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RF-16-2166
Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number Applicant 1561 NE 103 Street Miami Shores, FL 33138- 1132050310220 Block: Lot: M2J4 HOLDINGS LLC Owner Information Address 1561 NE 103 Street MIAMI SHORES FL 33138- 660 NW 125 Street NORTH MIAMI FL 33168- Phone Cell Contractor(s) Phone Cell Phone BUILDERS OF AMERICA GROUP LLC (561)750-1950 (954)649-4853 Valuation: Total Sq Feet: $ 17,250.00 3300 Type of Work: Re Roof Additional Info: RE -ROOF ROOF TILE Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Amount $10.80 $4.88 $4.88 $3.60 $325.00 $9.00 $14.40 Total: $372.56 Pay Date Pay Type Invoice # RF -8-16-60833 08/16/2016 Credit Card Amt Paid Amt Due $ 372.56 $ 0.00 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Review Roof Renailing Affidavit Cap Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all theregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futheore, I aytlSorize the above-named contractor to do the work stated. 1 August 16, 2016 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date August 16, 2016 1 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECET'TEID AUG 0 2 2016 BY: FBC 20 t ' it Master Permit No. RC, d —12_03 Sub Permit No. (0 -24 ci ❑ BUILDING ❑ ELECTRIC ROOFING ❑ REVISION D EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL El PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: IS 4t) City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: _'2j2 0 5--- 0 g J —0'2? ep Is the Building Historically Designated: Yes NO / Occupancy Type: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): it -.1 _ 4lVC-l� j1 1��' Phone#: 7 gd - 2% Fps" Address: t 1 CT/2-6-T. City: RE141141 "r2 -°S State: Zip:''' 158 Tenant/Lessee Name: Phone#: = 8 '/ Email: iAet ie -t Cpc $4•7./ ,-VG, eUIA/. CONTRACTOR: Company Name: �s Pikerof A 1-,,.; 00.16 i gL( lone#: 55� i Y 9_ $153 Address:Gr 0 -ell ;It CltJ4 " ie co -de .r (�'or .. "� g City:, ®Ca jf20 4 State: pL y Zip: J S C( - Qualifier Name: A -SF it A. iAA_Gt,`/(-- Phone#: q 7 / c( q ..1 z f5: State Certification or Registration #: C( 2 of3 ` - i Certificate of Competency #: DESIGNER: Architect/Engineer:^^�� Phone#: Address: ( -7 2g) > C City: State: Zip: Value of Work for this Permit: $ -Square/Linear Footage of Work: 31 3CX) S Q . Type of Work: ❑ Addition ❑ Alteration ❑ New Description of Work: Re_ — l= C -co'I 1 L e") ❑ Repair/Replace ❑ Demolition (®I yt/ pecify color of c s ort ru tile: Su I Fee $ Scanning Fee $ : Technology Fee $ t y . L) 0 Structural Reviews $ (Revised02/24/2014) 'Fs It Fee $ P CCF $ to - 8) CO/CC $ O Radon Fee $ Le ` 9y DBPR $ - ' Notary $ Training/Education Fee $ 2 Double Fee $ Bond $ R -1' —1203 TOTAL FEE NOW DUE $ 3R 2 • 1 f Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument }was acknowledged before me this The foregoing instrument was acknowledged before me this 161 day of/ �JU ,20 KA ,by day of .3( f\1 ,20 /-6,by �'1� LIQ '1 , who is personally known to I2 €1"t1 ON inCCY1 , who is personally known to me or who has produced as me or who has produced FL ! z.\...) as identification and who did take an oath. NOTARY PUBLIC: identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: =p" A a�� VANESSA A CABRERA MY COMMISSION #FF169842 ******** *4041#14i**!R*W*741r (407) 398-0153 Florida a APPROVED BY (Revised02/24/2014) co ika Sign: Print: Seal: Plans Examiner Structural Review 'uCUUho>r��(�� JUDITH DORELIEN MY COMMISSION #FF031954 (407) 398.0153 FloNdallotaryService.com Zoning Clerk A RU® CERTIFICATE OF LIABILITY INSURANCE TE D T�3M2oD7 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 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). PRODUCER Gil, Garden, Avetrani Insurance Group 10689 N. Kendall DriveLSS'msalazar@ggaig.com Suite 208 Miami FL 33176 CONTACT Martha Salazar NAME: MIME(305) 630-4777 FAX No): (305)279-3022 ADDRE INSURER(S) AFFORDING COVERAGE NAIC # INSURER A :Gemini Insurance Company COMMERCIAL GENERAL UABILRY INSURED Builders of America Group LLC 950 Peninsula Corporate Cir Ste 1010 Boca Raton FL 33487-1384 INSURER B :Wesco Insurance Company 25011 INsuRER c Bridgefield Casualty Co. 10335 INSURER D: $ 1,000,000 INSURER E : INSURER F : X COVERAGES CERTIFICATE NUMBER:CL165408480 REVISION NUMBE 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. LTRR TYPE OF INSURANCE IN DL MDR POLICY NUMBER (MA /VDDMYYY) (MMM/DDD/YPOLICY Y,YYI LIMITS A X COMMERCIAL GENERAL UABILRY VNG?001130 5/1/2016 5/1/2017 EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE X OCCUR DAMAGE TO RENTED PREMISES (Ea occurrence) $ 50,000 MED EXP (Any one person) $ Excluded PERSONAL &ADV INJURY $ 1,000,000 GE X 'L AGGREGATE POUCY OTHER: UMIT APPLIES JECT PER: LOC GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGO $ 2,000,000 $ B AUTOMOBILE X UABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS SCHEDULED AUTOS NON -OWNED AUTOS WPP1079858 12/21/2015 12/21/2016 (COMM INED SINGLE LIMIT $ 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident $ Medical payments $ 5,000 UMBRELLA UAB EXCESS LIAR OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION $ $ C WORKERS COMPENSATION AND EMPLOYERS LUIBIUTY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) K yes, describe under DESCRIPTION OF OPERATIONS below Y I N N I A 830-53763 6/13/2016 6/13/2017 x PER STATUTE OTH ER E.L EACH ACCIDENT $ 1, 000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L DISEASE - POLICY UMIT $ 1, 000,000 DESCRIPTION OF OPERATIONS / LOCATIONS 1 VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached H more space Is required) Licenses Number: CGC1815217 CCC1329370 CERTIFICATE HOLDER CANCELLATION Miami- Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Joe Avetrani/MS ACORD 25 (2014/01) INS025 /m(Y14n9, ©1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Master Permit No. ROOF e 5th Edition FTOP STRUCTURES 6h, niform Permit A Section A (General Information) Procees,No. Contractor's Name Job Address G� ❑ Low Slope ❑ Asphaltic Shingles O New roof 0 Repair Low Slope Roof Area (SF) Lips rknt, d3 ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE 0 Maintenance Reroofing ROOF SYSTEM INFORMATION Steep Sloped Roof AREA (SSF) Zit 0 el Total (SF) 2q O d aim 0 Mortar/Adhesive Set Tiles 0 Wood Shingles/Shakes 0 Recovering 1 1 1 1 1 1 1 1 1 1 Section B (Roof Pian) 1 r,fl s.•.1. Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers an eve ow dral%.IjICtidedirtatal• •j sions of sections and levels, dearly identify dimensions of elevated pressure zones and Ioc ationof Parapets. • •. • • . • •• • • 5 • • —8 •• •• .. • • • • .•. ••• • • • .••• •• • • •_• • • • • • • N • • •• • • • • • •• • • • •/•••• • ••v • • • •• • 33 4 • • • • MO) •••OOOOIO .1. .j • • ••••1• • • 1 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37 Copyright to. or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Elieaa Palacio on Jun 8.2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. INTERNATIONAL CODE COUNCIL! 1 1 1 1 1 1 1 1 1 1 1 1 ar M ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) 1 Roof System Manufacturer: '3 .A. (_„_ 1a F\ i ) C L L c Notice of Acceptance Number. ! 3_4,-77 3 ► 05 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: —. 2 P1: `J�1`Z. P1: --‘1---"( . 3 Deck Type: Roof tope: :12 Ridge Ver tH74? T-4 t„&1.(A. Type Undertayment: Insulation: Fre Barrier: Mean Roof Height: J A/0 Fastener Type & Spacing: Adhesive Type: Type Cap Sheet Roof Covering: 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 Y4/ R.stkeek 2� s DI2 %c •J.•.• 1 • .1.... •1 . • • • 610 .• • . Vol -4 .••. •.• Type & Size Drip •• • Edge: .•.. • .••• •1/3:.° • • • .• • • .•.• • •. • i.... .41.... . . 1 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.39 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 1092:12 AM pursuant to License Agreement. No further reproductions authorized. INTERNATIONAL CODE COUNCIL w ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • Florida Building Code 5th Edition (2014) 1 1 1 1 Section E (Tile Calculations) 1 For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from K. If the M, values are greater than or equal to the M, values, for each area of the roof, then the tile attachment method is acceptable. High -Velocity Hurricane Zone Uniform Permit Application Form. Method 1 "Moment Based Tile Calculations Per RAS 127" (P1: x X = ) - Mg: = M, Product Approval M, (P2: xX = ) - Mg: = Me, Product Approval M, (P3: = ) - Mg: = Mr, Product Approval Mf Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (M,) From Table Be1ow2.2, Product Approval M, t t 11 • irri M, required Moment Resistance" Mean Roof Height Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 • 5 38.2 39.7 42.2 3:12 X ! 36.0 37.4 39.8 4:12 ' .4 . 