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RF-19-412ek I ' E�Glli'EIIRiNG 4225 SW 71 Ave, Miami. FI 33155 Tel: 786-398-9179 Fax: 786-800-2627 a1 roofinspection(cD_gmail.com LAB CERTIFICATION #16-0510.15 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 06/27/2019 Roofing Contractor A & E BROTHERS ROOFING, INC. Permit # RF-02-19-412 Job Address 10828 NW 2ND AVE Miami Shores FL 33168 Owner's Name SANTIAGO GARCES Type of Tile FLAT TILE 13" Approximate Roof Height 12' feet Approximate Square Footage of Roof 18 Date Tested 06/27/2019 Contact Name EDY Roof Pitch 4/12 ftz Number of Tests 44 Date Installed Type of Access to Roof LADDER Required Testing Force 35 Lbs Testing Equipment F.G.E.100 Phone # 305-815-7208 LOCATION # OF TEST PASS # OF TEST FAIL Corner 7 Tests 7 Pass Test Fail Perimeter 15 Tests 15 Pass Test Fail Field 18 Tests 18 Pass Test Fail Ridge 4 Tests 4 Pass Test Fail TOTAL 44 Tests 44 Pass o Test 0 Fail INACCORD t�NIjH TU ; CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIRiO ITS OF LADE LOJY 1Y WITH NO DEVIATIONS. THIS REPORT IS NOT GUARANTEED IN CASE OF CASE OF NATURAL DISASTERS. THIS REPORT IT IS NOT VALID FOR INSURANCE CLAIMS. ✓-� �a : .4-4Z a«y�RhAN T• IF1lAi�` I tv I Ili I Job Address 10828 NW 2ND AVE Miami Shores FL 33168 Permit Nairnber RF-02-19-412 ' r Roof Drawing Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 NIM Issue Date: 02/26/2019 Location Address Parcel Number 10828 NW 2ND AVE, Miami Shores, FL 33168 1121360020170 Contacts Permit NO.: RF-02-19-412 Permit Type: Roof Work Classification: Tile Permit Status: Approved Expiration: 08/20/2019 SANTIAGO GARCES Owner A & E BROTHERS ROOFING, INC. Contractor 108282 ENDURYS EDDY ESPINOSA 8400 SW 37 ST, MIAMI, FL 33155 Business: 3058157208 Description: RE -ROOF TILE Valuation: $ 4,700.00 Inspection Requests: Total Sq Feet: 1,701.93 Fees Amount Application Fee - Other $50.00 CCF $3.00 DBPR Fee $4.13 DCA Fee $2.75 Education Surcharge $1.00 Roofing Fee $225.00 Scanning Fee $9.00 Technology Fee $6.88 Total: $301.76 Payments Date Paid Amt Paid Total Fees $301.76 Check # 3012 02/26/2019 $251.76 Cash 02/21/2019 $50.00 Amount Due: $0.00 Building Department Copy 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 information is accurate and that all work will be done in compliance with all applicable laws regulating constru >and zoning. Furthermore, I authorize the (�above lnamed contractor to do the work stated. p / 'K. e �Q � II✓l(11� i I �� ��2 /� Authorized Sign ure: Owner / Applicant / Contractor / Agent Date February 26, 2019 Page 2 of 2 BUILDING ,\\O\ Miami Shores Village RECEIVED Building Department FEB 21 2019 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 0j `1 INSPECTION LINE PHONE NUMBER: (305) 762-4949 0 FBC 20 Master Permit No. '0 �- t q Q V2 PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC j' ROOFING Sub Permit No. ❑ REVISION ❑ EXTENSION 7RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: <ab 2, 8 Nw a 1r4k City: Miami Shores County: Miami Dade Zip: `. 3 / (LO A Folio/Parcel#: 4P 0) -)-o Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: T OWNER: Name (Fee Simple Titleholder): ,1 D Lei �Y Phone#: 01 7)" 75-47- 395 Address: o&?16 u(k) zl-a-xt City: shbaw State: 114:/ Zip: 3a/&19 Tenant/Lessee Name: Email: S(,i/)QQ Phone#: v V // V CONTRACTOR: Company Name: d Nwv Phone#C�� JCS �O Address: V60 a) 3-) JT City: 991�L State: F1 �4- Qualifier Name: /IG�� //Ji�GCJPhone#: State Certification or Registration #: Certificate of Competency* DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: O "� 3 Value of Work for this Permit: $ � 0• Square/Linear Footage of Work: '� �'O I If f Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: Fz • w FO :11 LG Specify color of color thru the: Submittal Fee $ Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary; Double Fee $ Bond $ =�(M. TOTAL FEE NOW DUE $ 2 C. (Revised02/24/2014) -=� �i - --) C-z' Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Sri 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. Signature OWNER or AGEN The foregoing instrument was acknowledged before me this 10, day of VAY U 011.1 20 1411 , by Ccaka a 6 �ALCCLS, who is personally kno ato lJ' me or who has produced T as identification and who did take an oath. NOTARY PUBLIC: CONTRACTOR The foregoing instrument was acknowledged before me this 0% day of f V R lr� y 20 19 by S �� �i��rsonally known_to me or who has 11roduced as identification and who did take an oath. NOTARY PUBLIC: Sign: L. A C 0 &% A. Sign: ?-I— . A<D S's A Printt�XIIINCLCG10 S A Print: CGLL ko 4OSi.4 Seal: ,RYlop REINALDO ACOSTA # GG000692 Seal: � e' _ R1=INALDO ACOSTA MY COMMISSION # GG000692 MY COMMISSION EXPIRES June 09, 2020 '?OF FtO: EXPIRES June 09, 2020 FondallotarYs rv-e cortr*****#*********#****##*#*******#**# (407)308-0153 * #**I*#***##*****#*#**##***# APPROVED BY L� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) P• i 3 OWNER'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FANIILY RESIDENTIAL STRUCTURES (: PURSUANT TO SECTION 553.844 F.S. i k t To: V �. Re: Owner's Name E �,i Property Address -/f¢, W GL Roofing Permit Number r. Dear Building Official: o f 1 A certify that I am not required to retrofit the roof to wall connectionsoff mybuilding because: y r 6 The just valuation for the structure for purposes of ad valorem taxation in less than $300,000.00. Code i•, UThe building was constructed in compliance with the provisions of the Florida Building (FBC) or with the provisions of the 1994 edition of the South Florida Building Code (1994 SFBC). F / I!. l Signature o operty Ow er AOLt Print Name i STATE OF FLORIDA COUNTY OF MIA1VII-DADS Sworn to and subscribed before me this M _ 0 i day of f&6y & >T , 20 L ! (SEAL) ncia Bolanos NOTARY PUBLIC STATE OF Pgwnally known GFLORIDA G26M5 or Produced Identification C 9 Expires 10114/2022 i' When the just valuation of the structure for purposes of ad valorem taxation is equal to or more .than $300,000.00, and the building was not constructed in compliance with the FBC nor with 1994 SFBC, and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided. c:v3=u= wW Sduvpet41a1y a o Humus act :xoor� nffdntit Camplwxr926 U3�61e. be i s 4' i t 2/21/2019 Property Search Application - Miami -Dade County 0 OF THE PROPPERTY �� 2 a' APPRAISER Summary Report Property Information Folio: 11-2136-002-0170 Property Address: 10828 NW 2 AVE FL 33168-4302 Owner SANTIAGO GARCES ADRIANA CORTAZAR Mailing Address 10828 NW 2 AVE MIAMI SHORES, FL 33168 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2 / 1 / 0 Floors 1 Living Units 1 Actual Area 1,329 Sq.Ft Living Area 1,098 Sq.Ft Adjusted Area 1,214 Sq.Ft Lot Size 8,750 Sq.Ft Year Built 1945 Assessment Information Year 20182017 2016 Land Value $188,300 $188,300 $157,500 Building Value $84,494 $84,494 $91,050 XF Value $2,470 $2,502 $2,534 Market Value $275,264 $275,296 $251,084 Assessed Value $275,264 $275,2961 $186,860 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $64,224 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description SHORELAND HGTS PB 43-85 LOT 15 LOT SIZE 70.000 X 125 OR 18708-3877 06 1999 6 COC 26366-4693 05 2008 1 Generated On : 2/21/2019 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $225,264 $225,296 $136,860 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $250,264 $250,296 $161,860 City Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $225,264 $225,296 $136,860 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $225,264 $225,296 $136,860 Sales Information Previous Sale Price OR Book -Page Qualification Description 06/23/2016 $357,000 30148-2706 Qua] by exam of deed 10/29/2013 $265,000 28904-3948 Qual by exam of deed 05/01/2008 $271,000 26366-4693 Sales which are qualified 06/01/1999 $65,000 18708-3877 Other disqualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version DATE: +Z-"«//? State of: AvW-vve", County of: : o r, Before me this daypersonally appeared L�sA s /k° p y pp who, being duly sworn, deposes and says: That he or she will be the only person working on the project located at: rog z � cur✓ a2i9a�' ����� s,�a2�s �� 3 3/6 CY Contractor Signature Sworn to (or affirmed) and subscribed before me this iq day of �_va� c 20 Lq Personally known OR Produced Identification Type of Identification Produced REINALDO ACOSTA My COMMISSION # GG000692 EXPIRES June 09, 2020 ;dv)) "+53•G153 FloridaNeuvyService corn Q,, . J4 C05 -e A Print, Type, or Stamp Name of Notary Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 IV011Ge io VWfler — vvvrKers %..UrnPrd11bdL1U11 111burdlit;e r-xer11uuUr1 Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: l . The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. _ ) Signature: State of Fli County of Miami -Dade ay The foregoing was acknowledge before me this _9 day of rU4 20. By 9ahl+ aCop C)Q tt CA✓S who is personally known to me or has produced as identification. Notary: C pST/'1 REINALDO ACOSTA "°°P Y MY COMMISSION # GG000692 SEAL: f .. r��.� ' EXPIRES June 09, 2020 Floridallo'.ary3orwcc con• U iOPO: C mc)m o 1 Z m a A r , Z6 42 E a O CD CDZ # n o to Lam") O a coo 18 �a 7 % ROOF A RES Rorfda Building Cod& 6th Edition (2017) fl High Veloli IW Hurricane Zone Uniform Permit Applic�io t B Section A (General Information) aster Permit No - Process No. U a a Dntractoes Name `l yU �!>10- )b Address-� kW l W �a� �[,Q, M . � Q ROOF CATEGORY ' ❑ Low Slope 13 Mechanical Fastened Tile •' ` • • • • • • • • • • )Y Mortar�kr>:e �rve Se(Tdes ❑ Asphaltic Shingles 13 Metal Panel/Shingles ❑ {Wood Sogles/Shakes El• • • • Preseitfiti� BUR-RA5 ISO - a"& • • • • • ROOFTYPE ..'..' �••••• ••.••.a C} New roof ❑ Repair 0 Maintenance Reroofing ""' XJ Recovering ROOF SYSTEM INFORMATION • • • • • • RE��E�V� • law o o rea S Ste Sloped Root : • "' pe (F} Steep ped AREA (SSA • • �otaf FEB 21 2019 / 9-0 1. 93 sions of sections /,-7C-/ 3 9 Section a (Roof Plan) fl istrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains_ trrciude dimes- fl levels, dearly identify dimensions of elevated pressure zones and location of parapets_ fl 1 � { ■���■■ olAlWN����_ n PA,. w!i//i�i�i� USE ANN��iv��i FLORIDA BUILDING CODE— BUILDING, 6th EDITION (2017) A r Measurements 10828 Nw 2 Av, Niami 611bles, Florida .... ...... ...... . .. ...... ..-. -. d-6 .... . .. ..... Ridge ...... ..... 69' 11 " 43'4' .. .. ...... • ...... 0 0 4 .10'7" • _.... I Hip •,.• .... .. . • 0000 . Valley 25' 5" a Rake + I ti f 77' 9„ ( N ' Eave 01 105' 0, Flashing { I Step Flashing .' 25' 3" Note: all measurement are in feet 9'T 9'4" page 2 of 4 Roof Area 10828 Nw 2 Av, Miami 016tes, Florida .... ...... ...... .. . . .. ...... I TotalArea: � ...... ' �• •� ••�•�� 1,701.93 sgft •••••• •'1 A• ...... Total Slopes: re .. • �' • • • • • • 684. j' ' 6 ••••140.37 ' Area 1 Pitch 4/12 1 1,701.93 sgft 532. 1/ 110.82 106.33 127.73 page 3 of 4 r f Florida juilding Code 6thlEdition (2017) High -velocity Hurri I sae Zone Uniforrh Permit Application Form Raaf Systems t E—q koo i A.- Pto s 'ta'Mfrauva Design ry�inci F. -was, if Appgi &bie (From RAS �`��•4C:-��a�� l��uor ��: t p.je 39. 69 j Jlsthod of life atiaacha.e'ni: fiwj. --PO '�nr l� Q. S •- ue- 11 ( 5 . : (f-b FZ �Ro �f Mmrlse Ifewiiafflon s -0-J O GD b--??G Per Type : Sipecin ,: sT7 • • • � � 6'o o? ,elf _120c' 4dheswe a Irps., S� F Ad �e lr G" vek t uri33P.4�9fi! a- �i 5� 0 G Building Code 5` Edition M-173 r _Js e enarkit APPlIcatle Ferro, =1,T _.'lam-,-:.e ✓.ii3 d it 'lJc�u t L,saE,yr.' eaV} n .mr4 x•^'" az a,.; _ j;t�.^itn..L4'r �r!r:- vsE '1v �:�� p�2 t. �r rf'i t n,a _r o tiev �- a -.�� r �h3 5 'Fr•.. nsi-" te ngn ar GTm2" —s f -e WL.- _ en-ch Tea: .4 yc-Dfs ljLje:" eMi mme f,C3 is ann^'r ^ ��' �Y:i'C'a_� r- � ;y:�' .. _='��"'�: qq n � e� •.yam/ z'�._ _� ��.3.''. ri, a=, 'S • • •... • Jan/�i 4�i —.:.�� l.Y �^ V♦ —�_ = iif` �- �1 '2v ccjTty� F:rY •31 • • on, i19 � la-�ita �C 'Casu 3'': :oa _ _ _ ^--. � cv �_� :J:Z • . • • • • • �:";is__-Y'a�_-�z1="� �•�_9'��3r x.;�L^+nf;�y'�n�n'- z-,V+. ••..•• • • za_.cef.._:�A•, :] v-[ _ =�1 ^? _�� _n 'r `�. 5 a • jy:,� ter, ay _ •,` — ' =fir x srT P? ar er;rJ 1 127Tabs ; ?rbysara nt irk �jY ysSrie; F Em Most r DEPARTMENT OF REGULATORY AND ECONOM BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NO) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 RESOURCES MIAMt-DADS COL : 'TY PRODUCT CONTROI:, SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 2474 T (786) 315-2590 F (786) 315 2599 . SCOPE: This NOA is being issued under the applicable ri documentation submitted has been reviewed and used in Miami -Dade County and other areas whe This NOA shall not be valid after the expiration (in Miami -Dade County) and/or the AHJ (in are, product or material tested for quality assurance I manner, the manufacturer wil I incur the expense suspend the use of such product or material with if it is determined by Miami -Dade County Produ requirements of the applicable building code. This product is approved as di ribed herein, an including the High Vel i Hu ricane Zone of t DESCRIPTION' Bel Ai , el Air Double Eal Low Profile Concrete Tiles es and regulatioi ccepted by Miat allowed by the ite stated below. other than Miami rposes. If this pro f such testing and their jurisdiction Control Section 1 has been desi Florida Buil Ponderosa, so governing the use of consttiAeii materials. T e -Dade County RER -Prods 0untrol Swition-to be uthorityHaving Jurisdictiofl•• .....• • . he Miami -Dade County Pva wA*Contr(!1T 1 n Dade County) reserve thee igl�t•to have this. uct or material fails to perform in the aecei;te :he AHJ may immediatel4revpfi4, modify, or RER reserves the right to ?evoke this $ccp4t ce, iat this product or material fails to meetIRL* • to comply with the Florida Building Code Double Eagle, Golden Eagle LABELING: Each unit shall bear a permanent abel with the manufacturer's name or logo, city, state and toll statement: "Miami -Dade County Product Contro Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered aftor a renewal application has been filed and there has been no in the applicable building code negatively affecting the performanceof this product. TERMINATION of this NOA will occur after the expiration date ar if there has been a revision or change in the materials, use, and/or manufacture of the producl 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 sec ion of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number prec ed by the wordsMiami-Dade County, Florida, and followed bf the expiration date may be displayed in advertising I terature. If any po ion of the NOA is displayed, then it shall be one f in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors shall be available for inspection at the job site at he request of the uilding Official. This NOA renews NOA No.] 5-0223.18 and conl'sts of pages 1 thro�gh 9. The submitted documentation was reviewed by gaspar J Rodriguez. NOA No.:16-03 4.06 Expiration Date: 10/ 5/21 Approval Date: 06/ 6/16 i Page bf 9 ROOFING ASSEMBLY APPROVAL Category Roofing Sub Category: Roofing Tiles Material: Concrete I. SCOPE: This approves a new roofing system us Products .LLC in Sumterville, FL a locations where the pressure requirem design pressure values obtained by c section 4 herein. The attachment calculi 2. PRODUCT DESCRIPTION: Manufactured by Applicant Dimensions Bel Air Lenght = 17" Concrete Tile Width = 12 '/4" Thickness = %2" Bel Air Double Eagle Concrete Tile Ponderosa Concrete Tile Ponderosa Double Eagle Concrete Tile Golden Eagle Concrete Tile Trim Pieces ng "Low Profile 1 d described in Se nts, as determines lculations in com bons shall be don Test Specifications TAS 1.12 Type 3a Class III Lenght = 17" TAS 112 Width = 12'/4" Type 3a Thickness ='/2" Class III Lenght = 17" TAS 112 Width = 12 '/4" Type 3a Thickness ='/" Class III Lenght = 17" TAS 112 Width = 12'/4" Type 3a Thickness = %2" Class III Lenght = 17" Width = 12 '/4" Thickness ='/ Lenght = varies Width = varies varying thickness TAS 112 Type 3a Class III TAS 112 :onerete Tile" as manufactured by EaglV jjo( lion 2 of this Notice of. Acceptance'.