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FR-17-437 Permit No. RF-2-17-437 `yy►ORES`! Miami Shores Village Permit Type:Roof s� 4 10050 N.E.2nd Avenue NE Work Classification:Flat "�• � Miami Shores,FL 33138-0000 Per i Permit Status:APPROVED Phone: (305)795-2204 FLORIDA Issue Date: 2/23/2017 Expiration: 08/22/2017 Project Address Parcel Number Applicant 1041 NE 93 Street 1132050150080 Miami Shores, FL Block: Lot: ELIAS EDE Owner Information Address Phone Cell ERNESTINE EDE 1041 NE 93 ST MIAMI SHORES FL 33138-2938 Contractor(s) Phone Cell Phone Valuation: $ 4,310.00 OBENOUR ROOFING SHEET METAL 1305-757-2612 Total Sq Feet: 25 Type of Work:Re Roof Available Inspections: Additional Info: REROOF REAR FLAT GAF MODIFIED ROOF Inspection Type: Classification:Residential Tin Cap Scanning:4 Final Roof Review Roof Roof in Progress Renailing Affidavit Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-2-17-63004 CCF $3.00 DBPR Fee $3.75 02/21/2017 Check#:8566 $50.00 $727.50 DCA Fee $3.75 02/23/2017 Check#:8570 $727.50 $0.00 Education Surcharge $1.00 Bond#:3317 Permit Fee-New Roof $250.00 Scanning Fee $12.00 Technology Fee $4.00 Total: $777.50 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoni Futher re, rize the above-named contractor to do the work stated. February 23, 2017 A h zed Signa ure: er / Applicant / Contractor / Agent Date Building Department Copy February 23, 2017 1 GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES _,oEc DYNATECH ENGINEERING CORP. ...1--/ WWW.DYNATECHENGINEERING.COM CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH FLORIDA BUILDING CODE TEST POTOCOL TAS- MIAMI,March 3,2017 PERMIT N . RF-2-17-4 CLIENT:OBENOUR ROOFING&SHEET METAL: 9822 NE 2"d Avenue,#9, iami Shores,FL 33138 PROPERTY ADDRESS: Repaired Area Only @ 1041 NE 93RD STREET MIAMI SHORES,FL 33138 TILE TYPE/ATTACHMENT: Spanish S Roof Tile Polyfoam Set. Inspected By:DB Testing Equipment:Humboldt Scale Model H-4620 The test results presented here reflect the condition of the roof system at the time of the test.These results are time and sample dependent since roof condition are continuously changing due to the exposure to the element and rooftop traffic Test No. Test Location Field Uplift Pull Test Test Result N/A Field See Sketch Below N/A N/A 1 Corner See Sketch Below > Than 35 LBS Passed 2 - 5 Perimeter See Sketch Below >Than 35 LBS Passed 6 Ridge caps See Sketch Below >Than 35 LBS Passed ROOF TILE UPLIFT IN ACCORDANCE WITH FLORIDA BUILDING CODE TEST PROTOCOL TAS-106 ROOFSKETCH 1A I z p 5 ` �;° t4o.39584 ® EXISTING ROOF AREAS WERE NOT PART OF ° _ i THIS INSPECTION AND WAS NOT TESTED .p.� STATE OF S �0��• ---- ------- ---------------------- 31��2�/ Wissam Naam I, P.E. 7 DYNATECH ENGINEERING CORP. Florida Reg.No. 39584 Special Inspector No. 757 Page 1 of 1 750 WEST 64TH STREET,HIALEAH,FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EMAIL:INFOODYNATECHENGINEERING.COM '(�)^ __ edera Phone 954-784-2941 4800-848-1919 8 TESTING INC. Fax 954-784-7875 250 SW 13th Ave Pompano Beach,FL 33069 fed-eng.eom Dated: Monday, February 13, 2017 Order Number 17-LAT-209 Latite Roofing &Sheet Metal Company 2280 W. Copans Road Pompano Beach, FL 33069 RE: TAS-106 Tile Uplift Test Proposed Roof: White-P 101-R-16-01136 Permit#: RF-11-16-3047 1240 NE 97th Street Miami Shores, FL 33138 In accordance with your authorization, Federal Engineering & Testing, Inc. has performed Tile Uplift Testing in compliance with Testing Application Standards TAS-106 and the Florida Building Code High Velocity Hurricane Zone on February 10, 2017 at the above referenced project. The purpose of our inspection was to determine the uplift capacity of the roof tiles for the residence at the above referenced project. The subject roof consisted of S-Shaped Concrete Tile Foam Set. The pitch of the subject roof is 4/12. Our field engineer visited the site and conducted 81 uplift tests on the roof tiles. All tests were performed according to the Florida Building Code High Velocity Hurricane Zone and protocol TAS-106 using an Intercomp Scale Model CS200. The following is a summary of results: Field Test Results Test Number Test Location Field Uplift Pull Test Test Results 1 -9 Corner See Attached Diagram 35± 5 Pounds Passed 10-49 Perimeter See Attached Diagram 35± 5 Pounds Passed 50-69 Field See Attached Diagram 35±5 Pounds Passed 70-81 Hip/ Ride I See Attached Diagram 35±5 Pounds Passed All test results were found to be in compliance with TAS-106 and the Florida Building Code The test results are limited to the tested areas. If other roof areas exhibit different conditions, it should be brought to our attention for remedial work. This uplift test is not a roof top inspection. A final roof inspection must be conducted by the building official for approval. The test results presented reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof conditions are continuously changing due to exposure to the elements. Federal Engineering & Testing, Inc. is an independent third party providing un-biased testing information and results and is not affiliated with our client nor do we have any financial interest in the project or determination of the test results. As mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. We appreciate the opportunity to be of service to you at this phase of your project. If you have any questions or comments, please give us a call. It has been a pleasure working with you and look forward to doing so again in the near future:" ` Sincerely, Keith LeBlanc, P.E. Federal Engim ering-&Testing, inc. Florida Reg. No. 59394 Certificate of Authorization#5471 a Miami-Dade County Certification#16-0203.07 MIAMFQADE 1 '® 0 Construction Material American Concrete Miami Dade Florida Department Engineering Council Institute County of Transportation r r � N 41 a•+ 14s 171 cf� c+i ze a� V bs 1' 74r 5+ St{ 77 00 7 zc• � st 5 V -11 7 ' a=0.1 (w)= 0.1(50') = 5.0' a=0.4(h)= 0.4(15') =6.0' Perimeter Dimensions = 5.0' Corner Area: 225 S.F. = 9 tests Perimeter Area: 1400 S.F. = 40 tests Field Area: 2375 S.F. = 20 tests Ridge Caps: 225 = 12 tests *All dimensions are approximate* Total Tests Performed: = 81 Test Location Sketch Federal Engineering & Testing Inc. 250 SW 13th AVE Pompano Beach, FL 33069 (954) 784-2941 Client: Latite Roofing & Sheet Metal Company Project: Proposed Roof: White-P 101-R-16-01136 Test: TAS-106 Tile Uplift Test Project Address: 1240 NE 97th Street (Test location sketch is not to scale) Miami Shores, FL 33138 LATITE ROOFING ESTABLISHED 1943 " NEW ROOF REROOF March 1, 2017 Miami Shores Village �\ Building Department 10050 Northeast 2nd Avenue Miami Shores, Florida 33136-0000 Re: Affidavit Permit No. RF-11-16-3047 Owner: Peggy White c/o Corinne White Bates Address: 1240 Northeast 97th Street Miami Shores, Florida 33138-2560 I, Connie J. Scott, do hereby affirm Latite Roofing and Sheet Metal Company installed in the roof valleys on the above permit a 13-inch wide ply of GAF Ruberoid 170 FR, a non- woven polyester mat coated with SBS polymer modified asphalt and surfaced with mineral granules, set in Tropical 2100 flashing cement over Weatherlock Specialty Self- Adhering Membrane. Connie J. Scott, lifter License No. CCC1326510 Latite Roofing and Sheet Metal Company Sworn and subscribed before me this 1st day of March, 2017 appeared Connie J. Scott, who is personally known to me or has produced as identification. ��a�uwiulln,� \SER.p04 ii��' Notary Public, State of Florida ;•��e 1s,ao •. n s o • #GG073709 ; '%ie '**** it I TJAI' I�� Corporate Headquarters 1-800-NEW-ROOF Florida Locations 2280 W.Copans Road•Pompano Beach,FL 33069 www.latite.com Ft.Myers:(239)985-0049•Sarasota:(941)308-7100 Tel:(954)772-3446•Fax:(954)335-5005 Lic#CCC1326510 Tampa:(813)316-4846 •5 ' s Miami shores Village glen Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �ORIDp' Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# R�Z— 1r7— UV DATE: S 3 INSPECTION AFFIDAVIT e'e'�� licensed as a(n)Contractor/Engineer/Architect, (Print name and circle License Type) 1—(.,ll s 1 o I-ecl O FS 468 Building Inspector License#: CW: 132zw32 On or about J54 , I did personally inspect the roof deck nailing (Date 5 time) work at I W N � i Q.�►d j (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual ( =-,— Sigwture 4 F.S) State of Florida County of Dade: The undersigned, being the first duly swom,deposes and says that he/she is the contractor for the above property mentioned. 4?". JANETTE DIAZ Sworn to and subscribed before me this 3 day of MY COMMI ION#GG0356 .' EX ES 04,2020 Notary Public, Sate of Florida at Large lt� 'General,Budding,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make such an inspection.Include photographs of each plane of the roof with permit#and address#dearly shown marked on the deck for each inspection 0-A-i—nrinM1A1rn4IN1n0 Miami Shores Village RECOVED Building Department FEB 21 2017 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 $Y: INSPECTION LINE PHONE NUMBER:(305)762-4949 FnnBC 201 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC a(OOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION SHOP r c CONTRACTOR DRAWINGS JOB ADDRESS: 104 I U' .].f' 9 3 City: Miami Shores, f County: Miami Dade Zi : 3 Folio/Parcel#:��yo w -6/--1� Is the Building Historically Designated:Yes NO Occupancy Type: Load: �Co�/n�s�truction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): y ''holder): ? I r Phone#: Address: 4 j N F 4 City: NJAW1 A&W State: Zip: 33�� Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Phone#: —.