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 • 'Must be used in conjunction with a list of moment based tile systems endorsed by the Broward Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P1:_ x L = x w: _ ) - W: x cos 0 = F,, Product Approval F' (P2:_ x L = x w: = ) - W: x cos 0 = F2 Product Approval F' (P3: x L _ = x w: = ) - W: x cos 0 = F„ — Product Approval F' ••• Court • , Board'off•Ruies and • •• • •• • 1°'Jerd5 are gr8Itei'than or •••. • • •••• •• •- • • • • • • • •••• • • • •••• •• • • • • • •• • • • Where to Obtain Information •• • • • • Description Symbol Where to find • •_ • •• • Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier X Product Approval Restoring Moment due to Gravity M9 Product Approval Attachment Resistance Mt Product Approval Required Moment Resistance M9 Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. 15.40 INTERNATIONAL CODE COUNCIL° • • • • • • • • • FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to L i caise Agreement. No further reproductions authorized. • SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 2. Vit/ Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 4. ' V Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. • • • •• 6. Overflow scuppers•• (wall outlets): It is required that rainwater floO�iS oft'so that tlfe�, roof is •. not overloaded fro buildup of water. Perimeter/edge wall or other roof exte'h%toltrhay blocicthis • • discharge if ove ? •w scuppers (wall outlets) are not provided. It may be neces saj install gyp ow• • scuppers in ordance with the requirements of Sections R4402, R4403 and•13441 •••.•• Iti 201/ ate Contractor Signature Owner/Agent's Signature 14u 10Ssr Property Address • •• • •• Revised on 7/9/2009 LD;07/01/2015; • • • •• • • • • • . • •• • • • • •••2 • • • •• •• • Permit Number 1 • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.2ov/economv 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 Fldtida $gilding.( od including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 Concrete Roof Tile • •••• • • •••• •. • • • •••• • • •••• • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,.aity,•state aid eWowing • statement: "Miami -Dade County Product Control Approved", unless otherwise noted hereinb• •• • • • • • • RENEWAL of this NOA shall be considered after a renewal application has been filed and t re tias beep q chang4 • in the applicable building code negatively affecting the performance of this product. • • •'• • • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0222.03 and consists of pages 1 through 10. The submitted documentation was reviewed by Alex Tigera. MIAMI DADE COUNTY APPROVED NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 1 of 10 • ROOFING ASSEMBLY APPROVAL Cateeorv: Roofing Sub -Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Saxony 900 -Slate 1= 17" w= 13" thickness = 1-5/32" Saxony 900 -Split Shake Saxony 900 -Shake Trim Pieces MIAMI DADE COUNTY APPROVED I=17" w= 13" thickness = 1-9/32" 1= 17" w= 13" thickness = 1-9/32" Length: varies Width: varies varying thickness Test Product Specifications Description TAS 112 Flat profile, interlocking, high-pressure extruded concrete roof file equipped with two nail holes. For direct deckurdattened nail -on, mortar suet or lhesive t' applications. . • ' •".' • TAS 112 Flat profile, intetlacking, high-pNessure • extruded concre icof the equipped with* two nail holes. F&dfrect deck btbatteneg':". nail -on, mortar ssf bf *hesive set' • applications. Top surface ava.ila121e in 4 different configuYatieng: .• 1. Complete tilebrushed 2. Right half liras led (stet rip drawing) 3. Left half brushed 4. No brush TAS 112 Flat profile, interlocking, high-pressure extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. TAS -112 Accessory trim, boosted Barcelona, concrete roof pieces for use at hips, rakes, ridges and valley terminations manufactured for each tile profile. • . . • . .. • • . • • NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 2 of 10 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales, FL. 