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RF-15-2944 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-249621 Permit Number: RF-11-15-2944 Scheduled Inspection Date: December 23,2015 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: JAYME, MICHELLE Work Classification: Tile/Flat Job Address:230 NE 102 Street Miami Shores, FL 33138- Phone Number (305)756-9100 Parcel Number 1132060134750 Project: <NONE> Contractor: FLORIDA STANDARD ROOFING Phone: (305)529-5899 Building Department Comments RE ROOF TILE&FLAT COLOR THRU GRAY Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-249452 CREATED AS REINSPECTION FOR INSP-248273. Open valley polystick must be cut or coated Customer does not like counterflashing finish on SE coner of lower roof ROOF Failed ❑ Missing re renailing affidavit Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid December 22,2015 For Inspections please call: (305)762-4949 Page 35 of 59 AFFIDAVIT OF COMPLIANCE WITH ROOF DECKING ATTACHMENT AND SECONDARY WATER BARRIER HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S To: Miami Shores Village Building Department 10050 NE 2 Ave Miami Shores Village, FL 33138 Re: Owner's Name Michelle Jayme Property Address 230 NE 102 St Miami Shores, FL 33138 Roofing Permit Number RF-11-15-2944 Dear Building Official: I Daniel Crespo certify that the roof decking attachment and fasteners have been strengthened and corrected and a secondary water barrier has been provided as required by the "Manual of Hurricane Mitigation Retrofits for Existing Site-Built Single Family Structures" adopted by the Florida Building Commission by Rule 9B-3.047 F.A.C. Qualifying Agent Signature of Qualifying Agent Print Name STATE OF FLORIDA COUNTY OF MIAMI-DADE Sworn to And subscribed before me this I1"day ofN�° Y )6Cr ,20-m;(SEAL) LO✓Personally known or Produced Identification HAZEL CAROLINA LOPEZ =y. I MY COMMISSION#FF163775 •moo `''•'Eo:a�•' EXPIRES September 28.2018 1(407)3W-0153 FloridallotaryService.com Y ' . 7066 SW 44'"Street Miami,FL 33155 Tel:786-398-9179 Fax 786-800-2627 a1 roofinsoection(u-omail.com LAB CERTIFICATION#10-0512-01 SITE SPECIFIC INFORMATION UPLIFT TEST—TAS#106 Roofing Contractor FLORIDA STANDARD ROOFING Permit# RF11152944 Job Address 230-NE 102 ST MIAMI SHORES,FL. 33138. Owner's Name RONNIE GUILLEN&MICHELLE JAYME Type of Tile FLAT 13° Date Installed Approximate Roof Height 12' feet Roof Pitch 3/12 Type of Access to Roof LADDER Approximate Square Footage of Roof 22.0 ftp Required Testing Force 35 Lbs Date Tested 12/14/15 Number of Tests 50 Testing Equipment F.G.E.100 Contact Name DANNY Phone# 7/402-8828 LOCATION #OF TEST PASS #OF TEST FAIL Corner 9 Tests 9 Pass Test 0 Fail Perimeter 13 Tests 13 Pass Test 0 Fail Field 24 Tests 24 Pass Test 0 Fail Ridge 4 Tests 4 Pass Test 0 Fail TOTAL 50 Tests 5o Pass Test 0 Fail IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PAWS,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROLTEST.THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTRY,WITH NO DEVIATIONS.THIS REPORT IS NOT GUARANTEED IN CASE OF CASE OF NATURAL DISASTERS.THIS REPORT ITIS NOT YALIDFOR A4W AWICBC J 1 YENAN T.LEYVA P.E.#67416 e A-1 Engineerini Inspection Services, Inc 7066 SW 44 Street Miami, FL 33155 Tel: 786-398-9179 Fax: 786-800-2627 al roofmspectionggmail.com LAB CERTIFICATION# 14-1215.04 12/14/15 PERMIT.#RF11152944 230 NE 102 ST MIAMI SHORES,FL.33138 T �° T T T T .I. T T T T T T T T T T T T T T T T T T T T T T T T T T .F T T T T 7066 SW 44f`Street Miami,FL 33155 Tel:786-398-9179 Fax: 786-800-2627 Pe No. RFI 144 549-44 �s!