>z Address: Q �?iz OF, Q.C/ &dA_k g ` City: —State: Zip: XWn Qualifier Name: ky" Phone#: State Certification or Registration#: CM Ql it,I Mfr Certificate of Competency#00d©c+ 96— ,-/ DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition El Alteration ❑ New /� eepair/Replace IDemolition Description of Work: (� 77 A;2 U /✓,� V er,90-r- Specify color of color thru tile: S Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) londing Company's Name(if applicable) hd Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature_ Signatu /A4"tl OWNER or AGENT CONTRACTOR The foregoing instrument as acknowledged before me this The fegoing instrume as_acknowledged before Whis day of 20� ,by day of 20 ) .by J d who is personally known to tt U PN U who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUB IC: NOTARY PUBLIC: Sign: Sign: Print: Print: ✓��-( v� l "n"yl.'p CATHERINE A.DUFFIN ;i°, Ue` Notary Public-State of Florida ;otPa�P��-, CATHERINE:AFFINSeal: Seal: » � Notary Public-SFloridaMy Comm.Expires Apr 15,2017 _My Comm.Ex fire5,2017Commission#FF 8417 pOF i��p�� ,y. P Commission 17.0 Bonded Through alional otaryssn. �,FOF F o.`ll$'IsFPAS'�t►. ************ APPROVED BY r Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) O Rte_ niun SECTION 1524 HIGH VELOCITY HURRICANE ZONES-REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope.As it pertains to the section,it is the responsibility of roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations.Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor.The owner's initial in the designated space indicates that the item has been explained. 2. Renailing wood decks:When replacing roofing,the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior to removing the existing roof system). 4• 1L Exposed Ceiling: Exposed,open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance;therefore, roofing nail penetration of the underside of the decking may not be acceptable.This provides the option of maintaining the appearance. 6. �` Overflow scuppers(wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402 4403 and R4413. / i� Owner/Agent s Signatu�reD ntractor Signature Date /0 Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; rop' f 1524 HIGH VELOCIt TY HURRICANE ZONES SECTION REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope.As ftpertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing$ermit,and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimurr]requirements and standards of the industry for roofing system installations.Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designai`ed space indicates that the item has been explained. 2. _Renailing wood decks:When replacing roofing,the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403.(The roof deck is usually concealed I�rior to removing the existing roof system). r 4. lExposed Ceiling: Exposed,open beam ceilings are where the underside of the roof decking can be viewod from below.The owner may wish to maintain the architectural appearance;therefore, roofing nail I1renetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 6. SMG !Overflow scuppers(wall outlets): It is required that rainwater flows off so that the roof is not overloa6d from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if Nerflow scuppers(wall outlets)are not provided. It may be necessary to install overflow scuppers in Accordance with the requirements of Sections R4402 4403 and R4413. 7117 1, 7 Owner/Agent's Signa ure Da ntractor Signature Date /� Property Address Permit Number Revised on 7/9/2009 LD )7/01/2015; i 4 r t i 1 yp 1 HORFs I Df IlanM Shores Village Bill egoism Building Department 10050 N.E.2nd Avenue `7;;f Ite o.` Miami Shores, Florida 33138 tOR1Dp' Tet: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTIJN ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FDR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURE > PERSUANT TO SECTION 553.844 F.S. d To: Miami Shores Village Building Department t Date: *� 10050 NE 2nd Ave Miami Shores, FI 33138 I Re: Owner's Name: � Property Address: Roofing Permit Number: Dear Building Official: I Cr' M it, certify that I am not required to retrofit the roof to wall connections of my buildin because: he just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building "ode (FSC)or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn,deposes and says that he/she its the ownenf r the above property mentioned, Sworn to and subscribed before me this day of I" IIp &N Notary Public State of Florida Sandra Dee Hart I� Commission FF 010644 OMP ao� Expires 04/21/2017 Notary Public, Sate of Florida at Large I When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00,and tf a building was not constructed with FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Humca-e Mitigation. Revised on 512112009 1 i 1 ROOF ASSEMBLIES AND ROOF.rOP STRUCTURES SECTION 1525 1 HIGH-VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION 1 1 Florida Building Code 5th Edition (2014) High-Velocity Hurricane Zone Uniform Permit Application Form 1 1 1 INSTRUCTION PAGE 1 1 COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT 1 APPLICATION DORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof Sy tem Required Sections of the Attachments Required Permit Application Form See List Below Low 51Applic<tio ope n A,B,C 1,2,3,4,5,6,7 1 Prescriptive BUR-,�AS 150 A,B,C 4,5,6,7 1 Asphaltic Shingles! A,B,D 1 1,2,4,5,6,7 Concrete or Clay 4ile D A,B, ,E 1 1,2,3,4,5,6,7 Metal Roofs A,B,D 1 1,2,3,4,5 6,7 1 Wood Shingles an'lj Shakes A,B,D 112,4,5,6,7 1 Other As Applicable 1,2,3,4,5,6,7 1 = I ATTACHMENTS REQUIRED: 1. Fre Directory Ctsting Page 1 2. F,-om Product Approval: 1 I=ront Page 1 53pecific System Description 1 3pecificSystem Limitations General Limitations 1. tlpplicable Detail Drawings { 3. D'sign Calculations per Chapter 16,or if applicable,RAS 127 or RAS 128 1 4. O her Component of Product Approval 5. M FJnicipal Permit Application 6. O+vners Notification for Roofing Considerations(Reroofing Only) 1 7. Any Required Roof Testing/Calculation Documentation I 1 15.36 ilk Y.111 I ra j=opyright to,or licensed by,ICC(ALL RIGI4TS RESEERVIEED);Baecc accessed by 1COurr Palacio an Jun 8,02 15 10: :12 AM pursuant(2014) to License Agreement.No further reproductions authorized. 4 5 • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1525 1 HIGH-VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION 1 1 Florida Building Code 5th Edition(2014) 1 High-Velocity Hurricane Zone Uniform Permit Application Form 1 ! INSTRUCTION PAGE 1 1 COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT 1 APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: 1 Roof System Required Sections of the Attachments Required 1 Permit Application Form See List Below 1 Low Slope Application A,B,C 1,2,3,4,5,6,7 1 Prescriptive BUR-RAS 150 A,B,C 4,5,6,7 1 Asphaltic Shingles A,B,D 1,2,4,5,6,7 ! Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 1 Metal Roofs A,B,D 1,2,3,4,5,6,7 iWood Shingles and Shakes A,B,D 1,2,4,5,6,7 ! Other As Applicable 1,2,3,4,5,6,7 1 1 ATTACHMENTS REQUIRED: 1. Fire Directory t1stiAg Page 1 2. From Product Approval: 1 Front Page 1 Specific System Description Specific System Limitations 1 General Limitations 1 Applicable Detail Drawings 3. Design Calculations per Chapter 16,or if applicable,RAS 127 or RAS 128 1 4. Other Component of Product Approval 1 5. Municipal Permit Application 1 6. Owners Notification for Roofing Considerations(Reroofing Only) 1 7. Any Required Roof Testing/Calculation Documentation 1 15.36 FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Eliezer Palacio on Jun 8,2015 10:32:12 AM pursuant to License Agreement.No further reproductions authorized. 