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Redland Technologies 7161-03 Appendix III The Center for Applied 94-084 Engineering, Inc. The Center for Applied 94-060A Engineering, Inc. The Center for Applied 25-7183-6 Engineering, Inc. The Center for Applied 25-7183-5 Engineering, Inc. The Center for Applied 25-7214-1 Engineering, Inc. The Center for Applied 25-7214-5 Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service MIAMI.DADE COUNTY APPROVED 7161-03 Appendix II Letter Dated Aug. 1, 1994 P0631-01 P0402 Project No. 307025 Test #MDC -77 R1.894 R2.894 R3.894 520109-1 520111-4 520191-1 Test Name/Report Static Uplift Testing TAS 102 & TAS 102(A) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Battens) 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 Wind Driven Rain TAS 100 Physical Properties TAS 112 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Date Dec. 1991 May 1994 March, 1994 Feb. 1995 Feb. 1995 • • Marclt,•1,995 • .• . •. . •. • . • . ..• . • . .... •... ' .... • MarCll .b..95 • . •. • • . • • . • . • .. • •. • •. • • •. • Dec: .w& . • Aug. Jg94: July 1994 Sept. 1993 Oct. 1994 Aug. 1994 Dec. 1998 March 1999 • .• . • . • • . . NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 3 of 10 . Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineers 130 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Evaluation Calculations 25-7094 25-7496 25-7584 25-7804b-8 25-78044 & 5 25-7848-6 25-7183 Aerodynamic Multipliers Two Patty Adhesive Set System Restoring Moments Due to Gravity TAS 112 February 1996 April 1996 December 1996 March 1995 January 2007 April 1999 February 2007 January 2007 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 underlayments shall be in compliance with the applicable Roofing A•ppliiations S.dads section 4.1 herein. • • • • • • .. . .. . . 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to, tho soof slopeZiess stated • • • • otherwise by the underlayment material manufacturers published literature. • 3.6 This acceptance is for wood deck applications. Minimum deck requirements shark in com• b v ance wi� • , • the applicable Building Code.• • . . • • • • • • •• .• • .. • . . • •• • • • . . • . • . . .• . . • NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 4 of 10 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Saxony 900 Slate, Shake & Split Shake 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers - X (ft) Tile A, (ft3) A, (ft3) Profile Batten Application Direct Deck Application MonierLifetile Saxony 900 0.289 0.313 Slate, Shake & Split Shake Battens Direct Deck Table 3: Restoring Moments due to Gravity - Mg (ft-1bf) Tile 2":12" 3":12" 4":12" 5":12" 6":12" . . 7":12" or •Profile •, greater . • Saxony 900 Slate, Shake & Split Shake Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens • • •Direct • •Qeck BjlS. • • • Direct DeClt. 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 • •��•� ••• • •7'55 .... ••• 6.46 •�•� .... • �• ••� 7.3"1 . • ... •• ••• . . . . . • . • .• . . • • • .• •. • • • •• . ••.• • . . . • NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 5 of 10 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900 Slate, Shake & Split Shake 2-10d Ring Shank Nails 30.9 38.1 17.2 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 .#8 Screw 30.8 30.8 18.2 2 .#8 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application tAiginrum /&t :hment • •' • • Resistht, a ' .. • ..•I MonierLifetile Saxony 900 Slate, Shake & Split Shake Adhesive • 31.32 . • .... ... • • • �' 1 See manufactures component approval for installation requirements. .••••• •••••• • • • I 2 Dow Chemical TileBond Average weight per patty 13.9 grams. .. • • • I l Polyfoam Product, Inc. Average weight per patty 8 grams. .. • • •' • •.. • •••I • Table 6: Attachment Resistance Expressed as a Moment - M{(ft:Ibf) • • • for Single Patty Adhesive Set Systems .••. •• Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Polyfoam PolyProTM 118.93 Polyfoam PolyProTM 40.44 3 Large paddy placement of 45 grams of PolyProml. 4 Medium paddy placement of 24 grams of PolyProN. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Mortar Set' 43.95 5. Tile-Tite Roof Tile Mortar MIAMI-DADE COUNTY APPROVED NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 6 of 10 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". LABEL FOR SAXONY 900 TILES (LAKE WALES FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. • • • • • • . • . • •• • .. • • • • • •• ••• • • • MIAMI-DADE COUNTY APPROVED •.•. •••• . • .. . • • • • •• •• • .• • • . • . • • . • •. • . • •• . ••.• . .• • NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 7 of 10 NAIL HOLES PROFILE DRAWINGS 1-5/32 " (Slate) 17" MIAMIDADE COUNTY APPROVED UNDERLOCK SAXONY 900 - SLATE 13" COVERLOCK • • • • •••• • • •• •• • •• • • • • - • •• • • • • •••. .