�Qr. U by applicable Building Co4e,:do not.exceei )fiance with RAS 127 &Krrg•the values e!0( as a moment based syste". • • • • .... .. • . .... . .. Pfddddt • DestiR i n • Flat profile concrete raof tile equipitdtieith nail holes. For adhesive.Aet,:directllec�pr battened nail -on applications. •.... • Flat profile concrete roof tile equipped with nail holes. For adhesive set, direct deck or battened nail -on applications. Flat profile concrete roof the with slate fini! equipped with two nail holes. For adhesive direct deck or battened nail -on applications. Flat profile concrete roof tile with shake fin equipped with two nail holes. For adhesive direct deck or battened nail -on applications. Flat profile concrete roof the brushed finish equipped with two nail holes. For adhesive direct deck or battened nail -on applications. Accessory trim, clay roof pieces for use at h rakes, ridges and valley terminations. Manufactured for each tile profile. tm g ,e in..I... .the +.. d in..:... ...... two:� 1 ...;..: NOA No.:16-031� .06 Expiration Date: 10/ /21. Approval Date: 06/1 /16 Page 2 of 9 2.1 EVIDENCE SUBMITTED: Test Agency PRI Asphalt Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. ATL of South Florida ERPF-001-02 01 7161-03 Appendix I 7161-03 Appendix I 7161-03 Appendix I P0402 Letter Dated A g. 1, 1994 P09647-01 94-084 25-7094-(2, 5, , , 8) 25-7183-(5 th 6) 25-7214-(1, 5, 8) 25-7487-2 25-7496-(1 & 4) 25-7804-6 520109-1 52011.1-4 520191-1 Calculation Calculation RT1214.01-5 W Test Name/Report TAS 112 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) ...... it Resistance Testing of se"v v9. smooth shank nails • • • • Wind Tunnel Testing • • • TAS 108 (Nail -On) .. • • • • Wind Tunnel Testing ;.•;•; TAS 108 (Mortar Set) " Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 aerodynamic Multiplier ing Moments Due to Gravity TAS-I 12 Aug. 20p6 Dec. 1 , 1 Dec. 19 D�d'1.9 1 •' Sept.19 3 . Aug194 Aug! 19)4 Maj j9 4 •• Oct. 1994 Feb. 19 5 March, 109 Dec. 19 5 Dec. 19 5 Sep. 19 6 Dec. 19108 March 1119, Sep.20 6 Sep.20 6 12117/1 NOA No.:16-0314.06 Expiration Date: 10/ 5/21 Approval Date: 06/16/16 Page � of 9 3 LIMITATIONS: 3.1 Fire classification is not part of this accep 3.2 For mortar or adhesive set tile application required, refer to applicable Building Cody 3.3 Applicant shall retain the services of a Mi accordance with TAS 112, appendix W. Control Section for review. 3.4 Minimum underlayment shall be in comp section 4.1 herein. 3.5 30/90 hot mopped underlayment applicati otherwise by the underlayment material 3.6 This acceptance is for wood deck applica applicable Building Code. 4 INSTALLATION: 4.1 Eagle Roofing Products LLC Bel Air, Bel Flat Concrete Roof Tiles and its compor Standard RAS 118, RAS 119 and RAS 12( 4.2 Data For Attachment Calculations a static field uplift test in accordance with TAS 1.06 shall be -Dade County qertified Laboratory to perform quarterly test is :h testing shalt te submitted to the Miami -Dade County Produ ince with the appl cable Roofing Applications Standards lis;eA• ns may be installe perpendicular to the roof sfcfpe enless ousted, nufacturers published literature. • • • • • • • • • )ns. Minimum deck requirements shall be inr&UMPJ`lance with" .. + w w Jr Double Eagle, onderosa, Golden Eagle,Vonde$osa DoubreE its shall be instal ed in strict compliance *ith Roofing Applri w w+w+ Table 1: Average eight (W) and Dimensions (I x w ) Tile Profile Weig t-W (Ibf) Length -I (ft) Width-w ft) Bel Air, Bel Air Double Eagle, Ponderosa, Go Eagle, Ponderosa Double Eagle Flat Tile den 11.4 1.42 1.03 Table 2: Ad rodynamic Multipliers - A (ft3) Tile Profile A (ft3) A (ft3 Batt an Application Direct D i flon Bel Air, Bel Air Double Eagle, Ponderosa, Golden 0.301 0.278 Eagle, Ponderosa Double Eagle Flat Tile e� . Restorin Moments due to Gravity - M9 (ft-Ibf) Tile 4' 12" ':12" 6":12" Greater t an Profile Q7"� 7":12" Bel Air, Bel Air Battens Direct Battens Direct Batters Direct Battens Direct Battens Direct Double Eagle, Deck Deck Deck D ack Ponderosa, 7.48 7.7 f 7.37 7.59 7.22 7.44 7.05 7.27 6.86 707 Golden Eagle, Ponderosa Double Eagle Flat Tile C NOA No.:16-031 .06 MIC Expiration Date: 10/ /21 Approval Date: 06/1 /.16 Page 4 of 9 Table 4: Attachment Res stance Expressed as a Moment - Mf (ft-Ibf) f ir Nail -On Syste s Tile Fastener Type Direct Deck Direct Deck Batten Profile (rr n 15/32" plywood) (min. 19/32" plywood) Bel Air, Bel 2-10d Rinq Shank Nails 30.9 38.1 17.2 Air Double 1-10d Smooth or Screw 7.3 9.8 4.9 Eagle, Shank Nail Ponderosa, 2-10d Smooth or Screw 14.0 18.8 7.4 Golden Shank Nails .••. Eagle, 1 #8 Screw 30.8 30.8 .'. •tat Ponderosa 2 #8 Screw 51.7 51.7 : •�4.'4 Double 1-10d Smooth or Screw 24.3 24.3 2 V2 Eagle Flat Shank Nail Field Clip); �••��• Tile 1-10d Smooth or Screw 19.0 19.0 '....• Z��1• Shank Nail Eave Clip) ..... • • 2-10d Smooth or Screw 35.5 35.5 so'*** ! • Shank Nails (Field Clip) .•...• . 2-10d Smooth or Screw 31.9 31.9 �.M3 • Shank Nails Eave Clip)�•� . .. • 2-10d Ring Shank Nails' 50.3 65.5 w 1W.3 1. Installation with a 4" the headla and fa eners are located a min. of 2'/2" from head of tile. Table 5: Attachment Re dstance Expressed as a Moment Mf (ft-Ibf) for Two F atty Adhesive S A Systems Tile Profile Ti a Application Attac sta nic Bel Air, Bel Air Double Eagle, Ponderosa, Go den Adhesive' 31.32 Eagle, Ponderosa Double Eagle Flat Tile 11 1 See manufactures component approval for ins allation re uireme ts. 2 The Dow Chemical Company TileBond Avera a weight per patty J13.9 grams. ICP Adhesives Polyset® AH-160 Average wei ht per patty 8 gra s. Table 6: Attachment Res for Single Istance Express ratty Adhesive d as a Moment - Mf (ft-Ibf) et Systems Tile Profile Tile pplication Attachment Resista ice Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile ICP Adhesives Polyset® AH-160 118.93 ICP Adhesiv as Polyset® AH-160 40.44 3 Large paddy placement of 45 grams of Pol Pr TM 4 Medium paddy placement of 24 grams of PolyffroTM. Table 7: Attachment Resi foi stance Express Mortar Set Syst d as a Moment - Mf(ft-Ibf) ams Tile Profile I I Tile Application Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, G Ponderosa Double Eagle Flat Tile [den Eagle, Mortar Sets 43.9 5 Tile-Tite Roof Tile Mortar. NOA No.:16-03 4.06 Expiration Date: 10/ /21 C1=C1WE14_TY Approval Date: 06/1 /16 Page 5 of 9 I 5. LABELING : All tiles shall bear the imprint o identifiable marki ig of the manufacturer's name or logo (See Detail Below), or following statelent: "Miarni-Dadq County Product Control Approved". il;;J, 1117) (LOCA ED ON UNDERSIDE OF TILE) J OR EAGLE FL (LOCATE ON FRONTSHD E OF TILE) I .... ...... • • BEL. AIR, BEL AIR DOUBLE EAGLE, P§I. NDEROSA, GOLD1ITFRVILLE N EAGLE, PONDEROSA DOUBLE