0kc-RF`S y << Miami Shores Village move Building Department 10050 N.E.2nd Avenue oRmp Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date:- 7 10050 NE 2nd Ave Miami Shores, A 33138 w_ Re: Owner's Name: Property Address: 104L Roofing Permit Number: Dear Building Official: I t�ril . rd certify that I am not required to retrofit the roof to wall connections of my buildii because: The just valuation for the structure forur ose of ad valorem taxation is les p p s than $300,000.00. Please attach proof of ad valorem taxation. ❑The building was constructed in compliance with the provisions of the Florida Building Code(FBC) or with the provisions of 1994 edition of the South Florida Building Code(1994 SFBC) Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this 1-7 day of I" 2 L�p °4 Notary Public State of Florida Sandra Dee Hart MY Commission FF 010644 Notary Public, Sate of Florida at Large ora Expires 04/21/2017 • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00,and the budding was not constructed with FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 2/17/2017 Property Search Application-Miami-Dade County a 4_�_ _' PROPERTY Summary Report Generated On:2/17/2017 Property Information Folio: 11-3205-015-0080 1041 NE 93 ST Property Address: Miami Shores,FL 33138-2938 Owner ELIAS N EDE&W ERNESTINE - Mailing Address 1041 NE 93 ST MIAMI SHORES,FL 33138-2938 Primary Zone 1400 SGL FAMILY-3001-3250 SQ 1 k Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds/Baths/Half 3/3/0 Floors 1 w Living Units 1 Actual Area 3,157 Sq.Ft %. Living Area 2,209 Sq.Ft trxr 2 Adjusted Area 2,592 Sq.Ft Lot Size 12,430 Sq.Ft Taxable Value Information Year Built 1953 2016 2015 2014 County Assessment Information Exemption Value 1 $100,000 $100,000 $100,000 Year 2016 2015 2014 Taxable Value 1 $109,632 $108,175 $106,523 Land Value $416,809 $378,916 $335,905 School Board Building Value $182,018 $182,152 $177,573 Exemption Value $25,000 $25,000 $25,000 XF Value $19,254 $13,839 $13,839 Taxable Value $184,632 $183,175 $181,523 Market Value $618,081 $574,907 $527,317 City Assessed Value $209,632 F $208,175 $206,523 Exemption Value $50,000 $50,000 $50,000 Benefits Information Taxable Value $159,632 $158,175 $156,523 Regional Benefit Type 2016 2015 2014 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment $408,449 $366,732 $320,794 Taxable Value $159,632 $158,175 $156,523 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption $25,0001 $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description Senior Homestead Exemption J $50,000 $50,000 $50,000 Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Board,City,Regional). Short Legal Description 55342 BELVIDERE PARK PB 16-71 LOTS 13&14&W1 OFT OF LOT 15 BLK 2 LOT SIZE IRREGULAR The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: ROOF ASSEMBLIES AND ROOFTOP STRUCTURES ' G fida ilding Code 5th Edition (2014) 0]PSecT:* n iZone UniformPermit Application Form.A(General Information) 1 Master Permit No. Process No. 1 1 Contractor's Name 6 JEWO d� ,eo-o Job Address 1 ROOF CATEGORY 1 1 Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles 1 ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes 1 ❑ Prescriptive BUR-RAS 150 1 ROOF TYPE 1 ❑ New roof ❑ Repair ❑ Maintenance Reroofing ❑ Recovering 1 ROOF SYSTEM INFORMATION •• 1 Low Slope Roof Area(SF) b" Steep Sloped Roof AREA(SSF) Total (SF)•�ti •• 1 •••••• . .. •.•••• Section B(Roof Plan) •••••• ;•• •• Sketch Roof Plan: Illustrate all levels and sections, roof drains,scuppers, overflow scuppers and overflow drains.Include dimen- J sions of sections and levels,clearly identify dimensions of elevated pressure zones and location bf 444ets. ;...;. '•••• ' 1 I i • • Lu l I p Lj > < N 1 fu I I- - i I- --- -- — V i -- - 1 uaW ; FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) 15.37 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES .. 1b Florida Building Code 5th Edition(2014) - 1 High-Velocity Hurricane Zone Uniform Permit Application Form. 1 1 1 Section C (Low Slope Application) Top Pl,�tener/ din M erri 1 Fill in specific roof assembly components and identify I1 1 manufacturer Surfacing: 1 (If a component is not used, identify as"NA") Fastener Spacing for Anchor/Base Sheet Attachment: 1 System Manufacturer: Field: 7 "oc @ Lap, #Rows @ oc 1 1 Product Approval No.: ��Q 0 y Perimeter: C n oc @ Lap,#Rows tC @ 4, "oc 1 1 � 1 1 Design Wind Pressures, From RAS 128 or Calculations: Corner: n oc @Lap,#Rows @ .0c 1 P1. r �� p P2. 74 7 P3,r�y8. 0 Number of Fasteners Pe"ulation Board: ; 1 Field Perimeter Corner 1 Max. Design Pressure,from the sp�ific product 1 approval system: —� ?,ter Illustrate Components Noted and Details as Applicable: 1 1 Deck: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, 1 1 Continuous Cleat, Cant Strip, Base Flashing,Coj"grflashing, 1 Type: (,tJO d CY Coping, Etc. 0 •0000• 000100 Indicate: Mean Roof Height, Pa%Wl Height,klpig4t of Base • 1 Gauge/Thickness: 3�� Flashing, Component Material, ClWWjW Thic*eSg.Fasten@L•1;• 1 / V/1 Type, Fastener Spacing or Subrg4 gWfacturers petails that i • 1 Sfope: Comply with RAS 111 and Chaptef.14 .. . ;•• •; 1 Anchor/Base Sheet&No.of PI s :&,4D^e of- el •••• •• ••:is. 1 Anchor/Base heet Fasten /Bonding Mat l- •••••• �• Insulation Base Layer: , .l' • i • I••• Vs 1 • 1 T T /, Parapet 1 Base Insulation Size and Thicknesyoy T I Height 1 1 Base Insulation F tener/ ondin Material: l� .�•5 �t � 1 Top Insulation Layer: 1r,✓Od � r 1 1 Top Insulation Size and Thickness: Mean �1 Roof f'p 1 1 Top Insulation Fastener/Bonding Material: �¢q,y¢�d-� �(Q�! Height 1 Base Sheet(s)&No. of 1 1 Base Sheet Fastener/Bonding Material: 1 �y p/y�•Dac/ �e�✓ /l o�c i � � 1 Ply Sheet(s)&No.of Ply(s): 24e-rd.,C( 1 1 1 Ply Sheet Fastener/ onding aterial• j 1 Top Ply: 744wof yi 1 - 1 15.38 FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) RQOF,ASS�MBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) 1 High-Velocity Hurricane Zone Uniform Permit Application orm. 1 Section E (Tile Calculations) T- 116.14 7 1 For Moment based the systems,choose either Method 1.or 2.Compare the values for Mr with the values from M,. If the M,values are greater than or equal to the Mr values,for each area of the roof,then the tile attachment method is acceptable. 1 1 Method 1 "Moment Based Tile Calculations Per RAS 127" 1 (P1,7�• x �= I )-Mg;S,d'L =Mr �r1 Product Approval M, /�r (P2: x� X97��Mg: =M 0 roduct Approval M, 1 (P3/��,.�1*,P)-Mg:• kA M ' rG+ Product Approval M,G� 1 Method 2"Simplified Tile Calculations Per Table Below" 1 Required Moment of Resistance(Mr) From Table Below Product Approval M, 1 Mr required Moment Resistance" 1 Mean Roof Height Roof Slope 15' 20' 25' 30' 40' 1 2:12 34.4 36.5 38.2 39.7 42.2 1 3:12 32.2 34.4 36.0 37.4 39.8 004 000 1 4:12 30.4 32.2 33.8 35.1 37.3 •• ••'• 1 5:12 28.4 30.1 31.6 32.8 . ....34.9 4..6 ••••�• 1 6:12 26.4 28.0 29.4 30.5 •1,•••vB2.4 e 0000.. 1 7:12 24.4 25.9 27.1 28.2 0e•e30.0 . • Must be used in conjunction with a list of moment based tile systems endorsed by the Broward*Cevni� Board of Rules alad 0.. Appeals. 0000* .00000 0000.. 1 For Uplift based tile systems use Method 3. Compared the values for F with the values for Fr. If the:PlaMses are greater than or •. equal to the Fr values,for each area of the roof,then the tile attachment method is acceptable. •••••• 0000.. Method 3"Uplift Based Tile Calculations Per RAS 127" e• •••e • 1 (P1: x L = x w:_ )-W: x cos 0 =Fr, Product Approval F' •• 1 (P2: x L = x w:_ )-W: x cos 0 =Fr2 Product Approval F' 1 (P3: x L = x w:_ )-W: x cos 0 =Fr Product Approval F' 1 1 Where to Obtain Information 1 Description Symbol Where to find 1 RAS 127 Table 1 or by an engineering analysis pre- 1 Design Pressure P1 or P2 or P3 pared by PE based on ASCE 7 1 Mean Roof Height H Job Site 1 Roof Slope 0 Job Site 1 Aerodynamic Multiplier x Product Approval 1 Restoring Moment due to Gravity M9 Product Approval 1 Attachment Resistance M, Product Approval 1 Required Moment Resistance M9 Calculated 1 Minimum Attachment Resistance F' Product Approval 1 Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval 1 Tile Dimensions L =length W=width Product Approval 1 All calculations must be submitted to the building official at the time of permit application. 1 15.40 FLORIDA BUILDING CODE-BUILDING,5th EDITION(2014) } MIAMbDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy GAF 1 Campus Drive Parsippany,NJ 07054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade•• County Product Control Section that this product or material fails to meet the require=neUt of the •••• ••••;• applicable building code. •0 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. •••. ;•• •• • 0000 DESCRIPTION: GAF Ruberoid®Modified Bitumen Roof System for Wood Deew..•; .•0•.. ..... • .. .. . 0000.. LABELING: Each unit shall bear a permanent label with the manufacturer's name er kW city, state and following statement: "Miami-Dade County Product Control Approved",unless dtherwlte not:J• 000;• •••••• herein. 000 0 0 0 0 0; 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 renews and revises NOA No. 14-0611.01 and consists of pages 1 through 30. The submitted documentation was reviewed by Jorge L. Acebo. .�- J NOA No.: 14-1030.02 MIAMM7ADECOUNTY Expiration Date: 11/06/18 • Approval Date: 11/05/15 Page 1 of 30 • s APPROVED ASSEMBLIES Membrane Type: SBS Deck Type 1I: Wood,Insulated Deck Description: 19/32"or greater plywood or wood plank System Type A(1): Anchor sheet mechanically fastened,all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. Fire Barrier: FireOut'Fire Barrier Coating,VersaShield®Fire-Resistant Roof Deck Protection (optional) or Securock®Gypsum-Fiber Roof Board. Anchor sheet: GAFGLAS®#80 Ultima"''Base Sheet,GAFGLAS®Stratavent®Eliminator' Nailable Venting Base Sheet,Ruberoid®20,Ruberoid®SBS Heat-Weld"Smooth or Ruberoid®SBS Heat-Weld'25 base sheet mechanically fastened to deck as described below. Fastening GAFGLAS®Ply 4,GAFGLAS®FlexPlyT"6,GAFGLAS®#75 Base Sheet or any Options: of above anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9"o.c.at the lap staggered and in two rows• 12" o.c. in the field. *see •••••• (Maximum Design Pressure—45 psf.See General Limitation • . . .. ... . .. 