #4223.02.03 TAS 114 H 02/27/03 ... 4210.06.02 TAS 114 06/17/02 4234.10.05 TAS 114 10/20/05 Factory Mutual Research Corp. 3015470 FM 4470 04/29/04 3023963 FM 4470 04/20/06 . 3023963 FM 4470 04/20/06 Celotex Testing Center, Inc. MTS Job No. 258211 TAS 143 05/20/98 Trinity I ERD S35600.11.11 ASTM D6083 11/22/11 ••• S30750.03.10 ASTM D6083 03/24/10 S12420.02.10 -2-R1 ASTM D6083/TAS 114 H 04/02/10 S33930.09.11 ASTM D6083 / TAS 103 09/14/11 TAS 114 D/ASTM D1623 4235.05.05-1-R1 TAS 114 D/ TAS 114 J 04/30/13 S44670.04.13 -R2 Physical Properties 05/08/13 PRI Asphalt Technologies SOF-007-02-01 ASTM D6083 07/14/04 .. ... . . . . . .. . ...... ••• . .. ... .. . . . . . ... . ... ... . . . . . . . . . . . . .. . .. .. . . • • ••• • . • MIAMI•DADE COUNTY . % .. • • . % •. ••• 0 0 0 000 0 • NOA No.: 12-0418.04 Expiration Date: 05/02/17 Approval Date: 05/16/13 Page 4 of 18 Membrane Type: Liquid Applied Membrane Deck Type 3: Concrete Decks, Non -insulated Deck Description: 2500 psi structural concrete or concrete plank System Type F(1): Sealoflex System applied directly to substrate. All General and System Limitations apply. Primer: Prime concrete decks with one of the following options: • Sealoment Plus' at 300 ft2/50 lb. bag. Allow for 24 hour cure. • Dampseal 101"` at 100 to 150 fl?/gal in two coats. ® • Sealobond Primer"' at 250 fl?/gal. Membrane: Apply Sealoflex Pink® at 80 ft2/gal followed by Sealoflex Fabric"' with 3" overlaps followed by a saturation coat of Sealoflex Pink® at 80 ft /gal and, upon drying, two coats of Sealoflex Finish Coat" at a combined rate of 70 ft2/gal. Surfacing: (Optional) Apply two coats of Wearcoat"' at a combined rate of 90 R2/gal or Comflex"' at a rate of 20 ft2/gal followed by two coats of Wearcoat"° at a combined rate of 90 f2/gal. Maximum Design Pressure: -347.5 psf; (See General Limitations #9) NOA No.: 12-0418.04 Expiration Date: 05/02/17 Approval Date: 05/16/13 Page 15 of 18 . . . . . • . • . . . .. . .• .• . . MIAMIOADE COU .. 0•• 0 0 0 ••• 0 0 NOA No.: 12-0418.04 Expiration Date: 05/02/17 Approval Date: 05/16/13 Page 15 of 18 . t . A CONCRETE DECK SYSTEM LINIITATIONS: 1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shall be performed to determine equivalent or enhanced fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117, calculations shall be signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may beinstalled in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchorlbase sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced • • • J%stej4g at enkgceq pressure zones (i.e. perimeters, extended comers and comers). (When this lip►it41§oQ 4 speeifjcally referred within this NOA, General Limitation #7 will not be applicable.) �1. Au;AdItt 1�L'tef t herein shall have a quality assurance audit in accordance with the Florida Building •. • Lode Ad )'yule P-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE . 0:0 • ... ... . . . V: . • .. . .. • • • • • ... • . • NOA No.: 12-0418.04 MIAM4DADE COUNTY Expiration Date: 05/02/17 • • . • Approval Date: 05/16/13 Page 18 of 18 • .w , jan 30 13 08:b4a Silvia uruzaivalez tertek ETL Lasted Directory Back Product Description Title: ROOF COVERING SYSTEMS Company: SEALOFLEX, INC. - Charleston. SC USA Product CLASS "A" Information: Comb. Deck (AC -1) Slope: 2:12 http:f/etlwhidirecto y etas vfm tcm!WebCliergsllTSlDIRPToducMust7... Mfereek � Inttertsle 2. Optional polyisucyanurate insulation hoard. any thickness, mechanically fastened. 2. Minimum 1/4" thick "Dens Deck" mechanically fastened or applied in hot asphak. 3. "Sealoflea Pink", applied at a coverage rate of 2.5 gal; i 00 sq. ft. 4. *"Sealoflex Fabric", imbedded per manufacturer's instruction. S. *"Sealoflex Finish Coat". applied at a coverage rate of 1.43 gaVl00 sq.ft Von -Comb. Deck (AN -1) Slope: 2:12 1. Polyisocyanurate insulation board, any thickness. mcc:hmtically fastened. Note: The polyisouyanurate insulation board is optional if the Sealotles system is applied over gypsum or concrete surface. 