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RF-18-485 Permit No. RF-2-18-485 a'�`5NO1s t,� Miami Shores Village Permit Type:Roof 10050 N.E.2nd Avenue NEPen ' Work Classification:TiletFlat Miami Shores,FL 33138-0000 Permit Status:APPROVED Phone: (305)795-2204 coRYOA issue Date.3/1212018 Expiration: 09/08/2018 I Projei:t Address Parcel Number Applicant 273 NE 98 Street 1132060134420 SANTIAGO HERRERA Miami Shores, FL 33138-2407 Block: Lot: Owner Information Address Phone Cell SANTIAGO HERRERA 273 NE 98 Street MIAMI SHORES FL 33138-2407 169 NE 43 Street MIAMI FL 33137-2407 Contractor(s) Phone Cell Phone Valuation: $ 15,820.00 SHORES DEVELOPMENT INC (305)562-5691 Total Scl Feet: 2300 Type of Work:Re Roof Available Inspections: Additional Info:TILE&FLAT RE-ROOF Inspection Type: Classification:Residential Up Lift Report Scanning:3 Tin Cap Final Roof ' Tile In Progress Roof in Progress Renailing Affidavit Review Roof Review Roof Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Owners Bond $500.00 Invoice# RF-2-18-66576 CCF $9.60 03/12/2018 Credit Card $292.10 $550.00 DBPR Fee $4.50 DCA Fee $3.00 03/12/2018 Check#:662 $500.00 $50.00 Education Surcharge $3.20 02/26/2018 Credit Card $50.00 $0.00 Permit Fee-New Roof $300.00 Bond#:3685 Scanning Fee $9.00 Technology Fee $12.80 Total: $842.10 r 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. 1 OWNERS AFFID VIT: certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructio y a d oning F hermo authorize the above-named contractor to do the work stated. March 12, 2018 f Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy March 12, 2018 . 1 �ai � � �a��;.��5 l i � a� , �� 1 Miami Shores Village ' Building Department FEB 26 is t9 0� \ s� r . 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Ij ��.,-�... —_fir_ v ►'J Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 firth FBC 20: I'l BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC 0 ROOFING ❑ REVISION ❑ EXTENSION RENEWAL r-JPLUMBING ❑ MECHANICAL PUBLIC WORKS [--I CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 273 NE 98 ST City: Miami Shores County: Miami Dade Zip: 3 13 8 Folio/Parcel#:11-3206-013-4420 Is the Building Historically Designated:Yes NO X Occupancy Type: 0101 Load: Construction Type: Roofing Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):SANTIAGO HERRERA Phone#: Address:273 NE 98 ST City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: N /A Phone#: Email: 9 9 i CONTRACTOR:Company Name: S .DV67Lo Pk1-'-a.rr, I m Phone#: Na0 �Z_ J��1 Address: 2"77 r-4bcbi3 Ct, Go(AL 68Q1- 471, 3.7/y3 30S-3701. QO88 City: C/Lbl (,An UT State: 117q-_ zip: 33 y Qualifier Name: VAL'M 9 6�--7WP0 Phone#: State Certification or Registration#: Certificate of Competency#: L'--b DESIGNER:Architect/Engineer: /A Phone#: Address: City: State: l Zip: /01 Value of Work for this Permit:$15,820.00 Square/Linear Footage of Work: I 2 ,3�d• r ,Type of Work: ❑ Addition ❑ Alteration ❑ New 0 Repair/Replace ❑ Demolition Description of Work: Tile Re-Roof 4 F Ig+ `Re.- Ronf Specify color of color thru tile:% F/Or l c1a ble'm Submittal Fee$ 8, Permit Fee$ —�� CCF$ 60 CO/CC$ _ Scanning Fee$ Radon Fee$ DBPR$ . SQ Notary$ Technology Fee$ (Z Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ sco TOTAL FEE NOW DUE$ Z-� Z I 0 (Revised02/24/2014) I 7°IZ - i Bonding Company's Name(if applicable) A Bonding Company's Address l City X State Zip I Mortgage Lender's Name(if applicable) /A Mortgage lender's Address City L State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with on 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 - :O Signature 4—Lz� OWIM or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of_ Al b rzrv,,i 20 by 16 day of r-e- r�w'�1 20 / r by C�ti'b, 4 10 !f ✓C2 ,who is personally known to (lU c-17 6 'G'7,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: o Y °'. Jose A.GironPri �f S '�'1 Sea . = "= on 0930 se Jose A.Giron g �Aarorl = _ Commission I FF9MO 3,2020 MmBOM 3,2 , Bonded thru Aamn 2 0 *'ss�e3essssss*****s*s APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Florida International Engineering, Inc. 6175 NW 16151, Bay G 20, Miami, FL 33015 FLORIDA INTERNATIONAL Telephone:(305)378-1991-Fax: (305)378-1997 Engineering,Inc. INSIGHT-INNOYATiON�WWRATION Miami-Dade Lab Certification#07-0612.11-State of Florida ca#27273 SITE SPECIFIC INFORMATION Owner's Name: ' 't Job Address: - t ,k Roofing Contractor: t Permit Number: t --�- 3 Type of Till: Approximate Roof Height: Meet Slope: E—Z ' ( Approximate Square Footage: d ftz Type of Access to Roof:. tom-'Gadder Other: _ Required Testing Force- 35 bs.+ Testing Equipment: F.G.E. 100x Shimmo Instrument [late Installed -_-_____--_Date of inspection: - _ _ _- __ --------- ----- ---------------------------- TEST RESULTS P=PASS,F=FAIL Test Test Test Test Test Location P or F Location P or F Location P or F Location P or F Location Por F 1 21 41 61 81 , 2 22 42 62 82 3 23 43 63 83 �M 4 24 44 64 84 5 25 45 65 85 6 _ 26 46 66 86 7 27 47 67 87 8 28 48 68 88 --- 9 29` 49 69 89 10 30 50 70 90 11 31 51 71 91 12 32 52 72 92 13 33 53 73 93 e 14 34 54 74 94 15 35 55 75 95 16 36 56 76 96 .l 17 37 57 77 97 18 38 58 1 1 78 1 1 98 , 19 1 39 59 79 99 20 40 60 80 100 ------- ------- -_ -------------------------------------------------------------------------------------- IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: ft RESPECTFULLY' SUBMITTED BY: Area Units or ft' No.of Tests Perimeter Field a 3j� ` Corners_ j` VMB`Veinkatesan,P.E.. l r ' Hips&Ridges d Florida Registration No.:`63107 t Property Search Application - Miami-Dade County Page 1 of 1 wlff THE PRAVER a APP"RAISER OFFIUA U U Summary Report Generated On:2/26/2018 Property Information " Folio: 11-3206-013-4420 =' Property Address: 273 NE 98 ST Miami Shores,FL 33138-2407 r � j Owner SANTIAGO HERRERA F y 273 NE 98 ST Mailing Address MIAMI SHORES,FL 33138 USAF- PA Primary Zone 1000 SGL FAMILY-2101-2300 SQ 0101 RESIDENTIAL-SINGLE r', a Primary Land Use FAMILY: 1 UNIT Beds/Baths/Half 3/3/0 Floors 2 ,( Living Units 1 Actual Area 3,120 Sq.Ft Living Area 2,515 Sq.Ft Adjusted Area 2,892 Sq.Ft Taxable Value Information i Lot Size 14,375 Sq.Ft 2017 2016 2015 Year Built 1924 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2017 2016 2015 Taxable Value $427,453 $417,633 $414,383 Land Value $431,422 $359,519 $345,374 School Board Building Value $190,459 $190,459 $190,459 Exemption Value $25,000 $25,000 $25,000 XF Value $979 $979 $796 Taxable Value $452,453 $442,633 $439,383 _. ...... .v.......... ___ .. Market Value $622,860 $550,957 $536,629 City Exemption Value $50,000 $50,000 $50,000 Assessed Value $477,453 $467,633 $464,383 --+ Taxable Value $427,453 $417,633 $414,383 Benefits Information Regional Benefit Type 2017 2016 2015 1 Exemption Value $50,000 $50,000 $50,000 Save Our Homes AssessmentTaxable Value $427,453 $417,633 $414,383 Cap Reduction $145,407 $83,324 $72,246 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption $25,000 $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County, 03/21/2012 $580,000 28049-0166 Qual by exam of deed School Board,City, Regional). 11/01/1996 $180,000 17440-4444 Sales which are qualified Short Legal Description 08/01/1981 $130,000 11191-2509 Sales which are qualified 05/01/1971 $44,500 00000-00000 Sales which are qualified MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 20&21 &LOT 19 LESS W1/2 BLK 32 LOT SIZE 125.000 X 115 OR 17440-4444 1196 1 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:/hvww.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 2/26/2018 ♦SNOR c.Isoon Gr I •,,,,� Miami Shores Village Building Department F , RIDp 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION I IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* '" D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation.EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) k E IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: L A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. ,COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL / CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E.. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: 4 MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES,FL 33138 ,i Certificate must specify the'description of operations or contractor license number. E BUSINESS NAME: gor e S D ZVZ to p m e n� � )0C BUSINESS ADDRESS: a}� C'1G[enn (A CITY (Org I GG A k STATE FL zip 331 `+3 BUSINESS PHONE: ( oS ) �Co2 . S(vgI FAX NUMBER( ) CELL PHONE( ) QUALIFIER'S NAME: Ucderib (err0t) QUALIFIER'S LIC NUMBER: 090 0 17 .1 1 I i Department of Regulatory and Economic Resources Board Administration Section M IAM I-RADE 11805 SW 260'Street(Coral Way)-Room 230 * Miami,Florida 33115-2474 Telephone 786-315-2573 Fax 786-315-2570 www.miamidade.gov/development: 1 MEMO TO: '1 'ng Of ci sin�amiade County FROM: PBoardo re ary f the oard � ules and Appeals DATE: July 6,2017 SUBJECT: .Certificate of Reinstatement i Shores Development Inc. Valerio Cerron, Qualifying Agent State License#CGC1511164 28300 SW 1671h Avenue Homestead,Florida 33030 As a result of the Board of Rules and Appeals meeting held on June 22111, 2017,it was previously advised that the above Contractor's permitting privileges were administratively suspended in Miami-Dade County. This is to inform your Department that the above Contractor's permitting privileges have. now been ADMINISTRATIVELY REINSTATED in Miami-Dade County. . If you have any questions concerning this matter, please do not hesitate to contact Jose Lezcano at 786-315-2562 or via email at JL045@miamidade.gov. 25oq 9 I j r " k � k A� 102/2o/2618NYM CERTIFICATE OF LIABILITY INSURANCE DATE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE IPOLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED I REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WANED,subject to the terms and conditions of the policy;certain policies may,require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). I PRODUCER NAM ACT Certificate Department i W.F. Roemer Insurance Agency, Inc. PHONE 954-731-5566 FAX 954731-8438 3775 NW 124 Avenue E-MAIL .certificates@roemer-ins.com Coral Springs FL 33065 INSURERS)AFFORDING COVERAGE ! NAIC 9 INSURER A:National Builders InsuranceCo. 