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RF-16-1361 Permit NO. RF-5-16-1351 RES Miami Shores Village Permit Type:Roof 10050 N.E.2nd Avenue NE Work Classification.Tile " Miami Shores,FL 33138-0000 Per h p— Permit Status:APPROVED Phone: (305)795-2204 FCORtOp' Issue Date:6113/2016 Expiration: 12110/2016 Project Address Parcel Number Applicant 715 NE 91 Street Number: BLDG A 113206044001 Miami Shores, FL 33138-0000 Block: Lot: SHORES PLAZA EAST CONDO Owner Information Address Phone Cell SHORES PLAZA EAST CONDO MIAMI SHORES FL 33138-0000 Contractor(s) Phone Cell Phone Valuation: $ 38,570.00 RODMAN ROOFING INC (305)264-3551 m_ .. ..... _a _�... Total Sq Feet: 5600 Type of Work:Re Roof Available Inspections: Additional Info:RE ROOF ENTIRE BUILDING COLOR THRU Inspection Type: Classification:Commercial Up Lift Report Scanning:4 Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $23.40 Invoice# RF-5-16-59834 DBPR Fee $5.63 DCA Fee $5.63 06/13/2016 Check#:2743 $410.66 $50.00 Education Surcharge $7.80 05/18/2016 Check#:2730 $50.00 $0.00 Permit Fee-New Roof $375.00 Scanning Fee $12.00 Technology Fee $31.20 Total: $460.66 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 a e responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRI L, GI ANICAL,WINDOWS,DOORS, ROOFING and SWIMMING POOL work. OWNE A F IT- 1 ertify that all the regoin information is accurate and that all work will be done in compliance with all applicable laws regulating construc n zo Futhermore a ctor -the work stated. June 13, 2016 AutVdriz Signatur icant ontractor / Agent Date Building Department Copy June 13,2016 1 .41wtitsarzwawaws, t, A-1 CONSULTING ENGINEERS, INC s-r�v ii ROOF STRUCTURES CONSULTING — ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE . IN ACCORDANCE WITH METRO-DADE BUILDING CODE COMPLIANCE TAS No. 106 UPLIFT TEST EXPERTS 2 �/► 1 SITE SPECIFIC INFORMATION Owner's Name: Permit#: Job Address: 71, — 7 1,7 Al — / �S'7 — Roofing Contractor. / ,o A/ lZr O Type of Tile:_, jb/ JL7�l�G��Od�O Date installed: Approximate Roof Height: feet Roof Pitch: 112 Type of Access to Roof: Scaffolds Ladder Other Approximate Square Footage of Roof: ft 2 Required Testing Force:35 lbs. Testing Equipment: F.G.E. 100 Date Tested:/UZ /r V 7 ST LOCATION UPLIFT PULL TEST ST LOCATION UPLIFT PULL TEST TEST LOCATIO. UPLIFT PULL TEST TEST LOCATIOh UPLIFT PULL TEST rESI LOCATIO UPLIFT PULL TEST rEST LOCATION UPLIFT PULL TEST 1 26 51 76 101 " 126 2 27 52 77 102 127 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 1 133 9 34 59 84 109 134 10 35 60 85 110 135 11 36 1 1 61 86 1 136 12 37 62 87 112 137 13 38 63 88 138 14 1 39 64 89 1 114 1 139 15 40 65 90 16 41 66 91 17 42 67 92 17- 18 7 18 43 68 93 18 14'3- 19 4 —19E46 69 94 1 •altar— 4 20 70 95 21 71 96 eC h21 146 22 72 97 } 122 147 23 73 98 cel y4 148 24 74 99 124 149 25 75 100 125 150 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CON- TROL TEST.THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT SUBMITTED Jose A.Martinez P.E.#031509 A-1 CONSULTING C. Lab. Ce 'fic 07-0306. 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 ENGINEERS INC. ROOF STUCTURES CONSUILTIN G UPLIFT TEST EXPERTS LAB. CERTIFICATION No.01-1224-5 4383 SW 70 CT,. ]%MAXH FL. 33155 TE1.305-7740-9550 F-AX.305-7740-9550 Owner's name: Permit#: RF-16-3457 Job address: 715-717 NE 91 ST MIAMI SHORES FL Roofin,g, contractor: RODIVIAN ROOFING INC Type of We: - BORAL BARCELONA TILE Date nstaffed: Approximate roof height: 19 feet Roof pitch: V12 Tipe of access to roof: Scaffold: Ladder: Other. Approximate square footage of roof- 56,00 — ft2 Required testing force: 35 lbs Date tested: 02/,08,/2017 Number of tests: 112 SKETCH OF ROOF 3 E 3S ,41 3B 3 3E 34 33 32- 31 Kl 23 2 7 2E 252 22 21 2 is 17 1,E is 14 13 12 11 IC 2-08 47 1.1 S. 3 2 i s 43 .1 @ @ I- W I 1 7 E3 Es SE C-4 E3 E2 El 4vE ?z• 75 -7-, -73 as 8,9 87 SC- as 63 92 Q1 1 11 1C2 1011 1130 39 37 6 3-4 93 32 91 Reviced: ASH Date: 02/08/2017 e•rt�-t��""„ ' MIYII AD. IA2 Florida Department €3f i. a FLOP.I � i Environmental li"ro lection N.liami-Dade DEP.