EAGLE CONCRETE ROO TILE , SUPLATY"r 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be companied by cor ies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by HJ or applicable Building Code in order to properly evaluate the installation of this system. hrnr�a�ue cri � NOA No.:16-031 .06 Expiration Date: 10/0 /21 Approval Date: 0611 /16 Page 6 of 9 1740 o FILE DRA BEL AIR AIR DOUBLE EAGLE i 2 W1 NOA No.aG-031 .06 Expiration Date: 10/0 /21 Approval Date: 06/1 /16 Page 7 of 9 �6 l3 741 PONDEROSA DOUBLE NOA No.:16-031 .06 Expiration Date: 10/0 /21 Approval Date: 06/1 /16 Page 8 'f 9 ENDIGOLDEN EAGLE F THIS ACCEP ANCE NOA No.:16-031�1.06 Expiration Date: 10/05/21 Approval Date: 06/146 Page 9 of 9 TCT 7::�)] DEPARTMENT OF REGULATORY AND ECONOM BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE i Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 RESOURCES SCOPE: This NOA is being issued under the applicable " es and regulation documentation submitted has been reviewed and ccepted by Miam used in Miami -Dade County and other areas wheI e allowed by the / This NOA shall not be valid after the expiration ! ate stated below. 1 (in Miami -Dade County) and/or the AHJ (in areas other than Miami product or material tested for quality assurance p� rposes. If this pros manner, the manufacturer will incur the expense iii, f such testing and suspend the use of such product or material within their jurisdiction. if it is determined by Miami -Dade County Produ t Control Section t requirements of the applicable building code. This product is approved as described herein, and has been designed including the High Velocity Hurricane Zone of th"k Florida Building DESCRIPTION: Polyglass Polystick U MIAMI-DADE CO PRODUCT CONTROL SE( 11805 SW 26 Street, Roc Miami, Florida 331T T (786) 315-2590 F (786) 31' veining the use of copStrurtjon materlalc.•'. ide County RER - Produ&Gontrol Seotion iority Having Jurisdicti!oon AHJ). • • • Miami -Dade CountyJlrodxat Control Sect de County) reserve thoocight to hav'e this • t or material fails to pet"in the acetpte AHJ may immediately revdke, m("Lr ER reserves the right:o r0a-e this accejta this product or material fails to maettge • • • • • comply with the Florida Building Code ode. LABELING: Each unit shall bear a permanent l 161 with the manui cturer's name or logo, city, state and followi statement: "Miami -Dade County Product Control I kpproved", unless 3therwise noted herein. RENEWAL of this NOA shall be considered after a renewal applicE t on has been filed and there has been no cha in the applicable building code negatively affectiri y the performance this product. TERMINATION of this NOA will occur after th expiration date oi if there has been a revision or change in the materials, use, and/or manufacture of the product r process. Misuse this NOA as an endorsement of any produc for sales, advertising or any other purposes shall altomatieally termir ate this NOA. Failure to comply with any sec of this NOA shall be cause for termination and re , oval of NOA. ADVERTISEMENT: The NOA number prec ded by the word3 Miami -Dade County, Florida, and folio, by the expiration date maybe displayed in ad rtising literature If any portion of the NOA is displayed, t it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall te provided to the er by the manufacturer or its distributors and shall be available for inspection at the job site at th request of the B .ding Official. This NOA renews and revises NOA No.14-0717.0 and consists of pa es 1 through 8. The submitted documentation was reviewed by G par J Rodriguez. II1l 208 474 •",. rru+paaof oixrrY NOA No.: 15-0410 04 ' Expiration Date: 09/13 1 Approval Date: 08/11 16 Page 1 of 8 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Cate2ory: Underlayment Material., SBS , APP Self-Adhc PRODUCTS DESCRIPTION: Product Polystick IR-Xe Manufacturing Location # 1 & 42 Polystick Dual Pro Manufacturing Location #2 Polystick Tile Pro Manufacturing Location #2 Polystick TU Max Manufacturing Location # 1 & #2 Polystick TU P Manufacturing Location 92 Polystick TU Plus (Surface Printing) Manufacturing Location #1 & #2 Polystick NITS Manufacturing Location #2 Polystick NITS Plus illfanufacturing Location #2 Elastoflex S6 G Manufacturing Location #2 Modified Dimensions S Test cification M D 1970 A fin 65' x 3'3 }/s" AS I Or 65' x 3' polyr 60 mils thick sheet 61' x 313 j/s" TAS 103 and A rut 60 mils thick ASTM D 1970 reinfc metal 61' x 331/8" TAS 103 and A rub 60 mils thick ASTM D 1970 reinfc 65'8" x 3'3-3/8" TAI103 and A rub 60 mils thick AST, D 1970 water 32'10" x 3'3 3/s" TAI103 and A 130 mils thick AST D 1970 fi 65' x 313 ;/s" TA' 103 and A 80 mils thick ASTM D 1970 re 6518" x 313 3/s" T � S 103 A hon 60 mils thick I memb on the 65'8" x 3'3 j/e" T 21 S 103 A hon 60 mils thick memb on the 32' 10" x 3'3 %" TE AS 03 and Polyes D 6164 with a use in Product Description • • • • ;ranular/sand top surface. elf adher- * * ' r modified, fiberglass "gfgrjed, bi�irflLtA,, .aterial for use as an urvWCwent in sloped lies. Designed as an ice.&.rain shield . :rized asphalt self-adh�r2ij&,aass-fiper/pgly( :ed waterproofing merrltyapp! Desi�pfet9 i a )ofing and roof tile undgrlWvent. . . . :rized asphalt self-adhering,J91ass-fije»pely( ed waterproofing mentbfpe.:Desigped" a i and roof tile underlayment. . rized asphalt self -adhering, polyester reinfor )offing membrane. Designed as a a roof tile zed asphalt waterproofing membrane, gla ester reinforced, with a granular surface for use as a tile roof underlayment. zed asphalt self -adhering, glass-fiber/poly I waterproofing membrane. Designed as a id roof tile underlayment. ;eneous, rubberized asphalt waterproofing pie, glass fiber reinforced with polyolefinic f )per surface for use as an underlayment for i roof tile, slate tiles and shingle underlaymer ;eneous, rubberized asphalt waterproofing ie, glass fiber reinforced with polyolefinic fi )per surface for use as an underlayment for r roof tile, slate tiles and shingle underlaymer reinforced, SBS modified bitumen membra nded back face and a granule top surface. E )f the underlayment systems. e c FtrY NOA No.: 15-041 Expiration Date: 09/1 Approval Date: 08/1 Page 2 1 6 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL Ev Test Aizency Test Ide tifier Trinity ERD PI0870.01.08-R1 P10870. 4.09 P333601 6.10 P3337013.11 P33370j4.11 P36900 9.11 P37300.1 0.11 P40390.0 .12-2 P37590.0.13-1 P45270. 5.14 P46520. 0.14 P44360. 0.14 P43290.; 0.14 PLYG-SC l0 i, 0.06.1E-3 PLYG-1013 .06.16-1 PRI Asphalt Technologies PLJSA-03$ 02-01 PUSA-055 02-02 PUSA-089 02-01 T t T. T Test Name/Report TAS 103 S 103/ASTM D4798 & G155 ASTM D1970 TAS 103 •••• ASTM D 1623 ...... kS 103/ASTM D4798 &Qwlti. 110/ASTM D4798 & DIOX ASTMD 1623 •••••• ASTMD6164 •••••• 03, TAS 110 & ASTMID?6-23 ASTM D1623 :".'. TAS 103 & TAS 116 ' STM D 1970 & TAS i jQ • •: TAS 103 & TAS 110 STM D1970 & TAS 110 TAS 103 TAS 103 103/ASTM D4798 & G155 Date 12/04/ Q.7jq?/1 . D3/Q2/ 1 OW/ 1 09401/1 :9Q/nil • 08"7/1 97=1 05/12/1 WON] :4efi wl .10�1,711� 0aVol 1, 06/27/11 12/1 07/C Momentum Technologies, Inc. JX20H A TA 103/ASTM D4798 & G155 04/01/C RX 14E b A TA 103/ASTM D4798 & G l 55 11 /09/C DX23 8B TA 103/ASTM D4798 & G155 02/18/1 DX23I7 A TA 103/ASTM D4798 & G155 02/18/1 LABELING: i 1. All membranes or packaging shall bear the imprint or identifiab. and state of manufacturing facility and the fol owing statement: or the Miami -Dade County Product Control Seat as shown belov BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompan; ed by copies of 1. This Notice of Acceptance. 