16632 INSURED SHORE-2 INSURER B:American Builders Insurance Co 11240 Shores Development, Inc. wsuRERc:Pro ressive Insurance Company 24252 29462 SW 167 Ave INSURER D: i Homestead FL 33030 INSURER E: I INSURER F: COVERAGES - COVERAGES CERTIFICATE NUMBER:1169350655 REVISION NUMBER- + THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY EFF POLICY EXP LIMITS LTR IND POLICY NUMBER MM/DD/YYYY MM/DD AX COMMERCIAL GENERAL LIABILITY GLP 0080499 09 6/1/2017 6/1/2018 EACH OCCURRENCE $1,000,000 I A CLAIMS MADE ❑X OCCUR PREMISESre 5100,000 Ea occu n MED EXP(Arty one person) $5,000, PERSONAL&ADV INJURY s1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE r $2,000;000 POLICY FPROT- E-1 LOC PRODUCTS-COMP/OPAGG $2,000,000 JEC OTHER: $ ! C AUTOMOBILE LIABILITY 04142744-0 9/18/2017 9/18/2018 Ea accident) $ ANY AUTO BODILY INJURY(Per person) $250,000 ALL D OWNED X SCHEDULED BODILY INJURY(Per accident) $500,000 NON-OWNED O RTY $100,000 HIRED AUTOS AUTOS Per accident s UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE S DED I I RETENTIONS I $ B WORKERS COMPENSATION WCV 0083327 06 9/28/2017 9/28/2018 X STAT E ERS AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ NIA E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If es,describe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 701,Additional Remarks Schedule,may be attached If more space is required) License#CGC 1511164,CLIC 1224450, RP252555345, RC29027525, E0800171 I ` I � CERTIFICATE HOLDER CANCELLATION f I SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village Bldg Dept THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE2ND AVE ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores,FL 33138 a AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. F- ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD t 00£001•..-- .. _ iM �S UM11 = ego .Y Mtaml-Dade County,State 6f-Fionda " `=THIS IS NOT A BILL .DO:NOT PAY;. ,;,,:6673223 s -OUSINESS NAME/t.00AT1Dhf itECE1PT7110 EXPIRES SHORES,DEVEtOPME1JT INC - :REN3WAL '-SEPTEMBER , ;277G{LiON� 5345475 pAuslbedisplcyed:otpiace,o'bustness: ' C(3RALGABLES,FL33i43 _ - Pursuant tof:ounry,_Cade - - GhaptarBA Art_9&JO - - t7WN6R SEC.TYPE Op 66SINE86 SNORFSDEVELOPMENTINC, .• it9& GENEH]tLENGtNEEAlNd;iON7AACTO CTOA YMQNS`p10EIVED. 0 CERRON VALERIG-OUALIFIER �-Erl80Dt7t Y_TAX CULLt Workers) t. •845.00 07%i 0/2017 ;ECHlCK-17-185992 this Loeal,Sush4ns lax.Rscarpt only cnoRrms payoierd of the Local Sodness Tz Iha Recolpl is 401 a license, j penakv a eertiposlfon of the holder s q6allficsilow6AD bushnse Holder mrietnompiy with ady.govsmmonul nrnvngovemmentaltegoibtorytawsandrequiremoinswhiehappfptoihebusiness.. :.;,.'.� - �• The RECEIPT ND.above rtiuglie diepleyed en at1,commerclel:vehicleB,=tNlem¢DedeCOde Sec 64* For more yiSttjN�tuymieinldedgpovhexeogecfor i f i I let 40.0 ..� .r c.. .,., y .y... ... ..� .. �1 ► } W in, Yc tractorOWNlaxThee! earn i,�-Dade Cvu } }sem{ f p � 'EalfS lS NOT�4 SILIL- DO NOT PAYS } . c'c rvo .�rosoo� S �VLSS NA:M �/�' tU t30�Q'T�CQ'N REGlPT,N:p'; E-X P 1 R'E S'. ro�a s o T,INC' o 277 Gk-MN-c 75-1s SEPTh g Cut.- �, s� Ma 3,pf 1 43 PuFsuaint to-.Goutwty'c,6ae e� a Sec 1.0=24'. ar Ll =Q.IN tV ER a� �' <; �` T Y P E�O'F 8,U S I N E S S. M �' PAYMENT RECEIVED ICC7�f p ,QPAA�3VT INC C'[3VQi4l.EIGINItIG ' F BY TAX COLLECTOR C/Q�Al /A EAO QUAUFIM- CONTRACTOR _ 300.00 1.012012017 co J' e ` 0229-1 a-4002x6 t "s ' is.rat val tl in the fdlciiivi Muti ci itis A*tura,Doral,•lia iO Bisca P.- Th!_ rerpt p� _ t n8 ►�Y Y MFami,tak s,f�alrimelto'Bay Pinecrest,Sunny Isles Beach,TbOn cf OAler Bay. E Miarri:C3n�s Fbr Me inftma#iti,visit Www.rnam � CIe _ co 4 a C �r ,�'�w..�i,.::-"�;' ._ ..:.�s.�,sG.,_•.rtr:ui..,..aaa .N +";u,�t - ......�....._. -�,.w..._...s.......�J. _ - � �, _, ... .. :' vy �, y�, ,�w.x taw• w,y.«. c.e ,r,.«s �'• 1 1y¢�.:.iZ7NY A�f � f �.- (t « ..yy, .. _� i ,.. T _ - K.:;� _ # r e r. Z � � iTr� i .. u Y -��LL�y. d ll�j:xy, Y� S. '1i,.3' K• _, J•i�. ��.N�5 ��-•• '�, ��,�+.+_• fR�"wY1,,..4 er 0. 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Ci a�.�=�wriy�► i, 2/5/2018 Building Sketch Viewer Miami-Dade County Office of the Property Appraiser Building Sketch Viewer Folio: 11-3206-013-4420 Actual Area: 3,120 Sq. Ft. Address: 273 NE 98 ST Living Area: 2,515 Sq. Ft. Owner: SANTIAGO HERRERA Adjusted Area: 2,892 Sq. Ft. Building Number: 1 V7 of 2 Roll Year: 2017 Pr2VI0U7s N@Xt • • •••• •••••• • 17 ) •••••• • • • 34 •• •• •• • •••••• 22 2Q • • • • • ' t i �e— }— • see • • • •• • •• • • • 1 12 •• • 1 1FL: First Floor TWO :Two Story • GIP : Glass Jalousie Porch i Click here to see all Sketch SubArea Descriptions i Generated on: 2/5/2018 Disclaimer: 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 assume no liability.See full Liability Disclaimer and User Agreement. See full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp 1/1 2/5/2018 Building Sketch Viewer i Miami-Dade County Office of the Property Appraiser Building Sketch Viewer Folio: 11-3206-013-4420 Actual Area: 3,120 Sq. Ft. Address: 273 NE 98 ST Living Area: f 2,515 Sq. Ft. Owner: SANTIAGO HERRERA Adjusted Area: 2,892 Sq. Ft. Building Number: F2__v_1 of 2 Roll Year: 2017 PreVIOUS NeXt 22 ••• •••• ••••• • 4 U GF .. ..... 20 26 : : • • • 10, • GDF: Garage,Dettached Click here to see all Sketch SubArea Descriptions i Generated on: 2/5/2018 Disclaimer: 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 assume no liability.See full Liability Disclaimer and User Agreement.See full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp } C�f { 1/1 4 k t i I SECTION 1524 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope.As it pertains to the section,it is the responsibility of roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of the section.The provisions of Seal YRd402 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 p* 0�p r gtor.T� a•per's •••••• initial in the designated space indicates that the item has been explained. *00: 0 0: �g •••••• I .... ...... • 1 . . 19 2•x cS• Renailing wood decks:When replacing roofing,the existing wood tgctht ck may h�v�'fo • be renailed in accordance with the current provisions of Section R4403.(The rodmett is usually ••••• concealed prior to removing the existing roof system). •••••• • . I 4. Exposed Ceiling:Exposed,open beam ceilings are where the underside of the rbotdoMrig 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. i s•x _Overflow scuppers(wall outlets): It is required that rainwater flows off so that the roof is' not overloaded from a buildup of water. Perimetededge.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. Owner/Agents,8 gnature Date —AE6 Contractor Signature Date Property Address 331�51 Permit Number ' r Revised on 7/9/2009 LD;onol/2015; I j: b I I � t Section C MlAMI.D Miami-Dade County HVHZ Electronic Roof Permit Form Section C Page(Low Slope Roof Systems) "Delivering Excel/encs Every Day" Fill in the specific roof assembly components.If a component is not required,insert not applicable(n/a)in the text box, ROOF SYSTEM MANUFACTURER: I GAF Top Ply: 14-1030.01 E1 GAF MINERAL CAP SHEET Product Approval (NOA): System Type: Top Ply Fastening/Bonding Material: i Wind Uplift Pressures,From RAS 128 or Sealed Calculations: HOT MOP ASPHALT (P1) Field: -42.8 psf Surfacing: NA -71 70 SINGLE PLY MEMBRANE: (P2) Perimeters: psf Single Ply Manufacturer/Type: (133)Corners: -108.0 psf NA . . ' • Maximum Design Pressure From NOA: psf •• . • Single Ply Sheet Width: NA "1/2 Sheet:N'id4NA•h: -%•• ...•;• Roof Slope: 0.50 °: 12 Roof Mean Height: 14 f{. •••:06 1 . . • No.of Single Ply 1/2 sheets: NA ...• •• • :•••. Parapet Walls: ❑No 0 Yes Parapet wall Height: ft. Single Ply Membrane Fastening/Bondi ng*Mgt8ria1: } ••• .•... NA .... ..... Deck Type: --5/8"Plywood— I .... . ❑ FASTENER SPACING FOR BASEStiW&TACHMENT • Support Spacing: NA "o/c ❑SINGLE PLY MEMBRANE ATTACI•MENT ••00:0 0••••• Alternate Deck Type: NA •• 9. •. . Existing Roof: 6.9 ""•• 1.Field: "o/c @ Laps& rows "o/s . • .. SAME 2.Perimeter: "o/c @ Laps&El rows "o/c Fire Barrier: NA 3.Corner:El"o/c @ Laps&Elrows "o/c Vapor Barrier: NUMBER OF FASTENERS PER INSULATION BOARD: NA 1. Field: NA 2. Perimeter:rN7A 3. Corner: NA Anchor Sheet: Insulation Fastener Type NA NA Anchor Sheet Fastener/Bonding Material: NA WOOD NAILER TYPE AND SIZE: Insulation Base Layer Size&Thickness: I NA NA Wood Nailer Fastener Type and Spacing: Insulation Base Layer Fastener/Bonding Material: NA NA EDGE&COPING METAL SIZES: Insulation Top Layer Size&Thickness: Edge Metal Material: --SELECT EDGE METAL MATERIAL-- NA Edge Size:I--SELECT EDGE METAL WEIGHT OR THICKNESS— Insulation Top Layer Fastener/Bonding Material: NI Hook Strip Size: --SELECT EDGE METAL HOOK STRIP SIZE— NA Edge Metal Attachment: Base Sheet(s)&No.of Ply(s): NA GAF GLASSBASE 75# Base Sheet Fastener/Bonding Material: Coping Material:1--SELECT PARAPET WALL COPING MATERIAL- 1-1/4 RS NAIL AND TIN CAP Coping Size: —SELECT COPING METAL SIZE OR THICKNESS-- Ply Sheet(s)&No.of Ply(s): Hook Strip Size: —SELECT COPING METAL HOOK STRIP SIZE— GAF PLY IV(2 Parapet Coping Metal Attachment: Ply Sheet Fastener/Bonding Material: NA 7777 HOT MOP ASPHALT i i T6FU.R14153 -Roofing Systems Page 2 of 48 Trumbull"Perma Mop"may be utilized with any of the following"Asphalt Felt Systems with Hot Roofing Asphalt". 1 "GAFGLAS@#80 Premium Base Sheet"may be used In any of the following systems. "GAFGLAS@ Flex Ply 6"and"Tri-Ply®Ultra-Flexible Ply 6"are suitable alternates to"GAFGLASO Ply 6". "GAFTEMP Permallte Recover Board"may be used in lieu of any perlite Insulation in any of the following NC Classifications. t Unless otherwise Indicated,any of the"Asphalt Felt Systems with Hot Roofing Asphalt"may be surfaced with"TOPCOAT@ Fireshield MB"at 21/2 to 3-gal/100-ft2. "Ruberoid@ Dual Smooth"may be used as an alternate to"Ruberoid@ Mop Smooth"or"Ruberoid@ 20"or"Ruberold@ 20 HT". "Ruberoid@ Mop Smooth 1.5"may be used as an alternate to"Ruberoid@ Mop Smooth". a Class A,B and C Hot roofing asphalt,for use with organic and glass felts or modified bitumen membranes. "Ruberoid@ Heat Weld"SBS roofing membrane may be used in lieu of"Ruberoid@ Mop"SBS products in any applicable Classification •• • 0000 000000 Class 0000 0 •6 • • • 1.Deck:C-15/32 Incline:3 6••:•• • •6 *000:0 0000•• . � • Insulation(Optional);—One or more layers perlite or wood fiber or glass fiber or polyisocyanu rate or urotbone or 000 000000 perlite/polylsocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanu rate compollite orhenolic,anWthlcliness. • • Ply Sheet:—Three or more plies Type G1 or"GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLAS@ Ply 6�f3�Copped'' 6 •• 0000* Surfacing:—Gravel. 0000•• • • 0000 0000• • • 6 • • •• •• 2.Deck;C-15/32 Incline:2 •6 9 6.0.00 •9066• 6 9 Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polylsocyanurate ov urethane or 9 • 6 6 6 6;6 perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate comp*lte or ohenolic,r9 O"ness. Ply Sheet:—Three or more piles Type GI or"GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLAS@ P1y66". 