2. Optional min. 1/4" thick "Dens Deck" mechanically fastened or applied in hot asphalt, 3. *"Sealoflex Pink", applied at a coverage rate of 2.5 guV1 00 sq.fL 4. *"Sealoflex Fabric", imbedded per manufacturer's instruction. 5. *"Sealoflex Finish Coat", applied at a coverage rate of 1.43 gaI/l00 sq.fL Non -Comb. Deck(AN 2) Slope: 2:12 --• • • • • . • . . . _. Minimum 1.4" thick "Dens Deck" mechanically fastened • • • • • • • • • • • or applied in hot aspltalG • • • • • • • • • • • • 2 *"Sealoflex Pink", applied at a covelaae rate of 2.5 • ••• • ••• ••• • . .. . .• •• . . • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 009 0 • Cor+ta.l Us Amen s+1.888-347.5478 (or ++ 1-607-758-U34) Email dirbst0intertekcom 1rMrt&. H0.11F PruduLt :)'rm1 w ea Inspector Center Get up-to-date information on everythingfrom our Aorrediti tions to our Certifications am! Marks. Learn more... News Intertek Lkweils Now Design for Product Safety and Quality Certification Maras. t"[Q 3x'612012 9:59 AM Jan 30 13 U8:54a 5nvia uruzaivarea rtetwk ETLListed Directory httpJ/etlwhidkeetc:yedl-err3mc7re..'WebClieTbffSIDLP/products.mi7.. O Zn0 kAwtvk At FtVM RVM%T l gall IOU sq. fL Au oaa�!�a�aMse�Aoer�amasarema�xopenyarhmrraspe�oeaa�eis. 3. *'1Sealofle\ Fabric", imbedded per manufacturer's instruction. 4. ""Sealotlex Finish Coar, applied ata coverage rate of 1.43 gal,1100 sq. J1. Non -Comb. Heck (AN -3) Slope: 2:12 1. Optional Insulations: Manulacuirersp:cifted, certifw:d roofing insulation. Polyisocyanuraw insulation board or equivalent, 2. Optinnal min. 114" thick "Dens Deet:" mechanically fastened or applied in hot asphalt. 3. "Sealoflex CT Pink", applied at a coverage rate of 2.5 gaU100 sq.ft 4. "Sealoflex Fabric'; imbedded per marufaeturet's inswclion. 5. *"Saaioflex CT Top White, applied at a coverage rate of 1.43 gal/I00 sq.ft. Non -Comb. Deck (AN -4) Slope: 2:12 i. Optional Insulations: Manufacturer specified, certified roofing insulation. Potyisocyanuntte insulation board or equivaient 2. Min. 1/4" thick "Dens Deck" mechanically fastened or applied in hot asphalt. 3. *"Sealoflex Cr Pink", applied at a coverage race of2.5 c; tl: t00 sq.ft. 4. *"Sealoflex Fabric". imbedded per mamdhcwroes instruction. 5. *"Sealoflex Cr Top White", applied ata coverage rate of 1.43 gal/ sq.fi. Non -Comb, Deck (AN -5) Slope: z:tiz 3/612012 9:59 AIM 1. Optional Insulations; Manufacturer specified, certified roofing insulation. Polyisocyatturate insulation board or equivalent 2. *"5ealoftex CT Pink", applied at a coverage rate of2.5 gal/100 sq.ft. 3. *"Sealoflex Fabric", imbedded per manufacturer's instruction. • . .. • • . • • • • •4. ""Sealoflex Ci Top White". applied at a coveraire rale -•• • • • • • • • • of lA3 gal/100 sq.ft. • •• • • • • ••• • • • • • • • • • • • •+ Manufacturer's designation • ••• • ••• ••• • • • • • • • • • • • jf2• •• •• •• • • • ••• • • • ••• • • • • ••• • • ••• • • • ••• • • 3/612012 9:59 AIM v MIAMI-DADE COUNTY MIAMI- PRODUCT CONTROL SECTION ® DADE 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOM www.miamidade.my/economy Sulacer USA, Inc. 6801 NW 77 AVE, Suite #302 Miami, FL 33166 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: Altusa "S" Clay Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shalUge Wadable Tor. NAsptctiou at the j ob site at the request of the Building Official. •• • • . • • . .. . . . . ... . This 10A.WMN0.411oy1 W M07.03 consists of pages 1 through 9. The submitted documentation was reviewed by Juan E. Collao, R.A. . ... .... ... . . . . . . . . . . . MAMFDADE COUNTY ... . . . • •.. • . ..