9999.. GAFGLAS®Ply 4,GAFGLAS®F1exPlyT"6,GAFGLAS®#75011a 'Sheet or any ••• of above anchor sheets attached to deck with Drill-Tee'#12 F.AtMa,Dri4l%cr. • #14 Fastener or Drill-Tec'XHD Fastener and Drill-TecT"3"Steef Plate,ifrill 9669.9 9999. Tee'AccuTrac®Flat Plate or Drill-Tec'AccuTrac®Recesse4X44telinstaljec�4 9999.. o.c. in 3 rows. One row is in the 2"side lap. The other rows are*QW11y spaced •• approximately 12"o.c. in the field of the sheet. : • : 999 000". 9 .. (Maximum Design Pressure—45 psf. See General Limitation;#71•• •0 0• .. . ... 9 GAFGLAS®FlexPly'6,GAFGLAS'#75 Base Sheet or any of above anchor'.: sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4"lap staggered and in two rows 9"o.c. in the field. (Maximum Design Pressure—52.5 psf.See General Limitation#7) GAFGLAS®#80 UltimaT Base Sheet,Ruberoid®20,Ruberoid®Mop Smooth base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4"lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure—60 psf.See General Limitation#7) GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with Drill-TecT"#12 Fastener,Drill-Tec'#14 Fastener or Drill-Tec'"XHD Fastener and Drill-Tec' 3"Steel Plate,Drill-Tec'AccuTrac®Flat Plate or Drill-TecT" AccuTrac®Recessed Plate installed 12"o.c. in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c.in the field of the sheet. (Maximum Design Pressure—60 psf. See General Limitation#7) NOA No.: 14-1030.02 MIAMMADE COUNTY Expiration Date: 11/06/18 • Approval Date: 11/05/15 Page 8 of 30 Fastening Any of above anchor sheets attached to deck approved annular ring shank nails Options: and 3"inverted Drill-Tec'insulation plates at a fastener spacing of 9" o.c. at the (Continued) 4"lap staggered in two rows 9" in the field. (Maximum Design Pressure—60 psf.See General Limitation#7) GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec"#12 Fastener,Drill-Tec'#14 Fastener or Drill-Tec'XHD Fastener and Drill-Tec'3"Steel Plate,Drill-Tec'AccuTrac®Flat Plate or Drill-Tec" AccuTrac®Recessed Plate installed 8"o.c. in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure—75 psf. See General Limitation#7) One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft' EnergyGuard''Polyiso Insulation,EnergyGuardT'Polyiso RA Insulation, EnergyGuard'M Polyiso RN Insulation,EnergyGuard'RA Composite Polyiso Insulation Minimum-l"thick N/A N/A Structodek®High Density Fiber Board,EnergyGuard'M Perlite Recover Board Minimum%"thick N/A N/A.. Y . . .... ...... EnergyGuardT"Perlite Roof Insulation • • Minimum 1/4"thick N/A ...... 31A,.• •,••;, Note: All insulation shall be adhered to the anchor sheet in full mopping of apprpyg#i hot ajohalt ••••: within the EVT range and at a rate of 20-40 lbs./100 W. Please refer to Roofing*A44icatio4 •„• .....• Standard RAS 117 for insulation attachment. Insulation listed as base layer oni5olhali be used ..:..' only as base layers with a second layer of approved top layer insulation installed*s•hie final• ••• •••••• membrane substrate. Composite insulation panels may be used as a top layer FIRM yvith the • •, polyisocyanu rate side facing down. GAF requires either a ply of GAFGLAS®Aratavene :...:. Eliminator'"Perforated Venting Base Sheet laid dry or a layer of EnergyGuar&'-jki jite RjUt •••• Insulation or wood fiber overlay board on all polyisocyanurate applications. •„ Base Sheet: (Optional)Install one ply of GAFGLAS®#75 Base Sheet,GAFGLAS®#80 Ultima''Base Sheet,GAFGLAS®Ply 4,GAFGLAS FlexPly'M 6,GAFGLAS® Stratavent®EliminatoriPerforated Venting Base Sheet(laid dry), Ruberoid®Mop Smooth,Ruberoid®20, Ruberoid®SBS Heat-Weld" Smooth or Ruberoid®SBS Heat-Weld'25 directly.over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 2040 lbs./sq. (See General Limitation#4). Ply Sheet: (Optional)One or more plies GAFGLAS®Ply 4,GAFGLAS®F1exPly''6, GAFGLAS®#80 Ultima Base Sheet,Ruberoid®Mop Smooth,Ruberoid®20 adhered in a full mopping of approved asphalt applied within the EVT range and at,a rate of 2040 lbs./sq. Membrane: One or more plies of Ruberoid®20,Ruberoid®30,Ruberoid®EnergyCap14 30 FR SBS Membrane,Ruberoid®30 FR,Ruberoid®Mop Smooth,Ruberoid®Mop 170 FR,Ruberoid®Mop Granule,RoofMatch'M SBS Modified Granular,Ruberoid® Mop Plus,Ruberoid®Mop FR or Ruberoid®Dual FR fully adhered in an approved asphalt at an application rate of 25 lb./sq.f 15%. NOA No.: 14-1030.02 QM[AR�DADEC00UNW Expiration Date: 11/06/18 �UUMSApproval Date: 11/05/15 Page 9 of 30 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. GAFGLAS®Mineral Surfaced Cap Sheet,Tri-Ply®Mineral Surfaced Cap Sheet or GAFGLAS®EnergyCap"BUR 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. 3. Topcoat®Membrane,Topcoat®MB Plus(to be used as a primer with Topcoat® Membrane)or Topcoat®Surface Seal SB applied at 1 to 1.5 gal./sq. Maximum Design Pressure: See Fastening Options . . ...... . .. ...... .... . .. ..... ...... . . ..... .. .. . ...... . . . . ...... NOA No.: 14-1030.02 MIAWDADE COUNTY Expiration Date: 11/06/18 FlUMIX141i Approval Date: 11/05/15 Page 10 of 30 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS®Ply 4 and GAFGLAS®F1exP1yTm 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum'/4"DensDeck®Roof Board or 1/2"Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LMTATIONS: 1. Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of • approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.,or mechanical •• •• ••• attached using the fastening pattern of the top layer • .. . .. 3. All standard panel sizes are acceptable for mechanical attachment. When appliodinapproved ....:. asphalt,panel size shall be 4'x 4'maximum. 0.0.66 • 0000.. 4. An overlay and/or recovery board insulation panel is required on all applications.beef glosed:NI•. • foam insulations when the base sheet is fully mopped.If no recovery board is useTthe base sheet' ••:'•. .�.. . . 00.00 shall be applied using spot mopping with approved asphalt, 12"diameter circlesi. 4�P,c.;or•�strip•• • mopped 8"ribbons in three rows,one at each side lap and one down the center gf•tj s.heet allo'Ning .• a continuous area of ventilation. Encircling of the strips is not acceptable. A 6':brdal4shall be . 0000.. placed every 12'in each ribbon to allow cross ventilation. Asphalt application o f eit r system shall •• • be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited td a makMyup • 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 lbf. 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 Engineer,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 limitation 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 comers).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended comers 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 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 14-1030.02 MIAMI-DAD e COUNTY Expiration Date: 11/06/18 • • Approval Date: 11/05/15 Page 30 of 30 9/9/2015 TGFU.R14153-Roofing Systems ,w u11IaT CERTIFICATIONS DIRECTORY TGFU.R14153 Roofing Systems Pae Bottom Roofing Systems See General Information for Roofino Systems R14153 GAF 1 CAMPUS DR •••• PARSIPPANY, W 07054 USA • • •....• ...... Ruberoid0 20" or"Ruberoid@ 20 HT" or"Ruberoid® Modified Base Sheet" may be utilized as an altemat�to 1%ge`Gj base s eetsi any of the following Classifications. ...... • •• • • • 1/2-in. thick(minimum) gypsum board or 1/4-in. thick(minimum) Georgia-Pacific Gypsum LLC"DensDel:k@ ReAsa di"this is done, the ;O•• Roofboard" or"DensDeck DuraGuardT" Roofboard" may be used in any existing noncombustible deck Class;ificatipp. resulting roofing system is acceptable for use over combustible (15D 2-in. ki Prime® Roof boarck minimum) roof d" ork°Den iDec DuhraGbuard�"hoobbard Yere tq••• board and Georgia-Pacific Gypsum LLC"DensDeckO Roof board," ced b I tfie 66069 offset a minimum of 6-in. with the butt joints in the roof deck. If polystyrene is part of the roof system, i muni'bs o Q Qua a, 000000••••• overtayment board. ••••uin LLC "DensDeck 0 Plies of"GAFGLAS® Ply 4" or"Tri-Ply® Ply 4" or"Tri-Ply@ Ply 6" may be adhered to Georgia-P<icifi Gyps • • :0-0-:•••-• Multiple pasphalt. . , a . . Roofboard," "DensDeck Prime® Roofboard" or DensDeck DuraGuardm Roofboard" in hot roofing • 00" • •••••• •••••• "EnergyGuardT" Ultra" is an acceptable alternate to "EnergyGuardT" RF" in any applicable Classification. s •• • ••• • • • "GAF Stratavent® EliminatorT" Venting Base Sheet (Nailable)" may be mechanically attached or hot maril ped over noncom bustibld'decks and as a recover over existing roof systems. GAFGLAS® Pertite Insulation" may be utilized as a cover board over"EnergyGuardT" RF" insulation in)ty of the following systems. t or �• Unless otherwise indicated, the roof insulati�tneifomechanically ow ng IClassi Classifications aEnergyGuard with hot "PEPS Insuing lt onUL Classified urethane insulation adhesive. Polystyrene referenced in any of I Unless otherwise indicated, all insulations may be ldche ed with any UL bile Roo sifiefDeckl ation Class f cat ons.Adhesive