�R tMiami Shores Village ,, •••' t ) :Roof 10050 N.E.2nd Avenue NE W4 rkC!&sa Cation Tllsffiat Miami Shores,FL 33138-0000 w zivA6 Phone: (305)795-2204 ' h 3 erm>t Star Expiration: 0 /23/2016 .�„ i'�s�lite 111�2pi Project Address Parcel Number Applicant 230 NE 102 Street 1132060134750 Miami Shores, FL 33138- Block: Lot: MICHELLE JAYME Owner Information Address Phone Celt MICHELLE JAYME 308 PINEWOOD Road (305)756-9100 GREENVILLE FL 27858- Contractor(s) Phone Cell Phone Valuation: $ 16,000.00 FLORIDA STANDARD ROOFING (305)529 5899 (786)402-8828 .... _ _ _._ :....._ _ ...._: ... Total Sq Feet: 2177 Type of Work:Re Roof Available Inspections: Additional Info:RE ROOF TILE&FLAT COLOR THRU GRAY Inspection Type: Classification:Residential Up Lift Report Scanning:4 Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 CCF Invoice# RF-11-15-57848 $ .80 DBPR Fee $44.50 11/23/2015 Check#:2208 $50.00 $796.60 DCA Fee $4.50 11/25/2015 Check#:2222 $796.60 $0.00 Education Surcharge $3.20 Bond#:2911 Permit Fee-New Roof $300.00 Scanning Fee $12.00 Technology Fee $12.80 Total: $846.60 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 zoning. Futhermore,I authorize the above-name contras to do the work stated. November 25, 2015 Authorized Signature:Owner / Applicant / C ntractor / Agent Date Building Department Copy November 25,2015 1 Miami Shores Village = /►/��'� Building Department 7BY: vi zo'5 ,r 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC [N—J ROOFING ❑ REVISION ❑ EXTENSION RENEWAL F-IPLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION EJ SHOP CONTRACTOR DRAWINGS JOBADDRESS: 230 NE 102 ST Miami Shores, FL 33138 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11.3206.013.4750 Is the Building Historically Designated:Yes NO Occupancy Type: resiential Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Michelle Jayme Phone#:305-978-2069 Address:230 NE 102 ST City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: michellejayme@icloud.com CONTRACTOR:Company Name: Florida Standard Roofing Phone#: 305-529-5899 Address: 7070 SW 9 ST Cit,. Miami -State: FL Zip: 33144 Qualifier Name: Daniel Crespo Phone#: 786-402-8828 State Certification or Registration#: CCC1328412 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$16,000.00 Square/Linear Footage of Work: 2,177 Type of Work: ❑ Addition ❑ Alteration E-1 New Q Repair/Replace ❑ Demolition Description of Work: re-roof tile &flat Specify color of color thru tile: J' . Submittal Fee Permit Fee$ O�P_0-® CCF$ - SLS CO/CC$ Scanning Fee$ ,�� 4 Radon Fee$ !!�', -"'gn> DBPR$!�/._SQt!51 Notary$ Technology Fee$ Z=5 Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ 570e-04> TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 Signature L)OWVR or AGENT CONTRACTOR Thome fore!going instrument was acknowledged before me this Thome fore oing instrument was acknowledged before me this day of Nwernlq r- ,20 by day of mM_lNoyeXy- 20 by ` i + le —&QM who is personally known to 1 cwle who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign' Sign- Print: Hazel C Lopez Print :4Hzel C Lopez _'�''"rr°°� HAZEL CAROLINA LOPEZ Seal: =_ �!, :�; Seal: `o HAZEL CAROLINA LOPEZ MY COMMISSION#FF163775 '_ ,< MY COMMISSION#FF163775 a aoQ., EXPIRES September 28,2018 p, (407)398.0153 Florida otaryService.com ►.....