• . • . ••. . • G0a.o--." NOA No.: 12-1203.07 Expiration Date: 08/26/14 Approval Date: 09/19/13 Page 1 of 9 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Clay Deck Type: Wood 1. SCOPE This approves a roofing system using Altusa "S" Clay Roof Tile as manufactured by Sulacer, S.A. de C.V. in Pimienta Cortes, Honduras and distributed by Sulacer USA, Inc., as 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 Dimensions Applicant Altusa "S" Clay Roof Tile Length: 18-3/4" Width: 10-3/4" Thickness: 0.46" Height: 3.6" Trim Pieces Length: varies Width: varies varying thickness 2.1. MANUFACTURING LOCATION 2.1.1. Pimienta Cortes, Honduras 2.2. EVIDENCE SUBMITTED Test Agency American Test Lab of South Florida American Test Lab of South Florida American Test Lab of South Florida American Test Lab of South Florida The CmAer fvr Applipd• • • Engiftring,Snc • ::: :.: • • . The C2ntef fdr Applied • • Engineering, Inc. . ... .... ... . . . . . . . . . . . • •• . • • • MIAMNDADE COUNTY M..I � ... . . . ... . . Test Product Specifications Description ASTM C 1167 High profile, one-piece, `S' shaped single roll clay tile with a nominal 2-'/2 inch headlap. For direct deck nail -on, mortar set, or adhesive set applications. TAS 112 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Identifier RT0426.01-11 RT0706.01-11 2397-116 RT0712.02-13 Test Name/Report ASTM C 1167 Static Uplift Testing TAS 101 ASTM C 1167 ASTM C 1167 94-083 Static Uplift Testing TAS 101 (Adhesive Set) 94-084 Static Uplift Testing TAS 101 (Mortar Set) Date 05/07/11 07/11/11 06/28/07 07/19/13 April 1994 May 1994 NOA No.: 12-1203.07 Expiration Date: 08/26/14 Approval Date: 09/19/13 Page 2 of 9 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing PRI Asphalt Technology, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. .• ••• . . • . . •• . ...... ••• . 0.0 . • .. . . . . . . . . .. . • • • MMI-DADE COUNTY IA ••• • • • • ••• • • • • • • • • • . •• .• . • . •• •. 25-7200-1 Project No. 307025 Test #MDC -78 MTS 520649 CLF -003-02-01 7161-03; Appendix III 7161-03 Appendix II Letter Dated Aug. 1, 1994 P0631-01 P0402 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Static Uplift Testing TAS 102 (Quick -Drive Screws, Battens) Wind Driven Rain TAS 100 TAS 102(A) TAS 102 TAS 102 Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Aerodynamic Multiplier 25-7183 25-7094 25-7496 25-7584 25-7804b-8 25-7804-4 & 5 25-7848-6 Feb. 1995 Oct. 1994 May 2000 October 2001 Dec. 1991 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 March 1999 March 1995 February 1996 April 1996 December 1996 NOA No.: 12-1203.07 Expiration Date: 08/26/14 Approval Date: 09/19/13 Page 3 of 9 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 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 Miami -Dade Product Control 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. 3.7 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. 3.8 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Altusa `S' Clay 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 -1 (ft) Width -w (ft) Altusa "S° Clay Roof Tile 6.5 1.56 0.9 Table 2: Aerod namic Multipliers - A. ft Tile Profile x (ft) Batten Application ;L (fe) Direct Deck Application Altusa "S" Clay Roof Tile 0.253 0.28 Table 3: Restoring Moments due to Gravi - M ft -Ib Tile Profile 3"• 12" or less 4"• 12" 5"• 12" 61• 12" 7"• 12" or greater Altusa °S° Clay Roof Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 4.47 5.35 4.40 5.27 4.31 5.16 4.20 5.03 4.08 4.89 NOA No.: 12-1203.07 Expiration Date: 08/26/14 Approval Date: 09/19/13 Page 4 of 9 .. ... .. . .... • • • • • .. . • MAMPDADE COUNTY • • ••• • • • • ••• • • NOA No.: 12-1203.07 Expiration Date: 08/26/14 Approval Date: 09/19/13 Page 4 of 9 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile Altusa "S" Clay Roof (Min 15/32" plywood) (Min. 19/32" plywood) Tile Altusa "S" 2-10d Ring Shank Nails 28.6 41.2 19.4 Clay Roof Tile 1-10d Smooth or Screw 5.1 6.8 2.8 Shank Nail 2-10d Smooth or Screw 6.9 9.2 7.3 • Shank Nails • •• 1 48 Screw 28.7 28.7 18.1 2 .