9 • • • Cap Sheet:—One ply Type G3"GAFGLASO Mineral Surfaced Cap Sheet"or"Trl-Ply@ Mineral Surfaced M Sheet"or"(9AFG t ASO •6.6�: EnergyCap—BUR Mineral Surfaced Cap Sheet". 6 6 3.Deck:NC Incline:2 Insulation(Optional):—One or more layers perlite,wood fiber,glass fiber,polyisocyanu rate,urethane,perlite/polyisocyanu rate composite,perlite/urethane composite,wood fiber/polylsocyanurate composite,phenolic,2-in.maximum. Ply Sheet:—Two or more plies Type G "GAFGLASO Ply 4",'Tri-Ply@ Ply 4"or"GAFGLAS@ Ply 6". Cap Sheet:—One ply Type G3"GAFGLASO Mineral Surfaced Cap Sheet"or"Tri-Ply(g)Mineral Surfaced Cap Sheet"or"GAFGLAS@ EnergyCap'"BUR Mineral Surfaced Cap Sheet. 4.Deck:C-15/32 Incline: i Slip Sheet(Optional):—Red rosin paper,nailed to deck. Insulation(Optional):—Any thickness perlite or wood fiber or glass fiber or polylsocyanurate mechanically fastened or adhered with OMG Inc."OlyBond Fastening System"or any UL Classified insulation adhesive. Base Sheet:—One ply Type G2"GAFGLASO#75 Base Sheet"or"Tri-Ply@#75 Base Sheet"(may be nailed). Ply Sheet:—One or more plies Type GI"GAFGLAS@ Ply 4"or"rri-Ply@ Ply 4"or GAFGLAS@ Ply 6". Cap Sheet:—One ply Type G3"GAFGLASO Mineral Surfaced Cap Sheet"or"Tri-Ply@ Mineral Surfaced Cap Sheet"or"GAFGLAS@ EnergyCap-BUR Mineral Surfaced Cap Sheet". Surfacing(Optional):—"TOPCOAT@ EnergyCote-Elastomerlc Coating"applied at a rate of 2-gal/100-fe. S.Deck:NC Incline:3 Base Sheet:—One ply Type G2"GAFGLAS@#75 Base Sheet"or"Tri-Ply@#75 Base Sheet". Ply Sheet:—One or more plies Type Gl"GAFGLAS@ Ply 4"or'Trl-Ply@ Ply 4"or"GAFGLAS@ Ply 6". Cap Sheet:--One ply Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or'Tri-Ply®Mineral Surfaced Cap Sheet"or,"GAFGLASO t EnergyCap'"BUR Mineral Surfaced Cap Sheet." 6.Deck:C-15/32 incline:2 Insulation:—One or more layers perlite,glass fiber,polylsocyanurate,urethane,perlite/polyisocyanurate composite,perlite/urethane composite,phenolic,1 in.minimum(offset a minimum of 6-In.from plywood deck Joints). Base Sheet:—One or more plies Type G1 or Type G2 or Type G3. Membrane:—One or more plies"Ruberoid@ Torch Smooth"or"Ruberoid@ Torch Granule"or"Ruberoid@ Torch Granule Plus"or "Ruberoid@ Mop Smooth"or"Ruberoid@ Mop Smooth 1.5"or"Ruberoid@ Mop Smooth Plus"or'Ruberold@ Mop Granule"or"Ruberoid@ Mop Plus Granule"or"ROOFMatch"SBS Modified Granular"or"Tri-Ply@ SBS Modified Bitumen Membrane"or"ROOFMatch'"APP Modified Granular"or"Tri-Ply@ TP-4G"or"Tri-Ply@ TP-4"or"Ruberoid@ Dual Smooth". Cap Sheet:—Type G3"GAFGLASO Mineral Surfaced Cap Sheet"or"Tri-Ply@ Mineral Surfaced Cap Sheet"or"GAFGLASO EnergyCap'" BUR Mineral Surfaced Cap Sheet"fully adhered with hot roofing asphalt. 7.Deck:C-15/32 Incline:2 Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polylsocyanurate or urethane or perlite/polyisocyanu rate composite or perlite/urethane composite or wood fiber/polyisocyanu rate composite or phenolic,any thickness. Base Sheet:—Two or more plies Type G2 or Type G3. Ply Sheet(Optional):—One or more plies Type G1. Membrane:—One or more piles"Ruberoid@ Torch Smooth"or"Ruberoid@ Torch Granule"or"Ruberoid®Torch Granule Plus"or "Ruberoid@ Mop Smooth"or"Ruberold@ Mop Smooth 1.5"or"Ruberold@ Mop Smooth Plus"or"Ruberoid@ Mop Granule"or"Ruberoid@ http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=T... 5/22/2017 MIA��MI•DADE MIAMI-DADE COUNTY �1!<L8J PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy CAF I Campus Drive Parsippany,NJ 07054 • • 0000 000900 SCOPE: • of a so This NOA is being issued under the applicable rules and regulations governing the use oi:avr souction: eggs goes • materials.The documentation submitted has been reviewed and accepted by Miami-DadeCo6ty RER- 9.9999 Product Control Section to be used in Miami Dade County and other areas where allowed Authetyy • Having Jurisdiction(AHJ). ease : •9 so*** 00000. • 0 0000 0000. This NOA shall not be valid after the expiration date stated below.The Miami-Dade Comttyfroduct •• Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dale411Qty) • reserve the right to have this product or material tested for quality assurance purposes. If this pfoduct OL �; 000090 material fails to perform in the accepted manner,the manufacturer will incur the expense ofArh testitfg 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: GAF Conventional Built-Up Roof Systems for Wood Decks. i LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-1022.15 and consists of pages 1 through 31. The submitted documentation was reviewed by Jorge L.Acebo. a NOA No.: 14-1030.01 C �anseouwrr Expiration Date: 1.1/04/1.8 ' ' Approval Date: 05/04/17 Page 1 of 31 Membrane Type: BUR Deck Type l: Wood,Non-insulated Deck Description: 19/32"or greater plywood or wood plank decks secured 6 in.o.c.at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in.o.c.at max. System Type E(1): Anchor sheet mechanically attached to roof deck. All General and System Limitations shall apply. 6666 Fire Barrier: Topcoat'FireOut'Fire Barrier Coating,VersaShield®Fire Resistant Roof Dell`000• „ (optional) Protection,VersaShield'Solo"'Fire-Resistant Slip Sheet installed•pe`r 4anufaawrer's installation instructions. 000:96 0 :-0 ... • 6•• 66g,$a6666 Base sheet: GAFGLAS'#80 Ultima"'Base Sheet,Stratavent'Nailable Ventirjse Shel.Ruperoid4l 0666: 20 Smooth,Ruberoid®SBS Heat-Weld"'Smooth or Ruberoid'SU&kledt-Welo`*2Abase • 06666 sheet mechanically fastened to deck as described below; 006609 0 6 6 6 • • • • y 66666 Fastening GAFGLAS®Flex Ply—6,GAFGLAS'#75 Base Sheet,Tri-PlyQ.*j j56$ase Sheet or any of "";' Option#1: the above anchor sheets attached to deck with approved annular jing slunk nails and tin '6 caps at a fastener spacing of 9"o.c.at the 4"lap staggered and ha two rows 9';O.eArthe 0.066' field. ' .. 6666.. (Maximum Design Pressure--S2.S psj See General Limitation#7) 000-00 Fastening GAFGLAS'#80 Ultima"Base Sheet,Ruberoid'20 Smooth or Ruberoid®Mop Smooth Option#2: attached to deck with approved 1 VV annular ring shank nails and inverted 3"steel plate at a fastener spacing of 9" o.c.at the 4"lap and in two rows staggered with a fastener spacing of 9"o.c.in the center of the membrane. (Maximum Design Pressure—60 psf.See General Limitation#7) Ply Sheet: One or more plies of GAFGLAS'Ply 4,Tri-Ply®Ply 4 or GAFGLAS'#80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq.installed per manufacturer's installation instructions. � Cap Sheet: (Optional) One ply of GAFGLAS'Mineral Surfaced Cap Sheet,Tri-Ply®BUR Granule Cap Sheet or GAFGLAS'EnergyCapt"Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. installed per manufacturer's installation instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes.Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq.and 3001bs./sq.respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat'Membrane or Topcoat®Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat'MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer)followed by Topcoat'Membrane applied at 0.5 to 0.75 gal./sq. 3. Fiber Aluminum Roof Coating. Maximum Design Pressure: See Fastening Options NOA No.: 14-1030.01 MMMIDDADECOUNTY Expiration Date:�11/04/18 Approval Date: 05/04/17 Page 25 of 31 WOOD DECK SYSTEM LIMITATIONS: 0 l A slip sheet is required with GAFGLAS®Ply 4 and GAFGLAS®Flex Ply"'6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4"DensDeck'"Roof Board or''/z"Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials Direct9fr tfr�fire ratings of this product. : .•. •••• •••..: 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Prdd�yetuntrol •� Approval guidelines. All other layers shall be adhered in a full mopping of approved asp�i��t�pplied witl$R the •••••• EVT range and at a rate of 2040 lbs./sq.,or mechanically attached using the fastening p q of the top ra�+er :....: 3. All standard panel sizes are acceptable for mechanical attachment. When applied in ap�lrq�v��l2sphalo,pa 4size ....Y shall be4'x4'maximum. ....�� •�� •��. 4. An overlay and/or recovery board insulation panel is required on all applications over o6?W dell foahiAujations....,,,, when the base sheet is fully mopped.if no recovery board is used the base sheet shall be mpplied using spot 0• mopping with approved asphalt, 12"diameter circles,24" o.c.;or strip mopped 8"ribbons in gree rolw,one at each sidelap and one down the center of the sheet allowing a continuous area of ventil4iory•�ncircling of the . . strips is not acceptable.A 6"break shall be placed every 12'in each ribbon to allow croftivertilatioil.•Psp�alt :•"'; application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems Shall be limited to a maximum design pressure of 45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 275 lbf.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value,as field-tested,are below 275 Ibf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required,as determined by the Building Official,a revised fastener spacing, prepared,signed and sealed by a Florida Registered Professional Engineer,Registered Architect,or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application ' Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117.Calculations prepared,signed and sealed by a Florida registered Professional Engineer, Registered Architect,or Registered Roof Consultant(When this Iimitation is specifically referred within this NOA,General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e.field, perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners).(When this limitation is specifically referred within this NOA,General Limitation#7 will not be applicable.) 10. 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. END OF THIS ACCEPTANCE NOA No.: 14-1030.01 MIAMMADECOUNTY Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 31 of 31 Tile Roof System MIAMFDIADE Miami-Dade County HVHZ Electronic Roof Permit Form , �t Section D Tile Roof System "Delivering Excellence Every Day Roof System Manufacturer: EAGLE ROOFING Notice of Acceptance Number(NOA): 17-0822.15 Minimum Design Wind Pressures,If Applicable(from RAS 127 or Calculations): P 1: -39.1 P 2: -68.1 -100.7 .... P 3: • . . . .... ...... Maximum Design Wind Pressures,(From the NOA Specific system): 29.3 psf • ...... . .. ...... Fill in the specific roof assembly components.If a component is not required,insert not applicable�ri/af in the text box. :....; . *l .t Deck Type: —5/8"Plywottln • Optional Insulation: • • NA •••� Optional Nailable Substrate: NA Roof Slope: 712„ Optional Nailable Substrate Attachment: NA Roof Mean Height: 14 ft. Basesheet Type: Method of Tile Attachment: ASTM FELT 9226 30# --Adhesive, 2 Small Paddy Polyfoam Polypro— Fastener Type for Basesheet Attachment: Alternate Method of Tile Attachment per NOA: 1-1/4 RS NAIL&TIN CAP 1-5/8" n/a Tile Underlayment(Cap Sheet)Type: Drip Edge Size&Gauge: --3"face 24 ga.