•• EXPIRES September 28,2018 APPROVED BY �l/ �i Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD mal. CCC1328412 �x The ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 CRESPO, DANIEL FLORIDA STANDARD ROOFING INC 7070 S W 9TH ST_ r MIAMI FL 33144 s ISSUED: 10/21/2015 DISPLAY AS REQUIRED BY LAW SEQ# L1510210001538 Local Business---_ Miami-Dade pt - Count � Gl ------__ THIS ISNorAB1u, State of Florida DO Nor PAY 6574553 BUSINESS NA M FLORE/LOCq TION INC IDA STANDD ROOFING RECEIPT NO. SW g ST unit 102 RENEWAL, EXPIRE S MIAMI,FL 33144 s845z1s SEPTEMBER 30 (dust ba displayed at Ptah of 20e6 Pursuant to County Code OWNER ChaPter BA-Art.9 a 10 FLORIDA STDDARD ROOFING INC SEC.TYPE OF DANT BUSINESS QUALIFIER 196 SPECIALTY Workers CONPA YM ENT ( ) 5 CONTRACTOR BY TAX CORLECTORD Ns�Busi CCC1328412 82cati ,5 cress TOvy 0 10/21)2015 Tax Pemit,or cvl of t►ra M." t Of the LOW SU t 0243-16 0003 1 regW"laws raw ons,todo ness Tav 'FL "a No aboyg►►I t be d f e wtdch Hdaw n t j;,s not a license aff aywonall o ctal �� l Fb more m/crmafion,visit vehicles-Miarri-Cade Cade Sec ea27E A�Rte® CERTIFICATE OF LIABILITY INSURANCE 11/20`20 s) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER c2r,a Jon Rock The Contractors Choice Agency PHONE (800)918-3584 FaxNQI.(877)664-9951 PO Box 13645 L .Jon@nginsuranceonline.com INSURERS)AFFORDING COVERAGE Nac a Chandler AZ 85248 INSURERA:United Specialty Insurance Co. 12537 INSURED INSURER 6: Florida Standard Roofing Inc. INSURER C: 2655 LeJune Rd Suite 500 INSURER D: INSURER E: Miami FL 33134 INSURER F: COVERAGES CERTIFICATE NUMBER-CLO961704222 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE POLICY NUMB POLICY EFF POLICY EXP LIMITS GENERAL LIABILITYEACH OCCURRENCE $ 1,000,000 KENTEU X COMMERCIAL GENERAL LIABILITY PREMISES(Ea accurnw=1 $ 50,000 A CLAIMSMADE 5Z OCCUR S11104011109948 /17/2015 /17/2016 MED EXP(Any one $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 1,000,000 X POLICY JFCTPRO- LOC $ AUTOMOBILE LIABILITY O aBINE S G 1 (EaANY AUTO BODILY INJURY(Pm person) $ ALL OOWNED SCHEDULED BODILY INJURY(Per acddent) $ NON-OWNED PROPERTY DAMAGAUTOS E $ HIRED AUTOS AUTOS UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION I WC STATU- I OTH- AND EMPLOYERS'LIABILITY Y I N TORY I 1MrrS ER ANY PROPRIETOR/PARTNER/EXECUTIVEEL EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? F-1 N/A (Mandatory in NH) EL DISEASE-EA EMPLO $ If yes describe under DE CRISC PTION OF OPERATIONS below EL DISEASE-POLICY UMrr I$ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,H more specs Is required) Rofing Contractor License @CCC1328412 CERTIFICATE HOLDER CANCELLATION (305)756-8972 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. Building Department 10050 NE 2nd Ave AUTHORIZED REPRESENTATIVE Miami Shores, FL 33138 Robert Rock/JON ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025(2oio05).o1 The ACORD name and logo are registered marks of ACORD AC40 ® CERTIFICATE OF LIABILITY INSURANCE DATE(MMfODNYYY) 11/23/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE FCERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER SUNZ Insurance Solutions, LLC. ID: (Impact) =13PT=13PImpact Staff Leasin C/O Im�ppa� ct Staff Leasing, Inc. PHONE 1315 W Indiantown Road Second Floor (� -561-743-0065 _ Aro Jupiter, FL 33458 e-o ss: kiml�sianaturestaffinginc.com _ INSUREI AFFORDING COVERAGE _ NAIC 0 _-_ _ INSURER A: SUNZInsuranceComoany 34762 INSURED Impact Staff Leasing IncINSURER 13: As en Re-London-Best Rating"A" . 