••• • • • • • • ••••• •••• • • •• • • • • • • ••• •• • • •• • • • •• • • • • • • • • • • • • • • •• • •••. • • • . • NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 8 of 10 • MIAMh) ,i DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ICP Adhesives and Sealants, Inc. 12505 NW 44th Street Coral Springs, FL. 33065 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.mia mid ade.gov/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke 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: ICP Adhesives Polyset® AH -160 • •• • • • • ••• • • • • • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,•eity, state 'ahl followrig"• statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. . • : 4 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH -160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof file systems using ICP Adhesives Polyset® AH -160. PRODUCTS MANUFACTURED BY APPLICANT: Product ICP Adhesives Polyset®A11-160 ICP Adhesives Foam Dispenser RTF1000 ICP Adhesives ProPack® 30 & 100 Dimensions Test Product Description Specifications N/A TAS 101 Two component polyurethane foam adhesive N/A Dispensing Equipment N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current resistance values with the use of ICP Adhesives Polyset® AH -160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 • . .. . • . • • .... .. . • • .. • • • . • . . NdA which list'attaahmenn . . • • • • .. • .. • • • .. .. . Results • • • . • . • • .... • .. •. • 1.6 lbs./ft 3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. • . NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 2 of 11 . EVIDENCE SUBMITTED: Test Aeencv Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® AH -160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH -160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. Test Identifier #94-060 257818 -IPA 25-7438-3 25-7438-4 25-7438-7 25-7492 NB -589-631 9637-92 01-6743-011 01-6739-062b[1] 7050.02.96-1 P36700.04.12 P39740.02.12 528454-2-1 528454-9-1 528454-10-1 520109-1 520109-2 520109-3 520109-6 520109-7 520191-1 520109-2-1 Test Name/Report TAS 101 TAS 101 SSTD 11-93 Date 04/08/94 12/16/96 10/25/95 SSTD 11-93 11/02/95 SSTD 11-93 12/12/95 ASTM D 1623 02/01/94 ASTM E 108 04/30/93 ASTM E 108 11/16/94 ASTM E 84 01/16/95 TAS 114 ASTM D 1623 TAS 101 TAS 123 TAS 101 • • 03/14/96 04/18/12 02/21/12 ••. • .• 19/23/!8• •. • •• • • • •• • • TAS 101 • • • • 12/8/98 • • • • •••• •••• TAS 101 • • •• •. • • • • • • • • •• • •. . • • • • • •• • Q4/.02‘29 • •••• • • • •• • �• • • • • • MIAMI•DADE COUNTY APPROVED NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset® AH -160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH -160. 2. ICP Adhesives Polyset® AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset® AH -160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset® AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. ICP Adhesives Polyset® AH -160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP Adhesives ProPack® 30 & 100 dispensing equipment only. 7. ICP Adhesives Polyset® AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP AtM& fives Polyset® AH -160 has been dispensed. •• • • • •••• •• • •• • • • 9. ICP Adhesives Polyset® AH -160 placement and minimum patty weight shall be in accar4auGe witlf the. • • Placement Details' herein. Each generic tile profile requires the specific placement noted Lenin. MIAM(.DADE COUNTY APPROVED •••. •••• • • • • •••• •••• •• • • • • • • •• •• • •• • • • • • • • • • • • • • • • • • • • • • • •• • •••• • • • • NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Area Minimum Paddy Gram Weight Eave Course - Flat, Low, High Profiles All Eave Course 17-23 sq. inches 45-65 Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at head of tile 9-11 sq. inches at overlap 12 grams per paddy Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal edge) 20-25 sq. inches each bead 17 grams per bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable !arkiig of the • • manufacturer's name or logo and following statement: "Miami -Dade County Product Control•Appreved" or the Miami Dade County Product Control Seal as shown below. MIAMI RADE COUNTY APPROVED BUILDING PERMIT REQUIREMENTS: • •• • •••• •••• • • • • •••• •••• • • •• •• •• • • • • • •• • • • • • • • • • As required by the Building Official or applicable building code in order to properly evaluate,the itistallatirCiif bf this • • system. •••• • •••• • • ••• •• MIAMI-DADE COUNTY APPROVED NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 5 of 11 PLACEMENT D AIL # 1 MIAMI•DADE COUNTY APPROVED t/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest Yg xhe overlock of the tile being set.. '....' • 2. Continue in same manner. Erre approximately 1� • • • (109.7 cm2) — 23 (148.4 tM2)%Hoare inclf• adhesive • contact with the undersihe tile. •• ' da3 ?Zinn ... .... . . • .. . . . . . . ..