pets the manufacturer s installation instructions(excluding LRF Adhesive O) in any app References to glass fiber insulation include "EnergyGuard Fiberglass Insulation"• livable Classification. "EnergyGuardT"Tapered" is an acceptable alternate to"EnergyGuardTM" in any app ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT "GAFGLASO #80 1 Type G2 asphalt glass mat base sheet("GAFGLAS® #75 Base SheeAS®"Ply 4'I o@r'Tri5 B s Ply 4't oa''GAFGLASO y 6") in the Class A, B suitable alternate for Type G1 asphalt glass fiber ply or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet"GAF itrataventb Eo se a id o Venting Base Sheet(Perforated)" or"GAF Stratavenat® limllts are to Venting be me Base Shy attached granule side downerforatase sheets to be loose laid or fully adhered with hot roofing asphalt and nailable b o ULTIMA" As an option Type G2 asphalt glass mat base sheet("GAFGLASO *75 Base Sheet" Sheet(Nailab e) may be substituted for Type 1 asps alt glass fiberplysheets"GAFGLAS@) or"GAF "Tri- ly@ P Elimin "GAtorm Venting as the nailed base ply in the following systems. Ply 4" Or"Tri-Ply® Ply 4. or"GAFGLAS� PIY 6') Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS® Flashing" or"Ruberoid0" may be used for flashing in any of the Class A, B or C systems,listed below. When" rlite" is referenced, this includes"GAFTEMP PERMALITEO" or any other UL Classified perlite insulation. ` pe Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. structural cement fiber building units are considered suitable to be included as a deck in the followingsClass A, B or C systems listed over C- 15/32 or NC. The use of gypsum board under any of he following Class insulation ore systems does not thick roof(decks.t the rating.The use of'/z-in. minimum thick gypsum board is an acceptable alt �• eriite/rosin The use of polystyrene insulation board between minimum 3A-in. thick periite board and deck with ro�g paper C systems. paper/polystyrene/perlite) is a suitable alternate for polyisocyanurate board in the following Class A, oofing+Systems&objid=1083885807&cf... 1/49 a ..,i, i_n rVM/template/USEXT/IFRAM E/showpage.htrnl?name=TGFU.R14153&ccnshortbtIe-�� wwzuia TGFU.R14153-Roofing Systems 2. Deck: C-15/32 Incline: 2 Insulation(Optional):— One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or peri ite/polyisocya nu rate composite or periite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet:—Three or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply® Ply 4" or"GAFGLAS@ Ply 6". Surfacing:— Grundy Industries "al MB Aluminum Roof Coating" applied at 11/2-gal/100-ft2. — 3. Deck: C-15/32 Incline: Unlimited Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanur-ate composite or peri ite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet:—Three or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply® Ply 4" or"GAFGLAS@ Ply 6". Surfacing:— "Weather Coat Emulsion" applied at 3-gal/100-ft2. OTHER SYSTEMS Class-A 1. Deck: C-15/32 Incline: Unlimited Slip Sheet(Fire Barrier):— One or more layers"VersaShield Solo Fire Resistant Slipsheet" mechanically attachga.••• Shingles or Panels:—Any UL Listed or Classified shingles, panels, or standing seam steel, aluminum, orcopper instdied in a matin ry recommended by the installation instructions provided with the roofing by the manufacturer. •• • •• • • 2. Deck: NC Incline: 1/2 '•"•• • '• •••••• • 6666•• • • • 6666•• Coating:— "TOPCOAT@ Surface Seal SB", applied at a rate of 1-gal. to 1-1/2-gal./100-ft2. ,666'6 ;•. •. • • Surfacing:— Minimum 1/2-in. thick exterior grade ceramic plaza deck walking tile, adhered in thin-9Vt%td groutEd p911the 09:006 manufacturer's installation instructions (Not UL Classified). 6666.. . % 6666. • • 6666•• •• • 6666•• SINGLE PLY MEMBRANE ROOFING SYSTEMS(MODIFIED BITUMENi • 6666••• • • • • • • Unless otherwise indicated phenolic insulation may be used in any of the following systems. • ' 66066 "•"' Unless otherwise indicated any of the following Single Ply Membrane Systems may utilize multiple layers of6Ruberord@ Membrane. :6660: "GAF Premium Aluminum Roof Coating" may be used on any of the following Classifications with inclines not exceeding 1/2-in.•6• "GAF Weater Coat Emulsion" may be used on any of the following noncombustible Classifications with inclines not exceeding 1/2-in. Ruberoid@ Modified Bitumen Adhesive" or Monsey Corp. "MBA Gold" or Karnak"No. 81" adhesives may be used in any of the following noncombustible deck Classifications. "GAFGLAS@ #80 Premium Base Sheet" may be used in any of the following systems. (Optional) Noncombustible deck classifications are applicable for use over combustible(15/32-in. minimum plywood) decks when 1/2-in. (minimum) gypsum board or 1/4-in. (minimum) Georgia-Pacific Gypsum LLC"DensDeck @ Roofboard," "DensDeck Prime@ Roofboard" or "DensDeck DuraGuard'" Roofboard" are used directly over the deck with all joints staggered 6-in. (minimum) from plywood joints. - A vapor barrier may be optionally installed under all systems utilizing any"EnergyrGuard@" type insulation. "GAFGLAS@ Periite" may be used as an option over any "EnergyGuardT"" type insulation. "GAFGLAS@ Stratavent Perforated Base Sheet "may be utilized as an additional ply in any of the following systems. The following membranes may be used interchangeably within their own group: A. "Ruberoid@ Torch Granule" or"Ruberoid@ Torch Granule Plus" or"Ruberoid@ Torch Granule 1" or"Ruberoid@ Torch 180" or "ROOFMatchr" APP Modified Granular" or"Tri-Ply@ TP-4G". B. "Ruberoid@ Mop Smooth" or"Ruberoid@ SBS Heat Weld Smooth" or"Ruberoid@ 601 Cap Plus" or"Ruberoid@ 30". C. "Ruberoid@ Mop Granule" or"Flex PRF" or"Ruberoid@ Mop Plus Granule" or"Ruberoid@ SBS Heat Weld Granule" or "Ruberoid@ SBS Heat Weld Plus" or"ROOFMatch'" SBS Modified Granular" or"Tri-Ply@ SBS Modified Bitumen Membrane". D. "Ruberoid@ Mop 170 FR" or"Ruberoid@ Dual FR". E. "Ruberoid@ 30 FR" or"Ruberoid@ 30 FR HT" or"Ruberoid@ EnergyCapTM SBS 30 FR". F. "Ruberoid@ 20" or"Ruberoid@ 20 HT' or"Ruberoid@ SBS Heat Weld 25." G. "Ruberoid@ SBS Heat Weld 170 FR", "Ruberoid@ EnergyCapTM SBS Heat Weld Plus FR" or"Ruberoid@ SBS Heat Weld Plus FR". H. "Ruberoid@ Torch Smooth" or"Tri-Ply@ TP-4". I. "Ruberoid@ Mop Smooth" or"Ruberoid@ 20" or"Ruberoid@ 20 HT" or"Ruberoid@ Dual Smooth". 1. "Ruberoid@ Mop Smooth" or"Ruberoid@ Mop Smooth 1.5". Unless otherwise indicated, the Modified Bitumen (Granule) membrane may be surfaced with "TOPCOAT@ Fireshield MB" at 21/2 to 3.0-gal/100- ft2, and the incline of the resultant system would be increased to a 3/4-in. incline. But if the incline of the Classified system is greater than a 3/4-in. incline, the incline of the roofing system would be maintained when surfaced with "TOPCOAT@ Fireshield MB" at 21h to 3.0-gal/100-ft2. Unless otherwise indicated"Ruberoid@ EnergyCapTM SBS 30 FR" is an acceptable alternate for"Ruberoid@ 30 FR" or"Ruberoid@ 30 FR HT' or httpl/database.U.com/cgi-binOM/templateAJSEXT/1FRAMEtshowpage.html?name=TGFU.R14153&ccnshortb le=Roofing+Systems&objid=1083885807&cf... 7/49 9/9/2015 TGFU.R14153-Roofing Systems ° 1 "Ruberoid@ Mop`170 FR" or"Ruberoid@ Dual FR" in any applicable Classification. Class A-Ballasted 1. Deck: C-15/32 Incline: 1/4(NC-2) Insulation:— Perlite, glass fiber or wood fiber, 3/4 to 11/2-in. or minimum 11/2-in. thick"ThermaC IO" or"ThermaCalO 1" and "ThermaCalO 2". J Membrane:— "Ruberoid@ Torch Granule 1" (modified bitumen). Surfacing:— Gravel at 400-lbs/100-ft2, loose laid or concrete blocks, at 10-lbs/f:2 and spaced n( 2. more than 1/8-in. 2. Deck: NC Incline: 3 Insulation(Optional):— Perlite, glass fiber or wood fiber, 3/4 to 11/2-in. or minimum 11/2-in. this k "ThermaCal®" or"ThermaCal® 1" and "ThermaCalO 2". Base Sheet(Optional):—Type 15 asphalt organic felt or Type G2. Membrane:— "Ruberoid@ Torch Granule 1" (modified bitumen). Surfacing:— Gravel. i i 3. Deck: C-15/32 Incline: 1/4 •••• Insulation(Optional):— Perlite, glass fiber or wood fiber, any thickness or minimum 11k-in. tY ick'A"Cal® or"Th ermaCaS 6• and"ThermaCal®2". • • • • 4444• 4.444. • .• •• Membrane:— "Ruberoid@ Torch Granule 1' (modified bitumen). • •••• • • • Slip Sheet:— 0.004-in. thick polyethylene (not UL Classified). •••••• Surfacing:— 3A-in. thick concrete with one layer of No. 10 Summerville Quarry tile (or equival ;,t) cpmAe d in plasec• •• • 4444 • •. 4444• 4. Deck: NC Incline: 2 49.06• • • 4444• 06 Insulation(Optional):— Perlite, glass fiber or wood fiber, any thickness or minimum 11/2-in. thick �TrgnaCal®:or"ThermaCal®'P:' and "ThermaCalO 2". • • • 6 •4.6•• Membrane:— "Ruberoid@ Torch Granule 1" (modified bitumen)b/100-ftZ or concrete pavers wc°ighing go1.less than 10-Ib/1-ft2 . •••9•• Surfacing:—3/4 to 11/2-in. diameter river bottom,stone at 1000 I �j��•4; spaced not more than 1/8 in. • • Class A-Fully Adhered 1. Deck: NC Incline: 1/2 Insulation(Optional):— One or more layers pedite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or periite/urethane composite or wood fiber/polyisocyanurate"composite or phenolic, any thickness. Base Sheet(Optional):— One or more plies Type G1 or Type G2 or Type G3. i Membrane:— One or more plies"Ruberoid@ Torch@" (Smooth or Granule) or"Ruberoid@ Tor,.h Granule Plus" or"Ruberoid@ Mop" (Smooth or Granule) or"Ruberoid@ Mop Plus Granule" (granule). Surfacing:— Gravel, 400-lbs/100-ft2, loose laid or applied in a flood coat of hot roofing asphalt. 