1315 W. Indiantown kd. Second Floor INSURER C: Catlin Syndicate-Lloyds-Best-Rating"A" Jupiter FL 33458 INSURER D: Brit Syndicate-Lloyds-Best Re Ina"A" INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: 27401082 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ALT R; TYPE OF INSURANCE ADDL SUER; _ POLICY EFF POU EXP POL NUMBER LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S CLAIMS-MADE OCCUR I E REED 1$ 4--- ' j MED EXP(Any one person) S i I PERSONAL&ADV INJURY S GEN'LAGGREGATE LIMIT APPLIES PER: 'GENERAL AGGREGATE $ POLICY D PRO. LOC i JECTPRODUCTS-COMPIOPAGO S OTHER: g AUTOMOBILE LIABtUTYI MBINE SINGLE LIMIT S A — r aceidantl ANY AUTO BODILY INJURY(Per person) S ALL OWNED i SCHEDULED BODILY INJURY(Per ecadent) S AUTOS AUTOS NON-OWNED PROPERTY DAMAGE 1 S HIRED AUTOS AUTOS S UMBRELLA LIAR OCCUR j EACH OCCURRENCE S _ ECSLUAB CLAIMS-MADE AGGREGATE S DED RET NTI N S A WORKERS COMPENSATION WCPE00000046 08 8!15/2015 AND EMPLOYERS'LIABILITY YIN I I8115!2016 SPARTUTE OTH- XECUTIVE OFRERIMEEERR ED FICMBEEXCLUDED? E NIA E.L.EACH ACCIDENT S 1,000,000 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE S 1,000,00_0 Ir es,descdbe under D CRIPTIONOFOPERATIONS lowDISEASE-POLICY LIMIT S 1,000,000 B !Workers Compensation This Is for Informational purposes C lExcess Coverage i and nothing shall create any right D under such reinsurance. DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached N mare space Is required) Coverage provided for all leased employees but not subcontractors of:Florida Standard Roofing Inc Client Effective:1/10/2012 STATE ROOFING LICENSE CCC1328412 CERTIFICATE HOLDER CANCELLATION 1028 MIAMI SHORES VILLAGE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE BUILDING DEPARTMENT THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2ND AVENUE ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES FL 33138 AUTHORIZED REPRESENTATIVE Glen J Distefano ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 26(2014/01) The ACORD name and logo are registered marks of ACORD 27401092 Nester Certificate I Kiasra Baumgarten ; 11/23/2015 '+:20:17 AM (CS?I Page 1 of 1 ROOFASSEMIX AND St ES Florida Btrilding Code Sth Edition(2014) e 3�p15 NQS Fiioh-Volocity Hurricane Zone Uniform P"It Applk,,Wo 1 Section A(Gene�reii informs n) � Master PermitNo. Process No. 1 ��r�,ia ��o��d� S-4.c�►�dacd o'��nv� Job Address .t 3 b_ �� t0 2 3'-11 " — rn UMI FL 3 313 $ 1 �/ ROOF CATEGORY 1 W Low Slope ❑ Mechanically Fastened Tile /Mortar/Adhesive Set Tiles ❑ Asphaltic Shingles Cl Metal Panel/Shingles 0 Wood ShingleslShakes t Pies r%ptt 513R4ititS 160 ROOFTYPE y D Plekv'roof Repair ❑ Maintenance int Raroong ❑ Recovering 1 ROOF SYSTEM INFORMATION 1 Low Slope Roof Area(SF)a Steep Sloped Roof AREA(SSF)!/060 Total(SF) 2)1 l� 1 1 :84ictloft S(Root Plan) Sketch Root i'Jah Illustrate.all ievels end sections,ref drains,slppe w stud overflow drains. Include dlmen- 1 Siong of and legis;de _klerr€It dimensions.of elevated �® d en of` ar P ispefs. Mia y mom ell - 1 G CC 7 K I him 14 _ r Goo 9 0*0 i� 0 if FLORIDA BUILDING COW— BUILDING,lith EDMON(2014) ; �•• � :': : : . : 15.37 ii p , copyright to.or licensed by.ICC(ALL RIGHTS RESERVED);access4 byiiliezer�'ilacippn jus 9;01 10:3t:2 AM pursuant to License Agreement.No further reproductions authorized. ROOF ASSEMOU.IES AND ROOFTOP OMUCrV Florida Butiding;Code ft Edition(201 .) r High-VOWty Hurrlcane Zune uniform PerrnttApplication.Form 1 1 8e01*0 p i p"p Sloped Roof System) 1 1 Roof System Manufacturer: RocalR o DF I r1 LZ_ Notice of Acceptance Number: �� 1 Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations): 1 Pi: 6 P1: _ 1 rr 1 Deck Type: I 7 ) 6 1 Type Underlayment: - U M�� ® 1 Roof Slope: 12 1 Insulation; . N� 1 Fire:terrier: 1 T � Ridge Ventlatfon? FostenerTipe&;Spading: 'Tin 1 l RS nDi l�5 1 Adhesive Type., le, (30 r,C.