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RF-15-2143 �. siri ✓ ' .. \ '� a ray f � 41 s ♦S R's L� Miami Shores Village r ry r r'1 10050 N.E.2nd Avenue NE 4 Miami Shores,FL 33138-0000 M ;,a W� R P Phone: (305)795-2204 r fCOR1DA a �' il � �, 3r' .� v f Expiration: 02l22/2016 Project Address Parcel Number Applicant 9105 NE 5 Avenue 1132060141210 ALEJANDRO PING Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell ALEJANDRO PINO 9105 NE 5 Avenue (305)302-5770 MIAMI SHORES FL 33138- 9105 NE 5 Avenue MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 19,900.00 ANDREW PALMER ROOFING INC (305)232-9211 Total Sq Feet: 3247 Type of Work:Re Roof Available Inspections: Additional Info:RE ROOF AND NEW ROOF TILE ROOF COLO Inspection Type: Classification:Residential Up Lift Report Scanning:4 Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $12.00 Invoice# RF-8-15-56813 DBPR Fee $4.88 DCA Fee $4.88 08/21/2015 Credit Card $50.00 $328.76 Education Surcharge $4.00 08/26/2015 Check#:28682 $328.76 $0.00 Permit Fee-New Roof $325.00 Scanning Fee $12.00 Technology Fee $16.00 Total: $378.76 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing informati d that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the ab -named contractor to do a work stated. August 26, 2015 Authorized Signature:Owner / Appli nt Agent Date Building Department Copy August 26,2015 1 ,4-f wma rm Em s, m. A-1 CONSULTING ENGINEERS, INC ROOF STRUCTURES CONSULTING — --`� ON SITE CONCENTRATED UPLIFT L A TESTING ROOF TILE IN ACCORDANCE WITH METRO-DADE BUILDING CODE COMPLIANCE ROOF PPOBLEMS??? TAS No. 106 UPLIFT TEST EXPERTS SITE SPECIFIC INFORMATION Owner's Name: Permit#: r �y ! Z��3 Job Address: _ - 0 f /L Roofing Contractor: Type of Tile: 1Bi67`- i G� 3 Date installed: Approximate Roof Height: feet Roof Pitch: 3 12, Type of Access to Roof: Scaffolds Ladder Other Approximate Square Footage of Roof:,-350a ft 2 Required Testing Force: 35 lbs. Testing Equipment: F.G.E. 100 Date Tested: IW_06 12A<-1__ ST LOCATION UPLIFT PULL TEST rEST LOCATION UPLIFT PULL TEST TEST LOCATIOt UPLIFT PULL TEST TEST LOCATIO UPLIFT PULL TEST rEST LOCATIOP UPLIFT PULL TEST rEST LOCATION UPLIFT PULL TEST 1 26 S 51 76 101 126 11 2 27 52 177 102 127 3 28 53 78 103 128 4 29 54 79 104 129 5 30 55 80 105 130 6 31 56 81 106 131 7 32 57 82 107 132 8 33 58 83 108 133 9 34 59 84 109 134 10 35 60 85 110 135 11 36 61 86 111 136 12 37 62 87 112 137 13 38 63 88 113 138 14 39 64 89 114 139 15 1 1 40 1 65 1 90 1 1 115 140 16 41 66 91 116 141 17 42 67 92 117 142 18 43 68 93 118 v 143 19 44 69 94 119 A 144 20 45 70 1 95 120 145 21 46 71 96 1 121 146 22 47 72 97 122 147 23 48 73 98 123 148 24 49 74 99 124 149 25 jL 50 75 100 125 150 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS OEM AS B D THE STATIC UPLIFT QUALITY CON- TROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL A A O MENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT SUBMITTE B Jose A.Martinez A-1 Consulting Engineelrb P.E. #031509 '� Test,, A-1 CONSULTING GINEER , INC. Date:_._..�� Lab. Certification 07-0306.03 Renews: 01-1224.05 4383 S.W. 70th Ct, Miami, Florida 33155 • Telephone (305)740-9550 • Fax (305) 740-9550 ENGLISH: Cell (305) 609-6388 •SPANISH: Cell (305) 498-9804 A-1 CONSULTING G ENGENTEERS WC. R OF STL CTUR.ES CONSULTING LTLIFT TEST EXPERT'S LAB. CERTMCATI{)N No.01-1 24-5 4383 SW 70 CT, NHANII FL. 33155 TEL.305-740-9550 F .315 X40-9550 Owner's name: Perumit#: Job address: 9105 NE 5 AMIE MIAMI SHORES FL Roofing contractor: A. PALMER ROOFING. TVpe of tile: B®RAL FLAT TILE. 13 Date installed: 12 3 12 Approximate roof height: feet Roof pitch: � Tipe of access to roof: Scaffold: Ladder: Other: Approximate square footage of roof: 35 ft2 Required testing force: 35 lbs Date tested; 10/06/2015 Number of tests: 111 SKETCH OF ROOF 55 31 91 1 52 919 97 90 32 101 33 35 33 73 3 102 54 58 84 97 1r£a 69 139 73 5 A 6 70 312 95 94 103 1 52 z3 � 51 &C, 59 53 57 51 52 53 55 5s 5 3 2 1 35 L 4-9 5 10 12 14 21 33 �7 41 35 =5 27 2g, 9' 11 13 15 22 2fr 39 tg 30 31 16 2 10- lag 43 37 6 50 23 2 15 109 24 1 E> Ina 1,3 111 Revieed: ASH Date; 10/06/2015 A-1 CONSULTING ENGINEERS,INC. ROOF STRUCTURES CONSULTING, UPLIFT TEST EXPERTS LAB CERTIFICATION No. 01-1224-5 4383 SW 70 CT. Miami,Florida 33155 TEL. 305-740-9550 FAX..305-740-9550 Miami, August, 31/2015 To: Village of Miami Shores Permit #RF-8-15-2143 Building Department Roofer: A. Palmer Roofing, Inc. Job Site: 9105 NE 5 AVE Miami Shores, Florida I, Jose A. Martinez, P.E.,performed the inspection on the above referenced location and observed the following: # 30 Roofing Felt was tin capped nailed at 6" O.C. on the Laps &Perimeter and 12" O.C. in the field using 1 1/ R.S. nailed through 15/8 tin caps, 3x3 eaves drip metal nailed at 4" O.C. with 1 1/ R.S. nailed and primed with asphalt primer. And additional was observed: Polyglass Polystick TU Plus,underlayments, Notice of Acceptance, NOA: # 12-0713.02, was rolled out and broom to obtain 100% contact with the surface and back nailed 12" O.C. with 1 1/ "R.S. nails through 1 5/8"tin caps. This report is based on a physical inspection of existing roof structural components and certifies that the above referenced roof base sheet installation complies with the minimum requirements as set by Florida Building Code. Please do not hesitate to contact my office if you have any question. Cordially, Jose A. M P.E. # 0 5 A-1 o ing En eers, Inc. 0 Jr �S Miami Shores Village "SV Building Department Aug 2 2015 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 PY: INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 I // __ BUILDING Master Permit No.l�- 4i011(p PERMIT APPLICATION Sub Permit No. r5 -- 2 l (43 ❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS [:] CHANGE OF ❑ CANCELLATION ❑ SHOP +� {4 ,, CONTRACTOR DRAWINGS JOB ADDRESS: � 11� �'� &F,--- City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: f Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): 1� A4JQICN160 Phone#18(0 ' ZW oqz�- Address:�� ''A'' cnn , I City: r�%� State: Zip: I Tenant/Lessee Name: Phone#: Email: I '/ CONTRACTOR:Company Name: ,w aC � Y(J,11--ji` L,.l�A J[ Phone#: � Z;5L- 0,12-1 f{ Address: (1-1(70 ��C LE City:' State: td Zip: Qualifier Name: & lz'[�ty Phone#: :�510s�;-2 -qz j State Certification or Registration#: L I '-)j_t 0!I L;�) Certificate of Competency M DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration New blJ Repair/Replace ❑ Demolition Description of Work: T( Specify color of color thru tile:�� SPI-i-T Submittal Fee$ Permit Fee$ �S ' ( .D CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ (5— M66 TOTAL FEE NOW DUE$ _ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR 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. a�Y6Signature LE J 1-Aoq r'o ` k 00 Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument jwass acknowledged before me this 21 day of ' + 20 by 2-1dayof tb ,h.�C� 20J by who is personal) wn to 1�w��'I �� -t��L— who is personally k�6wn to _. �i r who has produced as �e�who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: SignSign: Print: - �� Print: a h W Seal: `,o�PR�P�e�-,, JOANNE KNESKI Seal: 20� #<< JOANNE K• ✓i Notary Public-State of Florida * Notary Pubic State of Florida My Comm.Expires Oct 9,2016 '-N My Comm.Expires Oct 9,2018 Commission#FF 131532 ,Fo���� Commission#FF 131532 1j4muP APPROVED BY T Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ANDRE-3 OP ID.AN Adt CERTIFICATE OF LIABILITY INSURANCE DATE(IIAWD/YYYY)08/12/2015 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 Cpm`T Annmarie McCartney MDW Insurance Group Inc PHONE FAX 362 Minorca Ave .305.444-2324 N.):305.4444980 Coral Gables,FL 33134 :amccartnoy@mdvAnsurance.com Donald W McCartney INSURER(S)AFFORDING COVERAGE NAIL• INSURER A:Admiral Insurance Co 24856 INSURED Andrew Palmer Roofing Inc INSURER B: 9700 SW 168 St Miami,FL 33157 INSURER c: INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 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. LTR TYPE OF INSURANCE POLICY NUMBER POLICY YY POLICY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000. CUVMS MADE OCCUR CA00001991002 0811512015 0811612016 DAMAGE TO RENTMT-- PREMISES office $ 50,0PI MED EXP(Any one person) $ 5,0 nd PERSONAL 8 ADV INJURY $ 1,000, GEN'L AGGREGATE LIMIT APPLIES PER. GENERAL AGGREGATE $ 2,000,00 RPOLICY 0JECa 0 LOC PRODUCTS-COMPIOPAGG S 20001 OTHER: $ AUTOMOBILE LIABILITY COMBINED IN LIMIT(Ea accident) $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NOS PROPERTY DAMAGE HIREDAUTOS AUTa $ $ UMBRELLA I" OCCUR EACH OCCURRENCE $ EXCESS LLAB CLAIMS-MADE AGGREGATE $ DED I I RE rwnoN$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY YIN PER ER ANY PROPRIETORIPARTNERIEXECUTIVE EL EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? El N I A (Mandatory in NH) EL DISEASE-EA EMPLOY $ Mescribe under IPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATION I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be aUached N more space he regrdred) Roofing Contractor License S CCC1326750 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Village of Miami Shores THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN g ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Ave Miami Shores,FL 33138 AUTHORIZED REPRESENTATIVE // h ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD c TFlorida Building Code 2010 Edition 1"_CEUVE 'i High Velocity Hurricane Zone Uniform Permit Application Forme; 2' 2015 Section A (General_informatlon) BY: star No.,��4\50A(o Process No. Contractor's Name L. PN_y_A Job Address ROOFCATEGORY ❑ Low 3 ❑ Mechanical Fastened Tile tLl Mortar/Adhesive Set Tile � iY ❑ Asphattic ❑ Metal Panel/Shingles ❑ Wood Shingtes/Shakes Shingles Are there ❑' Prescriptive SUR-RAS 150 Gas Vent Stacks ROOF TYPE Yes❑ No 2"New Type: NaturalQ LPGXQ 2 New Roof lJ Re-Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep.Sloped Roof Area (SF) Total (SF) Section B IRoof Plan) Sketch Roof Plan:•Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include, dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. n 1 n t At - fs - 21g3 .. ... . . . . ... ami Shr_reVilla V Qe i� • • • • s� _ 0:9 00: -��'`_�� BY PATE • ._�. 0 0 . . ; Dr • �: ' ` „-OT 0 CCMPL:ANCE WITH ALL FEUE • •• •• • •• •• � : i. <,;,�LCIj4iY(1L SANDREGUEATIONS t Florida Building Code 20:1.0 Edition High Velocity Hurricane Zone Uniform Permit Application Form Section D (81002 Sloped Roof Systeml Roof System Manufactureri•R�#�t= 03L -+—�--C Notice of Acceptance Number; -O�I 2?�,OJr p Minimum Design Wind Pressures, If Applicable (From )RAS 127 or Calculations): M&KImum Design Pressure From the NOA Specific System): e Method of the attachment: Steep Slowed Roof System Description Deck Type: a ype Underlayment: Roof Slope: nsulation: _ : 112 ------ Fire Bamer: C_ Ridge Ventilation? astener Type&Spacing: � �� a ,�pPs 7 FSR. dhesive Type. ype Cap Sheet: �� 1 • � � f Coverinoog • .. . . . . .. � � .. VO �Wi(Rit:•' Type &SizeDrip Edge: — 11 . ... ... ... . . ''X )000 900 FC�PRE�- .. . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Florida Building Code 2010 Edition High Velocity Hurricane Zone.Uniform Permit Application Form Section E (Tile Calculations) For Moment based file systems,choose either Method 1 or 2.Compared the values for M,with the values from M,.If the Mr vanes are greater than or egad to the Mr valines,for each area of the root,then the tale attachment method.is acceptable. � Method 1 "Moment Based Tile Calculations Per RAS 127" (PlAis• k z x .