2. Any other documents required by the Building dfficial or applic installation of this materials. 1g of the manufacturer's name or logo, ity -Dade County Product Control Appro d" lowing: building code in order to properly evaluate M- NDA No.: 15-041 Expiration Date: 09/1 Approval Date: 08/1 i Page 3 l 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood r wood plank System Type E(1): o Anchor sheet mechani ally fastened to d Anchor/Base Sheet: One or more plies of ASTM D 226 Type Fastening: Per FBC 1518.2 & 1518.4 Nails and tin c base sheet only) Membrane: Polystick IR-Xe, Pol, stick Dual Pro, P TU P, Polystick TU P us, Polystick M Surfacing: See General Limitatio3 s Below. Deck Type 1: Deck Description: System Type E(2): Anchor/Base Sheet: Fastening: Membrane: Surfacing: Deck Type 1: Deck Description: System Type E(3): Anchor/Base Sheet: Fastening: Ply Sheet: Membrane: Surfacing: Wood, non -insulated Min. 19/32" plywood Anchor sheet mechan One or more plies of, Per FBC 1518.2 & 15 base sheet only) Elastoflex S6 G, hot See General Limitatir Wood, non -insulated Min. 19/32" plywood i Base sheet mechanic One or more plies of A Per FBC 1518.2 & 151 base sheet only) Polystick MTS Plus, s( laps. Polystick TU Plus, sel See General Limitation wood plank Ily fastened to d rM D 226 Type 4 Nails and tin ( )halt applied Below. wood plank ly fastened to d TM D 226 Type .4 Nails and tin ( adhered with m adhered. Below. membrane adhered or ASTM D 2626. s 12" grid, 6" o.c. at a minimum 4" head .... ystick Tile Pro, Polystick TU Max, raiiysti( or Polystick MTS PlusSself:adher®d. . S membrane adhered or A STM D 2626. s 12" grid, 6" o.c. at a minimum 4" head rap. ... , subsequent cap membrane self- adhere( r ASTM D 2626. 12" grid, 6" o.c. at a minimum 4"head lap. um 3" horizontal laps and minimum 6" CNOA=r- No.: 15-041C Expiration Date: 09/13 Approval Date: 08/11 Page 4 o 'for 1 8 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully ct sweep the deck thoroughly to remove arr 2. Place the underlayment over metal drip e 3. Place the first course of membrane parall Remove the release film as the membran shall be a minimum of 6". Roll the mem the roof with Polystick is acceptable. ME code. 4. When applying the membrane in the vall( membrane from the center outward in boi 5. For ridge applications, center the membr, 6. Roll or broom the entire membrane surfai to lap areas. 7. Flash vent pipes, stacks, chimneys and pe Notice of Acceptance. 8. All protrusions or drains shall be initially pressed in place and formed around the pi applied over the underlayment. GENERAL LIMITATIONS: 1. Fire classification is not part of this accep 2. Polystick Dual Pro, Polystick Tile Pro, used in asphaltic shingles, wood shakes ai slate roof assemblies. Polystick TU P may be used in all the pre Polystick IR-Xe may be used in all the pr Polystick TU Max may be used in non-sti Elastotlex S6 G may be used in roof tile s 3. Deck requirements shall be in compliance 4. Polystick IR-Xe, Polystick Dual Pro, Po Plus, Polystick MTS and Polystick MTS shall be free of irregularities. 5. Polystick IR-Xe, Polystick Dual Pro, Pol Plus, Polystick MTS and Polystick MTS as a recover system. 6. Polystick IR-Xe, Polystick Dual Pro, Pol Plus, Polystick MTS and Polystick MTS amount of days listed in the table below all exposure times; not to exceed the oreceedii ;ked for protrudi lust and debris p ;e in accordance to the eave, roll s applied. All si ine into place a# brane shall be b start at the low T directions. e and roll from th, so as to have full ions in with a 6" pi, )n to ensure lystick TU Plus, shingles, non-stri pus assemblies ous assemblies tural metal roo7, ems only. th applicable bi tick Tile Pro,] us shall be ago ck Tile Pro, s shall not be tick Tile Pro, Pc us shall not be le application. Pot maximum time I heads. Re -fasten any loose deck panels, and r to application. thRAS I11. the membrane to obtain maximum contact. laps shall be a minimum of 3-'/2" and end lap removing the release strip. Vertical strappin nailed in accordance with applicable b iiOdin >'nt and work to the high'point;rollinthe • enter outward in both iYM>;fldns. ntact with the surface, •giyjWspecio JWi * " * * * : nce with Roof Assembl,4mvent Product Co of underlayment. The flashing tape:9he{>:be fight fit. A second layer of 0otystick shall•be •••• ick MTS and Polystick MTS Plus may metal roofing, roof tile systems and quan except metal roofing. l except metal roofing and roof tile systems. 7d roof tile systems. code. ck TU Max, Polystick TU P, Polystick T a smooth, clean and dry surface. The deck t TU Max, Polystick TU P, Polystick directly over a pre-existing roof memb t TU Max, Polystick TU P, Polystick ised as a temporary roof for longer than reserves the right to revise or alter prod 1-1 Expoi ure Limitations s MTS IR-Xe Elastotle' S6 C. TU Plus TU P Tile Pro Dual Pro Winter Haven, FL Hazelton, PA 180 N/A 90 90 180 i N/A 180 180 180 N/A 180 N/A 180 N/A TU Max I MTS 180 180 180 N/A of 1 ..... rol•••••• NOA No.: 15-0410. 4 Expiration Date: 09/13/ 1 Approval Date: 08/11/ 6 Page 5 of 8 7. ' All products listed herein shall have a qu, Rule 61 G20-3 of the Florida Administrati 8. In roof tile application, data for the attach manufacturer's Notice of Acceptance. Polystick Tile Pro, Polystick TU Max, I set and mechanically fastened roof the ap Polystick Dual Pro is limited to mechani Polystick MTS and Polystick NITS Plus Section 9. Polystick TU P may be used in mechanic applications. 9. When loading roof tiles on roof tile under shall be as follows: (See Table Below) Tile Profile I Polystick MTS I Elas, S6 G ✓ assurance audi Code. nt resistance of accordance with the Florida Building tiles shall be as set forth in the roof tile stick TU Plus Elastoflex S6 G may be used in both adhesi itions. i fastened roof ile applications. limited to mec ically fastened with the limitations outlined fastenedrooftil applications with the exception of uibt`M ce • • •••• . . to 0 lent for (direct-0-deck) tile assemblies,abacawimA roafaslc !x Polystick U Plus, TU P, Poly%jjcjc. • Polysti v Tile Pr), Dual Pro TU Moz., MTS Plus Flat Tile Prohibited 4: 2 • • •' :12 6:12 S:12 without battens • • • • • • • Profiled Tile Prohibited 4: 2 :12 :76,12 f9••• without battens . The above slope limitations can be exceede only by using ba ns in accordance with the Approved'iile Sy, Notice of Acceptance and applicable FloridaBuilding Coderequirements. When battens are required, they s be utilized during loading and installation of tiles. 10. Care should be taken during the loading pr(cedure to keep foo I traffic to a minimum and to avoid dropping o tile directly on the underlayment. Refer to olyglass' Tile loa i ig detail below for loading procedure — two t. laid perpendicular to slope followed by a maximum four tiles ck parallel to the slope, for a total of 6 tiles — all underlayments except Polystick MTS v ich shall be load onto battens. l oling 'rites y Max Per Stack) i �- ` A�nEcic reurw8r � i Poi M F16s and caurrrtr NOA No.: 15-041 .04 Expiration Date: 09/13121 i Approval Date: 08/11 16 Page 6 or 8 it. Refer to prepared roofing system Product specific prepared rooting products. Polys Max, Polystick TU P, Polystick TU Plus used with any approved roof covering Not Polystick Tile Pro, Polystick TU Max, P Plus or Elastoflex S6 G as a component p If Polystick IR-Xe, Polystick Dual Pro, TU Plus, Polystick MTS, Polystick MTS Authority Having Jurisdiction (AHJ) or thi that appropriate documentation is providec testing results. POLYGLASS GENERAL PLEASE CHECK WITH LOCAL BUILDING LOCAL CODES MAY SUPERSEDE'. .ontrol Notice of. ick IR-Xe, Polysl Polystick MTS, ce of Acceptance ilystick TU P, Po urt of an assembly 'olystick Tile Pr( Plus or Elastofle Miami -Dade Coi to detail comoatil YGLASS L Polyglass does accept the direct applicatio� of Polystick unc cautioned to refer to applicable local buildi'fig codes prior to Please also refer to applicable Product Dat i Sheets of the co ceptance for listed approval of this product v k Dual Pro, Polystick Tile Pro, Polystick T llystick MTS Plus or Elastoflex S6 G may t ting Polystick IR-Xe, Polystick Dual Pro, itick TU Plus, Polystick MTS, Polystick. M the Notice of Acceptance. 