-- POLYGLASS TU PLUS Drip Edge Material Type: —GalviniZed Metal-- Tile Underlayment Attachment Method: SELF ADHESIVE Drip Edge Fastener Type: 1-1/4" RS NAIL L 4"OCTile Profile: EAGLE CAPISTRANO HIGH PROFILE Hook Strip/Cleat gauge or weight: --Select Hook Strip-- sectlon E MI® 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 tile 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 0.277 = 10.83 _Mg: 6.88 =Mr1: 3.95 ; S 29.3 NAlf OA •• •••::' P 2: -68.1 x 0.277 = 18.86 _Mg: 6.88 =Mr2: 11.98 5 29.3 000 •NO�Jllif •, , P 3: -100.7 X 0.277 = 27.89 _Mg: 6.88 =Mr3: 21.01 s 29.3 NOAAf '..• • Method 3"Uplift Based Tile Calculations Per RAS 127" •••••• For Uplift based tile systems use Method 3.Compare the values for F'with the values for Fr.If the F'values are greeter than or ecaArtblile Fr vq)ues,fqr each area of the roof,then the tile attachment method is acceptable. • • P1: x1:®= xw:®= -W: = xCos 0: =Fr1: 5 NOA F' P2: x 1: X w:�= -W. = x Cos 0:El=Fr2: S O NOA F' P& x1:�=©xw:©= -W: = xCos 0:M=Fr'3:O<ONOA F' Where to Obtain Information to complete tile calculations Description Symbol Where to Find 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 9 Job Site Aerodynamic Multiplier Product Approval(NOA) Restoring Moment due to Gravity Mg Product Approval(NOA) Attachment Resistance Mf Product Approval(NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval(NOA) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval(NOA) Tile Dimensions I=length w=width Product Approval(NOA) i i MIAMFQADE 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 33175-2 T(786)315--2590 F(786)315-2599599 NOTICE OF ACCEPTANCE (NOA) www miamidade Qov/economv Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville,FL 33585 .... .r.. 0.000 SCOPE: •.••�; . �• � . This NOA is being issued under the applicable rules and regulations governing the use of coo eviction materials.Tile documentation submitted has been reviewed and accepted by Miami-Dade County RER-Pradgrt ContWJ Section tv be•• used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction'(AHJ;. •.•• 0000. This NOA shall not be valid after the expiration date stated below.The Miami-Dade Cour>000"0*uct Gbntr��l•Sectiori (in Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve.0i"ght to havg this 00 • product or material tested for quality assurance purposes. If this product or material fails to pe'rf&m in the accepted....; manner,the manufacturer will incur the expense of such testing and the AHJ may immedigtely.r%voke,inoaify,or . suspend the use of such product or material within their jurisdiction. RER reserves the ri htto revoke his 0 0 if it is determined by Miami-Dade County Product Control Section that this product or material fails to fitleetthe tance, • ' 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: High Profile Concrete Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.16-0314.08 and consists of pages 1 through 7. The submitted documentation was reviewed by Freddy Semino NOAI No. 17-0822.15 Mu►rhFa►eecourm Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Cateeory Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This approves a new roofing system using High Profile Concrete Tile as manufactured by Eagle Roofing Products LLC in Sumterville,FL and described in Section 2 of this Notice of Acceptance. For•yeeyrtlocation s... where the pressure requirements, as determined by applicable Building Code, do not,a1celid the design pressure•• values obtained by calculations in compliance with RAS 127 using the values listed•in•eection 4kelein. attachment calculations shall be done as a moment based system. 606:64 • 2.PRODUCT DESCRIPTION: "" •• ••••• Vo: . . . ..... Manufactured by Test moulict •• • •••••. Applicant Dimensions Specifications DescA'% ion •• High Profile Concrete Tile Lenght= 17" TAS 112 High profile concrete,rooftile. For Mett deck or Width= 12 '/4" Type 1 a battened nail-on appliefi4o;s. :066e: Thickness='/z" Class III ' Trim Pieces Lenght=varies TAS 112 Accessory trim,concrete roof pieces for use at Width=varies hips,rakes,ridges and valley terminations. varying thickness Manufactured for each tile profile. i NOA No. 17-0822.15 MMMADECOUNTY Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 2 of 7 2.1 EVIDENCE SUBMITTED: Test Aeen cy Test Identifier Test Name/Renort Date PRI Asphalt Technologies ERPF-001-02-03 TAS-112 Aug. 2006 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102& 102(A) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108(Nail-On) g 0000 Redland Technologies P09647-01 Wind Tunnel Testing .'. Auj.01V94 •••••• TAS 108(Mortar Set) • Redland Technologies P0402 Withdrawal Resistance Testingof screw••••• Sept. 1'993 •••••. 0000. vs.Smoot shank nails � :•� . 0000 .. 0000.. The Center for Applied 94-083 Static Uplift Testing Engineering, Inc. *00000 APrj l 1494 ..... • TAS 101 (Adhesive Set) 0 • • .. . 0000.. The Center for Applied 94-084 Static Uplift Testing May f994 Engineering, Inc. TAS 101 (Mortar Set) •••••• The Center for Applied 25-7094-(3,6& 9) Static Uplift Testing ••• Opt--199.40 •: Engineering, Inc. TAS 102 •• . The Center for Applied 25-7120-(1 &2) Static Uplift Testing Nov. 1994 Engineering, Inc. TAS 102 The Center for Applied 25-7183-(3 &4) Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 The Center for Applied 25-7214{3,4,&7) Static Uplift Testing March 1995 Engineering, Inc. TAS 102 The Center for Applied 254804-4 Static Uplift Testing S 1996 Engineering, Inc. TAS 102 ep Celotex Corporation 520111-3 Static Uplift Testing Dec. 1998 Testing Services TAS 101 Celotex Corporation 520191-2-1 Static Uplift Testing March 1999 Testing Services TAS 101 Walker Engineering, Inc. Calculations Aerodynamic Multiplier Sep.2006 ATL of South Florida RT1211.02-15 TAS-112 12/17/15 ATL of South Florida RT0706.03.17 TAS-112 09/25/17 NOA No. 17-0822.15 MIAMFWIDE couNTY Expiration Date: 10/05/21 �I Approval Date: 10/26/17 Page 3 of 7 I 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 in accordance with TAS 106 shall be required,refer to applicable Building Code. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112,appendix 'A'. Such testing shall be submitted to the Miami-Dade County Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. •••• 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the'roof slops unless • stated otherwise by the underlayment material manufacturers published literature ••• •..' •••„• 3.6 This acceptance is for wood deck applications. Minimum deck requirements SIMI b2•in complitince wit • applicable Building Code. .. ••••• • •t�►e• . • 3.7 All products listed herin shall have aquality assurance audit in accordance with Plorida Buirding Codd:••. and Rule 61 G20-3 of the Florida Administrative Code. 00:90* •••• *9000 4. INSTALLATION • .1 Eagle Roofing Products LLC, High Profile Concrete Tile and its components shall be in in strlrt•••; compliance with Roofing Application Standard RAS 118,RAS 119 and RAS 1'lb. 000000 ••.•. • 4.2 Data For Attachment Calculations •• • Table 1: Average Weight(W)and Dimensions(I x w) r Tile Profile Weight-W(lbf) Length-1(ft) Width-w(ft) High Profile Concrete Tile 10 1.417 1.04 + Table 2: Aerodynamic Multipliers Tile A(ft.) A(ft') Profile Batten A lication Direct Deck Application High Profile Concrete Tile 0.300 0.277 Table 3: Restoring Moments due to Gravity-M ft-Ib + Tile 3":12" 419:12” 5":12" 6":12" Greater than Profile 7":12" High Profile Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Concrete Tile Deck Deck Deck Deck Deck 6.68 6.99 6.57 6.88 6.44 6.73 6.28 6.56 6.10 6.38 NOA No. 17-0822.15 MIAMFQf1DECOUNW Expiration Date: 10/05/21 IIID Approval Date: 10/26/17 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-Ibf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19/32" plywood) High Profile 2-10d Ring Shank Nails 28.6 41.2 19.4 Concrete Tile 1-10d Smooth or Screw 5.1 6.8 2.8 Shank Nail 2-10d Smooth or Screw 6.9 9.2 7.3 Shank Nails 1 #8 Screw 20.7 20.7 8.1 2#8 Screw 43.2 43.2 9.8 1-10d Smooth or Screw 23.1 23.1 .,, ••019.0 �•� �• Shank Nail Field Clip) 1-10d Smooth or Screw 29.3 29.3 ,, .24.0 ;•••• Shank Nail Eave Cli • 0000 2-10d Smooth or Screw 27.6 27.6 0000.. .,,,38.6 • Shank Nails Field Clip) 000000 66• • 2-10d Smooth or Screw 38.1 38.1 .•0 0 0 0 41.8 , Shank Nails Eave Clip) : ' 0 .00 • 2-10d Ring Shank Nails' 33.1 48.1 •• -o 045.2 :*00 10 1. Installation with a 4"tile headlap and fasteners are located a min. of 2'/2"from head of tile. .. . Table 5: Attachment Resistance Expressed as a Moment Mf(ft-Ibf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance High Profile Concrete Tile Adhesive 29,32 1 See manufactures component approval for installation requirements. 2 The Dow Chemical Company TileBond Average weight per patty 10.7 grams. ICP Adhesives Polyset®AH-160.Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment- Mf(ft-Ibf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance High Profile Concrete Tile ICP Adhesives Polyset®AH-160 66.53 ICP Adhesives Polyset®AH-160 38.74 3 Large paddy placement of 63grams of Polyset®AH-160. 4 Medium paddy placement of 24grams of Polyset®AH-160. Table 7: Attachment Resistance Expressed as a Moment- Mf(ft-Ibf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance High Profile Concrete Tile Mortar Sets 24.5 5 Tile-Tito Roof Tile Mortar. NOA No. 17-0822.15 CMUDADECOUNTY Expiration Date: 10/05/21 '"'• Approval Date: 10/26/17 Page 5 of 7 5. LABELING : All tiles shall.bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below),or following statement: "Miami-Dade County Product Control Approved". A �E =E7 � 0000 '0000, 1000.0• ,000:0 GL ® " • 0 . , 000000 . 00 • 0000.. 0.0.00 0 • FLoRIDA •0110• :::00* 0000.. *0:00* 0000 0000. (LOCATED ON UNDERSIDE OF TILE) •• ' 00. , 0906:0•••,, 0000.. 0 0 • • • 0 0000,, • 0 • • 0 :..Go* OR • • EAGLE FL (LOCATED ON FRONTSIDE OF TILE) High Profile Concrete Tile LABEL,SUMTERVILLE PLANT 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 AHJ or applicable Building Code in order to properly evaluate the installation of this system. d NOA No. 17-0822.15 MW ODADECOU Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 6 of 7 k r PROFILE DRAWING NAIL HOLE 4 - 0000 • � 0000 0000.. 0000.. .. • 0000.. Ki► 0000 �� • 0000.. ..,,,•+ +..fie 0000 ,. .. 0000. �,,,,r'"�'" 0000.. 0000 • . . • • • 0000. .. .. . 