�J�3 s-kA,It )-Mg: -DRi NOA A* (Picig,k2_zx. Z!)kS 7 -M,k -Mg:b•p-?) _ NOA 14 (P3: Ni z 7l •31 a*2.o ff'l)-Mg:0.Ob 4 NOA NIS Method 2"Simplified Tile Calculation Per Table Below" Required Moment of Resistance(K)From Table Below NOA?4 M,Required Moment Resistance* Roof skips 15' 2W 25' 3W 4W 2:12 UA 36.5 31L2 4EIr- 30A 3L2 3U 37.3 M12 26A 28.0 29A 30.5 *Must be used in conjunction with a Hat of moment based the systems endorsed by the Broward County Board of Rales and Appeals. For Uplift based tie systems use Method 3.Compared the values for F'with the values for F,.If the F' values are greater than or equal to the F,values,for each area of the root,then the the attachment method is acceptable. Method 3"Uplift Based TDe Calculations Per RAS 127" (Pi: z l: _.,z w:___)-W: z cos 6:_= Fri: NOA F' (Pz: z l: __z w:_�)-W: z cos 0: = Fre: NOA F' (P3: z l: z w:_^._)-W: z cds 8:_= Fra: NOA F' Where to Obtain Information -Descillption Symbol Where to find Ddiga Ptesrme P1 or P2 orP3 RAS 127 Tabio 1 or by an e;neatsg pspuW by PS band on ASM 7 Moen Roof Hd& H Job Site Roof S1W 8 Job Site AAwdynsinic ;L NOA Redming MOCUM due to M, NOA . Mr NOA Mr NOA Reqdiftd UM ft 0' 101 Fr OakdoWd &VemTflewowNOA N" • tatailationa Duet a m;2 taftBuilding Offxad at do time Ofpcmdt NNAicadom vwiicioivuuiivauuurumi nvn/ iwIv ' �MIAM1.DADE V'0 1�. "Delivering;Excellence Every Day" SECTION 1524 HIGH VELOCITY HURRICANE ZONES--REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code,Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. ® 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify-the occupants of adjacent units of roofing work to be performed. A4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of. Chapter 15 and 16 herein and the Florida Building Code, Plumbing. ® 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the struchlfaraSson:bly,(tte bijikling itself). The existing amount of attic ventilation shall not be reduced. Exeeptioir:.Atgc;sgajej, MiAf e d by a Florida-licensed engineer or registered architect to eliminate the attic venting, venting shalt n 't �e4ilired. Owner's/Agent's. grtvare:•• fl ESAN9k Date: Contractor's Sigxatura• Permit Number: Property Address:• SDS (Jt �viJ. M,i�rn�Shl�reT F( . 3/J . . . . . . .. .. . . . .. .. ... . . . ... . . MIAMF 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.Qov/economy 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: Saxony 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. 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 teprgf thig eAre:NDA-ehali be provided to the user by the manufacturer or its distributors and shall be available for inspgctibb Me jca Site at the request of the Building Official. .. ... .. . . . .. This NOA revises NON . 12-0222.03 and consists of pages 1 through 10. The submitted do-curawitatlon wa,%rieviewed by Alex Tigera. NOA No.: 13-0723.05 MwMFDADE CouNTY Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 1 of 10 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ROOFING ASSEMBLY APPROVAL Cateeory• Roofing Sub-Catei!ory: 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 Test Product Applicant Dimensions Specifications Description Saxony 900-Slate 1= 17" TAS 112 Flat profile, interlocking,high-pressure w= 13" extruded concrete roof tile equipped with thickness= 1-5/32" two nail holes. For direct deck or battened nail-on,mortar set.or adhesive set applications. Saxony 900-Split 1= 17" TAS 112 Flat profile, interlocking, high-pressure Shake w= 13" extruded concrete roof tile equipped with thickness= 1-9/32" two nail holes. For direct deck or battened nail-on,mortar set or adhesive set applications. Top surface available in 4 different configurations: 1. Complete tile brushed 2. Right half brushed(shown in drawing) 3. Left half brushed 4. No brush Saxony 900-Shake 1= 17" TAS 112 Flat profile, interlocking,high-pressure W= 13" extruded concrete roof the equipped with thickness= 1-9/32" two nail holes. For direct deck or battened nail-on,mortar set or adhesive set applications. Trim Pieces Length: varies TAS-112 Accessory trim, boosted Barcelona,concrete .*9 Width:,vajie 9 groof pieces for use at hips, rakes,ridges and ,ryl ' n$t1i**ss valley terminations manufactured for each • • : : : : :*: the profile. . ... •.• •.• . . NOA No.: 13-0723.05 MIAMFDADE CO TY ' 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 Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991. Appendix III TAS 102 &TAS 102(A) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 25-7183-6 Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 (2 Quik-Drive Screws, Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws, Battens) The Center for Applied 25-7214-1 Static Uplift Testing March, 1995 Engineering,Inc. TAS<102 (1 Quik-Drive Screw, Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing March, 1995 Engineering, Inc. TAS 102 (1 Quik-Drive Screw, Battens) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108 (Nail-On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 TAS 108 (Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test#MDC-77 TAS 100 Atlanta Testing& R1.894 Physical Properties Aug. 1994 Engineering, Inc. R2.894 TAS 112 .. ... X3'894 Celotex Corporation. •; 4.241.09-1 Static Uplift Testing Dec. 1998 Testing'Service •• ••' •• H2O 111-4 TAS 101 Celotex Corporation 520191-1 Static Uplift Testing March 1999 Testing Service.