'olystick TU Max, Polystick TU P, Polysti4 >6 G are not listed, a request may be glg- to y Product Control Secgon fpr approt&jrpki ity of the products, wirid.jjlSli$ resistancepani •.•V. .. %S FOR POLYSTICK:ff MBR4NFs • ••.••• • ..IMITATIONS OF SPE�UtI;I.APPLIiA116&S :MENTS AND RECOM&WNDATIONS. • .yment membranes to 4004 tl�cks. Installers :ct deck installation to efigure this is agptDtat ponding products. 0000 2. All rolls, with the exception of Polystick Tii Plus should be bz ck-nailed in selvage edge seam as per Polygla: Back Nailing Guide. Nails shall be, 1 1 gau xe ring shank type, applied with a minimum I %" metal disk as required in Miami -Dade County or simple type nail as othery 'se allowable in other regions, at a minimum r. of 12" o.c. Polystick TU Plus should be bad k nailed in designated area marked "nail area, area para clavar" o the face of membrane, with the above state nails and/or disks rhe head lap membrane is to cover the area bi back -nailed. (Please refer to applicable loc ' building codes pr r to installation.) 3. All seal lap seams (selvage laps) must be ra led with a hand ro l r to ensure full contact. 4. All fabric over fabric; and granule over gral! Polyplus 55 Premium Modified Flashing C E ule end laps, shall ment, Polyglass I ave a 6" wide, uniform layer of Polyglass XtraFIex 50 Premium Modified Wet/Dry C Pc ment, Polyglass P I yplus 50 Premium MB Flashing Cement, 00 MB Flashing Cement, applied in betwee the application of the lap. The use of mastic between the laps d c es not apply to Polystick MTS. 5. A maximum of 6 tiles stack are per allowed Loading Guidelines. See General Limitations when loading the oh #9 and # 10. the underlayments. Refer to the Polyglass Tile 6. Battens and/or Counter -battens, as required I the tile pitch/slopes of 7/12" or greater. It is sugge y manufactirers ted that on pitch/s NOA, must be used on all projects for pes in excess of 6'/4"/l2", precautions shoul be taken, such as the use of battens to prevent t Ile sliding during t loading process. 7. Minimum cure time after membrane installa ion & before loadi 8. Polystick membranes may not be used in and exposed applicati Q of roofing tiles is Forty -Eight (48) Hours. roof to wall details. n such as crickets, exposed valleys, or expose 9. Repair of Polystick membranes is to be acco Flashing Cement, Polyglass Polyplus 50 Pre Wet/Dry Cement, Polyglass PG500 MB Flas Polystick material of like kind should be set' membrane shall be a minimum of 6 inches ir, that water will run parallel to or over the top nplished by apply nium MB Flashin; king Cement to th ind hand rolled in either direction. of all laps of the I Polyglass Polyplus 55 Premium Modified :ement, XtraFlex 50 Premium Modified rea in need of repair, followed by a patch of ace over the area needing such repair. Patchi e repair should be installed in such a way so wnru�ao couxrr ! NOA No.: 15-041 04 Expiration Date: 09/13 21 Approval Date: 08/11 16 Page 7 or 8 10. All self -adhered membranes must be roll( minimum of 40 lbs for a weighted roller i rolling of patches or small areas of the ro, 11. All approved substrates should be dry, ch membranes commences. An approved su recommended to refer to applicable build 12. The Polyglass Miami -Dade Notice of Acc upon request by our Technical Services D 13. Questions in regards to the application of Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators fo the National Roofing Contractors Associa PLEASE CHECK WITH LOCAL BUILDING LOCAL CODES MAY SUPERSEDE END OF to ensure full con the rolling of the Brooming may b ( and properly pre irate technical bul codes prior to in stance (NOA) app artment by callin llyglass products v good roofing i (NRCA). )ES REGARDI] YGLASS REQI 'HIS ACC act with approved substrates. Polyglass requir eld membrane. Hand rollers are acceptable f used where slope prohibits rolling. ed, before any application of Polystick tin can be furnished upon request. It is ]lation to verify acceptable substrates. oval for Polystick membranes can be furnishe( 1 (800) 894-4563. ould be directed to our Technical Services.. ctices and applicable procg�wes as ou$ineax IMITATIONS OF SPECIffIC APPLICATIfwes MENTS AND RECOMM91[V TIONS,�.. .. .. TANCE ' : NOA No.: 15-0410 Expiration Date: 09113 Approval Date: 08/11' Page 8 u sa 1 8 M1AMl ,,_ DEPARTMENT OF REGULATORY AND ECONOM BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NO) ICP Adhesives and Sealants, Inc. 12505 NW 44t° Street Coral Springs, FL. 33065 :RESOURCES SCOPE: This NOA is being issued under the applicable i ules and regulati documentation submitted has been reviewed and accepted by Mia used in Miami Dade County and other areas whe allowed by the This NOA shalt not be valid after the expiration date stated below (In Miami Dade County) and/or the AHJ (in area other than Miami or material tested for quality assurance purposes. If this product or 1 manufacturer will incur the expense of such testi ig and the AHJ m of such product or material within their juris ction. RER res( determined by Miami -Dade County Product Con of Section that th of the applicable building code. This product is approved as described herein, d has been des including the High Velocity Hurricane Zone of t4 Florida Building DESCRIPTION: ICP Adhesives Polyset' MIAMI-DADS CO ;NTY PRODUCT CONTROL SEt_ iON 11805 SW 26 Street, Roo n 208 Miami, Florida 3317 2474 T (786)315-2590 F (786) 315 2599 governing the use of construNon ma"iats 00 )ade County RER -Product Control S2c-id1; iority Having Jurisdicti.on (•tiJ}. .. .. he Miami -Dade CountyYtGdVct Control c. rde County) reserve the 1i14"? to haAlhii pr, :erial fails to perform in Ile'Alcepted g immediately revoke, modit�or suspend th -s the right to revoki tM acceptance if iroduct or material fair to meet theiegyilar .. . . .o ed to comply with the Florida Building i The• .... gybe •• tion:•i ••• the- .:..