&I ;fir Quality Manage{nert Division Divi-s$op of Air Resou'r'ce Mapagement 701 \.Ne.ist Court,2nd Floor Miami,Florida 33136NO- EC-E OF4J-tv0i LT IPLN OeR} SBES "159T _N IV i PO TYPE OF NOTICE(CHECK ONE ONLY): WORIGiNAL ❑ REVISED ❑ CELLATION ❑ COURTESY TYPE OF PROJECT(CHECK ONE ONLY). ❑ DEMOLiTIOiN ❑ RENOVATION PROOFING IF DEMOLITION,IS IT AN ORDERED DEMOLITION? ❑YES NO IF RENOVATION: 1S IT AN EINAERGEI iCr RENOI'ATION OPERATION? ❑YES (�,'O File=_ IS ITA PLANINi IED RENOVATI IN OPERATION? ❑YES NO Process= / � 1. Facility blame +�tr� S i}�'e_z Address7/ — / l� -/ S-t -g T City •C!p"/ Shef_eS State (. zip-33 i _Count} Site Consultant Inspecting Site Building Size (Square ti=eel' u or Floors Building Age in Years _ Prior Use: 0 Schooi,'College/Universit}• 5_ R sidettce L Small Business Other Present'Use: ❑SchooUCollege%:niversity idence ❑Smal!Business Other ft. f=acility Oewner��`e -za Phone.'—1 Address - h14- ST _ 4 _ City - S State l Lr Zip Ili. Contractor's Name Conjo-.cid 0C4-;nr' i T, C Phone( ,,'%) i C -LI Address 1 St k% I n �. t—_,r city M3 r' M, -' '� t 7 Stain �E- Zip :`�31�y��."i Is the contractor exempt from Iicensure under section I69.0021.4l,F.S.? ❑YES ❑ NO PZ Scheduled Dates: (Notice must be pox mar red 10 Dworkin;da),b before the project start elate) Asbestos Removal(mm.dcL'yr;Start: /tJ bFinish: 9 M / Deme/Renovation(mm/dd/yy)Start---Finish: V Description of planned demolition or renovation+work to he performed and methods to be employed..including demolition or renovation techniques to he used and description of affected facility components. Procedures to be Used(Check All That Appiv:" Strip and Removal � Glove Bag ! ❑ Bulldozer =_11111v reciang Ball k'Vet Method ❑I Dry Method Explode I Burn Down I OTHER: ! Vt. Procedures for Unexpected RACM: Vtl. Asbestos Waste Transporter:Name Phone Address _ City State Zip VIII.Waste Disposal Site: Name >clolz l �'t� f IL I E?7:�':)P Addresst-(�` MIA) ir�L'f J-l1itt�sa City�' i i ifI= i StateE° 1 .1 1.753 . Lin .7 ln. s'ACh'I Or ACrt:Procedure, tnCILldIn>atlah'ttCal metROdS.etllple?'ed i0 dL'tL'Ct the presence of R,ACivl and Calegonr I and 11 nonfriab!e ACNIL Amount of RACtii or ACNII Square feet surfacing material square;eel cen)eniitious material iinear feet pipe ,---square feet resilient flooring cubic,eet f RAC+M off facility components square feet asphalt roofing "IdenGfe�nd describe surfacii;g m/aterial and other materials as a poll-ab _ _ _ ? !O P�k-?e.5/!ls 4 /Y� sE,lt_1 ii9`' pT �'��.LJ �fi Ll�z �?i 1t7� I r_ertifv that the above information is correct and thar an individual trainer)in the provisions of this regulation!40 CFR Part 61,Subpart M',Will be or- i 1 site during the demolition or renovation and evidence that the requires!training has been accomplished by thus person will be available for inspection 4 during normal business hours I have read and understood the additional information provided on the back of this form. f i , Name of peri ori j (Si•nature of Ov.,nerr•, peratorl ? `(Contact phone=i t i )C/9 08 2n1fi ��4w/ DERM USE ONLY Postmark/Date Received ID t,+-ic: Di5Tt2[QUTIOt�: 1''hitc DER\f 1"ellau'-iprlicani Pi',l-.^,e__:r of R sc vc PLAN REVfWSER� D11nS�Al 1oRESINC-1932 Gr 'Y moll Irl iamishores Village �,��_ •o,� Building Department �l�R'Ip�► 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#:� � b 1� DATE: r Contractor ❑ Owner ❑Architect Picked up 2 sets of plans and (other) Address: � ( S --� 1-7 b Q From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: 619 /21", 1 PERMIT CLERK INITIAL: SA S� G Miamishores Village C Building Department �� III 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �Nres►NB Tel: (305) 795.2204 ��ORiDp' Fax: (305)756.8972 BUILDING CRITIQUE DATE: 05-19-2016 PERMIT NUMBER: 16-1361 DERM approval required. Ismael Naranjo, 13.0, CFM Building Director Section A/B MIAMI-D Miami-Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Section A(General Information) Master Permit No: Process No: Contractor's Name: Rodman Roofing, Inc. IF Job Address: Roof Category ❑ Low Slope ❑ Mechanically Fastened Tile 1 Mortar/Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Sprayed Polyurethane Foam ❑ Other: � � Roof Type ❑ New Roof 4e-Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes LI No If yes,what type? ❑ Natural ❑ LPGX Roof System Information Low slope roof area(ft.2) Steep Sloped area(ft.2)156MNOTotal(ft.2) S Section B(Roof 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. Perimeter Width (a'): Corner Size(a' x a'): I v c F_ O Z5 f 25' v W p 7 -o Ill 1 �r�r�rr; I o �� o j m MAY 18 2618 -� M o .� ' Rl'- -- _ �,�--- 4� ori 1 1 S''4 # < r 3 . . „ z a; r 7 ZT m 03 . . . . . . . . D u� .. . m coo t � � G`1V . . . . . . . . . . ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Tile Roof System MIAMaQADE Miami-Dade County HVHZ Electronic Roof Permit Form Section D Tile Roof System "Delivering Excellence Every Day" Roof System Manufacturer:I Boral Notice of Acceptance Number(NOA): 12-0222.02 Minimum Design Wind Pressures,If Applicable(from RAS 127 or Calculations): P 1: 45 1 P 2: 68.1 . P 3: 100.7 Maximum Design Wind Pressures,(From the NOA Specific system): 38.7 psf Fill in the specific roof assembly components.If a component is not required,,insert not applicable(n/a)in the text box. Deck Type: —5/8" Plywood ,�. .. �``` _. Optional Insulation: N/A Optional Nailable Substrate: N/A Optional Nailable Substrate Attachment: Roof Slope: "/12" N/A Roof Mean Height: 19_ ft. Basesheet Type: Method of Tile Attachment: 1 PLY ASTM 30 --Adhesive, Medium Paddy Polyfoam Polypro-- - Fastener Type for Basesheet Attachment: Alternate Method of Tile Attachment per NOA: Tincaps & 1 1/4" Nails ICP Adhesives foam AH-160 _ Tile Underlayment(Cap Sheet)Type: Boral Tile Seal —3"face 26 a.— --- Drip Edge Size&Gauge: 1-3"face Tile Underlayment Attachment Method: Drip Edge Material Type: —Galvinized Metal— Self Adhered E e Fast er 1 Z4".14ailsSO Tile Profile: Drip d8 jn .gyp . . .66 . 00 1Barcelona 900 00 *00Hook Strip/Cleat gauge or weight: —'Select Hook Strip— . ... . ... . . . . . . . . . . . . .. . . . . . .. . . . .. . . .. . . . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Section E MIMI®DADS Miami-Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Section E(Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based file systems,use Method 1. Compare the values for Mr with the values from Mf.If the Mf values are greater than or equal to the Mr values,for each area of the roof,then the tile.attachment method is acceptable. P 1: 39.1 X X .313 = 12_23 -Mg: 8.05 =Mr1: 4.18 < 38.7 NOA Mf P 2: 68.1 X .313 = 21.31 -Mg: 8.05 =M2: 13.26 < 38.7 NOA Mf P 3: 100.7 X X .313 = 31.51 -Mg: 8.05 =Mr3: 23.46 c 38.7 NOA Mf Method 3"Uplift Based Tile Calculations Per RAS 127' For Uplift based file systems use Method 3.Compare the values for P with the values for Fr.'If the F'values are greater than or equal to the Fr values,for each area of the roof,then the the attachment method is acceptable. P1: X1: = Xw: -W: = XCos 0:El=Fr1: <_ NOA F' P2: X 1: = X w: = -W. X cos 6.El=Fr2: :5 NOA F' P3: X1:�= Xw: = -W: =� XCos 0:El=Fr3: <_ NOA F' Where to Obtain Information to complete the calculations Where to Find Description Symbol Design Pressure P1 or P2 or P3 Table 1 RAS 127,or by an engineer analysis prepared,signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope a Job Site Aerodynamic Multiplier X Product Approval(NOA) Restoring Moment due to Gravity Mg Product Approval(NOA) Attachment Resistance Mf Product Approval(NOA) Required Moment Resistaoc% . . . Mr o e Calculated Minimum Attachment Resistarc l :•f'••• Product Approval(NOA) Required Uplift Resistance Fr Calculated Average Tile Weight* ••• 600 W• •• Product Approval(NOA) •• • • • M=length• • Tile Dimensiorys ' " ' ' Product Approval(NOA) • w wroth • . . . . . . . . . . .. .. ..0 . .. .. ... . . ... . . SECTION R"02.13 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 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 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 ant the contractor.The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics-Workmanship:the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction 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 =Renailing t between the owner and the contractor. 2. 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 ovi g 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 owners u notify the occupants of adjacent units of roofing to be performed. 4. 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. 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. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. Overflow scuppers(wall outlets):It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension 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 Sections R4402,R4403 and R4413. �fentilafion+l�lost roof structures should have some ability to vent natural airflow through the •intgpor, ,, ¢**4*W* ;Vsembly(the building itself).The existing amount of attic ventilation shall not be ..•red*eti.tt rha9 b8 tl�rwdit:ial to consider additional venting whic can result in a en the service life of the roof. D// bw�er/Rgen'Y�S'� afure':[fete Contractor 5 nature Date R1114 on V9=09 tD* . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . a MIAMI.D�►DE 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.gov/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: BORAL TileSeal LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTI0:0 A Copy(f tris entire VOA shall be provided to the user by the manufacturer or its distributors and shall be available forinFPdct:b4 at 0i fqb site at the request of the Building Official. . . . . .. ... .. . . . .. This revises NOA#12-1219.01 and consists of pages 1 through 4. The submittgd documentation was reviewed by Juan E. Collao,R.A. . . . . . . . . . . .. . ... . . . .. . . . . . .. . . . NOA No.: 13-1113.05 Mwr�Nor�necouwr�r Expiration Date: 07/31/17 • ••• Approval Date: 03/13/14 ' ••• Page 1 of 4 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . a ROOFING COMPONENT APPROVAL Category Roofing Sub-Category: Underlayment Material: SBS PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description BORAL TileSeal 36"x 36' rolls TAS 103 SBS self-adhering asphalt sheet material with a 36"x 72' rolls ASTM D 1970 white glass re-enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. MANUFACTURING LOCATION: 1. Brentwood,NH EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Underwriters Laboratories,Inc. R14610 Follow up Service 03/28/02 IRT-Arcon,Inc. 02-012 TAS 103 02/28/02 PRI Asphalt Technologies,Inc. NEI-006-02-01 TAS 103 04/01/02 PRI Asphalt Technologies,Inc. NEI-008-02-01 TAS 114(H) 07/30/02 PRI Construction Materials NEI-045-02-01 ASTM D 4798 &ASTM G 155 08/08/07 Technologies,LLC. NEI-053-02-01 ASTM D 4798&ASTM G 155 05/01/08 NEI-076-02-01 TAS 103 /ASTM D4798 02/14/11 NEI-034-02-02 ASTM D 1970 01/29/13 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... . . . . . . . . . . . . .. . . . . . .. . . . .. . . .. . . . • NOA No.: 13-1113.05 Mwt�Foane Cout�rY Expiration Date: 07/31/17 • ••• Approval Date: 03/13/14 Page 2 of 4 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . APPROVED ASSEMBLIES: Deck Type 1: Wood,non-insulated Deck Description: 15/52"or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck,membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626 with a minimum 4"head lap and a 6"end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12"o.c.the field of the roll. Membrane: One or more plies of BORAL TileSeal Underlayment with a minimum 3"head lap and minimum 6"end lap.Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with BORAL TileSeal Underlayment is acceptable. All end laps and laps without black selvage area shall be sealed under lap using an SBS modified mastic. Note: When used in Tile roof systems BORAL TileSeal Underlayment shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 6"o.c. at the side laps. No nails or tin caps shall be exposed. Surfacing: Approved for Approved Adhesive Set Roof Tile Systems,Mechanically Fastened Roof Tile, Metal Roofing,Wood Shake& Shingles,and Asphaltic Shingle assemblies. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... . . . . . . . . . . . . .. . . . . . .. . . . .. . . .. . . . NOA No.: 13-1113.05 Mu MMALne COUNTY Expiration Date: 07/31/17 Approval Date: 03/13/14 Page 3 of 4 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment. 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly to the BORAL TileSeal underlayment;loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12". 9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. If BORAL TileSeal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami-Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance,and fire testing results. 10. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 11. When applying the membrane in the valley, start at the low point and work to the high point,rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface,giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6"piece of underlayment. This target piece shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment shall be applied over the underlayment,and sealed using an SBS modified mastic. 