0000.. .... ' • 00.0:0 � ff.'s•.... • ...0.. • .. .* 17 .. High Profile Concrete Tile END OF THIS ACCEPTANCE Md►MLQIIDEC- Expiration Date: 10/05/21 r I�I� NOA No. 17-0822.15 Approval Date: 10/26/17 Page 7 of 7 1 � MIAMI-RED MIAMI-DADE COUNTY 1IiW PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DMSION Miami,Florida 331754474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/ecoriomy Polyglass USA Inc. 1111 W.Newport Center Drive Deerfield Beach,FL 33442 SCOPE: ....;�.;..:. This NOA is being issued under the applicable rules and regulations governing the use of coAtructon matdrU19+The ••••;• documentation submitted has been reviewed and accepted by Miami-Dade County RER-Proc*uot!ontrol�'actoan to b • used in Miami-Dade County and other areas where allowed by the Authority Having JurisdicYipg(AHJ). � • This NOA shall not be valid after the expiration date stated below.The Miami-Dade Countya%rpo let Conko4 SA gti& • (in Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve tl""to have,Illi, ••• product or material tested for quality assurance purposes. If this product or material fails to porfQrO in tht'&rdb14ed.. •••• 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 acceVtance�...:. if it is determined by Miami-Dade County Product Control Section that this product or matetal Vits to mtet the -' • ...... requirements of the applicable building code. 0 • This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in tlie` 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 apy section of this NOA shall be cause for termination and removal of NOA. j. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,',then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and. shall be available for inspection at the job site at the request of the Building Official This NOA renews and revises NOA No.15-0410.04 and consists of pages 1 through 8. The submitted documentation was reviewed by Freddy Semino. 34...,r NOA No.: 17-0614.22 IAMMADE CCrUNTY Expiration Date: 09/13/21 Approval Date: 07/06/17 Page t of 8 ROOFING COMPONENT APPROVAL '.: Category Roofing Sub-Category: Underlayment Material: SBS,APP Self-Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick IR-Xe 65'x 33_3/8,, ASTM D 1970 A fine granular/sand top surface self-adherin&.UP Manufacturing Or 65'x 3' polymer modified,fiberglass r(infgmc d,bituakitous., ...... Location#1 &#2 60 mils thick sheet material for use as an undMayrtlent iflAgpeq roof assemblies. Designed as an ice WMA shield. •• •••••• Polystick Dual Pro 61'x 3'3_3/81, TAS 103 and A rubberized asphalt self-adheringr,gjass-fiber'/ of ester Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membfft". Designedem a:°' :•... metal roofing and roof tile und'e'r1aMent. ••••> "�' •••• Location#2 . Polystick Tile Pro 61'x 3'33/8" TAS 103 and A rubberized asphalt self-adherkT4 glass-fiber/polyester Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane.*Desigpg4.q metal•..:. Location#2 roofing and roof tile underlayme nt' .P,^; • t Polystick TU Max 65'8"x 33-3/8" TAS 103 and A rubberized asphalt self-adhering,polyester Wit'dorced Manufacturing 60 mils thick ASTM D 1970 waterproofing membrane. Designed as a a roof tile Location#I &#2 underlayment. Polystick TU P 32'10"x 3'33/8" TAS 103 and A rubberized asphalt waterproofing membrane,glass- Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced,with a granular surface ' Location#2 designed for use as a tile roof underlayment. r Polystick TU Plus 65'x 3'33/8" TAS 103 and A rubberized asphalt self-adhering,glass-fiber/polyester (Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing membrane.Designed as a metal Manufacturing roofing and roof tile underlayment. Location#I &#2 Polystick MTS 6518"x 3133/8" TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing 60 mils thick membrane,glass fiber reinforced with polyolefmic film Location#2 on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick MTS Plus 6518"x 3133/8" TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing 60 mils thick membrane,glass fiber reinforced with polyolefmic film Location#2 on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Elastoflex S6 G 32'10"x 3'3-%" TAS 103 and Polyester reinforced, SBS modified bitumen membrane Manufacturing ASTM D 6164 with a sanded back face and a granule top surface. For Location#2 use in roof tile underlayment systems. J ' MIAMMADE COUNTY NOA No.: 1770614.22 Expiration IDate:'OhJ/21 Approval bate:'07/06/17 Page Tof 8 MANUFACTURING PLANTS: 1. Hazelton,PA 2. Winter Haven,FL EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Trinity ERD P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798&G155 04/13/09 P33360.06.10 ASTMD1970 07/01/10• ` P33370.03.11 TAS 103 0/0R/11 ' P33370.04.11 ASTM D 1623 04/26/1 T` ' •••••• P36900.09.11 TAS 103/ASTM D4798&M55 :&AN11 •• P37300.10.11 TAS 110/ASTM D4798&1pjn� •10A'9/11 P40390.08.12-2 ASTM D 1623 .... •98707/12 ' ••.. P37590.07.13-1 ASTM D6164 .07/.9,2'/13 ..... P45270.05.14 TAS 103,TAS 110&ASTM D16W 05W/14 ,....• P46520.10.14 ASTM D 1623 •••••• 447OP,14ri' .... . P44360.10.14 TAS 103 &TAS I l(j••;•; 1OfW7/14` •• P43290.10.14 ASTM D 1970&TAS 110 ;J,0jrV14 •••••• PLYG-SC10130.06.16-3 TAS 103&TAS lld ••• 06/27/16 PLYG-10130.06.16-1 ASTM D1970&TAS 110 ••0�6�27/16 PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09%29/66' PUSA-055-02-02 TAS 103 12/10/01 PUSA-089-02-01 TAS 103/ASTM D4798&G155 07/06/091 ; Momentum Technologies,Inc. JX20H7A TAS 103/ASTM D4798&G155 04/01/08 RX14E8A TAS 103/ASTM D4798&G155 11/09/09 DX23D8B TAS 103/ASTM D4798&G155 02/18%10 DX23138A TAS 103/ASTM D4798&G155 02/18/10 LABELING: .. t,, , 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name o.,..,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. WMIAMI-DADECC)UNTY BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1.This Notice of Acceptance. 2.Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.:;:17-0614.22 ' MIAMI DAD;COUNTY Expiration Date: ,09/13/21 Approval Date-,07/06/17 Page 3 of 8 's�• at INSTALLATION PROCEDURES: Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(1): Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6"o.c.at a minimum 4"headilip.(for base sheet only) ! Membrane: Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Poly sti& TU P,Polystick TU Plus,Polystick MTS or Polystick MTS Pluj,self-adhered 00*000 Surfacing: See General Limitations Below. •*0• :00 0 00000. 0000:0 060:66 0 0000 :0000: Deck Type 1: Wood,non-insulated 0 0 0 t ':60000 Deck Description: Min. 19/32"plywood or wood plank 0 "o 0 0 System Type E(2): Anchor sheet mechanically fastened to deck,membrane adhered eo - 0 ' 0 :k��* ".09600 0906:0 0 Anchor/Base Sheet: One or more plies of ASTM D 226 Type H 9 or ASTM D 2626. o 0 0 0 666666 Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6" o.c.at a:niniMpm 4"VeIJ laop.k(fbib' 0 base sheet only) so 0 00*0*of V000: Membrane: Elastoflex S6 G,hot asphalt applied 00 0 Surfacing: See General Limitations Below. Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self-aahered.' ' Anchor/Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails'and tin caps 12"grid,6"o.c.at a minimum 4"head lap..(for base sheet only) Ply Sheet: Polystick MTS Plus,self-adhered with minimum 3"horizontal laps and minimum 6"- vertical laps. Membrane: Polystick TU Plus,self-adhered. Surfacing: See General Limitations Below. MIAMMADE C NTY NOA No.: 17-0614.22 • Expiration Date: 09/13/21 Approval 1).aiea,07/66/11 Page 4 of 8 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose deck panels,'a id' sweep the deck thoroughly to re move any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact: Remove the release film as the membrane is applied. All side laps shall be a minimum of 3"and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strappingof the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley,start at the low point and work to the high point,rolling the' membrane from the center outward in both directions. ••• '''`" 5. For ridge applications,center the membrane and roll from the center outward in both dire icrs. •• 6. Roll or broom the entire membrane surface so as to have full contact with the surface,givipg•special a�ition •••,;• to lap areas. •••••• . `, 7. Flash vent pipes,stacks,chimneys and penetrations in compliance with Roof Assemblyecurrant Product Control•• • Notice of Acceptance. •• • 8. All protrusions or drains shall be initially taped with a 6"piece of underlayment. The f3aslying tape"I be'°" `•••�• pressed in place and formed around the protrusion to ensure a tight fit. A second layer crf.fkolystickshall be •• • applied over the underlayment. •,a ...... .so**0 GENERAL LIMITATIONS: •• ' 1. Fire classification is not part of this acceptance. 2. Polystick Dual Pro,Polystick Tile Pro,Polystick TU Plus,Polystick MTS and Polystick MTS Plus Imayibe used in asphaltic shingles,wood shakes and shingles,non-structural metal roofing,roof tile systems aricl'quarry slate roof assemblies. Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick'TU Plus,Polystick MTS and Polystick MTS Plus shall be applied to a smooth,clean and dry surface: The deck.+; shall be free of irregularities. ={; 5. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane, as a recover system. I , 6. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times;not to exceed the preceeding maximum time limitations. Ex osure Limitations Da s MTS IR-Xe Elastoflex TU TU P Tile Pro Dual Pro TU Max MTS Plus S6 G Plus Winter Haven,FL 180 90 180 180 180 180 180 180 '"•180. Hazelton,PA N/A 90 N/A 180 N/A N/A N/A 180 N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building tode''and NOA No.: 17-0614.22 MIAMMDADECOUNTY ...� Expiration Date: 09/13/21 Approval Date: 07/06/17 Page,5 of 8 Rule 61G20-3 of the Florida Administrative Code. ;�,�; •',_+ & In roof tile application,data for the attachment resistance of roof tiles shall be as set forth in the roof the manufacturer's Notice of Acceptance. Polystick Tile Pro,Polystick TU Max,Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of morfar settle applications. 9. When loading roof tiles on roof tile underlayment for(direct-to-deck)tile assemblies,the maximum roof slope shall be as follows:(See Table Below) ••• `• 0 0 0 0 0 0 Tile Polystick Elastoflex Polystick TU Plus, Polystick Polystick• 1 0 Sy'sfenI40). Profile MTS S6 G TU P,Tile Pro, TU Max MTS Pt"• •MTS Plus with . Dual Pro . • T leis` a goof:•• Flat Tile Prohibited 4:12 6:12 6:12 5:12..... . t ••. Without battens 0000 ..•h+. 0000.