#8 Screws 58.2 58.2 26.8 1-10d Smooth or Screw 23.1 23.1 19.0 • Shank Nail Field Clip) • •• 1-10d Smooth or Screw 29.3 29.3 24.0 • • Shank Nail Eave Clip) 2-10d Smooth or Screw 27.6 27.6 38.6 Shank Nails Field Clip) 11 2-10d Smooth or Screw 38.1 38.1 41.8 Shank Nails Eave Clip) 1 Screw with Altusa Clip See cli details Altusa "S" 1 Screw with clip (at the head 187.1 187.1 N/A Clay Roof Tile' of tile) Altusa "S" 1 Screw with clip (at the water 35.2 35.2 N/A Clay Roof Tile' course of tile) • • • • •• 1. Screw must be installed in the inside nail hole located nearest to the hump of the tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile •• Resistance Altusa "S" Clay Roof Adhesive 29.3 Tile 2 See manufacturer component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. 3MTm 2 -Component Foam Roof Tile Adhesive AH -160 Average weight per patty 8 grams. •• ••• • • • • • •• •• ••• •• • • • •• • • • • • • • • •• • •• • • MIAWDADE COUNTY 11 • • • • • • • • • • • •• •• 000 • •• •• NOA No.: 12-1203.07 Expiration Date: 08/26/14 Approval Date: 09/19/13 Page 5 of 9 Table 6: Attachment Resistance Expressed as a Moment - Mi (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Altusa "S" Clay Roof Tile 3M 2 -Component Foam Roof Tile Adhesive AH -160 66.5 3M —2 -Component Foam Roof Tile Adhesive AH -160 38.7 3M 2 -Com onent Foam Roof Tile Adhesive AH -160 52.05 4 Large paddy placement of 63grams of Wm 2 -Component Foam Roof Tile Adhesive AH -160 5 Medium paddy placement of 24grams of 3M 2 -Component Foam Roof Tile Adhesive AH -160 6 Large paddy placement of 54grams of 3M 2 -Component Foam Roof Tile Adhesive AH -160 . .. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Altusa "S" Clay Roof Tile Mortar Set 24.50 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below or following statement: "Miami -Dade County Product Control Approved". ALTUSA MADE IN HONDURAS LABEL FOR ALTUSA "S" CLAY ROOF TILE. (LOCATED ON THE UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... ... . V: . . . . . . . . . MIAMMADE�FIICOVJ UNTY ...• . . . . . . . . . . . .. .. 00 . .. .. ... . . . ... . . NOA No.: 12-1203.07 Expiration Date: 08/26/14 Approval Date: 09/19/13 Page 6 of 9 PROFILE DRAWING 1t ALTUSA `S' CLAY ROOF TILE NOA No.: 12-1203.07 Expiration Date: 08/26/14 Approval Date: 09/19/13 Page 7 of 9 • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• ••• • • • • • • • • • • • 0 000 MIAMI•DADE COUNTY a ,...• . •• •• 00 . •• .. •.. . • • ... . • ALTUSA `S' CLAY ROOF TILE NOA No.: 12-1203.07 Expiration Date: 08/26/14 Approval Date: 09/19/13 Page 7 of 9 TILE BY AL' (TYP-) CLIP WITH ONE (1) SCREW ATTACHED TO DECK CLIP DETAILS 2412" OVERLAP (COVERS PIN HOLE) CLIP PLACEMENT DETAIL •• ••• • • • • • •• •• ••• •• • • • •• • ••• • ••• ••• • • •• • • • • • • • • •• • •• •• • • CMILAMI-�DADE COUNTY ••• • • • • ••• . . •• •• • . .. •• ••. • . •• .•. . • SCREW IN THE INSIDE HOLE NEAREST TO THE HUMP OF THE TILE NOA No.: 12-1203.07 Expiration Date: 08/26/14 Approval Date: 09/19/13 Page 8 of 9 SCREW (HOLDS CLIP ONTO DECK) CLIP DETAILS (CONTINUED) TILE BY ALTUSA (TYP.) E CLIP PLACEMENT DETAIL 21/2" OVERLAP (COVERS PIN HOLE) SCREW IN THE INSIDE NAIL HOLE NEAREST TO THE HUMP OF THE TILE DECK DECK 1 1/4" 13/4" 3/4" • • • • • • • END OF THIS ACCEPTANCE . ......... . . . • . • . • goo... .. . .... . ... . ... ... . .•. • • .. . . . . . . .. .. 000 MUIMNDADE COUNTY c ,...• ... . . . . ••. . . GALVANIZED METAL CLIP 2 1/2" SCREW NOA No.: 12-1203.07 Expiration Date: 08/26/14 Approval Date: 09/19/13 Page 9 of 9 i IAN MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.awleconomy Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA. 