15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, 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 MIAMMADE COUNTY • •• • • • • ••• • ••' •• •• '•' *UNFl OF THIS ACCEPTANCE . ... . ... . . . . . . . . . . . . .. . . . . . .. . . . .. . . .. . . . • • ••• NOA No.: 13-1113.05 MIAMFDADE COUNTY Expiration Date: 07/31/17 • ••• Approval Date: 03/13/14 ••• Page 4 of 4 . . . . . . . . • . . .. .. . . . .. .. ... . . . ... . . MIAMI. ® MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 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/uera Boral Roofing,LLC 7575 Irvine Center Drive,Suite 100 Irvine,CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Barcelona 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. INSPECTI N: A•o• •f • t'rc•NOA shall be provided to the user b the manufacturer or its distributors and � S pX P ��'� P y shall be available fbi idslledi*If1:ie jbb site at the request of the Building Official. •• ••• •• • • • •• This renews and revises NOA#07-0220.04 and consists of pages 1 through 7. The submitted doeumentatieil+�vas rovievyed by Alex Tigera. . . . . . . . . . . � :. • •: : 1,,� NOA No.: 12-0222.02 Ml tl• E coulv�-r Expiration Date: 04!26/17 Approval Date: 04/19/12 ••• • ••• • • Page 1 of . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ROOFING ASSEMBLY APPROVAL Cateeory Roofing Sub-Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Barcelona 900 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 Barcelona 900 1= 17" TAS 112 High profile,interlocking,one-piece, 'S' w= 13" shaped,high-pressure extruded concrete roof Y2"thick tile equipped with three nail holes. For direct deck or battened nail-on,mechanically fastened,mortar set or adhesive set applications. Trim Pieces Length: varies TAS-112 Accessory trim,boosted Barcelona,concrete Width:varies roof pieces for use at hips,rakes,ridges and varying thickness valley terminations manufactured for each tile profile. 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales,FL. 2.2 SUBMITTED EVIDENCE: Test Aeencv Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102&TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108(Nail-On) Redland Technologies P0402 Withdrawal Resistance Sept. 1993 " "' •• Testing of screw vs. smooth •• .: .�: %: '. shank nails Redlandlfeclinologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail-On) • ': : : NOA No.: 12-0222.02 MukMi•nAeE counter • ••• • Expiration Date: 04/26/17 Approval Date: 04/19/12 ••• • • • • ••• • • Page 2 of 7 • •• •• • • • •• •• ••• • • • ••• • • Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108(Mortar Set) Professional Service Industries, IC-1320-94 Physical Properties Feb. 1995 Inc. TAS 112 The Center for Applied 25-7688-3 TAS 101 (Adhesive Set) June 1996 Engineering,Inc. 25-7688-10 TAS 101 (Mortar Set) July 1996 The Center for Applied 25-7688-5 Static Uplift Testing June 1996 Engineering,Inc. TAS 102 (3"Headlap,Nails,Direct Deck,New Construction) The Center for Applied 25-7688-4 Static Uplift Testing June 1996 Engineering,Inc. TAS 102 (4" Headlap,Nails,Clips) Celotex Corporation 520111-3 Static Uplift Testing Dec. 1998 Testing Services 520191-2-1 TAS 101 March 1999 Walker Engineering,Inc. Calculations Aerodynamic Multiplier March 1999 Walker Engineering,Inc. Calculations Two Patty Adhesive Set April 1999 System Walker Engineering,Inc. Evaluation 25-7183 March 1995 Calculations Walker Engineering,Inc. Evaluation 25-7094 February 1996 Calculations Walker Engineering,Inc. Evaluation 25-7496 April 1996 Calculations Walker Engineering,Inc. Evaluation 25-7584 December 1996 Calculations 25-7804b-8 25-7804-4&5 25-7848-6 Walker Engineering,Inc. Evaluation Restoring Moments Due to February 2007 Calculations Gravity Nutting Engineers 122 TAS 112 January 2007 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... . . . . . . . . . . . . . . .. . . . . . .. . . ' • •• NOA No.: 12-0222.02 Miarti•aao�COUNTYExpiration Date: 04/26/17 Approval Date: 04/19/12 • "' Page 3 of 7 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test 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. 4. INSTALLATION 4.1 Barcelona 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,RAS 119,and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (1 x w) Tile Profile Weight-W (lbf) Length-1 (ft) Width-w (ft) Barcelona 900 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers -.% (ft) Tile X (ft) X (ft) Profile Batten Application Direct Deck Application Barcelona 900 0.289 0.313 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 Barcelona Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 900 Deck Deck Deck Deck Deck Deck 7.28 8.13 7.21 8.05 7.10 7.93 6.96 7.78 6.79 7.61 6.61 7.40 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... . . . . . . . . . . . . .. . . . . . .. . . ' •• NOA No.: 12-0222.02 MIAM4UAD;COUNTY Expiration Date: 04/26/17 Approval Date: 04/19/12 " Page 4 of 7 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Table 4: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" plywood) plywood) Barcelona 900 2-10d Ring Shank Nails 28.6 41.2 19.4 1-10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2-10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 .#8 Screw 20.7 20.7 18.1 2 48 Screws 43.2 43.2 29.8 1-10d Smooth or Screw Shank Nail 23.1 23.1 19.0 Field Clip) 1-10d Smooth or Screw Shank Nail 29.3 29.3 24.0 Eave Clip) 2-10d Smooth or Screw Shank Nails 27.6 27.6 38.6 Field Clip) 2-10d Smooth or Screw Shank Nails 38.1 38.1 41.8 Eave Clip) Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Barcelona 900 Adhesive 29.3 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 10.7 grams. Polyfoam Product,Inc.Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment -Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Barcelona 900 Polyfoam Pol Pro7m 66.5 Polyfoam Pol Pro'"' 38.7 3 Large paddy placement of 63 rams of Pol ProTm. 4 Medium paddy placement of 24 rams of Pol ProTm. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile •• ••• . . kation Resistance Barcelona 900 •• ... Mortar Set 24.5 5. Tile-Tite Roof Tile Vortdr" '• • • •• . ... . ... . . . . . . . . . . . . .. . . . . . .. . . NOA No.: 12-0222.02 MIAMMADE COUNTY Expiration Date: 04/26/17 Approval Date: 04/19/12 �: •:' Page 5 of 7 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below,or following statement: "Miami-Dade County Product Control Approved". LABEL FOR BARCELONA 900 TILE(LAKE WALES FL PLANT 2) 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. .. ... . . . . . .. •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • •• • • • • • •• • • • •MARINADE COUNW •• :• .. .' NOA No.: 12-0222.02 MARINADE courmr Expiration Date: 04/26/17 ••• • ••• • • Approval Date: 04/19/12 • • • + • . • . Page 6 of 7 • • . ••• • • PROFILE DRAWING NAIL HOLES OVERLOCK 4 A / 35/8' 17 " 13" UNDERLOCK BARCELONA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE .. ... . . . . . .. at eta 00 000 . .. . . . . ... . ••. . ... 400 • • . . . . . . .. . . . . . .. . . 000 " ' ' ' NOA No.: 12-0222.02 Mwr�No�e cour�ry ' ' Expiration Date: 04/26/17 Approval Date: 04/19/12 • . . . • . . . Page 7 of 7 .•. • . • •. .. . . • .. .. MIAMIMIAMI-DARE COUNTY PRODUCT CONTROL SECTION ME) 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.gov/economy ICP Adhesives and Sealants,Inc. 12505 NW 44'Street Coral Springs,FL.33065 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, 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 therjob site al the rWest of the Building Official. . . . . . . . This NOA revises NOA 140805.8; an3cvn'st •t f pages 1 through 11. The submitted documentation waa teviewedby?k1Ex•Tigera. . ... . ... . . .. NOA No.: 16-0315.01 MIAMMADE COUNTY • •• • • • � .. Expiration Date: 05/10/17 Approval Date:04/07/16 �•� •�• Pagel of 11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset®AH-160 as manufactured by ICP Adhesives and Sealants,Inc.as described in this Notice of Acceptance.For the locations where the design pressure requirements,as determined by applicable building code,do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat,low,and high profile roof tile systems using ICP Adhesives Polyset® AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications ICP Adhesives N/A TAS 101 Two component polyurethane foam adhesive Polyset®AH-160 ICP Adhesives Foam N/A Dispensing Equipment Dispenser RTF1000 ICP Adhesives ProPack® N/A Dispensing Equipment 30& 100 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 ICP Adhesives Polyset®AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Prove 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 ..: '.: •f\STM D d56 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM t est methods apo Wsubyft tp'gormal manufacturing variation. •• •• NOA No.: 16-0315.01 MIAMI•DADE COUNTY • •• • • •• • • • ...� � •• ••• Expiration Date: 05/10/17 Approval Date:04/07/16 •• •.• Page 2 of 11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . EVIDENCE SUBMITTED: Test Aaency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1PA 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 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 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. 