• Profiled Prohibited 4:12 6:12 6:12 4:1109: 6:12 0• Tile without battens " ,1 00000 • The above slope limitations can be exceeded only by using battens in accordance with tho Aaroved Tile System.0•••• Notice of Acceptance and applicable Florida Building Code requirements. When battens are required,.&h shall be utilized during loading and installation of tiles. 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of t. tile directly on the underlayment.Refer to Polyglass' Tile loading detail below for loading procedure=two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope,for a total of 6-tiles—for all underlayments except Polystick MTS which shall be loaded onto battens. ................—.._._...__00.0_0..__—_—__.—.---__..... (6 Max.Per Stack) 1ZC O 6 N t`•� Q P== FLEI �D POLYSTICKTU Plus i (t NOA No.: 17-0614.22 MIAMMADE COUNTY Expiration Date2.r 00/13%21 Approval Date: 07/06/17 Page16'of 8 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with; } specific prepared roofing products. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS,Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe,Polystick Dual Pro, Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS,PolystickMTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. ``' If Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick ' TU Plus,Polystick MTS,Polystick MTS Plus or Elastoflex S6 G are not listed,a request may be made`to the Authority Having Jurisdiction(AHJ)or the Miami-Dade County Product Control Section for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistarj4.jLnd fire testing results. ; •• •••.. 0000*0 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICKM TOBRANEY* , , •'•" 000* PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPE&fiW.APPLI A S. , . ' LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMIVDf TIO NS..-. ' , ..;.•• 00 00 •.. • 000000 1. Polyglass does accept the direct application of Polystick underlayment membranes to 1569**cks.'Installers are .' cautioned to refer to applicable local building codes prior to direct deck installation to"nsudthis ilgggaable.••••:. Please also refer to applicable Product Data Sheets of the corresponding products. • 669 0 :009*: 2. All rolls,with the exception of Polystick TU Plus should be back-nailed in selvage edge seam as per PeNalass • Back Nailing Guide. Nails shall be, 11 gauge ring shank type,applied with a minimum 1 5/8" metal disk as required in Miami-Dade County or simplex type nail as otherwise allowable in other regions,at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked"nail area,area para clavar",on the face of membrane,with the above stated nails and/or disks.The head lap membrane is to cover{the area being back-nailed.(Please refer to applicable local building codes prior to installation.) 3. All seal lap seams(selvage laps)must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric;and granule over granule end laps,shall have a 6"wide,uniform layer of Polyglass,,, Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,,, XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement,applied in between, the application of the lap.The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments.Refer to the Polyglass Tile Loading Guidelines. See General Limitations#9 and#10. 6. Battens and/or Counter-battens,as required by the tile manufacturers NOA,must be used on all projects for pitch/slopes of 7712"or greater. It is suggested that on pitch/slopes in excess of 6'/<"/12",precautions should be taken,such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation&before loading of roofing tiles is Forty-Eight(48)Ho`urs:''' 8. Polystick membranes may not be used in any exposed application such as crickets,exposed valleys,or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modifidd Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,XtraFlex 50 Premium Modified,`; Wet/Dry Cement,Polyglass PG500 MB Flashing Cement to the area in need of repair,followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair.Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. NOA No.: 17-6614.22 MIAMMDADE COUNTY - ... Expiration Date:.09/13%21 Approval Date:' 07/06/17 Page 1 of 8 r ; 10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requir'e's a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. ,;, • 11. All approved substrates should be dry,clean and properly prepared,before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request.It is , recommended to refer to applicable building codes prior to installation to verify acceptable substrates.'' 12. The Polyglass Miami-Dade Notice of Acceptance(NOA)approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800)894-4563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800)894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable prgcedwes as ontliMe%by . ...... the National Roofing Contractors Association(NBCA). .. •• PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIVM0A*PPLICATf0NS. •• • LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMP41j�,TjRTION;�• '•. ' ' END OF THIS ACCEPTANCE •• •••••• F itir , NOA No.: 17-0614.22 MIAMMDADE COUNTY ...� � Expiration Dater, 09%13/21 Approval Date: 61/66/17 Page,8 of 8 • MIAMI-DADE COUNTY MtaMt OIADE PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 ` NOTICE OF ACCEPTANCE (NOA) vvvvw.miamidade.tovJec(Inomy ICP Adhesives and Sealants,Inc. 12505 NW 44'Street Coral Springs,FL.33065 r 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 ContioL SeeSon to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdidon, %HJ). •0•• •••••• •• • •• . • This NOA shall not be valid after the expiration date stated below. The Miami-Dade Countygeduct anT%W*SectiQa..;. (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve thReMAN to have this product• or material tested for quality assurance purposes. If this product or material fails to perform 0Me acceptCdjnggner, tl,e • manufacturer will incur the expense of such testing and the AHJ may immediately revoke, n odih, or s6sp&1d the uSC;•• of such product or material within their jurisdiction. RER reserves the right to revoke.this•acceptnee� if it SSS��• determined by Miami-Dade County Product Control Section that this product or material fads 4g jgeet the regutrements of the applicable building code. : 0 0 0000.. 0000.. 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. 000 • 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 1 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 f materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.. 17-0322.03 Muutii•aa�eCouNnr Expiration Date: 05/10/22 Approval Date:04/27/17 Page 1 of 11 a r l , 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. 000. • • 0000' 000000 PRODUCTS MANUFACTURED BY APPLICANT: ••0• • Product Dimensions Test Product'D,IItio; •• ••••:. Specifications •'•" • 000. •• • 0.Y0.0 ICP Adhesives N/A TAS 101 Two component polyeretahane foa&adhesive...@• PolyseeAH-160 •••••• 00*0 60%00 .. .. 0. . 000000 ICP Adhesives Foam N/A Dispensing Equipmet4�0••0 Dispenser RTF1000 • 0 0 0000.. ICP Adhesives ProPack® N/A Dispensing Equipmeil 0 0 . 00 0 • 30& 100 0 00 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: Property Test Results Density ASTM D 1622 1.6 lbs./ft.' 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./Ft2 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 ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 17-0322.03 t�LAM14DADE COUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Azency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 '10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division , •••• • 09000 Ramtech Laboratories, Inc. 9637-92 ASTM E 108 .. •'• 0400/ 3 0.00:- 000.00 . 00 • 0000.. Southwest Research Institute 01-6743-011 ASTM E 108 •••o•• 'I 1/16/94 01-6739- ad1 062b[I] ASTM E 84 0.0.0• 0• 6/05 :""; 0000 . 00 00000 Trinity Engineering 7050.02.96-1 TAS 114 ••:••: 43/1;1%6 00 ••• P36700.04.12 ASTM D 1623 •• •• 0t/18/12 *000:- P39740.02.12 ••••- P39740.02.12 TAS 101Q2/21/12 0 0 000:• 0000•• 0 TAS 123 • . . .. 0000.. a Celotex Corp. Testing Services 528454-2-1 TAS 101 T;A*2*No 08 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 qualityassurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 Mu►M I-DA a COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 L 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 E 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 AdhOleve'sand Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicaftwi to:he aut0*'y having' . • jurisdiction. ••-,••. •• •.•.�• 5. of Calibration i r tion o the ICP Adhesives mix ratio b Foam Dispenser RTF 1000 dispensing equipment is rec�ilifed before application .• y between the"A" component and the "B" component skalj' e.mainlfued'yetween • 0000 l.o-l.ls (A): 1.0(8). • •• •...•0000.. . 00000 00.00 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispens&•Rlff 1000 oriicl?: 0 0 0 0•• Adhesives ProPack®30& 100 dispensing equipment only. ;••;•; • 40 7. ICP Adhesives Polyset AH-160 shall not be exposed permanently to sunlight. 0000.. 0000.. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minute'after ICP•Atl t► ives •': 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. e f NOA No.: 17-0322.03 Tel MuuH�•oan...Try Expiration Date: 05/10/22 Approval Date:04/27/17 Page 4 of 11 r 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 Padd s: 8-9 s inches at 12 rams'er dd g y q g ep a w y head of tile 9-11 sq. inches at• .. . so s overlap' see:** • so** •• • se ess Two-Piece Barrel(Cap Tile) Two Piece 2 Beads(1 each longitudinal '-.':f7 gram per bead ; e•; edge)20-25 sq. inches each • ••�• s • bead e . sees •se•es • : sees. Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches I.•�•4 grams under pan :• ' • . ,. . sees.. • sees.. o o LABELING: e• s•41 e :sees; se s 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. raarnn DE tacit rr ` �Illllllf • -� �I� BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 17-0322.03 htuuu•a4nE couNnr Expiration Date: 05/10/22 Approval Date:04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL# I wit th"h plastk tWhWit Paddy(Banaatht 2• {Than r•qulrady, 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 t©i� �;, y` `a•.` ;" of the tile being set. EawtCourzs. ' e fir,.-✓ 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. see* ^`'e,',ak.'"^,, �^•�3irr,�,;��-%"� � ••• 0000 0000•• 00 s` 0000• • • �, _, • � •�� • E"*Clusute.._ 1� a" 6 • 6••••• 0000•• 0 0000 s• 0 •9060• Nail through plastic cement Medium Profile/ Double PWkt File °••° 06:000 ...... •• iwhsn required) • • •00• � *00** } ,+^•ate 6• 0• w .. _:praay�a•n6°ti,r�.i 1. Starting at the eave course, apply a mldimQm 2„•••••• uesa6rirymes,[ (50.8 mm)x 10”(254 (25.4 ntm)foam % paddy onto the underlaymerl;positier►ed as shoal,0 0 0• under the pan portion of.11A tre close,,sl tQ the overlock of the tile being set. '0 0•*• 5 21n.wid9'"^a .. 