� 1 ----------- 1 Type Cap Sheet: 1 Dean Roof Height: Roof Covering: F[C,, .C'or\C,,e -Ti( 1 'We&Size Dripk3 6►lvun�2 Edge.- 3.. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... ... ... . 00 00 . • •• • • • •• •• ••• • ••• • • • ••• • • • • ••• • • FLOPJDA 1314LIXNG COM—BUILDJNG,:ft EOMONf(2014) i i•••� � i i i•••� 15.38 1 Copyri8ht to,or licensed by.CCC{AI.L RCGCCT$RC 5CtvED1;aid iy ". : • • pursuant to License SIG Ato fi�erreproductians anrhorized: l�lacro on Yon 8,�QTS•Cth�2:C2 ASI ROOF ASSEMBLIES AND ROOFTOP STRUCTURES r Florida Building Code 5th Edition(2014) 1 1 High-Velocity Hurricane Zone Uniform Permit Application Form. 1 Section E(nie Calculations) 1 For Moment based the systems,choose either Method 1 or 2.Compare the values for K with the values from Mt.If the values 1 are greater than or..equal to the M,values,for each area of the roof,then the the attachment method is acceptable. Method i "Moment Based Tile Calculations Per RAS 127" r� ,I� 1 {POLI.t X X a 13= I2.�, -Mg; `-Mr7 "} Product Approval K 31-Y1 /� YI A4-1 1 (P2tti8-1 XX 0313 = 12-2)-Mg: =Mn j3 2"} Product Approval K moi_ 1-33 `� I l2 �®o ci MA1. }xk--Jct= Nig. =:M,1X17} Product Approval IVI Method 2'`S`irnplffled Tile Calculations Per Table Below" Required Moment of Resistanco(Ni,)From Table Below Product Approval Mr. Mr required Mbmint Resistance Mean Roof'Height Roof Slope 15' 20' 25' 30' 40, 1 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 1 4:12 30:4 32.2 33.8 35.1 37.3 1 6.42 28,4 30A 314: 32:f3 84,1 6:12 26.4 280 29.4 30.5 32.4 1 7:12 24A 25:9 27.1 28.2 30.0 1 'Must be used in conjunction with a list of moment based file systems endorsed by the Broward County Board of Rules and 1 Appeals. 1 For Uplift based file systems use Method 3.Compared the values for F with the values for Fr, If the F'values are greater than or 1 equal to the Fr values,for each area of the roof,then the the attachment method is acceptable, 1 Method 3"Uplift Based Tile Calculations Per RAS 127" 1 (P1: x L x w:= -)-W: x cos 8 =F„ Product Approval F' 1 (P2: x L - x w:=i)-W: x cos 0—=F,2_ Product Approval P >l {P3: x L - x w:_ :-W: x.txrs 8 =F,3 ProductApprovalF' 1 Where to Obtain information Description Symbol Where to find Resign Pressure P 1 or P2 or P3 RAS 127 Table i or by an engineeringanalysis pre- [ Osted by PF-based on ASCE 7 Mean Roof Height H Job Site 1 Roof Slope 6 Job Site 1 Aerodynamic Multiplier Product Approval 1 Restoring Moment due to Gravity Me Product Approval 1 Attachment Resistance Mr Product ApgiEial••; .'. ; .•• Required Moment Resistance M9 Calculated .. ... 1 Minimum Attachment Resistance F' Product Apot'bval'•• •• • • • •• 1 Required Uplift Resistance F, Calculated 1 Average Tile Weight W Product 4f igrotal' •• •• • 1 Tile Dimensions L =length W=width Product p roval 1 All calculations must be submitted to the building official at the time of permit applicatibml ••• • 1 15.40 FLORIDA BUILDINdCOIFE=.&U L.E NG;6th WN&N(2014) • 1 ' 1 Copydghl to,-H--d by,ICC(ALL RIGHTS Ri;.MV W).accessed b Y"ttezcr•Palacio on Jun 6.2N?10:12:12 A&pursuant to License Agreement.No further reproductions W.4.,4, OR M IS Aff M iami pores Vaillage rrrr aures Building Department tme li 10050 N.E.2nd Avenue Miami Shores, Florida 33.138 Tet: (30,5) 795.2204 Fax: r305-) 758.8972. QW R '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: Mei Shores'pillage Suiiding Department Data:-_i(20 12ot6 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: _ gicbtliev nn-e, Property