% •;• •;• •% �•� ••� TAS 101 • NOA No.: 13-0723.05 M AMWAALDeCouNTY Expiration Date: 04/26/17 • Approval Date: 09/26/13 • . Page 3 of 10 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Walker Engineering,Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering,Inc. Evaluation Calculations 25-7584 December 1996 25-7804b-8 25-7804-4 & 5 25-7848-6 Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers January 2007 Walker Engineering,Inc. Calculations Two Patty Adhesive Set April 1999 System Walker Engineering,Inc. Evaluation Calculations Restoring Moments Due to February 2007 Gravity Nutting Engineers 130 TAS 112 January 2007 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 Building Code Compliance Office for review. 3.4 Minimum underlayments 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 the applicable Building Code. .. ... . . . . . .. . .. . . . . ... . . .. ... .. . . . .. . .•.• ... ... • . . . . . . . . . . • •• •• • • ••+ • O 3 -0723.05 Expiration Date: 04/26/17 MAMPDADE C • • • Approval Date: 09/26/13 •;• Page 4 of 10 . . . . . . . . . . see 0 . .. .. . . . .. .. 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(1bf) Length-l-(ft) Width-w (ft) Saxony 900 11.5 1.417 1.08 Slate, Shake & Split Shake Table 2: Aerodynamic Multipliers - X(ft) Tile X (ft ) X (ft) Profile Batten Application Direct Deck Application MonierLifetile Saxony 900 0.289 0.313 Slate, Shake & Split Shake Table 3: Restoring Moments due to Gravity - M9 (ft-lbf) Tile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or Profile greater Saxony Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 900 Deck Deck Deck Deck Deck Deck Slate, 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 Shake & Split Shake .. ... . . . . . .. . .. . . . . ... . . ... .. . . . .. . ... ... ... . . NOA No.: 13-0723.05 MIAMFDADE C TY ' • • • Expiration Date: 04/26/17 Approval Date: 09/26/13 "' ' • • ••• • Page 5 of 10 . .. .. . . . .. .. t Table 4: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" plywood) plywood) Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate, Shake&Split 140d Smooth or Screw Shank Nail' 7.3 9.8 4:9 Shake 2-1 Od Smooth or Screw Shank Nails 14.0 18.8 7.4 1 48 Screw 30.8 30.8 18.2 2 48 Screws 51.7 51.7 24.4 1-1 Od Smooth or Screw Shank Nail (Field 24.3 24.3 24.2 Clip) 1-1Od Smooth or Screw Shank Nail (Eave 19.0 19.0 22.1 Clip) 2-1 Od Smooth or Screw Shank Nails(Field 35.5 35.5 34.8 Clip) 2-1 Od Smooth or Screw Shank Nails (Eave 31.9 31.9 32.2 Clip) Table 5: Attachment Resistance Expressed as a Moment Mf(ft-Ibf) for Two Patty Adhesive Set Systems Tile Tile ApplicationMinimum Attachment Profile Resistance MonierLifetile Saxony 900 Adhesive 31.3 Slate, Shake&Split Shake 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. Pol foam Product, Inc.Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance MonierLifetile Saxony 900 Pol foam Pol Pro TM 118.9 Slate, Shake & Split Shake Pol foam Pol Pro TM 40.4 3 Large paddy pfacement of 45 grams of Pol Prolm. 1 .4 Medium paddy placement of 24 grams of Pol Pro T^^ Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tits, 00 Tile Minimum Attachment ' • " ' ' " " Application Pr'ofile • . . . . . Resistance MonierLifetile Sd5cbny900•• • •• Mortar Set 43.9 Slate, Shake & Split Shake 5. Tile-Tite Robrf TU Motu/- -0: • ' % : ' .'. ; ; NOA No.: 13-0723.05 MIAWDADE C TY • • • • Expiration Date: 04/26/17 Approval Date: 09/26/13 IPABV 0.of 14 • • • • • • • • • • ••• • • • ••• • • 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". go 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. .. ... . . . . . .. .. ... .. . . . .. . ... ... ... . . •; :. :. NOA No.: 13-0723.05 Mu►MEDADE COUNTY ••• • • ' Expiration Date: 04/26/17 Approval Date: 09/26/13 ••• ••' Page 7 of 10 . . . . . . . . . . see . . .. . . . .. .. PROFII.E DRAWINGS NAIL HOLES W • 1-5/32"(Slate) 17 " COVERLOCK 13 " UNDERLOCK SAXONY 900-SLATE ..• •.i g.• : : •. . ... ... ... . . . see .• • NOA No.: 13-0723.05 MIAMFUADE COUNTY .•• • • ' Expiration Date: 04/26/17 Approval Date: 09/26/13 ..• ••• Page 8 of 10 . . . . . . . . . . ... . . . ... . NAIL HOLES s4 �� 1-9/32 "(Sha 17 " ��- 13 " Note: Available Top Surface Finishes 5. Complete tile brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900-SPLIT SHAKE .. ... . . . . . .. .. ... .. . . . .. •; ;. :. NOA No.: 13-0723.05 MIAMHVDE COUNTY ••• • • • • Expiration Date: 04/26/17 Approval Date: 09/26/13 ••• ••• Page 9 of 10 . . . . . . . . . . ... . . . ... . NAIL HOLES i� 1-9/32 "(Sha 13 " SAXONY 900-SHAKE END OF THIS ACCEPTANCE .. ... . . . . . .. . .. . . . . ... .. .. ... .. . . . .. . ... ... ... . . .. •• NOA No.: 13-0723.05 MIAMMDADE COUNTY ••• • • ' � � Expiration Date: 04/26/17 Approval Date: 09/26/13 ••• '•' Page 10 of 10 . . . . . . . . . . M! 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.eov/economy Polyglass USA Inc. 150 Lyon Drive Fernley,NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has.been reviewed.and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (in Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. 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 b the expiration date may be displayed in advertising literature. If an portion of the NOA is displayed, then Y p Yg any it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the Job site at the request of the Building Official. This revises NOA#12-0713.42 anc•eonsistsio ggos 1•trrough 9. The submitted documentation was•rlyvie"d By Alex Tigera. NOA No.: 14-0717.08 MIAMMDADE COUNTY ...� � ••• • ••• Expiration Date: 09/13/16 . Approval Date: 01/22/15 •.