• .. . • .. • .• • . . • . • . • . • • • • • High Profile / Single Pan Tillr•• •• •• •• •• • .•• . 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 6 of 11 ♦ li r ADHESIVE PLACEMENT DETAIL # 2 Mal 1 ,r ugh ¢Gsrsic =marl eftet twghmedr Paddy Apnea* Tdio Ewe Cf -Tera MIAMFDADE COUNTY APPROVED Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2) - 12 (77.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile • • • . . .... . . . • •. . .. . • 1. Starting at the eave course,,,Appjy a mitlijft2" (594.:. mm) x 10" (254 mm) x 1".(.114mm) foam paddy • • onto the underlayment positioned as showsunder tie • pan portion of the tile closest to the overlaek of the • • tile being set. Insure apprdaly 17Xip9'7. cm2) — 23 (148.4 cm2) square incfl adflhsive contact with the • • underside of the tile. . •• 2. At the second course, appl%%t mum2:40.8mn'ij • x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) -14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 7 of 11 ti ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) MIAMI•DADE COUNTY APPROVED High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2) - 19 (122.6 cm2) square inch adhesive contact with the underside of the tile. ••. • • • • • •••• • • • • •• • •• • • • • • • •• 0 • • • • •••• •••• • • • • • • •••• •••• •• • • • • • • ••• ••• • • •• • • • • • •• • • • • • • • • • • • •• 0 •••• • • • • • NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 8 of 11 ♦ r) ADHESIVE PLACEMENT DETAIL # 3 FlatfLow Profile Tile Madlum Profile Tile 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 min) 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" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in2 (109.7-148.4 cm2) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 nun) 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 in2 (51.6-58.1 cm2) of adhesive contact with the underside of the tile. •• • • •• • • • • • •• • (Instructions continued on AV Pate) •••• • •• • • • • • • ••• • • • • •••• •••• • • • • •• • •••• •••• •• • • • • • • • • •• •• • •• • • • • • • • • • • • • • • • • •• • • •••• • • • •• • NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 9 of 11 • c 3 , I ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) High Profile Tito MIAMI-DADE COUNTY APPROVED 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. • • • • •••• • • • • •• • •• • • • • • • •v • • • • • •••• •••• • • • • . • •••• •••• • • •• • • • • • • •• •• • •. • • * • • • • • • • • • • • • • • • • •• • •••• • • • • • NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 10 of 11 r ADHESIVE PLACEMENT DETAIL Two PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq. In. In contact with the pan tile. 21 Turn covers upside down. Place adhesive in to 1 in.trom outside edge of cover tile. Then Install the tile. Ensure 20 to 25 sq. Irk contact area. Underlayment Steep pitch applications (when required) Eave dosure (motar shown) peephole Fascia Board Sheathing Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) — 70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile. 3. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edg .of the tile, iawa pfree of foam to allow for expdgxir: . • .• •. • 4. Turn cover tile over aDor faam is applied and . • place onto pan tile corset 4nsure a minimum of "' • 20 (129 cm2) - 25 (161e3trn2) square inch contact area on each Si•dhe cotkr trip to the• • • • pan tile. Continue in Fmis manner* lib away any cured exposed form as iesive‘Pon ting of longitudinal edges of jhe cpver tilos are • considered optional. •.. • • • • • • . • .. •.• . . •. • 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 nun) 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.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 11 of 11