Address: 9,,;[) NE; toe Si M�aunc glr�r�r��F 3�i S Roofing Permit Number: Bear Building Official, cert!N that-1 am not required to retrofit the ref to wall connections of my building because; X The just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00. Please attach proof of ad valorem taxation. n The building was constructed in compliants with the provisions of the Florida Building Code(FBC)or with the provisions of 1994 ition of the South Florida Building Code(1994 SFBC) { Sign r Print Name State �ofy�Florida Cioui ity of Dade •• 00: • • • • • •• .... . . .. . . . . . . .. . . . . ... . The undersigned,being the first duly swum,deposes and says that he/she is the eAer fir tWaWepre"w y mentioned: rel _ Sworn to and subscribed before rale this —da of ugPwbe :;?°•►9,i�� iAZEb CAR •• • Notary Public, Sate of Florida at Larg lei otiNA Lopez MY COMMISSION#FF163775 AP iFJE.%Wtwnbere8,2o18 • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,00 . ' rho ' 'iC no a 1994 SFOC.Then you must provide a building application from a General Contractor for the Roof to Wall Connection pie 1 MtilQat rj,• •�� • • Revised on 5/2112009 tOR� SECTIM 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 roofmg permit,and to explain to the owner the content of the section.The provisions of Section 84402 govem 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. Renalling wood flocks:When replacing roofing,the existing wood roof deck may have to be 114 in accordance with the current provisions of Section R4403.(The,roof deck is usually congealed prior to removing the existing roof system): 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be vt wed 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. 1 6. overflow scuppers(wall outlets):It is required that rainwater flows off so that the roof is not ove loaded from a buildup of water. Perimeterledge 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 11,84402,R4403'and R4413. _dWrffgenf9rnature Date Contractor Signature Date U tv kms 6hcxes, t 33i 3g. Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; .. ... . . . . . .. Goo . .. . . . . ... . .. ... .. . . . .. . ... . ... ... ... . .. .. .. ... . .... ... . . ... . . . . . . . . . . . .. •• . • . •• .. ... . . . ... . . 11/20/2015 Property Search Application-Miami-Dade County �z 3 k F i � a Address ! Owner Name Folio SEARCH: 230 ne 102 st Suite Q AR .._WM.M..... ..> 4._� PROPERTY INFORMATION Folio: 11-3206-013-4750 l � Sub-Division: MIAMI SHORES SEC 1 AMD i f Property Address 230 NE 102 ST iami Shores,FL 33138-2427 Owner RONNIE GUILLEN MICHELLE JAYME Mailing Address 230 NE 102 ST MIAMI SHORES, FL 33138 • •• • • . • . 3 • •• • • • • ••• • Primary Zone •• •+• •• • • • •• 1000 SGL FAMILY-2101-2300 SQ Primary Land Use •++ ; •• •• 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT .•: :' ;.. '.' ;' ;' 1 Beds/Baths/Half 3/3/0 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• httpJ/www.miamidade.gov/propertysearchW 1/8 11/20/2015 Property Search Application-Miami-Dade County Floors 1 Living Units 1 Actual Area 2,075 Sq.Ft i Living Area 1,749 Sq.Ft f Adjusted Area 1,897 Sq.Ft Lot Size 11,500 Sq.Ft Year Built 1937 i s - FIR Ja go ::.