2. Deck: NC Incline: 1/2 Base Sheet(Optional):— One or more plies Type G1 or Type G2 or Type G3 Membrane:— One or more plies"Ruberoid@ Torch" (Smooth or Granule) or"Ruberoid@ TorcGranule Plus" or"Ruberoid@ Mop" (Smooth or Granule) or"Ruberoid@ Mop Plus Granule" Coating:— "Kamak No. 97" applied at 11/2 to 3-gal./100-ft2. 9 3. Deck: NC Incline: 1/4 Insulation(Optional):—One or more layers perlite, wood fiber, glass fiber, any thickness. Base Sheet(Optional):— One or more plies Type G1 or Type G2 or Type G3. Membrane:— One or more plies"Ruberoid@ Torch" (Smooth or Granule) or"Ruberoid@ Torc�i Granule Plus" or"Ruberoid@ Mop Granule" or"Ruberoid@ Mop Plus Granule". Coating:— "Kamak No. 97" applied at 11/2 to 3-gal/100-ft2. i 4. Deck: C-15/32 Incline: 1/2 Insulation:— One or more layers perlite, glass fiber, polyisocyanurate, urethane, perlite/poly socyanurate composite, perlite/urethane composite, phenolic, 11/2-in. minimum thickness(butt joints staggered a minimum of 6-in. forfi plywood deck butt joints). Base Sheet:— One or more plies Type G2 or Type G3. Ply Sheet(Optional):— One or more plies Type G1. h or Granule) or"Ruberoid@ Torch Granule Plus" or"Ruberoid@ Mop" Membrane:— One or more plies"Ruberoid@ Torch" (Smoot (Smooth or Granule) or"Ruberoid@ Mop Plus Granule". Surfacing:— "Kamak No. 97" applied at 11/2 to 3-gal/100-ft2. 1 ,. Deck: NC Incline: 1/2 Base Sheet(Optional):— One or more plies Type G1 or Type G2 or Type G3. Membrane:—One or more plies"Ruberoid@ Torch" (Smooth or Granule) or"Ruberoid@ Tor,:h Granule Plus". 1 to 3 gal/100-ft2 or Grundy In'. "20 F Emulsion" applied at 3 Surfacing(Optional):— Kamak"No. 97" or"169" applied at -gal/100- ft2. t kff^.1/.Ior�h=aA rfvnhni-NrV)M/temdateAJSEXT/1FRAMEtshowpage.html?name=TGFU.R14153&ccnshort6Ue=F oofing+Systems&objid=1083885807&cf... 8/49 V r V.f[i•+i uo-moan ng,jystems Insulation(Optional):— One or more layers periite, glass fiber, Polyisocyanurate, urethane or periite/polyisocyanurate composite, any thickness. Base Sheet:—One or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Ply 6" or Type G2 "GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" hot mopped or adhered with Karnak Chemical "No. 81" or Gibson-Homan "No. 6160" cold applied adhesive at 11/2-gal/100-ft2. Membrane:— One ply "Ruberoid@ Mop 170 FR" or"Ruberoid@ Dual FR" or"Ruberoid@ Mop FR" or"Ruberoid@ EnergyCap— Mop FR" hot mopped or adhered with Karnak Chemical "No. 81" or Gibson-Homan "No. 6160" cold applied adhesive applied at 11h-gal/100-ft2. 15. Deck: C-15/32 Incline: 1/2 Insulation(Optional):— Polyisocyanurate, wood fiber, perlite, glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet:— One or more plies Type G2 "GAFGLAS@ #75 Base Sheet " or"Tri-Ply@ #75 Base Sheet" hot mopped or mechanically fastened. Membrane:— One or more plies"Ruberoid@ 30 FR" or"Ruberoid@ 30 FR HT' or"Ruberoid@ EnergyCap'" SBS 30 FR" hot mopped in place. 16. Deck:.C-15/32 Incline: 1/2 Insulation(Optional):— Polyisocyanurate, wood fiber, perlite, or glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet:— One or more plies Type G2 "GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" hot mopped or mechanically fastened. Ply Sheet:— One or more plies "Ruberoid@ 20" or"Ruberoid@ 20 HT" or"Ruberoid@ Dual Smooth" hot mo *see p�� Membrane:— One or more plies "Ruberoid@ 30 FR" or"Ruberoid@ 30 FR HT" or"Ruberoid@ place. EnergyCap•'.SBS 30� �ot mopped in: •• • •• • • 17. Deck: C-15/32 Incline: 1/2 ••� • Insulation(Optional):— Fiber glass or perlite, mechanically fastened. :*so*: Base Sheet:— One or more plies Type G2 hot mo ' ' ' • caped or mechanically fastened. •••• • •• *so** Ply Sheet:—Two or more plies Type G1 hot mopped or mechanically fastened. **see* • • so:*** Membrane:— "Ruberoid@ 30" or"Ruberoid@ Modified Cap Sheet 601", hot mopped in place. so***6 ;""' ...... Surfacing:— Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating" or"Karnak Roof Coating" applied at 1 to 2-gal/100-ft2. �•;T�sbestos Free Aluminum •� • • • •••••• 18. Deck: NC ••••••• Incline: 1/4 • • • • • Insulation(Optional):— Polyisocyanurate, perlite, glass fiber or wood fiber, 2-in. maximum. • Base Sheet:—Type 15 asphalt organic felt or Type G2, mechanically fastened or adhered with hot roofing asphalt. •• Membrane:— "Ruberoid@ Torch Granule 1" (modified bitumen). Surfacing:— Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating" or"Karnak No. 97 Asbestos Free Aluminum Roof Coating" applied at 1 to 2-gal/100-ft2. 19. Deck: C-15/32 Incline: 1/4 Insulation:—Two layers glass fiber(butt joints in insulation offset a minimum of 6-in. from plywood deck butt joints, 1-in. each. Base Sheet:—Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane:— "Ruberoid@ Torch Granule 1" (modified bitumen). Surfacing:— Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating" at 1 to 2-gal/100-ft2. 20. Deck: NC Incline: 1/4 Membrane:— "Ruberoid@ Torch Granule 1" (modified bitumen). Surfacing.— Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating" applied at 1 to 2-gal/100-ft2. 21. Deck: NC Incline: 1/2 Insulation(Optional):— Perlite, wood fiber or glass fiber, 1-in. maximum, mechanically fastened or adhered with hot roofing asphalt. Base Sheet:—Type G2 or"Flex Base 60" (modified bitumen), mechanically fastened or adhered with hot roofing asphalt. Membrane:— "Ruberoid@ Torch Granule 1" heat fused. Surfacing:— Monsey Products "Endure Aluminum Roof Coating" or"Weather Check" or" Pro-Grade Aluminum Roof Coating" applied at irh- gal/100-ft2. 22. Deck: NC Incline: 1/2 Insulation(Optional):— Periite, wood fiber, glass fiber or Polyisocyanurate/urethane board, 2-in. maximum, mechanically fastened. Base Sheet:—Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane:— "Ruberoid@ Torch Granule 1" (modified bitumen), heat fused. Surfacing:— Monsey Products "Dura-White" or"Endure White Elastomeric Roof Coating" or"Pro-Grade White Elastomeric Roof Coating" applied at 3-gal/100-ft2. 3. Deck: NC Incline: No limitation Insulation(Optional):— Polyisocyanurate, urethane, glass fiber, perlite, wood fiber, any combination in any thickness, mechanically fastened or adhered with hot roofing asphalt. Base Sheet:—Type G2, mechanically fastened. Membrane:— "Ruberoid@ Torch Granule 1" heat fused. Surfacing:— "Tuff-Corp" field mixed insulating coating composed of 6 2/3-ft3 of perlite, 7-Ib of"TC-500 Masterbatch", 94-ib Portland cement and 17-gal of water spray applied to minimum 'h-in. httpl/database.ul.corn/cgi-birAW/template/USEXT/1 FRAM Etshowpage.html?name=TGFU.R14153&ccnshortbde=Roofing+Systems&objid=1083885807&c... 10/49 MIAM MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economv Santafe Tile Corporation 8825 NW 95'Street Medley,FL 33178 SCOPE: •••• This NOA is being issued under the applicable rules and regulations governing the use of canstOrtion mMfi'Mls. Thr' • documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product•ContrV geclion to •. be used in Miami-Dade County and other areas where allowed by the Authority Having Jurjs96Ajj•n AHJ .:• •••••• This NOA shall not be valid after the expiration date stated below. The Miami-Dade County.Prp�tict CvJptrg1,5ectioj..•,,• (in Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve tWilt to have this .. product or material tested for quality assurance purposes. If this product or material fails to-pe434n in the accepted ...... manner, the manufacturer will incur the expense of such testing and the AHJ may immediaVy jejoke,modify,or • suspend the use of such product or material within their jurisdiction. RER reserves the right to re8oke t:".:. 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: Santafe Spanish `S' Clay Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A 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 No. 12-0210.01 and consists of pages 1 through 5. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 15-0915.09 MIAMI•DADECOUExpiration Date: 02/01/21 Approval Date: 01/21/16 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Roofing Tiles Material: Clay Deck Type: Wood 1. SCOPE This approves a roofing system using Santa Fe"Santafe `S"Clay Roof Tile,as manufactured by Ladrillera Santafe S.A. in Bogota,Colombia and distributed by Santafe Tile Corporation as described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements,as determined by applicableAu4ding Code,do not exceed the design pressure values obtained by calculations in compliance wick RAS fl-k asing the.... . values listed in section 4 herein. The attachment calculations shall be done as a moment based sysImp.•• •• ...... . .. ...... 