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: BORAL TileSeal LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPEGTI9l1{,: Q gopyeof thi$ enpje NOA shall be provided to the user by the manufacturer or its distributors and shall b4availabie'fatYimsptcliol 4 the job site at the request of the Building Official. • •• • • • • ••• • This revises NdAM-0417.U6`an`d'consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. ` : ` • • ` NOA No.: 12-1219.01 rnaMNDAne COUNTY Expiration Date: 07/31/17 Approval Date: 01/10/13 • • • • • . • • Page 1 of 4 • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 ••• • • ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS PRODUCTS DESCRIPTION: .• ••• Test Product • . Product Dimensions Specification Description BORAL TileSeal 36" x 36' rolls TAS 103 SBS self -adhering asphalt sheet material with a 36" x 72' rolls white glass re -enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. MANUFACTURING LOCATION: .... . 1. Brentwood, NH • . . EVIDENCE SUBMITTED: • •• •• •• Test Agency Test Identifier Test Name/Report Date Underwriters Laboratories, Inc. R14610 Follow up Service 03/28/02 IRT-Arcon, Inc. 02-012 TAS 103 02/28/02 PRI Asphalt Technologies, Inc. NEI -006-02-01 TAS 103 04/01/02 PRI Asphalt Technologies, Inc. NEI -008-02-01 TAS 114 (H) 07/30/02 PRI Construction Materials NEI -045-02-01 ASTM D 4798 & ASTM G 155 08/08/07 Technologies, LLC. • • • NEI -053-02-01 ASTM D 4798 & ASTM G 155 05/01/08 NEI -076-02-01 TAS 103 / ASTM D4798 02/14/11 .• ••• . . • . . •• ..... .... . • . . • • •• •• •• • • • •• • ••• • ••• ••• • • • • • • • • • • • • • • MIAMI•DA ECO • • • • • • • • • • ••• • • • ••• • • NOA No.: 12-1219.01 Expiration Date: 07/31/17 Approval Date: 01/10/13 Page 2 of 4 APPROVED ASSEMBLIES: Deck Type 1: Wood, non -insulated Deck Description: 15/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck, membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type lI or ASTM D 2626 with a minimum 4" head lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Membrane: One or more plies of BORAL TileSeal Underlayment with a minimum 3" head lap and minimum 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with BORAL TileSeal Underlayment is acceptable. All end laps and laps without black selvage area shall be sealed under lap using an SBS modified mastic. Surfacing: Approved for Approved Adhesive Set Roof Tile Systems, Mechanically Fastened Roof Tile, Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemblies. ..... . . . . . .. . ......... . .. ... .. . . . .. . ... . •.• 9:0 . . . . . . . . . .. •• • • MI FDADI U ,...s m ... . . . . ... . . . . . . . . . . . . . •• ••. . .• . .. .. ... ... . . NOA No.: 12-1219.01 Expiration Date: 07/31/17 Approval Date: 01/10/13 Page 3 of 4 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment. 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly to the BORAL TileSeal underlayment; loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12". 9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. If BORAL TileSeal underlayment 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. 10. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 11. 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. For ridge applications, center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. This target piece shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment shall be applied over the underlayment, and sealed using an SBS modified mastic. 15. 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. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below •• ••• • • • • • •• . ......... . .. ... .. . .... • ••• • ••• ••• • • • • • • • • • • • .