�`"3x ',�,. l err✓ r_„� :CKs. 3 of III++ int r l h°I it iiiirprl s F � t t '3 i • r s' z 7r _ < • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • httpJ/www.miamidade.gov/propertysearcht#i/ 218 11/20/2015 Property Search Application-Miami-Dade County u. ^1'* A.Q Featured Online Tools Comparable Sales Glossary Non-Ad Valorem Assessments PA Additional Online Tools Property Record Cards Property Search Help Property Taxes Report Discrepancies Report Homestead Fraud Tax Comparison Tax Estimator TRIM Notice Value Adjustment Board ASSESSMENT INFORMATION Year 2015 2014 2013 Land Value $276299 $241,408 $214,061 Building Value $132,031 $128,617 $128,617 Extra Feature Value $2,065 $2,082 $2,100 Market Value $410,395 $372,107 $344,778 Assessed Value $163,771 $162,472 $160,071 TAXABLE VALUE INFORMATION 2015 2014 2013 _.. .. ........ ... COUNTY Exemption Value $50,000 $50,000 $50,000 i Taxable Value $113,771 $112,472 $110,071 I 1 SCHOOL BOARD Exemption Value $25,000 $25,000 $25,000 .. ... • . . . . .. Taxable Value $138,771 .: .'; ;•;$1'47,472 $135,071 CITY Exemption Value .$�O,bQC •• •• •:$50!!00 $50,000 Taxable Value ;J:3,714 • •• 11,12,ZT2 $110,071 _.._�..� REGIONAL .. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • http://www.miamidade.gov/propertysearch/#/ 3J8 11/20/2015 Property Search Application-Miami-Dade County Exemption Value $50,000 $50,000 $50,000 Taxable Value $113,771 $112,472 $110,071 BENEFITS INFORMATION Benefit Type 2015 2014 2013 Save Our Homes Cap Assessment Reduction $246,624 $209,635 $184,707 . Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Board,City,Regional). FULL LEGAL DESCRIPTION MIAMI SHORES SEC 1 AMD PB 10-70 N LOTS 8&9 BLK 35 i; LOT SIZE 100.000 X 115 . OR 15126-1522 0791 1 COC 24348-0205 03 2006 1 ............ -_ SALES INFORMATION Previous Sale Price OR Book-Page Qualification Description Previous Owner 1 03/12/2010 $380,000 27215-3128 Trustees in bankruptcy,executors or guardians EDWARD K BREWER 03/01/2006 $590,000 24348-0205 Sales which are qualified 07/01/1991 $102,000 15126-1522 Sales which are qualified For more information about the Department of Revenue's Sales Qualification Codes. 1 2015 2014 2013 . . . . . .00 .. . • • • • • • • • LAND INFORMATION . ... . ... ..• ..• Land Use Muni Zone PA Zone •.. : Unit=§pe. Units Calc Value • •. •. .. ... . .•. . . . GENERAL R-17.5,R-18.5 1000-SGL FAMILY-2101-2300 SQ Front Ft. 100.00 $276,299 . ► �. • • .f •.r• s • • • • • • • •••• • •• • •• •• • • • •••• • • ••• • • httpJ/www.miamidade.gov/propertysearchW 4/8 MIAMaDADE ® MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Boral Roofing LLC. 7575 Irvine Center Drive,Suite 100 Irvine,CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code ncluding the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: BORAL TileSeal�,_) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to tWuser*4y?hdnm wflctUret'8r its distributors and shall be available for inspection at the job site at the request of the Hyild' Qffic' •� •• •.• •• • • • •s This revises NOA#12-1219.01 and consists of pages 1 through 4. The submitted documentation was reviewed by Juan E.Collao,R.A.... . too 066 0 . . •• •• NOA No.: 13-1113.05 MIAMI•DADECOUNTY Expiration Date: 07/31/17 ':' ; ';• :Approval Date: 03/13/14 Page 1 of 4 . .. .. . . . .. .. ROOFING COMPONENT APPROVAL Category Roofing Sub-Category: Underlayment Material: SBS PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description BORAL TileSeal 36"x 36' rolls TAS 103 SBS self-adhering asphalt sheet material with a 36"x 72' rolls ASTM D 1970 white glass re-enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. MANUFACTURING LOCATION: 1. Brentwood,NH EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Underwriters Laboratories,Inc. R14610 Follow up Service 03/28/02 IRT-Arcon,Inc. 02-012 TAS 103 02/28/02 PRI Asphalt Technologies,Inc. NEI-006-02-01 TAS 103 04/01/02 