• use• • S • .. t is • ante • •. • 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 pproved", unless itherwise noted herein. RENEWAL of this NOA shall be considered af er a renewal appli tion has been tiled and there has been no change in the applicable building code negatively affectir 3, the performancep F this product. TERMINATION of this NOA will occur after the expiration datilor if there has been a revision or change in the materials, use, and/or manufacture of the product r process. Misuse this NOA as an endorsement of any product for sales, advertising or any other purposes shall aut atically terminat this NOA. Failure to comply with any sectio of this NOA shall be cause for termination and remo, al of NOR. ADVERTISEMENT: The NOA number prece ed by the words expiration date may be displayed in advertising li rature. if any p in its entirety. INSPECTION: A copy of this entire _NOA shal be provided to i shall be available for inspection at the job site at th. I . request of the B This NOA renews NOA 16-0315.01 and consists cf pages 1 through The submitted documentation was reviewed by Al x'figera. r L APPROVED J ,i-Dade County, Florida, and followed by) the of the NOA is displayed, then it shall be done user by the manufacturer or its distributors ding Official. NOA No.: 17-032 .03 Expiration Date: 05/1 /22 Approval Date: 04/2 /17 Page 1 0 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset`O AH-160 in this Notice of Acceptance. For the locations w building code, do not exceed the design pressure Application Standard RAS 127. For use with ap Adhesives Polyseto AH-160. PRODUCTS MANUFACTURED BY Al Product Dimensions ICP Adhesives N/A PolyseeAH-160 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPackO N/A 30 & 100 PRODUCTS MANUFACTURED BY OTH Any Miami -Dade County Product Control Acce resistance values with the use of ICP Adhesives MANUFACTURING LOCATION: I . Tomball, TX. PHYSICAL PROPERTIES: Pro e Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability manufactured b e the design pre ues obtained by ved flat, low, an CANT: Test Specifications TAS 101 Roof Tile As set® AH-160 AST D 1622 AST D 1621 ASTM D 1623 ASTM 1 2127 ASTt E 96 ASTM D 2126 Closed Cell Content ASI Note: The physical properties listed above are accepted ASTM test methods and are su MIAMMADE CO�IFINJUNTY .. 1.61 18P 12P 28 P 0.08 3.1 I +0.0 +6.0' 2856 86% anted as typical to normal man ICP Adhesives and Sealants, Inc. as describ are requirements, as determined by applicable ilculations in compliance with Roofing high profile roof tile systems using 1CF6 Product D ­scrg•- ion Two component polyMthane foams adli(! Dispensing Equipment • • Dispensing Equipment '.:..' ily having a current NOA which list attachme tile adhesive. Results /ft.3 Parallel to rise Perpendicular to rise Parallel to rise in / Inch Volume Change (ate -400 F., 2 weeks Volume Change @158'F., 100% Humidity,, values as determined by ig variation. NOA No.: 17-03 Expiration Date: 05) Approval Date: 04? Page 2 7 1 EVIDENCE SUBMITTED: Test Aaencv Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Yi 818-IPA 2 -7438-3 2 7438-4 2 7438-7 -7492 589-631 937-92 0 1 - 743-011, 01-6 9-062b[l] 705 .02.96-1 P36 00.04.12 P39 40.02.12 52 54-2-1 52 54-9-1 528 54-10-1 5 109-1 5 109-2 52 109-3 52 109-6 52 109-7 52 191-1 52uI 09-2-1 Test Name/Report TAS 101 TAS 101 SSTD 11-93 SSTD 11-93 SSTD I1-93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 ASTM D 1623 TAS 101 TAS 123 TAS 101 TAS 101 TAS 101 Date 04/08/94 12/16/96 10/25/95 11 /02/95 12/12/95 • 02/01 l • • "' • • • 04/30/93 •""� 11/;6/;4•' • 03/14/9t 04/19/014 '..' 02/;1/1 2 10/23/98 12/28/98 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptw ce. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset' AH-160 shall sole) be used with flat, ow, & high tile profiles. 3. Minimum underlayment shall be in compliai ice with the Roofinp Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptanct for the use of ICPAdhesives Polyset' AH-160 roof tile adhesiv with their tile assemblies shall test in accord nce with TAS 101 5. All products listed herein shall have a qualily assurance audit in accordance with the Florida Building Code Rule 61 G20-3 of the Florida Administrative Code. M1AMFDADE CO� NOA No.: 17-032J.03 "'' ' Expiration Date: 05/ld/22 Approval Date: 04/27' 17 Page 3 o11 INSTALLATION: 1. ICP Adhesives Polyset® AH-160 may be u attachment resistance values with the use o 2. ICP Adhesives Polyset® AI-1-160 shall be a corresponding Placement Details noted herd Adhesives Polyset AH-160 shall provide determined in compliance with Miami -Da attachment data is noted in the roof tile ass 3. ICP Adhesives Polyset AH-160 and its ca Standard RAS 120, and ICP Adhesives an 4. Installation must be by a Factory Trained' Sealants, Inc. ICP Adhesives and Sealants. jurisdiction. 5. Calibration of the ICP Adhesives Foam Dis: of any adhesive. The mix ratio between th 1.0-1.15 (A): 1.0 (B). 6. ICP Adhesives Polyset AH-160 shall be a Adhesives ProPack® 30 & 100 dispensing e 7. ICP Adhesives Polyset® AI-I-160 shall not 8. Tiles must be adhered in freshly applied ad' Polyset® AH-160 has been dispensed. 9. ICP Adhesives Polyset AH-160 placement 'Placement Details' herein. Each generic til •,:1 • APPROVED I] ed with any roof t ' ICP Adhesives A )plied in complian !in. The roof tile a County Roofing mbly NOA. nponents shall be Sealants, Inc.'s O ualified Applicatc nc. shall supply a censer RTF 1000 "A" component lied with ICP iipment only. exposed perm sive. Tile must nd minimum p. profile requires assembly having a current NOA that lists ✓set AH-160. with the Component Application section anc embly's adhesive attachment with the use of resistance to meet or exceed the resistance v, )plication Standards RAS 127. The adhesive stalled in accordance with Roofing Ap91MM rating Instruction and Ma:ntepance BooF.l'et' •• • •• , approved and licensed b36iGVA,dhesi,&-s%4 I of approved applicators►"1e authority bal )ensing equipment is requ,,4ed�efore applic'hi the "B" component shall penaintainidAD*L ;sives Foam Dispenser RTF 1000 or If P dy to sunlight. et within 1 to 2 minutes after ICP Adhesives ht shall be in accordance with the fic placement noted herein. the NOA No.: 17-0322 03 Expiration Date: 05/10 2 Approval Date: 04/27 17 Page 4 of 11 i Table 1: Adhesive Tile Profile Eave Course - Flat, Low, High Profiles Flat, Low, High Profiles Flat Profile Low Profile High Profile Flat, Low, High Profiles Two -Piece Barrel (Cap Tile) Two Piece Barrel (Pan Tile) Detail All Eavdl Course Two Two LABELING: All approved products listed herein shall be I manufacturer's name or logo and followings Dade County Product Control Seal as shown For Ea Generic Tile Profile Min um Paddy Contact Minimum Paddy Gram Area Weight 45-65 7-23 sq. inches 17-23 sq. inches 45-65 0-12 sq. inches 30 • •••• 2-14 sq. inches 30 *so* 7-19sq. inches •�• 30 •••• • Two ddys: 8-9 sq. inches at *sq; s per ped y head the 9-11 sq. inches at • • • • • • overlap •••• .. •••+ 2 Bea c s (1 each longitudinal 7frams per bra edge 0-25 sq. inches each as •••••• •" bead ••••+. 34 rams�i►>58i'j� 5-70 s inches q• ' • • and shall bear the imprint or identifiable marking of the it: "Miami -Dade Runty Product Control Approved" or the Mi i- BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable uilding code in system. 6Ln' • • APPROVED to properly evaluate the installation of this NOA No.: 17-0324.03 Expiration Date: 05"Y2 Approval Date: OZ27 Page 5 o1 i E..: i ri"to nt re"n pra"K cement rewire#) Oaths: ewi•nal 21WOu'ffi tam 2 fn. arlda BatMnz • �'`,,,. ram/ tGouru& MIAMFDADEC TY ADHESIi�E PLA F4" da Drip *dip ENT )ETAIL # 1 Fla ow Profile Tile 1. Starting at the eave course, apply a minimum 0.8 mm) x 10" (254 mm) x 1" (25.4 mm) R addy onto the underlayment positioned as st nder the strengthening rib closest to the over f the tile being set. 2. ontinue in same manner. Insure approximate 09.7 cm'-) — 23 (148.4 cm2) square inch adh ntact with the underside of the tile. • • • • • . Medium Profile / Double Pad We • • • •••••• • • 1. arting at the eave course,•apply a minimum 0.8 mm) x 10" (254 mrnjx*.V-{25.4 mm7fo; ddy onto the underlayment positione�-ana91-p der the pan portion of;V tMe.;Iosest to tpe erlock of the tile being set. • 2. Continue in same manner. Insure approximate 09.7 cm2) — 23 (148.4 cmz) square inch adhe Hiatt with the underside of the tile. High ofile / Single Pan Tile 1. St irting at the eave course, apply a minimum 2' ( .8 mm) x 10" (254 mm) x 1" (25.4 mm) foal p 3 Jdy onto the underlayment positioned as shoe u ider the pan portion of the tile closest to the o verlock of the tile being set. 2. Continue in same manner. Insure approximately ( 9.7 em'-) — 23 (148.4 cm'-) square inch adhesi c tact with the underside of the tile. 17 �e 17 ve 17 NOA No.: 17-0321.03 Expiration Date: 0511d/22 Approval Date: O 2'� 17 Page 6 ozil , Ob'70 r 9h P4*-lit WMm# *Own rWqUk44P unewyymm' r . S s araaaai i W11 #trough Plastic cement (when required{ fattensopfivna/ APPROVED ADH lii"Wh FA"O E PLACEMENT11)ETAIL # 2 Flat/L Profile Tile 1. St ing at the eave course, apply a minimum 2" (50.8 m x 10" (254 mm) x I" (25.4 mm) foam paddy oni o the underlayment positioned as shown under the stre gthening rib of the the closest to the overloc of the ile being set. Insure approximately 17 (109.7 m2) (148.4 cm') square inch adhesive contact wit i the un rside of the tile. 2. At e second course, apply a minimum x 7' 177.8 mm x I" 25.4 ►gym foam paddy onto the un rlayment positioned as s� " n - nder N& • strcngthening rib closest to tag p; ;Llock of they the bei i set. :. 