• .• • M Noao ut�-nr •... ....•• • • • . . . • . . • . . . .. .. . . . .• .. fit. ... APPROVED END OF THIS ACCEPTANCE NOA No.: 12-1219.01 Expiration Date: 07/31/17 Approval Date: 01/10/13 Page 4 of 4 Us- MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DMSION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOM www.miamidade.eov/economy 3M Company 3M Center Building 0220-05-E-06 St. Paul, MN. 55144-1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. T:;S.. .... . 1-022 .. NOA0 r�`de&i 8.18 and consists of pages 1 through 11. The subiNttad locule t�tion was reviewed by Juan E. Collao, R.A. •• ••• •• .. • • •• . •• • ••• ••• • • • • NOA No.: 13-0502.02 ht acW M. u ' ' : Expiration Date: 05/10/17 • Approval Date: 12/12/13 Page 1 of 11 . ... . •• •• 00 . .•• .. ... . . . ... . . I t . f , 4 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using 2 -Component Foam Roof Tile Adhesive AH -160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2 -Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH - 160 Foam Dispenser RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2 -Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Test Density ASTM D 1622 Compressive Strength ASTM D 1621 Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor Transmission ASTM E 96 Dimensional Stability ASTM D 2126 Results 1.6 lbs./ft 3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Fe 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 •• ••• • • • • • •• weeks C14ed Q$l t bjlt4it: : .: • . ASTM D 2856 86% NoM9 Thb'ph�Slcal'pr;p"es listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. . ... . ... ... . a•DADE C- UN __ .• • . ... • . . . •.. . . NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 2 of 11 1 ' ( ! 4 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 Trinity Engineering 25-7438-3 SSTD 11-93 10/25/95 � 25-7438-4 ASTM D 1623 04/18/12 i 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB -589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 � P36700.04.12 ASTM D 1623 04/18/12 i P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. 3. 3M"' 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles. 4. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 5.0 • Rmf Ti lamb nyfictpre eacquiring acceptance for the use of 3M"m 2 -Component Foam Roof Tile Adhesive AH- • • 16Qxogf 01(a4hojte Vith their tile assemblies shall test in accordance with TAS 101. 6.0 •Aft proft-ts fistdd hefdn shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. see see 600 0 � 4aDADE S UN i i i ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 3 of 11 INSTALLATION: 1. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160. 2. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof file assembly's adhesive attachment with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2 -Component Foam Roof Tile Adhesive AH - 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B)• 6. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF 1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after 3MTM 2 - Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. . • .... • . .. .. . ......... . ...... • .. ... .• . 0 MI NbAP U �PRUE 0,00 • •• •• • • •• •• ••• • • •• ••• • • NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 4 of 11 V 0, } i Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram . . Area Weight Eave Course - Flat, Low, High All Eave Course 17-23 sq. inches 45-65 Profiles Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal 17 grams per bead edge) 20-25 sq. inches each MI M4DADL COWNTY • bead • • Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All 3Nr 2 -Component Foam Roof Tile Adhesive AH -160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. .. ... . . . . . . . . .. . . . . ... . .. ... .. . . . .. MI M4DADL COWNTY • • • • fIl • . :0: . • • • • • . . . . . • •• •• • • • •• •• ••• • • • ••• • • NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 Flat/Low Profile Tile Nall through plastic cement (when required) 2in.wide Battu optional 'L Eave Closure I Fasda . ••• • ••• ••• • . . . . lC=NW• am • • • .. . . .