• Page 1 of 9 ROOFING COMPONENT APPROVAL Cateeorv: Roofing Sub-Cateeory: Underlayment Material: SBS ,APP Self-Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick MTS Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing Location 65'8"x 393_3/8" membrane, glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing,roof tile, slate tiles and shingle underlayment. Polystick MTS Plus Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing Location 6558"x 3'33/8" membrane, glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polystick IR-Xe Roll: ASTM D 1970 A fine granular/sand top surface self-adhering, Manufacturing Location 65' x 3'3- /8" APP polymer modified, fiberglass reinforced, #1 & #2 Or 65' x 3' bituminous sheet material for use as an 60 mils thick underlayment in sloped roof assemblies. Designed as an ice&rain shield. Polystick TU Plus Roll: TAS 103 and ASTM A rubberized asphalt self-adhering, glass- (Surface Printing) 65' x 3'33/8" D 1970 fiber/polyester reinforced waterproofing Manufacturing Location 80 mils thick membrane.Designed as a metal roofing and roof tile underlayment. #1 &#2 Polystick TU P Roll: TAS 103 and ASTM A rubberized asphalt waterproofing membrane, Manufacturing Location 32'10"x 3'33/8" D 1970 glass-fiber/polyester reinforced,with a granular #2 130 mils thick surface designed for use as a tile roof underlayment. Polystick Tile Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering, glass- Manufacturing Location 61' x 3'3 3/8" D 1970 fiber/polyester reinforced waterproofing 60 mils thick membrane. Designed as a metal roofing and roof #2 the underlayment. Polystick Dual Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering, glass- Manufacturing Location .61' x33/J"• • : : ',D 1970 fiber/polyester reinforced waterproofing miI t ` •'• •. membrane. Designed as a metal roofing and roof #2 S i*1: g g tile underlayment. • •• •• • • • • • • NOA No.: 14-0717.08 MIAMFDADE COUNTY Expiration Date: 09/13/16 .•• • • Approval Date: 01/22/15 . . • • • • • Page 2 of 9 • •• •• • • • •• •• PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick TU Max Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,polyester Manufacturing Location 65'8"x 3'3-3/8" D 1970 reinforced waterproofing membrane. Designed as #2 60 mils thick a a roof tile underlayment. Elastoflex S6 G Roll: TAS 103 and ASTM Polyester reinforced, SBS modified bitumen 32' 10"x 3' 3-3/8" D6164 membrane with a burn off polyethylene or sanded back face and a granule top surface. For use in roof tile underlayment systems. MANUFACTURING PLANTS: 1.Hazelton, PA 2.Winter Haven, FL EVIDENCE SUBMITTED: Test A2encv Test Identifier Test Name/Report Date Trinity) ERD P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798&G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798 &G 15 5 09/01/11 P37300.10.11 TAS 110/ASTM D4798 &D1970 10/19/11 P40390. 08.12-1 TAS 103 &TAS 110 08/06/12 P40390.08.12-2 ASTM D 1623 08/07/12 P40390.10.12 ASTM D 1970 10/03/12 P37590.07.13-1 ASTM D6164 07/02/13 P45270.05.14 TAS 103, TAS 110 &ASTM 05/12/14 D1623 P46520.10.14 ASTM D1623 10/03/14 P44360.10.14 TAS 103 &TAS 110 10/07/14 P43290.10.14 ASTM D 1970 &TAS 110 10/17/14 PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-089-02-01 TAS 103/ASTM D4798 &G155 07/06/09 Momentum Technologies, Inc. JX201-17A TAS 103/ASTM D4798&G155 04/01/08 RX14E8A TAS 103/ASTM D4798 &G155 11/09/09 DX2a3DSB TAS 103/ASTM D4798 &G155 02/18/10 `•: )J;; D%A TAS 103/ASTM D4798 &G155 02/18/10 .. . . . . . . . . . .. .. . . . . . . ••• NOA No.: 14-0717.08 MADE COUNTY Expiratloo Date:- 49/13/16 ••• ' "' Approval Date: 01/22/15 . . . . • • "•: : . • • Page 3 of 9 INSTALLATION PROCEDURES: Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(1) Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12"grid, 6"o.c. at a minimum 4"head lap. (for base sheet only) Membrane: Polystick membranes self-adhered. Surfacing: See General Limitations Below. Deck Type 1: Wood, non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(2) Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type I1 or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Membrane: Elastoflex S6 G,hot asphalt applied. Surfacing: See General Limitations Below_ Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(3) Base sheet mechanically fastened deck, subsequent cap membrane self- adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Ply Sheet: Polystick MTS Plus, self-adhered with minimum 3"horizontal laps and minimum 6"vertical (Optional) laps. Membrane: Polystick TU Plus, self-adhered. Surfacing: See General Limitations Below. .. ... . . . . . .. .. ... .. . . . .. . OV 0:0 •.• . . .. . . . . . . . . . .. .. . . . . . . Mu�r+aDaoE couNrir NOA No.: 14-0717.08 ...� ... Expiration Date: 09/13/16 Approval Date: 01/22/15 . .. .. . . . .. .. Page 4 of 9 ... . . . ... . . INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels,and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3-'/2"and end laps shall be a minimum of 6". Rolf the membrane into place after removing the release strip. Vertical`strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface,giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6"piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS,Polystick MTS Plus, Polystick TU Plus,Polystick Tile Pro and Polystick Dual Pro may be used in asphaltic shingles,wood shakes and shingles, non-structural metal roofing,roof tile systems and quarry slate roof assemblies. Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Max may be used in non-structural metal roofing and roof file systems. Elastoflex S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof membrane as arecover system., 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exposure Limitations(days MTS IR-Xe Elastoflex TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus S6 G Winter Haven, 1.8be 40: 6.18D 180 180 180 180 90 180 FL. Hazelton,PA. NWA ••• 99• /kk •• 180 N/A N/A N/A N/A N/A 7. All products li to rein 1 ve a quality assurance audit in accordance with the Florida Building Code and P S d.�@ �� 1.