2. Continue in same manner. Insure approximately 17 Batten:op+tian9l � •""�;; ,--;.-* (109.7 cm2)—23 (148.4 cm2)square inch adhesive contact with the underside of the tile. Nail through platticcwpenr p.a�.18.n9•ehr►r1 High Profile/Single Pan Tile (when mqulradF f r•N°y„ .,t �� w� 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25A 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. Uattens �, 2. Continue in same manner. Insure approximately 17 optional 2 z (109.7 cm )—23 (148.4 cm )square inch adhesive contact with the underside of the tile. t Ease Cours•."�.""_�'�� :� � �'•�y iisC�3 .� r �•r'��er" '. 10 in 2 in. ` fare closure ,►' Drip edge MIAMI•DADE COUNTY NOA'No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date:04/27/17 Page 6 of 11 1 ADHESIVE PLACEMENT DETAIL#2 kid thmugltPlastic trm•"t Vrddylev"Malk rP1 Flat/Low Profile Tile (Mwn rrquired), 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 the the being set. Insure approximately 17(109.7 cm2) —23 (148.4 cm2)square inch adhesive contact with the BatGns opt➢anal rte- 'a V r �,,,�;•� �f, ., ,_. underside of the tile. 2. At the second course, apply a minimum 2".50.8mm) x 7"(177.8 mm)x 1"(25.4 mm).foam'pddjYOfito thg••••• underlayment positioned as sirowp under the. • �`�� ,•, �.:�,�f,,�'` strengthening rib closest to the pvtrlockafthe'tile ..•••• being set. •••••• • 3. Continue in same manner. Insure appro$im1fely 10"0•••• (64.5 cm2)- 12(77.4 cm2)$qeqr�•mch acrhesi�e '•••• contact with the underside aj�e 4ile. ' •• • ...... ...... Medium Profile/Double Pan 4ife •. . '••••• ddnii through pd.stic remenl • • (when required) - • • • —Paddy ie4n4s,h°toed 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy � Wrad•tlrym•hr�*i' onto the underlayment positioned as shown under the �. pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17(109.7 cm2)— ' `'"► 23 (148.4 cm2)square inch adhesive contact with the underside of the tile. t;•tter�s aplianad �- �•_ Y — - 2. At the second course, apply a minimum 2"(50.8mm) tin. ao .,, �* �'" x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the rs,•chv.R* underlayment positioned as shown under the pan F.vCowl. .tt_ r�Fascia 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.: 17-0322.03 Mu►rti•aaoeeouNrr Expiration Date: 05/10/22 Approval Date:04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) Maddwough#1'A" {e _ High Profile/Single Pan Tile CvAenr•quimdPAddy t o„, •y,„.,, '[ - �,r ``�`` , 1. Starting at the eave course,apply a minimum 2”(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the 7 X �1 the being set. Insure approximately 17(109.7 cm2)— 2I �G rc ; p - 23 (148.4 cmZ)square inch adhesive contact with the Batten Ei°„•1 � � ; ' underside of the tile. • - �, xr r 2. At the second course, apply.a mjnimum•&'CSU8mm) €are Cawse--h 'y • •• •••• t ;.�.�'� �,, ��' -f.K,a x 7"(177.8 mm)x 1 n(25.4 uy�'f)foam�ddy.onto the .W�� underlayment positioned as shown und*tt pn •0 loon 21n. f-' s ""• portion of the tile closest tog4overlock of the tile • •. r r ortp•dge being set. .... •• ...... ••0• • •• o 00000 3. Continue in same manner.1ncurc apprWt*t%ly 17 (109.7 cm2)- 19(122.6 c4)�•cru.re mch adhr3sive ••••;• contact with the underside of t'he;ile. •. • • •000.0 •00.90 f. • . . • • 9 .. . •00009 . 0. 0 + NOA No.: 17-0322.03 MAMI-DADeeOUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL#3 nasi through plastic cement Paddy(between tiles) {when required) I. On the eave course only,apply a minimum 2" (50.8 eattensoptlonai mm)x 10" (254 mm)x V (25.4 mm)foam paddy " Paddy(undertile) onto the underlayment positioned as shown,under single paddy ., the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest 4x41n. to the Overlock of the tile being set. Leave + singklpad �W' .w';.• approximately 4"(10 1.6 mm)up from the eave edge free of foam to prevent the expanded adhesive .n wedeeiayment `�'2 x o in. .k? from blocking the weep holes. Insure + C "'�,_; approximately 17-23 inz(109.7-148.4 cmZ)of sntn 4- adhesive contact with the underside 44thetUe Fascia, ; ••• .... ...... 2. Apply a4" (101.6 mm)4.4.".*QP 1.6 mm)x I" (25.V**"* mm)foam paddy onto thew wo4erlayri�rit joist belo*6 Flat/Low Profile Tile the second course line poli( ed foaln jWtly ••••• under the strengthening�rtb fvi•flat tilos cirunder tbe;••• naiithrough plastic eement Singiepaddy under tile pan portion of the tile,cIdsm to the ut+iderIck for..... Iwhen required) w Paddyibetween tiles) the second course tile t0e:ACtalled. Insure .' approximately 8-9 in'(�1.6-58.1 cm;)p f Zjhesive••••• Battens Paddy(under Wet contact with the undersitof the tile•• • ;...•; r single pad �} 'M (Instructions continued on nextpage) an top ottde *:r 4x d in. z� ' single paddy on underiaymerrt i n1 toin 2tna Eare Closure Eave course fascia t N GM=Profile Tile NOA No.: 17-0322.03 MIAMI•DADE COUNTY i ,...� r Expiration Date: 05/10/22 Approval Date:04/27/17 Page 9 of 11 I i ADHESIVE PLACEMENT DETAIL##3 (CONTINUED) Haid through plastic Single paddy under tile hwhenrequiredi 3. Also apply a 2" (50.8 mm)x 4" (101.6 mm)x3/4 Paddydnetweenahes) (19 mm)paddy on top of the eave course tile Batto1 optional paddytundertiki 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. oftu Install second course of tile. Insure approximately xaln. ''~ 9(58.1 cm2)- 11 (71 cm2)square inch adhesive s gain ~ contact with the underside of the tile at the overlap "' and 7(45.2 cm )-9(58.1 cm )square inch Mile— adhesive contact with the underside ofetkdestile at the head of the tile. Con0nug fq same mhamer. •••••• Eave Course Fascia •• • •• • •• W hole 000:00 i •••• • e�ep 0000•• Save dosure 000:04D • • • t0 in. �1�in. 0000 0000•• Drip edge • • �•• •• • • 0000 • •• 0000• High Profile Tile ••�••* 000.0• ••i••• •• •• •• • 0000•• 0000•• • • 0000•• 0000•• •• • •• • •••••• • • • • NOA No.: 17-0322.03 MhAMI•DAD,COUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 10 of 11 P f } } ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL I Two Piece Barrel(Cap and Pan)Tile t)Place enough adhesive toachieve 65to70sq in. Steep1. Starting at the eave course, apply a minimum 2" pequirepflcations 50.8 mm x 10" 254 mm x 1" 25.4 mm foam in contact with the pantile. (when required) ( ) ( ) ( ) 2)Tum covers upside down.place adhesive In paddy onto the underlayment positioned as tot inst moutside edge e20to tile. shown under two adjacent pan tiles. Support eave Then install the tile.Ensure 20 to 25 sq.in.contact area. _ -,e tiles from rocking until adhesive hats a chance to � cure. : ••• k .... ...... Underlayment c' .. . .. . ,� fsV eeeaee �: •ee• eeae.e 2. Continue in same maaiaear.br nging twp pan • courses up toward the Pidge. Insure. ."••; "' •-'' 'f' ,,: ` approximately 65 (419!4 trn*1)—A(IS 1,.6 cm2)e a e e square inch adhesive C DfM with jhe jmoerside•••e " of the pan tile. •• •• '• • •••••• -' Sheathing 000000 •• e • • Eaveclosure �'� • • (motarshown) 3. Turn covers upside down exposingtkaLcidersi$eaa weephole Fascia soard of the tile. Apply a mligipluai 1"(2�4 mm)x 14'0•e (254 mm)bead of adhesive direct%ghA he inner Remove top portion of the eave course cover tile.Abut to second course of edge of each side of the cover tile. Leave pantiles.Ensure eaveend ofpan and cover tiles are Mush ateave 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 tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive.Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2"(50.8 mm)x 4"(101.6 mm)nailers or the tie wire system using galvanized,stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 17-0322.03 Mlcurtl•n�aoe eouNTir Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 r t • IAW _ f?n'i ),*MIAMI-DADECOUNTY MPRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,`Florida'33'05-2474 BOARD AND CODE ADMINISTRATION DMSION :I'+T-(786)315-2590;F(786)`31.5;2599 NOTICE OF ACCEPTANCE (NOA) ile,li,Www.mianiidade.go*%economy Eagle Roofing Products LLC 1575 East C.R.470 wa -r rE.�k•.l.i-_. '1. }! .1,.J'"._i Sumterville,'FL`�33585` } 3 - i ir,l,, 11— J (`� si' )" t;,fb+r F'fl! ii. jt:r w r, "'r. J;: •..•..:!s; SCOPE:ts'. . ? `3. J ! : f)a 1 `.fral.tf .y f +«faf 1i Jt Lrlr I`Cs"o '1: 1,;';C`t "'l.•' ( •j''.jr,irl :., i�lf •..••• .1 •—. { , ,f.. i —,'-' i/ } rcS r },.DIY. ::r" r a ' r._1 r� .-�• • r •• This NOA is being issued uiider the applicable iules and regulations governing the use;of c6rist'on matesiars.The..... documentation submitted has been reviewed and a'cce'pted by Miihml)ade"County RBR Pr6dfkCrEont66l Sacti6h to be • used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdicl? FAIIJ):'. •. • This NOA shall not be valid after the expiration date stated below.The Miami-Dade CounjTPttlgct Coptr1l•Section•:.. m Miami-Dade Coun •' (' tyj"and/or the AHJ(in areas other th`an'Miami-Dade County)reserve Elie fi�ht:to`.hatr2��t}iNI� •••••• product or materiattested'fo'r quality assurance purposes.:If this product or.materiii fails to;)e3o mIn"n the accepted manner,the manufacturer;wille;incur.thexpense of such testing and the AHJ may immediately,rgvoke i1mdi� y,or -1,ft o: •" suspend the use of such product or,material-within their jurisdiction. RER reserves the right WreLoke ft%arceptange,••- if it is determined by Miami-Dade County Product Control Section that this product'or material fails to Awelt.He requirements of the applicablelbuilding code f1 JJ; ;; ,�, .l. .i.r,s jt�ir.y,. i �,a ,j ,i 31!`i$ This productlis approved as described herein,and has been designed to comply„With the Florida Building Code including the`Highs$Velocity Hurricane Zone,of the Florida Building Code`. DESCRIPTION: High Profile Concrete Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.16-0314.08 and consists of pages 1 through 7. The submitted documentation was reviewed by Freddy Semino re c + r• r e r NOA No.17-0822.15 ht1J4M DADE Courtrr Expiration Date:10/05/21 . • , Approval Date:.•10/26/17 Page 1 of 7 ROOFING'ASSEMBLY APPROVAL , Category: ''`Y' " Roofin ' .l: ctrf.I.3Sf,1:.c`-ft ;4 '+� •?:�_ ! ;�`7,"��- Y ,�I Sub Category:, e ,(-Roofing Tiles ,.� � ( *r ►:r.t; ,rt+r?t�,• �. +++r 1 t,'>. +3�i, t> Material: n Concrete 1.SCOPE: , This approves a new roofing system using High Profile Concrete Tile as manufactured.,by,EaglerRoofing Prgdaea.LLC in Sumterville,FL and described in Section 2 of this Notice of Acceptance. For use in locations 0:041,00 whet'e' press�ua �quirements, as determined by applicable Building Code, do not exceed the design,pressure ••• {(val*; o ained•�y•c,�jculations to oomphance swrth RAS,1r27�using the values listed in secponA herein., The • • attachment calculsrcat�s shall be done as a moment based,system: i, ,ter, i ,,( i;f ts� (r`k„ (;,;, t+ t� • • •' •'.