•.. • ...... . . . . . . . • . • . . .. .• • . . •. .. ... . . . .•. . • 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm) — 23 (148.4 cm) square inch adhesive contact with the underside of the file. High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm) — 23 (148.4 cm) square inch adhesive contact with the underside of the file. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 6 of 11 ADHESIVE PLACEMENT DETAIL ## 2 • . . • • • • • • • • ••• . • • •. .• . • . •. .. ... . . . ••• . • Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm) -12 (77.4 cm) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x. l" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) -14 (90.3 cm) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 7 of 11 • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• one • MIAMMADICOWNWM• � • . . • • • • • • • • ••• . • • •. .• . • . •. .. ... . . . ••• . • Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm) -12 (77.4 cm) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x. l" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) -14 (90.3 cm) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 7 of 11 k - �- * 4, i , 5 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Nail through plastic ee (when required) Paddy (Beneath Tile) (Underpayment io 7 in. 2 in. Battens optional 0 if Save Course Fascia Weephole loin21n Eavedosure Drip edge •. . .. • •• ....• .• . .. 0. •- • • . . Ml4Ml��ADItC1�C�1INNTY 11 4 •• • • • • • • • • • • • • ••• • • • ••• • • High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2) - 19 (122.6 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 8 of 11 ap'+I ,., ADHESIVE PLACEMENT DETAIL # 3 "I:a U.,,.,g,,.,,F—"r 4.1 _4M ....... . . . .. . ......... . .. ... .. . . . .. MADECOUNWPP . . . . . . . . . . ••• • • • ••• • 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (10 1.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 int (109.7-148.4 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 tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8-9 int (51.6-58.1 cm) of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 9 of 11 f i.1 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) HlSh PmlftTPn ....... . . . .. . ......... . .. ... .. . .... r MADE COUNW • 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x %" (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 (5 8.1 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.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 10 of 11 1) Place enough adhesive to achieve 65 to 701 In contact with the pan tile. 2)Turn covers upside down. Place adhesive In to t hwfrom outside edge of cover tile. Then Install the tile. Ensure 20 to/�! 25 s% Im contact area. Underlayment (motar shown) ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Steep pitch applications (when required) pohd-up Mortar on longitudinal edges of the Remove top portion ofthe eave course cover tile.Abut to second course of pan tiles. Ensure eave end of pan and cover tiles areflush at eave Rne. Two Piece Barrel - High Profile Tile Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm) — 70 (451.6 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" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm) - 25 (161.3 cm) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 11 of 11 .. ... .. . .... I. Eco • • • • . ••• • Soo • • • • •000 . . • ••• • • • ••• • • NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 11 of 11