�� q �' g Rule 9N-3 oflht Flbrida AlfmiW§tratiye.Cbdt. .. . . . . . . % % . . . .. . . ... . . . . NOA No.: 14-0717.08 WuaECQUNTY Expiration Date: 09/13/16 I ... . ' Approval Date: 01/22/15 . . . . . . . . . .. .. . .. Page 5 of 9 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick TU Plus,Polystick Tile Pro,Polystick TU Max or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9a. The maximum.roof slope for use as roof tile.underlayment.for(direct-to-deck)tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Elastoflex S6 G Polystick TU Plus, Polystick TU Polystick MTS TU P,Tile Pro, Max Plus, Dual Pro Flat Tile Prohibited 4:12 No limitation No limitation 5:12 without battens Profiled Tile Prohibited 4:12 No limitation No limitation 4:12 without battens The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for both loading and installation of tiles at all times. 'The following limitations shall be apply when using Polystick MTS Plus: • Slopes up to those shown in the table above will require stagging of tiles—two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope,for a total of 6 tiles. (See Figure 1 below) • Battens shall be used for stagging of lugged tiles above 4:12 • Battens shall be used for stagging of flat tiles above 5:12 J/Slope Figure 1: Stagging Method 9b. There shall be no roof slope limitation for the Polystick MTS Plus/Polystick TU Plus two-ply underlayment system when a applied using the stagging method outlined above. .. ... . . . . . .. .. . . . . %: . • . . • . • • • . ••• ••• •. . . . . . . •. .•. . . • NOA No.: 14-0717.08 MIAMMDADE COUNTY Expiration Date: 09/13/16 ... Approval Date: 01/22/15 Page 6 of 9 . .. .. . . . .. .. . ... . . . ... . . 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. Roofing Tiles (6 Max Per Stack) i as 12 j CL 6 N i Roof Deck prepared with POLYSM MPlus 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS,Polystick MTS Plus,Polystick IR-Xe,Polystick TU Plus, Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick MTS,Polystick MTS Plus, Polystick IR-Xe, Polystick TU Plus, Polystick TU P, Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick MTS,Polystick MTS Plus, Polystick IR-Xe, Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick Dual Pro, Polystick Tile Pro or Elastoflex S6 G are not listed, a request may be made to the Authority Having Jurisdiction(AHJ)or the Miami-Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance,and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,city and state of manufacturing facility and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. MIAMI•DADE COUNTY BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1.This Notice of Acceptance. 2.Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. .. ... . . . . . .. .. ... .. . . . .. . ... ... ... . . .. . .. . . . . . . . .. . . . . Go* NOA No.: 14-0717.08 MIAMI DARE CouNTY Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 7 of 9 . .. .. . . . .. .. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls,with the exception of Polystick TU Plus should be back-nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1"metal disk as required in Dade County or simplex type nail'as otherwise allowable in other regions, at a minimum rate of 12"o.c. Polystick TU Plus should be back nailed in designated area marked"nail area, area para clavar"on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back- nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams(selvage laps)must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric;and granule over granule end laps, shall have a 6"wide,uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus.50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations#9 and#10. 6. Battens and/or Counter-battens, as required by the tile manufacturers NOA's,must be used on all projects for pitch/slopes of 7/12"or greater. It is suggested that on pitch/slopes in excess of 6 1/4"/12",precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation&before loading of roofing tiles is Forty-Eight(48)Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry,clean and properly prepared,before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami-Dade Notice of Acceptance(NOA)approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... ... . . .. . . .. . . . . . . . . •• •• . • . • . . NOA No.: 14-0717.08 MIAMI•DADE COUNTY Expiration Date: 09/13/16 V: Approval Date: 01/22/15 :.'.: : : : :.'.: Page 8 of 9 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association(NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPI.JCATIONS• LOCAL CODES MAY SUPERSED.t POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... ... . . .. . . . . . . . . . .. .. . . . • . . MIAMMADE COU NOA No.: 14-0717.08 •• ••• Expiration Date: 09/13/16 • Approval Date: 01/22/15 • Page 9 of 9 . .. .. . . . .. .. ... . . . ... . . MIAM�QADE MIAMI-DADE COUNTY ® PRODUCT CONTROL SECTION • 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eov/economy 3M Company 3M Center Building 0220-05-E-06 St.Paul,MN. 55144-1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3Mrm 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. .. ... . . . . . .. This NOA revises NOA 13-050202d4ds g otpages 1 through 11. The submitted documentation wa;reviewed by Alex Tigera. . . .. NOA No.: 14-0805.01 M14AMMDIADE COUNTY • •• •• • • .,• � ••• Expiration Date: 05/10/17 Approval Date: 09/04/14 ... ... Page 1 of 11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3NPm 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company 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 tile systems using 2-Component Foam Roof Tile Adhesive AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3Mrm 2-Component N/A TAS 101 Two component polyurethane foam adhesive Foam Roof Tile Adhesive AH-160 Foam Dispenser