3. Cojitinue in same manner. 11"me approxiianatelf 1. (64 cm2) - 12 (77.4 cm') squareinch adhesive' .., con tact with the underside of tha ti be. Mediu Profile / Double Pan Ttlt • • 1. Staffing 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 I he pan portion of the tile closest to the overlock of the the ing set. Insure approximately 17 (109.7 cm'-) — 23 (148.4 cm2) square inch adhesive contact with t ie underside of the tile. 2. At t second course, apply a minimum 2" (50.8 ) x 7' 177.8 mm) x 1" (25.4 mm) foam paddy onto e unde layment positioned as shown under the pan port on of the tile closest to the overlock of the tile bei set. 3. Con i ue in same manner. Insure approximately 12 (77. cm2) - 1.4 (90.3 cm2) square inch adhesive cont t with the underside of the tile. continued on next page) NOA No.: 17-0322 03 Expiration Date: 05/10`22 Approval Date: 04/27 17 Page 7 o411 ADHESIVE PLA wmftrotvireBj dr } '2fiL eart.ro.o�ioaal �,y,,��t: _ Ea COUM W* *4. m� ...: . r•,ii3 APPROVED DETAIL, # 2 (CONTINUED) High ofile / Single Pan Tile 1. St ing at the eave course, apply a minimum 2" ( 50.8 m x 10" (254 mm) x V (25.4 mm) foam paddy oni C the underlayment positioned as shown under the p ortion of the the closest to the overlock of th the I oeing set. Insure approximately 17 (109.7 cm2 — 23 48.4 cm') square inch adhesive contact with i he un rside of the tile. 2. At lie second course, apply i miairaum 2" r5V..8 • ) x 7 (177.8 mm) x ]" (25.4 mO folm pac y onto the un rlayment positioned as A*0 * i u*nder t ie pa n por ion of the tile closest to thg oygrlock of1he jil bei set. .. 3. Cortinue in same manner. Inc IKa*I prox4A?e?} 1 " (10 7 cm) - 19 (122.6 cmz g"inch adhesive con et with the underside o;t�he tile. NOA No.: 17-0322. 3 Expiration Date: 05/10 2 Approval Date: 04/27 7 Page 8 of 1 • , s A.'DHESf% E PLACEMENTOETAIL # 3 vtutic«md* oft rep 1. n the eave course only, apply a minimum 2" m) x 10" (254 mm) x 1" (25.4 mm) foam pa ,--� ` to the underlayment positioned as shown, ui dtile Jie strengthening rib for flat tile or under the F rtion of the tile for low or high profile tile cl Ax41r •� the overlock of the tile being set. Leave proximately 4" (101.6 mm) up from the eavi padi�Age 7A"'"a� `�' 2xa6► '`"' free of foam to prevent the expanded adh •, 4• om blocking the weep holes. Insure ` proximately 17-23 in (109.7-148.4 crr-*).of ithesive contact with thepndgrslde of th,�kke . • . .. . 2. pply a 4" (101.6 mm) x'4"1161.6 mm) x'1" (. m) foam paddy onto thaunderlaymerit jusf4( RaVLawProm Tile t ••• • e second course line positione•d foam' ad'dj �d—Ughp�co �a�rende ?Je der the strengthening rit*ior flat the ,�or-r:txie . .. + Rquiredl T portion of the tile, cic. �s;§t�tp.the underlpck Pad4Wec ttw t second course tile to IV inSt4led. 1psure, r }cc ar proximately 8-9 in' (51.6-58.1 cm') of 9d11�s ntact with the undersideoillijtile. .. an act&�' I (lnstjrtions continued on next page) Meditun PmijFeTUt 5.4 • ow ' • the• •� )r • re • • MIaMMADE 'OUNTr NOA No.: 17-0322I03 t Expiration Date: 05/1042 Approval Date: 04/27 7 Page 9 of Rl. ADHESIVE (when n Batten: *, tat-. ziri �!� "hPmflloTU@ CMLAPIDADE COUNTY Drip m DETAI� # 3 (CONTINUED) 3. lso apply a 2" (50.8 mm) x 4" (1.01.6 mm) x /" 19 mm) paddy on top of the eave course tile urface as shown, on top of the strengthening 6b or flat the or on top of the pan portion of the tile, losest to the underlock of the first course of ti e. stall second course of tile. Insure approxima ely (58.1. cm'-) - 11 (71cm2) square inch adhesive ontact with the underside of the tile at the overlap nd 7 (45.2 cm2) - 9 (58.1 em2) square igg4 • dhesive contact with the undgside of'tbgtije it e head of the tile. ContinWinlame manner. • NOA No.: 17-0322 03 Expiration Date: 05/10 2 Approval Date: 04/27 17 Page 10 of 11 * l 1 PLACE PIECE Two Piece Barrel - High Profile Tile i MAMMADECOUNTY II 3. DETAIL Piece Barrel (Cap and Pan) Tile Starting at the eave course, apply a minimur (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support tiles from rocking until adhesive has a chanc cure. Continue in same manner bringing tw®.pan courses up toward the r dge. 1Msure •. approximately 65 (419-4"11)•- 70 (451.Oc*t square inch adhesive c&ftaMVith the untlers of the pan tile. ' • • • 0 • • • Turn covers upside down ex*ung tie atl of the tile. Apply a minlm� � " (25.4 mm) a (254 mm) bead of adhiwe•c�i:ectly on t�ie in edge of each side of the; cover tile. Lrare • • approximately 3/4" (19'W) Q) 1" (25.4 jVm; from the outside edge of the tile, in�?9.r% f tc' foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan the course. Insure a minimum 20 (129 cmz) - 25 (161.3 cm'-) square inch contact area on each side of the cover file to ti an tile. Continue in same manner. Trim aww any cured exposed foam adhesive. Pointing o' longitudinal edges of the cover tiles are onsidered optional. 5. hen additional nailing is required, 2" (50.8 m) x 4" (101.6 mm) nailers or the tie wire ystem using galvanized, stainless steel, or upper wire and compatible nails may be used ANCE NOA No.: 17-0322 Expiration Date: 05/10 Approval Date: 04/27 Page 11 of 2" to z) • .. ... Ie • ide " '' 10".. 4 0 er ...so: 17 11 $ w. A 4 . 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 resistajice and water InNusion 000*00 performance standards. Aesthetics (appearance) are not a consideration with respect tratvdrkrnZhip provision. Aesthetic issues such as color or architectural appearance, that are not part of a zonirtg[�e, shcyuld•be addrecraid. as part of the agreement between the owner and the contractor. """ • a. ** ... .. . ...... © 2. Renailing wood decks: When replacing roofing, the existing wood roof d8tk may have -to be ••••• renailed in accordance with the current provisions of Chapter 16 (High Velocity Hug1e4ge Zong9}e;the Flo clEf Building Code. (The roof deck is usually concealed prior to removing the existing rea.Wtern). a***:* 3. Common roofs: Common roofs are those which have no visible delineallonhetweOrtittghbo4g • . . ..... units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roof' Ong contr1ct�ar•%nd/or.. owner should notify the occupants of adjacent units of roofing work to be performed. "'• 4. 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 origina' 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 structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida -licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. Owner's/Agent's Signature: Date: Contractors Signature: Permit Number: Property Address: I law /—W Ca iw IAIYIL. DReA _