�l+lr� i'�i!°p3 f f'(' f, +1. °t t r i >.,�'` L. `Z'sti a kd7'`l:+ }—as i•'tr .:k 1 yl+- •• PRODVCT'DESC'WTION: .,• ,l r t rl_ f l ._ ' tt�. t,.tiy tr't. ,� j 1,j,, -t) +<^u JMr -t i Mahul #'Iured-div ,',3 . t r+';>t, : '12 ,,1. 1, •`Test{, ,,r}.t;r., ..ii„ ii+ Product, • ...... .' to J r,AIIDIICAIIt, •.f,•,. ..k,t t..DiIIiensions j. ;i Specifications .4",., �. DescriptioII •••tfijh Prahteftncrete+Tile++clb,i Lenght 17" -r'ij 1: TAS'112+ - %High profile concrete roof tile:+-For direct deck+or ,�. •`J .;1}3 1.tu: '.'.': ` Width'= 12 '/VA -,',y„TyPe"la'l "i battened nail-on applications?J t ', �”, °,t, �t 61 it, 37 l'. i.h.rf1 ,(TThickriess•='/z"i., :w'Class ljl';rMU.. Trim Pieces Lenght=varies TAS 112 Accessory trim,concrete roof pieces for use at ' ii, "!I!`.r E'.'°(ts lEicl31.i t,t�'.tli ri_�'h f•, :,}jy Q E 'ai: t r ih �!) ,r �, �c t.}� -. �jr ki } Width=varies f •ty; a,1 it• f ,, hips;iakes,ridges�a6d valley>tetminatiotistfx::,r varying thickness Manufactured f6r each the profile: rtJ 7 '!: 1., xi'" �} r. r,� r r '..Y;EIt[ =l'�IL1tl.>111 i .:!• i')!'!r' r:,, 3-r,t'}'.it i,i`tk(!,)i L I !a!, liiitit! i" .Ji(etk .i�+. , _..,F nl:(-/" "A`+J�J�s.�, r! !:yiv'} ,f1 E,,i (. 1-011 J i'). Ci A f.d 1.- �hT �E!�i ,i.' .�:�(S..'tr �.'r'(; t.`•., " !11 a(s�l.!.�"i`' 'lts HJ•J Y,1+:1 1111 i,.i11 ars. i` �, t ia1 itt?rCt'S�( i.9�� °u1s. .'5.1�t l� 7t,, �i,ri:' `e-((yJ� �i`t,3>' 1�• 13 ii- i� rJ.(. / (y�'`s�.@'Kil�1� A'� i.JrJ')' 'i , �37� �rl ',::.fr;.i Ti:�.! tY`Id: .`1'qq t.e r f ``x ,f`3 l,i t�'l� .r .'„a:r� .,.3, , `t [tt� `• ,f'31. `�'Jr(f:.�� , ,-`i!11• ^t, (r r'r`.:>!, 1a { ,+ `3r, 1,...i ?3`v' r,s� .w s"� i.� ",tli.' J-•{.� v{?::�tt;'iTi"'k;.t ;1'',,);f'a.l`iF}`f, .s r'ta:t)`3'-'�` .r •L .°t'` r 'l,,JJ: j- f`,' t A 1!,ij., I'a(- ,' �>I�47�O-jtfa If�'�'i c.i').,.) "i.+l , � .,}.;,J, ! '.,f 1tt r �tlti_�:'��./FA 1 w�tR'��1�``.F�1 rMJ"I% Ax` ACI-4 J i t i r3f f !f, {f �: t t' l:,i! tJ. + 1 rTi s1 nr Fii. (7!,•, ftJ' r: 1jJ;{r';i2l! t! . :JJ':,F t:J+t;�r( •J s 11 r i f r } )(J ,'•`} l(1 l}: t f''4 to ,,t.(`7 it!#,�-}r rr<.,: Z ,fCp��`'�`'1`I�,,Y''� k-will '.,rJil>i i+)�) 3.ti' i'��,a.,f 'i:'ii t•.{_li JI!' 1 a ti '�'i "3•'tf. It a F�i:.i�f,”/1:. :.:f " ; t ire jt ,3ti ,)$i.! 5i> r 4.>S �: '. S, J ij+ .,t. i k IVh1f`,2 i, "V-. 4 4-1.,1 .,'4 ! +:f k,t, 'r;',t•,x wf, , [s,at-•i,irCii;? ..t"� NOA No.17-0822.15 MAMM ADE COUNTY Expiration Date: 10/05/21 Approval Date:. 10/26/17 Page 2 of 7 2.1 EVIDENCE SUBMITTED: (A I t'l IJIQ I Test Aeencv Test Identifier .-Test Nalze/164)ort jor, i I mtffifte Lir PRI AsphalTeclffil oTlogies'ja-E, RPF--0 01,-0, 2-03 n I,I i~" ,.1-f, AS-Ti2 -"' '�"""kig,2006' 006 I Redland,Technologies,,, .,7161-03, at ,.St, ic'Uplift Testin&,fij 1tj,e,? Dec.,,199,1; I,,1, ,,, tAppepdixlH �,JAS-102& 102(A): ?�A" tv ' � JA ugt"1994 Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testifig r?'Irl, 'ell, it j,,1094:,' '-,qt Wl' -11111-d -,-,TAS!108(Nail-6n)- 411 If- I Jj Al f IM' Err,;I 1-J. I ? Redland Technologies P09647-01 Wind Tunnel Testing I I TAS 108'(Mortar'Set) • Redland Technologies, rr P0402.1 ij rnWithdrawal Resistance Testing of scre4 Sept. 14W3 E :*see: vs. smooth shank nails 700 " The Ceh1r6r"fbr'.ApplieaS-1t I;tl. 94083!=- `r Static UoliftTestifig"l- f t .O, Engineering,Inc. TAS' Oli(Adhesive'Set)' i 0• f"O'• 00:00* 00000 0 goo 4906:0 The Center for Applied 94-084 Static Uplift Testing • May L994. Engineering, Inc. TAS 101 (Mortar Set) A-1 5;-� I � l a f 1 0., 1 fj,� r . urr, A idl I 1 11, t )J 4'0 V1.1f. j jt4 i 0 0:i L The Center for Applied 25--7094-(3,6& 9),,,, Static,UiDlift Testi 1.0*ct. 1994 LF Engineering,Inc. TAS 00! The Center for Applied 15-7120-(1 &2)_ ft IP9 Nov. 1994 Static Uplift Test' ]Eiij�n-eien-ng,Inc. lana IVO Jrlerr,'TAS-102A ..' ;..Of,T LThe Center for.Applied----25-7183-(3i&-4)-- -Static-]Vp!ift Testing - ,-Feb:,-,1995 lift f 1-40-F '41(1 Engineering, TAS 01 The Ce6-t-ei,for—Applied--ir-'- Static Uplift tFs-tTesting F---,-1M--a--rc-Wi99`5-' .i Engineering,Inc y TAS 102 The Center for Applied - 25-78644 O-El' Static'Uplift Te§tihg Sep.-1996 Engineering,,Inc'. TAS 102 - - Cel6tex Corporation 6 520111-3 - f Static Uplift Te-st'ing. Dec.J 998,�vl qjii Teitidj S eirvices TAS 101 .'' CelotexlCorporation—- "nsiiia-cFUO'life'TekfiQ,Y I- March.1999. Testifig,Se*`Vvicie's' TA -1 4 e. ' S"I"O'l A V ILI "Walker --='Sep.2006 - -. 112 12/17'/154%"%O�, �A.TL-�f�oudiFlorida.� - - tR,T,12,,I.I.021-5-'1 .—TAS ei ') + 0 -ATL of SoddiFl6rida RT0706.03-.17—' S-11 69%25/17 NOA No.17-0822.15 [AMMADE COUNTY L Expiration Date:16/05/21 • Approval Date:,10/26/17 Page 3 of 7 3. LIMITATIONS: 3.1 )fire classification is not part,of.this,acceptance. ;11'10111 111 4 37, •r ass Ft .a �I' .._ ....�:... 3.2 ; For mortar or adhesive set tile applications,a static field uplift test in accordance with TAS J 06 shall be. required,refer to applicable Building Code. I 4 i 3.3 !Applicant shall retain the'seiviceslof a,Miami-Dade County Certified Laboratory to perfoiin°quarteily'test'+ in accordance with TAS 112;appendixr`A':Such testing shall!tie submitted to the Miami-Dade County ,t)')Product Control Section for review:!!,,t I t I . I a':`r+ a s ,� ,..+ ,',. 3.4 Minimum underlayment shall be in,compliance with the applicable Roofing Applications Standards listed section 4.1 herein. pp 7 l;n`t i I ; �_,. tt14 . I��~:'i �..�fi Ji t)--V 1.'.r}i..it'� ,i.� L,. ✓ 0 0 0 0 3A •39790 hot agopped underlayment applications may be installed perpendicular to the roof slope unless • lie, 111 ) hated otltervdite by the underlayment matenal manufacturers published literature. •'•••• 3.6"This-acce�'tance is`fonwood deck applicationsv Mm"it ium deck requirements shall be in'coinpliauce'with'3' •r•. : :0000:: applicable*>:i�dmg Cod"e.+�' 3.'f, AltP90d&4j listed herin shall.have,aquality,assurance audit in accordance with the Florida Building,Code, •..;.. 0:wilRule 61410-3 of the Florida Aministrative Code. „,?l ;�,,�,J.V,r 0000.. . .. .. .. 4. INSTALLATiCQQ.. u , . , • • : r 11A ,4 +'.}( tea I'll ''I "9 f��" (I, 4.4:•£ale Rogfing:Products LLC, High Profile Concrete Tile and its components shall be installed in strict ••••; cpmplia4ce Mh Roofing Application Standard RAS 118,'RAV119 andRAS 120. "` 'A 4.2.'Wta For Attachment Calculations r(-(�E "r L' J � � 2''+f � .1S►tcf� � I; �' Ir-t� f,: t;rrl ++1 J+t'.� it"+ Table 1: Average.Weight(W)and Dimensions(I x w) ►] ifi,'4 I IU 1 f't Tile Profile Weight-W(lbf), Length-I(ft) "` """Width-w(ft) High Profile Concrete Tile 1,40 1.* .1.417: -er ,;yq •qne, .1.04,'s,, r rl; Table.2: .Aerodynamic Multipliers-A(ft3 t. !_,;,�, ) Tile tf !"' A(ft3) A(ft').t:.,. Profile Batten Application Direct Deck lication High Profile Concrete Tile e Yt ; ..1,_r 1 ..0.300 ? •"` 0;277 11" Table 3: Restorin Moments due to Gravity-.M ft-Ib Tile 3":12" 47:12" ; 5":12" 6":12" Greater than} Profile 7":12" High Profile' '1-- Battens Direct Battens., -,Direct ; Battens Direct= -Battens Direct 'Battens' ' Direct' Concrete,.Tile Deck r, , Deck Deck , , it, , h Deck . ,. , , ,. !Deck 6.68 6.99 6.57 6.88 6.44 6.73 6.28 6.56 6.10 6.38 NOA No.17-0822.15 MIAMFDADE COUNTY { Expiration Date:.10/05/21 BEEN= Approval Date:`10%26117 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Nail-On Systems Tiley rr )l Yt FastenenType r .f i.lr: = Direct Decker-•I,i =.t, Direct Deck 1, , 411, 1'4 Battens Profile };,,, ,;,r}r�t 4r,-t. >1 ,.,,"i - { r(minj5/32,;plywood)-t,, .3,(min.19/32",plywodd)fl. Al High Profile 2-10d Ring Shank Nails41.2 19.4 Concrete Tile 1-10d Smooth or Screw r T 5:1 � 6.8 2.8 Shank Nail 2-10d Smooth or Screw,, 9.2 7.3 Shank Nails.=..` - ;. T°'I ., r- 1 1 #8 Screw • . x20.V, + 1' ' e -?, 20.7 ••• 1 2#8 Screw `";, ---1 43.2 11 ) H,,- --. t 43.2 .•. "•29.8" •••• • 1-10d Smooth or Screw - '"23.1"' '. ""'"- "' 23.1 . t9.0 . ... .. Shank Nail Field Clip) V-4- .00.00 00 1-10d Smooth or Screw 29:3 a►.* * 29.3 24.0 :.. .: Shank Nail Eave Clip) 'f `. ' r •••••• • 2-10d Smooth or Screw 27.6 27.6 ...... ••••8.6 •• •. Shank Nails Field Cli .. 0. . . . . ,0000_ .__ .. . . ._ .. .. 2-10d Smooth or Screw` " 38.1" '" 38.1 9.0.0 0 941.8 :• Shank Nails Eave Clip) 0000.. 2-10d Rin Shank Nails' 33.1, 48.1 •..• 5.2 ••• •; 1. Installation with a 4"the headlap and fasteners are located a min.of 2%s"from head of tile. • { Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set,S stems Tile - ; 'Tile�Application'l Minimum Attachment Profile Resistance High Profile Concrete Tile Adhesive 29.32 1 See manufactures component approval for installation requirements. 2 The Dow Chemical Company TileBond Average weight per patty 10.7 grams. ICP Adhesives Polyset®AH-160.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 High Profile Concrete Tile ICP Adhesives Polyset®AH-160 66.53 ICP Adhesives Polyset®AH-160 38.74 3 Large paddy placement of 63grams of Polyset®AH-160. 3 I r fix.i-,t it, V c � •x 4 Medium paddy placement of 24grams.of Polyset®AH-160x„, f .� ,,.,. je 14j fl, r,. , -,, r[Table 7:IAttachment Resistance,Expressed as a Moment--Mf(ft-lbf), 'v } for Mortar Set Systems "A-,6v if" 11 • TO -fl Tile Tile Attachment Profile Application Resistance High Profile Concrete Tile Mortar Sets 24.5 5 Tile-Tite Roof Tile Mortar. a f * _NOA No.17-0822.15 MIAMI•DADE C- Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 5 of 7 5. LABELING : All tiles shall,bear,the.impriWt7��ieritifiab4e marking of the nufacturee.s.name or logo (See 17 Detail Selow),-&follbwitig'statenibnt:'."Miaiiii=Diade'Cdunty Product Control Approved"A ,!3ot • 0 0 *so LORIDA (LOCATED ON UNDERSIDE OF TILE).1 A'j f7l if 0 *0 z4 001--n! r-4 twi,7100 A ec, bni"vikAxj Llol'na.1-EAGLE��-F -1)") "11111' 1% 1, (LOCATED ON FRONTSIDE OF TILE) L iIo rA 0-, High-ProflWCondretwTile LABEV,'SUMfERVILU PW4T'J'-".kidr-T r AV,in-rl;"A I .0, CQ K, T A,U ,6. BUILDING PERMIT REQuiREMtNtg: 6.1 Application for building permit shall be accompanied.by copies of the following:':''` 6.1.1 This Notice of Acceptaqce. 6.1.2 Any oth&ddciffnents requifedbyAlU or applicable 13uildfiig'Code!in'oYd6rfo&6p&ly evaluate the installation of this system. Stll_Mri 1-JJA rA.T 4L oPT I hT NOA No.1.7-0822.15 MAMMADE COUNTY Expiration Date: 10/05/21 • Approval Date:;10/26/17 Page 6 of 7 I PROFILE DRAWING i { • ••• • • • • • High Profile Concrete Tile END OF THIS ACCEPTANCE NOA No.17-0822.15 CMAMMADECOUNTY Expiration Date: 10/05/21 i Approval Date: 10/26/17 Page 7 of 7