N/A Dispensing Equipment RTF1000 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 attachment resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Prom Test Results Density ASTM D 1622 1.6 lbs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ftz Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40'F.,2 weeks • ••• •• +6.0%Volume Change @158°F., 100%Humidity,2 • weeks Closed Cell Content •; ; ; ; ;A$'PaVI DL2856 86% 00 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject Jo normal manufacturing variation. . ... ... ... • NOA No.: 14-0805.01 .. . . . . . . . . MIAMFDADE COUNTY • •• •• • • • • • • ., � ... Expiration Date: 05/10/17 Approval Date: 09/04/14 ... ... Page 2 of 11 • • • • • • • • • • • •• •• • • • •• •• ••• 0 • • ••• • • EVIDENCE SUBMITTED: Test Aeency Test Identifier Test Name/RenoDate Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 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=411 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 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. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat, low, &high the 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 3MT'2-Component Foam Roof Tile Adhesive 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 61 G20-3 of the Florida Administriti ve Code. . .. . . . . ... . .. ... .. . . . .. . ... ... ... . . .. NOA No.: 14-0805.01 MIAMMDADECOUNTY • •• '• ' ' ' ' • � � ... Expiration Date: 05/10/17 Approval Date: 09/04/14 ••� ••• Page 3of11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 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 attachment resistance values with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH- 160. 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient attachment resistance 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. 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. .. ... . . . . . .. . .. . . . . ... . . . .. ... .. . . : .. ... •.. ••. . • •• • . NOA No.: 14-0805.01 MIAMMADE COUNTY • •• •• • • • • • • . � ... Expiration Date: 05/10/17 Approval Date: 09/04/14 0:0 •0 Page 4 of 11 . . • . . . . . . . . •• ••. ..• . .. .. ... . ... . . Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High All Eave Course 17-23 sq. inches 45-65 Profiles Flat,Low, High Profiles #1 17-23 sq. inches 4:5-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat,Low,High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two-Piece Barrel(Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams per bead edge)20-25 sq. inches each bead Two Piece Barrel (Pan Tile) 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 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. MIAMtiDADE COUNTY ,.men;i BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. . .. . . . . ... . .. ... .. . . . .. .• •.• NOA No.: 14-0805.01 MIAMI-DADECOUNTY • •• •• • ' ' • • • � � .. Expiration Date: 05/10/17 Approval Date: 09/04/14 ••• ••• Page 5 of 11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL# 1 Nail through Plastic c•rn•nt Paddy lBet"h T.W Flat/Low Profile Tile f w*,m required' una.rt.ym•"' 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 overlook loin. of the tile being set. Battens optional - -- EareCour,• 2. Continue in same manner. Insure approximately 17 � 109.7 cm2 —23 (148.4 cm2square inch adhesive contact with the underside of the tile. 10 on Fasdt 2an/ E•r•Clown s cernera Medium Profile/ Double Pan Tile Nail throughp4six (when r"Wired Paddy'BonaathTAP) 1. Starting at the eave course, apply a minimum 2" u.,d•rl.ya,.r,t �_ -• �` (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam ,s paddy onto the underlayment positioned as shown under the pan portion of the the closest to the overlock of the tile being set. loon In-wl0• ♦ - tenons optional 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. OPV t;; Eavt Closure Ea"Cow$* Y - hscra 1W through Plastic crre•rR Paddy 14•n••IhTibl High Profile/Single Pan Tile i .when rtqudradl W,dorlayniont I Starting at the eave course, apply a minimum 2" (50.8 mm)x 10"(254 mm)x I"(25.4.mm)foam r } paddy onto the underlayment positioned as shown to m.s f under the pan portion of the tile closest to the 2 1n wide � overlock of the tile being set. Battens 2. Continue in same manner. Insure approximately 17 optional (109.7 cm2)-23 (148.4 cm) square inch adhesive r�; contact with the underside of the tile. Easy Geursa •� •• • • • •s• •• • • • •, rf • i F�sW • •• .aP • •Yte�phU�e• •• .0+• •• • Ease�losTr e 101n 2 in. �'� i� ,.�,•;" Orlp tdpt • ••• ••• ••• • • .. . NOA No.: 14-0805.01 CIAMIADE COUNTY • •• •• • • • • • • t •• Expiration Date: 05/10/17 Approval Date:09/04/1.4 ••• ... Page 6 of 11 ... . . . ... . . ADHESIVE PLACEMENT DETAIL#2 k.il through Pl.stic Egmont P.ddr I8ong.th TOgi Flat/Low Profile Tile (when r.qutr.d, Un°.rtavtn.nt 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 ''"' `2 tn. -�•,_ the tile being set. Insure approximately 17 (109.7 cm) 84tw"t apbonal —23 (148.4 cm) square inch adhesive contact with the EAv.Court. � underside of the tile. a 2. At the second course, apply a minimum 2"(50.8mm) 10 i" �� ' Fascia x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the 2"/ underlayment positioned as shown under the ! strengthening rib closest to the overlock of the tile Esvr Closurt 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. kailthrough plastic cement Medium Profile/Double Pan Tile !When re4ulredl _-- Paddy;a.".ah rile;, 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy Und.rl.ymgnt . .� 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)— ''" ''2 1 1 23 (148.4 cm2j square inch adhesive contact with the _ .. underside of the tile. Battens optional ='F. 