2. PRODUCT DESCRIPTION •••••• Manufactured by Test Pronva Applicant Dimensions Specifications Descripfioon ••••• •• •• Santaf6 `S' Clay Roof L= 18" TAS 112 One piece high profile clay rgof tile equipped with • Tile W= 11.1" Type I two nail holes. For nail-dn,moftar set OOd:Whesi*'•••• Thickness=0.39" Grade 1 set applications. :....: •• • ... Trim Pieces 1=varies TAS 112 Accessory trim,clay roof pieces for use at kips, w=varies rakes,ridges and valley terminations. Manufactured varying thickness for each tile profile. 2.1 MANUFACTURING LOCATION 1. Bogota,Colombia 2.2 SUBMITTED EVIDENCE Test Agency Test Identifier Test Name/Report Date The Center for Applied Engineering,Inc. 94-156-8 TAS 101 Aug. 1994 94-156-9 TAS 102 The Center for Applied Engineering,Inc. 25-7205-1 TAS 101 March 1995 The Center for Applied Engineering,Inc. Project: 07-07-00-91 TAS 100 Sept. 1994 (307023) Redland Technologies 7161-03 TAS 108 Dec. 1991 Appendix ll (Nail-On) Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102&TAS 102(A) Redland Technologies P 0402 Withdrawal Resistance Sept. 1993 Testing of Screw vs smooth shank nails Redland Technologies P 0647-01 TAS 108 Aug. 1994 (Mortar Set) NOA No.: 15-0915.09 CDweCouNTtr Expiration Date: 02/01/21 Approval Date: 01/21/16 Page 2 of 5 2.2 SUBMITTED EVIDENCE Test Agency Test Identifier Test Name/Report Date Redland Technologies P 0631-01 PA 108 July. 1994 (Mortar Set) Celotex Corporation Testing Services 520305-01 thru 05 PA 102 June 1999 IBA Consultants,Inc. 2353-4 Restoring Moment Aug. 1999 PRI Asphalt Technologies,Inc. SFTC-003-02-01 TAS 101 12/06/02 IBA Consultants,Inc. 2353-70 TAS 101 09/22/03 0000 IBA Consultants,Inc. 2353-71 TAS 10). •••0.9j12/03 .... •• IBA Consultants,Inc. 2353-93 ASTM C 1167• :*,07/18/05 •. 0000.. . 00 000000 American Test Lab of South Florida RT0624.01-15 ASTM C1167.03.. 47/01/15 .000.. . .... .. :* Goo: 3. LIMITATIONS •• •• ••••' 3.1 Fire classification is not part of this acceptance. •• •• 000096 ...... 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be perfdW4d in accofdance with •. TAS 106. - 0000.. .....• 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laborat07.to perfori%quajerly tisr•• in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Miami-D9d: 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 slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Santafe 'S' and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations NOA No.: 15-0915.09 MIAMI-Dane COUNTY Expiration Date: 02/01/21 Approval Date: 01/21/16 Page 3 of 5 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W(Ibf) Length-I (ft) Width-w (ft) Santafe'S' 6.7 1.5 0.958 Table 2: Aerodynamic Multipliers—X(ft3) Tile X (ft3) )L (ft3) Profile Batten Application Direct Deck Santafe 'S' 0.274 0.297 Table 3: Restoring Moments due to Gravity- M9 (ft-lbfj ••• •••• ••• • Tile 2":12" 3"•12" 4'•.12.. 5••.12" C';:aZ'; : 9:;;12" or.. :. Profile 066:99 greater* Battens Direct Battens Direct Battens Direct Battens Direct Battene99Direct Jlatteris Dirac Deck Deck Deck Deck '...Lfeck ; '..' D9CJc6 • Santafe'S' 5.93 5.90 5.85 5.82 5.73 5.69 5.56 5.53 5.329 9 6 X29 . 5.03 5.QQ9 .. Table 4: Attachment Resistance Expressed as a Moment -M6(4,&U% • for Nail-On Systems 996969 Tile Profile Fastener Type Direct Decka ens ••• •� Santafe'S' 2-10d Ring Shank Nails 21.8 OWIA One#8 Screw 29.161,2 N/A Two#8 Screws 38.28' N/A One#8 Screw w/Clip 57.311•2 N/A Two#8 Screws w/Clip 57.60' 61.77' 1. Approved screws as noted'Product manufactured by others'. 2. When using one screw it must be installed in the inside hole located nearest to the hump of the tile. Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Santafe 'S' Tile Bond 38.93 Polyfoarn Polypro AH 160TM 28.54 2 See manufactures component approval for installation requirements. 3 Flexible Product, Inc.Average weight per patty 10.4 grams. 4 Polyfoam Product,Inc.Average weight per patty 9.4 grams. Table 5A: Attachment Resistance Expressed as a Moment -Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Santafe'S' Polyfoarn PolyproAH 160Tm 63.85 Polyfoarn Polypro AH 160Tm 61.96 5 Paddy placement of 63 grams of Polypro AH 160Tm. 6 Paddy placement of 24 grams of Polypro AH 160Tm. Table 6: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Santafe'S' Mortar Set 23.6 NOA No.: 15-0915.09 Mii•ve►oecouNTv Expiration Date: 02/01/21. Approval Date: 01/21/16 Page 4 of 5 4 S. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as shown below, or following statement: "Miami-Dade County Product Control Approved". SANTA FE TM MADE IN COLOMBIA LABEL FOR SANTA FE SPANISH"S"CLAY ROOF TILE 6. BUILDING PERMIT REQUIREMENTS • •••• •••••• 6.1 Application for building permit shall be accompanied by copies of the following;••i. ; 'i •, i;i 6.1.1 This Notice of Acceptance. •••••• 6.1.2 Any other documents required by the Building Official or applicable bl}ilditcode 16 Ordgr to • properly evaluate the installation of this system. "" ` •' i•;•'. • • ••i••i •• •• • •••i•• PROFILE DRAWING •••••• • When using.9116 scr4w ;••••; use this hole. •• 18" O 11.1" "SANTAFE S" CLAY ROOF TILE END OF THIS ACCEPTANCE NOA No.: 15-0915.09 MIAMM ECOUNTY Expiration Date: 02/01/21 UUMGMIJ Approval Date: 01/21/16 Page 5 of 5 HIAM MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) WWW.miamidade.eov/economy ICP Adhesives and Sealants,Inc. 12505 NW 44th Street Coral Springs,FL.33065 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or susend.the use of such product or material within their jurisdiction. RER reserves the right to revoke;this•jcceptanee,•if it ig..... determined by Miami-Dade County Product Control Section that this product or material fails td mdet thepguffpments • ...... of the applicable building code. ••�� ' • This product is approved as described herein, and has been designed to comply with the,4Ror da Building Codi"••; including the High Velocity Hurricane Zone of the Florida Building Code. *0000 •• ..... .. .. . ...... DESCRIPTION: ICP Adhesives Polyset'AH-160 ;••;•; LABELING: Each unit shall bear a permanent label with the manufacturer's name or logs, ci&y state And followings• • 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 14-0805.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. �r NOA No.: 16-0315.01 QMMIAMI-MDADE=COUN Expiration Date: 05/10/17 Approval Date:04/07/16 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset'AH-160 as manufactured by ICP Adhesives and Sealants,Inc.as described in this Notice of Acceptance.For the locations where the design pressure requirements, as determined by applicable building code,do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat,low,and high profile roof tile systems using ICP Adhesives Polyset®AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications ICP Adhesives N/A TAS 101 Two component polyurethane foarp•adhesive Polyset®AH-160 09990* •0.00• ICP Adhesives Foam N/A Dispensing Equipment•" ;•• •• 00 . .. • Dispenser RTF1000 .00.00 •••••• 0000.. ICP Adhesives ProPacV N/A Dispensing Equipment ••:: .. ;••••; 0000 . .. 0000. 30& 100 ••��• 0000. 0000.. .. .. . 0000.. PRODUCTS MANUFACTURED BY OTHERS: • 0000.. Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current N(4A 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 @1580F., 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.: 16-0315.01 QMIAMW�=UNTY Expiration Date: 05/10/17 Approval Date:04/07/16 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency 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 Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 .•• 0h� .•.... P36700.04.12 ASTM D 1623 •• 0 Zi$/1% • P39740.02.12 TAS 101 0f/21M ••••'• TAS 123 .... ...... • .... . 0090 ..... Celotex Corp.Testing Services 528454-2-1 TAS 101 •••... 10/23/98 ••; • 528454-9-1 ••••• "' 528454-10-1 •••••• • 520109-1 TAS 101 IZ/Z$(S$ ••••:• 520109-2 • 520109-3 ••So•• .. ... 520109-6 •�� • 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset'AH-160 shall solely be used with flat, low,&high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset' AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0315.01 WMIAMMADECOUNW= Expiration Date: 05/10/17 Approval Date:04/07/16 Page 3 of 11 • r INSTALLATION: 1. ICP Adhesives Polyset'AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset®AH-160. 2. ICP Adhesives Polyset®AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset® AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset®AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and ICP Adhesives and Sealants,Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by ICP Adhesives and Sealants,Inc. ICP Adhesives and Sealants,Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the"A" component and the"B"component shall be maintained between 1.0-1.15 (A): 1.0(B). 000000 6. ICP Adhesives Polyset®AH-160 shall be applied with ICP Adhesives Foam Dispenser IZTF10D0 or JSP • Adhesives ProPack'30& 100 dispensing equipment only. ••••.. •' • 7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight. ;• ••; 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes aftmICP Aaecives ..•••• Polyset®AH-160 has been dispensed. 00:09: ' ...... 