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 FW(j4 Administrative Coda. . .. . . . . ... . .. ... .. . . . .. . ... . ... . . . . . . . . . . . . •• •• NOA No.: 16-0315.01 MIAMNDADE COUNTY • •• • • •• • • • •. ••• Expiration Date: 05/10/17 Approval Date:04/07/16 ••• • ••• • • Page 3of11 • .• •. . . . .. .. 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 RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the"A"component and the"B" component shall be maintained between 1.0-1.15 (A): 1.0(B). 6. ICP Adhesives Polyset®AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF 1000 or ICP Adhesives ProPack®30& 100 dispensing equipment only. 7. ICP Adhesives Polyset®AH-1 60 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 Adhesives Polyset®AH-160 has been dispensed. 9. ICP Adhesives Polyset®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. •• NO: • • • • • •• • ••• • ••• • • •• • • • • • •• • • NOA No.: 16-0315.01 MIAMI•DADE COUNTY • •• • • •" • • • •. • ••• Expiration Date: 05/10/17 Approval Date:04/07/16 •r• • • • • •�� • • Page 4of11 ••• • • • ••• • • Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High All Eave Course 17-23 sq.inches 45-65 Profiles Flat,Low,High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat,Low,High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two-Piece Barrel(Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams per bead edge)20-25 sq. inches each 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. MIAMI•DADE COUNTY ...• BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... . . •• 010 •• NOA No.: 16-0315.01 MIAMMADE COUN�WjTY • •• • • •• • • ...syj; •• ••• Expiration Date: 05/10/17 Approval Date:04/07/16 ••• �•• Page 5of11 . . . • . . . . . .. .. . . . .. .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL# 1 MM*4"6plum Purer lira. 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 closest to the overlock 101n #; of the tile being set. wrria«tis �- 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. Frau rc�Ilo� +r «� Medium Profile/ Double Pan Tile i��aa�oat PWIyi7o~bT%PJ 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 the closest to the overlock of the tile being set. zr� r �•-^»} 2. Continue in same manner.Insure approximately 17 trn�es�p •na� (109.7 cm2)—23 (148.4 cm2)square inch adhesive �.� contact with the underside of the tile. '� E;•virCloa�r M.ash•+o�++�uk High Profile/Single Pan Tile #whan r+�qui,Nd► lsnddg►R+w+s+�th 171 ��y�,.��,�. •aNNWVV,, 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 ioh x under the pan portion of the tile closest to the overlock of the tile being set. IN, Weutaas 2. Continue in same manner. Insure approximately 17 I' • (109.7 cm2)—23 (148.4 cm2)square inch adhesive ``�'`, .• •. r '. •• contact with the underside of the tile. law 6* li iw. �En. ��clotvrr • ••• • ••• • • • • • • • • • • • • •• •• NOA No.: 16-0315.01 MIAMMADE COUNTY • •• • • •• • • • ... l •• ••• Expiration Date: 05/10/17 Approval Date:04/07/16 ••• ••• Page 6 of 11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL#2 ger a+�er .*,t�raa Flat/Low Profile Tile V0400"Y "' 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 TY ,: the tile being set. Insure approximately 17 (109.7 cm2) • �t., —23 (148.4 cm2)square inch adhesive contact with the [iM•t�uns• '•'-•. underside of the tile. " '•_` r 2. At the second course,apply a minimum 2"(50.8mm) FWd, 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. ili�ensuuhl €c�+i•rM Medium Profile/Double Pan Tile h�fit+++re+�irr+�k � ,� „�,lr711ft 1. Starting at the cave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17(109.7 cm2)— T 23 (148.4 cm2) square inch adhesive contact with the `-, underside of the tile. ra9ttAeo opdw�al 2. At the second course, apply a minimum 2"(50.8mm) it - x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan r..•Court* F1W. 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 MAMMA DECOUNTY • •• • • •• • • • �MI .. ... Expiration Date: 05/10/17 Approval Date:04/07/16 ••• ••• Page 7of11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) 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 '4 onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the the being set. Insure approximately 17(109.7 cm')— r 23 (148.4 cm)square inch adhesive contact with the underside of the tile. b i 2. At the second course,apply a minimum 2"(50.8mm) Ex"count ~ � � x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the 10 oWi, underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner.Insure approximately 17" (109.7 cm) - 19(122.6 cm)square inch adhesive contact with the underside of the tile. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... . . . . . . . . . . . . •• •• NOA No.: 16-0315.01 MIAMMADE COUNTY • •• • • •• • • • •• ••• Expiration Date: 05/10/17 Approval Date:04/07/16 ••• ••• Page 8of11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL#3 wtl ttrough plastic cameo W4(between tiles) (whenregL*edi 1. On the eave course only,apply a minimum 2" (50.8 Battens optional ° mm)x 10" (254 mm)x 1" (25.4 mm)foam paddy 1rinndwdel onto the underlayment positioned as shown,under tish4epawy 4,�{ the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest W to the overlock of the tile being set. Leave �T,/ 4 =., z approximately 4" (10 1.6 mm)up from the eave singlepAdyr ,J� `-•� '�� edge free of foam to prevent the expanded adhesive °A `r 2z4in '"` from blocking the weep holes. Insure approximately 17-23 int(109.7-148.4 cmZ)of adhesive contact with the underside of the the 02 rasda 2. Apply a 4" (101.6 mm)x 4" (101.6 mm)x 1" (25.4 mm)foam paddy onto the underlayment just below FlattawProfile Tile the second course line positioned foam paddy under the strengthening rib for flat tile,or under the ftfldm ughphnsticcement single paddy undertile pan portion of the tile,closest to the underlock for (when nKp& Paddy(between titesi the second course tile to be installed. Insure approximately 8-9 int(51.6-58.1 cm')of adhesive amens omdertuej contact with the underside of the tile. 1 sk4e �i p� ` �'� (Instructions continued on next page) entol�p�qq�y•�`6:4 in. x4 ink paddyon undertapneit 2 in. Ease Closure Ere Course Fasda Medtuin PraAteTile .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... . . . . . . . . . . . . •• • •• NOA No.: 16-0315.01 MIAMI•DADE COUNTY • •• • • •• • • • •• ••+ Expiration Date: 05/10/17 Approval Date:04/07/16 •.• . ••• Page 9 of 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) bi1d11ilr U0 pbsdc Stags:paedp ceder We t.dHarege>1►+dt 3. Also apply a 2" (50.8 mm)x 4" (101.6 mm)x 3/<" raddPtbee.eeawes) (19 mm)paddy on top of the eave course tile meas �daw pWart�tW 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. ,Sb* Install second course of tile.Insure approximately 4X4kL 9 (5 8.1 cm2)- 11 (71 cm2) square inch adhesive contact with the underside of the tile at the overlap :xa -�` and 7(45.2 cm')-9(58.1 cm2)square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. Ewe coarse ` da 10111 1 Eawle donne DeWOAP High P"fue TIM .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... . . . . . . . . . . . . .: . •.• : .. : : NOA No.: 16-0315.01 MIAMMADE COUNTY • •• • • •• • • • 1 .. ... Expiration Date: 05/10/17 Approval Date:04/07/16 ••• • • ••• • • 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)Pince enough adhesive to achieve 65 to 70 sq in. Steep pitch applications / / in contact with the pan tile. (when required) (50.8 mm)x 10"l254 mm)x 1"l25.4 mm)foam 2)Tumcovers upside down.Placeadheslveln paddy onto the underlayment positioned as to 1 in.from outside edge of cover tile. shown under two adjacent pan tiles. Support eave Then install the tile.Ensure 20 to 2S sq.in.contact area. i° tiles from rocking until adhesive has a chance to Undedayment y" 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 Sheathing of the pan tile. Eavo(mot closure (motarshown) 3. Tum covers upside down exposing the underside Weephole Fascia Board of the tile.Apply a minimum 1"(25.4 mm)x 10" (254 mm)bead of adhesive directly on the inner Remove top portion of the eave course cover 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 cm2)-25 (161.3 cm2)square inch contact area on each side of the cover rile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive.Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required,2"(50.8 mm)x 4"(101.6 mm)nailers or the tie wire system using galvanized, stainless steel,or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • ••: • ••• : • •• NOA No.: 16-0315.01 rfle�rtaoaoe eoi t�rir ••• 0• ••• a• 000 ••• Expiration Date: 05/10/17 Approval Date:04/07/16 ••a • • • • ••+ • • Page 11 of 11 PLAN REVIEW FINAL APPROVAL DEP ENTOF ENVIRONMENTAL RESO RCES viA' ENT 6)5)6— eRE RF (EWER IP �I JQNA'URE ATF . ... . . . . .. . .. . . . .. ... .. . . ... . ... . . . . .. . . .. . .. .. . . . .. .. .