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 =-fAve na.Lry underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile Ervo Courts F.Ecu 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) .. . . .. . . . . ... . . . .. ... .. . . . .. . ... ... .o. . . .. . . . . . . NOA No.: 14-0805.01 MIAWDADECOUNTY -.: �° :° *a*° a** o e o ,,,� t Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 7 of 11 . . . . . . . . . . . .. .. ... . .. .. ... . . ... . . M ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) N.il OWOU91`1 plastK c•o�•nr.. High Profile/Single Pan Tile iwhen r•quir•d i Paddy 160n mh rile) i u,,,,�ay,�,•„t ` :; -.:~ 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm) foam paddy 1 #J onto the urrderlayment positioned as shown under the pan portion of the tile closest to the overlock of the ... °I• ,,::,�" t.:. tile being set. Insure approximately 17 (109.7 cm2)— " 2 in. 23 (148.4 cm2)square inch adhesive contact with the ,t eut•ns optional underside of the tile. -.* 2. At the second course, apply a minimum 2"(50.8mm) • Eavecowx �� � `r'• Eaxia x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the 00 ,. _-= J'' ` ' w••ptid• underlayment positioned as shown under the pan 1 u..; � 2•,. or�N taw portion of the the closest to the Overlock of the the 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.: 14-0805.01 MIAMMADE COUNTY • •• •• • • • • • • ... Expiration Date: 05/10/17 Approval Date: 09/04/14 ••• ••• Page 8 of 11 . . . . ... . . . ... . . . ... . . ADHESIVE PLACEMENT DETAIL#3 Nail through plastic cement Paddy(between was) 1whe"req" ) 1. On the eave course only, apply a minimum 2" (50.8 Battens optional " mm)x 10" (254 mm)x V (25.4 mm)foam paddy i I Paddy lunder tile) onto the underlayment positioned as shown, under so�� � /* the strengthening rib for flat tile or under the pan portion of the tile for low or high profile the closest Ix4in. t _ to the Overlock of the tile being set.Leave le approximately 4" (101.6 mm)up from the eave singk paddy un u - edge free of foam to prevent the expanded adhesive onunderlaynterrt 2 K4in. - from blocking the weep holes. Insure approximately 17-23 int (109.7-148.4 cm2)of toiry adhesive contact with the underside of the tile Fascia -Eaveclosure 2. Apply a 4"(101.6 mm)x 4" (101.6 mm)x 1" (25.4 mm) foam paddy onto the underlayment just below Flat/Low Profile Tile the second course line positioned foam paddy under the strengthening rib for flat tile, or under the Nail through plastic cement Single paddy under tie pan portion of the tile, closest to the underlock for (when neclur<ea) Paddy(between Wes) the second course tile to be installed. Insure Batteriapproximately 9-9 int(51.6-58.1 cm2)of adhesive oil - ��� Pa (°"'kr tee) contact with the underside of the tile. single _''� (Instructions continued on next page) / �4x4in. �• 2x4in.` unoemyynient,,- - Ewe aowrt! Eave course Fascia Medium ProflleThe . . • • . • • as .• . . • • NOA No.: 14-0805.01 MIAWDiADECOUNTY • •• •• ' • ' ° ..,frmj ... Expiration Date: 05/10/17 Approval Date: 09/04/14 •• • ... . Page 9 of 11 . .. .. . . . .. .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) Nail through plastic Single paddy oder ole lwhenrequlred) 3. Also apply a 2"(50.8 mm)x 4" (101.6 mm)x3/4 Paddy 1b"1Me`"tiles) (19 mm)paddy on top of the eave course tile Bmensl psddyiundernkl surface as shown,on top of the strengthening rib obona 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 s 9(58.1 cm2)- 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap Single 2 x A in. and 7(45.2 cm2)-9(58.1 cm2) square inch top ae -. adhesive contact with the underside of the tile at �! the head of the tile. Continue in same manner. Ewe Course— � • weephole loin. 2 in. Eave closure Drip edge High Profile Tile •• ••• •• • • • of ., . . a • • • NOA No.: 14-0805.01 MIAMFDADE COUNTY • •• •• • • 006 ` ` ., � ••. • Expiration Date: 05/10/17 Approval Date: 09/04/14 0:0 •• • 6:0 •• , Page 10 of 11 . . • • • . • . . .• •• •• . • . •• ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel (Cap and Pan)Tile 1. Starting at the eave course,apply a minimum 2" t►Place enough adhesive to achieve 65 to 70 sq in. Steep pitch applications (/5Q9 mm x mm x . mm ir►contact with the pan tile. (-henrequired) F ) 10" 254( ) 1" 254( )foam 2)Turn cowers upside down.Place adhesive in paddy onto the underlayment positioned as to t In.from outside edge of cover tile. shown under two adjacent pan tiles. Support eave Then install the tile.Ensure 20 to 25 sq.in.contact area. -�.-�° tiles from rocking until adhesive has a chance to Underlayment ,-' - cure. 2. Continue in same manner bringing two pan - - courses up toward the ridge. Insure approximately 65 (419.4 cm2)—70 (451.6 cm) square inch adhesive contact with the underside Sheathing of the pan tile. Eave closure (mot arshown) 3. Turn covers upside down exposing the underside Weephole of the tile. Apply a minimum 1"(25.4 mm)x 10" Fascia Board (254 mm)bead of adhesive directly on the inner Remove top portionof the**w course cove.tile.Abut to second course of edge of each side of the cover tile. Leave pan tiles.Ensure eave end of pan and cover tiles are flush at eave line. approximately 3/4"(19 mm)to 1"(25.4 mm) Two Piece Barrel-High Profile Tile from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20(129 cm)-25 (161.3 cm2)square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2"(50.8 mm)x 4"(101..6 mm)hailers.or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE .. . . . . . •• ••• •• • • • •• • ••• ••• ••• • as •• • • as • .MI • • NOA No.: 14-0805.01 AMFDADE COUNTY • •• •• • • • • • • ..., , •• • • • • Expiration Date: 05/10/17 �MaApproval Date: 09/04/14 ••• • • • • ••• • • Page 11 of 11 • • • • • • • • • • • •• •• ••• •••• ••• •• ••• • • •