9. ICP Adhesives Polyset'AH-160 placement and minimum patty weight shall be in accordavCe with the •••':' 'Placement Details'herein. Each generic tile profile requires the specific placement noted Merlin. •• ...... ...... NOA No.: 16-0315.01 MAWDAD,COUNTY rpjpl Expiration Date: 05/10/17 Approval Date:04/07/16 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High All Eave Course 17-23 sq.inches 45-65 Profiles Flat,Low,High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat,Low,High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two-Piece Barrel(Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams per bead edge)20-25 sq. inches each 000* bead G 0000• Two Piece Barrel(Pan Tile) Two Piece 65-70 sq.inches 4 gram;undtf pan .... Go 0. ...... LABELING: "" • •• ••••• so:***••0• All approved products listed herein shall be labeled and shall bear the imprint or identifiable naaNiaA of t1V•••• *0*000 manufacturer's name or logo and following statement: "Miami-Dade County Product Control Apprfwed" or the Miami- .• Dade County Product Control Seal as shown below. • • • *see:* :so**: CMILAMI-MADEOUNTY '•.' *90 • 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.: 16-0315.01 MIAMI•DADE COUNTY Expiration Date: 05/10/17 LIZIRIUVI Approval Date:04/07/16 Page 5 of 11 ADHESIVE PLACEMENT DETAIL# Z Aa n►iquuapdtsmC40wd r.ddyttrm"hnim) Flat/Low Profile Tile u..d« •ym«ne , • " 1. Starting at the cave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the Overlock 101 `-�� of the tile being set. 2. Continue in same manner.Insure approximately 17 (109.7 cm2)—23 (148.4 cm2)square inch adhesive contact with the underside of the tile. 2 Ewe Ctesurt �. Nall thr. o :ix a�er,a Medium Profile/ Double Pan Tile 0000• ]when rewired} i �•• •••• •••••• v.ddyto.n««u,n.i 1. Starting at the cave course,•AppPy a mOATuvr 2" .• « � (50.8 mm)x 10"(254 mmj*:m r"(25.4• nl7 foam ...... y paddy onto the underlaymgp positioned a •s shown • . ..... under the pan portion of fte.Ole closest. .to the 00 ..... Overlock of the tile being sat... • � .0000. ..... rra wid. �a ' 2. Continue in same mannqfrpwe approximately 17 .. flattens epti«r►«I • (109.7 cm2)—23 (148.4 Cm2)square jq�h adhesive...:. contact with the underside ofthe tile' . �bi/1.�� .Qrn. •« • •.• . 000000 .• �^ --,� £sva Ctasure Cum"Cemu rs. Fasda MAthro"Opr«Ole High Profile/Single Pan Tile (vA*n m4= Paddy tW«n««0h7i1#4 Undart,ynsenr 1. Starting at the cave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam �. paddy onto the underlayment positioned as shown 4 roan r under the pan portion of the tile closest to the 21n.w°d• Overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 eptrertat ° '` (109.7 cm2)—23 (148.4 cm2) square inch adhesive contact with the underside of the tile. F.w Cetus. Cascta .,e weer>hote t0 rm lin. `I"*closure aAP*ftM NOA No.: 16-0315.01 MAMMADE COUNTY Expiration Date: 05/10/17 « r Approval Date:04/07/16 Page 6 of 11 ADHESIVE PLACEMENT DETAIL#2 t�•neA «ic�•m.ne o.aarr�s«n..thra.t Flat/Low Profile Tile mqwrwo 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 T ham`' the tile being set. Insure approximately 17(109.7 cm2) B, • ,,,j '`' —23 (148.4 cm2)square inch adhesive contact with the Eawceune underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the 2 underlayment positioned as shown under the strengthening rib closest to the overlock of the tile .cl. . being set. 3. Continue in same manner. Irlsure japproxA }ely 10" ••• • (64.5 cm2)- 12(77.4 cm2) sQawt ilich ach*esi Xe contact with the underside otha tile. •,•• • .... ...... Medium Profile/Double Pan'ITire" •• ••••• Nafl through plastic cement 000000 • • • • Swhen require41 ••• •• **0000 ••••• • -,paedyta�„tthttl,t 1. Starting at the eave course,app •a minimum 2"(50.8•••;• un,ue.tay,:,•n� mm)x 10"(254 mm)x 1"(25.4 njm)foam paddy • onto the underlayment positioned as shcW tihtler thg pan portion of the tile closest bo toe overlock of the :000-:0 t: the being set.Insure approximately 17(109%¢m2)— '� ln. 23 (148.4 cm2)square inch adhesive contact with the E+►lsens ovtionel -� underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) 10 x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the �` E.r•crA.. . underlayment positioned as shown under the pan E&VO COUMO F*td* portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2)- 14(90.3 cm2)square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 16-0315.01 MwMMDADE COON v Expiration Date: 05/10/17 Approval Date:04/07/16 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) a+A Ow*uo v&nvwidr n. ,rs�.f High Profile/Single Pan Tile t"Oft roqutr Un' 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 the being set.Insure approximately 17(109.7 cm2)— 7� 21& 23 (148.4 cm2)square inch adhesive contact with the asmn-ev<<An-1underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) �� ;, x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the m"06O+ underlayment positioned as shown under the pan loin. 2W Emdonve portion of the tile closest to the overlock of the tile aea.s�. being set. 3. Continue in same manner. Iit%V approximafely 17" "••;• (109.7 cm2)- 19(122.6 cm2)squW inch,dhe�ive ...... contact with the underside ofthl tile. .... .. . ...... .... . .. ..... ..... .. .. . ...... • • ...... rlu►riNoa�e courmr NOA No.: 16-0315.01 � Expiration Date: 05/10/17 Approval Date:04/07/16 Page 8 of 11 r ADHESIVE PLACEMENT DETAIL#3 �tlroughoemeM t>�ddr@etre+► etaeo mquiredi 1. On the eave course only,apply a minimum 2" (50.8 eattensopttona mm)x 10"(254 mm)x V (25.4 mm)foam paddy (Unclert9e) onto the underlayment positioned as shown,under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest 4:ain, to the overlock of the tile being set.Leave siagiepaa ti �ti approximately 4"(101.6 mm)up from the eave a ngteaa" edge free of foam to prevent the expanded adhesive "� 21 kL N-, edge from blocking the weep holes. Insure • approximately 17-23 int(109.7-148.4 cm2)of 10 in ,� adhesive contact with the underside of the tile �2 Fs.ectosure 2. Apply a 4" (101.6 mm)x 4"(101.6 mm)x 1"(25.4 EMENEEMEEMMOmm)foam paddy onto the underlayment just below Fbdn.owPmM*Tne the second course line positioned foamTaddv under the strengthening rfb fo gat tile,Vr'fmder the*•••• 'tic°e'Ae"R SinoepaMyoWertle pan portion of the tile,closest�o the u$Zjerltwk for • p, ,�t�„tks) the second course tile to U j��t lled. Insur'e "'••• approximately 8-9 int(51 hF$$.1 cm21 pf adhesive:.... Battens * '(undert2e) contact with the undersid"itNe tile.; •.•• • an top (Instructions continued on nVeAdge) • ><4in. Y4i1L� • • ��•�• • paft- 10 2 h1. Ears GOMM Eare coum Fascia Medhttn ProflleTile NOA No.: 16-0315.01 MIAMI•oADe COUNT r Expiration Date: 05/10/17 �FjamsyjApproval Date:04/07/16 Page 9 of 11 ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) Nall through plastic ft Le Single pa der tpe (Whenrewied) 3. Also apply a 2" (50.8 mm)x 4" (101.6 mm)x 3/4" paddr�becneentiles) (19 mm)paddy on top of the eave course tile Bmew t�adrtu mel surface as shown,on top of the strengthening rib opn01il = for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. r Install second course of tile. Insure approximately 4u41r. 9(58.1 cm2)- 11 (71cm2)square inch adhesive =t ., contact with the underside of the tile at the overlap paft on single `�`, and 7(45.2 cm2)-9(58.1 cm2)square inch tie adhesive contact with the underside of the tile at `•,� the head of the tile. Continue in same manner. Eave Caese �" asda Weephole Lok, Zia. �y�E,mdosar+e edge *006 HlghProflttTt14 ...... • .•... .• •. • •.•.•• •• 000 ...... NOA No.: 16-0315.01 M[AMMADe COUNTY Expiradon Date: 05/10/17 Approval Date:04/07/16 Page 10 of 11 L • , ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile t)Place enough adhesive to achieve 65 to 70 sq.in. Steep pitch applications 1. Starting at the eave course,apply a minimum 2" in contact with the pan tile. (when required) (50.8 mm)x 10„(254 mm)x 1„(25.4 mm)foam 2)Tum covers upside down.Place adhesive in paddy onto the underlayment positioned as to t In.from outside edge of cover tile. shown under two adjacent pan tiles. Support eave Then install the tile.Ensure 20 to 2S sq.in.contact area. r f:yo tiles from rocking until adhesive has a chance to Underlayment ��,-`` cure. ° { 2. Continue in same manner bringing two pan courses up toward the ridge.Insure approximately 65 (419.4 cm2)—70(451.6 cm2) square inch adhesive contact with the underside r' Sheathing of the pan tile. Eave closure • • • • (matarshown) 3. Turn covers upside dcrciexposinfh'e underside'••;• Weephole Fascia Board of the tile.Apply a rn"VM 1”( • . j• ”)X 10" 9 (254 mm)bead of ad"Je.directly oli the inn'r Remove top portion of the eave course cover tile.Abut to second course of edge of each side of the cEwer tile..Lea je 000000 pan tiles.Ensure eave end of pan and cover tiles are flush at cave line. • . ' • approximately 3/4„(19 mml to 1':(2%4 ,.,.(2%4 mm) Two Piece Barrel-High Profile Tile from the outside edgiMf fintile,iprgja free of*:..' foam to allow for exFAMn. 0000090 •O•••. • 4. Turn cover tile over Zfter Loam is applied and ”"'• place onto pan tile cdwj8. tsure;.ronilnum of•...: 20(129 cm2)-25 (161.3 cm2)square'lpCh • 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.: 16-0315.01 rfOLMI•DAIDE COMM Expiration Date: 05/10/17 Approval Date:04/07/16 Page 11 of 11