PRI Asphalt Technologies,Inc. NEI-008-02-01 TAS 114(H) 07/30/02 PRI Construction Materials NEI-045-02-01 ASTM D 4798&ASTM G 155 08/08/07 Technologies,LLC. NEI-053-02-01 ASTM D 4798&ASTM G 155 05/01/08 NEI-076-02-01 TAS 103/ASTM D4798 02/14/11 NEI-034-02-02 ASTM D 1970 01/29/13 . .. . . . . • : . .. ... .. . . . .. . ... . ... ... ... . .. . . . .. •• ... . ... . . . NOA No.: 13-1113.05 MIAMMADECOUNTY Expiration Date: 07/31/17 'I■ • •:' ; ';' ;Approval Date: 03/13/14 i i • i i•i i i • i Page 2 of 4 • •• •• • • • •• •• ••• • • • ••• • • APPROVED ASSEMBLIES: Deck Type 1: Wood,non-insulated Deck Description: 15/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck,membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4"head lap and a 6"end lap mechanically fastened to deck with approved nails and tin caps 6" o.c.at the laps and two staggered rows 12" o.c.the field of the roll. Membrane: One or more plies of BORAL TileSeal Underlayment with a minimum 3"head lap and minimum 6"end lap. Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with BORAL TileSeal Underlayment is acceptable. All end laps and laps without black selvage area shall be sealed under lap using an SBS modified mastic. Note: When used in Tile roof systems BORAL TileSeal Underlayment shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 6"o.c.at the side laps. No nails or tin caps shall be exposed. Surfacing: Approved for Approved Adhesive Set Roof Tile Systems,Mechanically Fastened Roof Tile, Metal Roofing,Wood Shake&Shingles,and Asphaltic Shingle assemblies. .. ... . . . . . •• .. .... . . .. . . . . . . . • . . .. ... .. .• . .. ..• . •.• . ... ..• ..• • . .• • •• . . • . .. . . . .• .. ... . ... . . . NOA No.: 13-1113.05 JAPPRO ED LExpiration Date: 07/31/17 :Approval Date: 03/13/14 • : ;'; : • : Page 3 of 4 . .• •• . . . •• .• LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth,clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment. S. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly to the BORAL TileSeal underlayment; loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12". 9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. If BORAL TileSeal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami-Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance,and fire testing results. 10. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 11. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100%contact with the surface,giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. This target piece shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment shall be applied over the underlayment,and sealed using an SBS modified mastic. 15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility,and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below CMWCOUNTY • • • • • • • • • •• • • • • ••• • END OF THIS ACCEP`r* : ••• . ... . ... ... ... . .. . . . .. .. ... . ... . . . NOA No.: 13-1113.05 MLAMWW DEcouNTY Expiration Date: 07/31/17 �� ' • • • ; ;Approval Date: 03/13/14 i i • i i•i i i • i Page 4 of 4 • •• •• • • • •• •• ••• • • • ••• • • 1M IA MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Boral Roofing,LLC 7575 Irvine Center Drive,Suite 100 Irvine,CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. CDESCRIPTION: Saxony 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by fMe:m&n&f%dwr*Ir 4g distributors and shall be available for inspection at the job site at the request of the Buildit�Offiiciai; : : :.: •. gee . . .. ... ... . . . ... This NOA revises NOA No. 12-0222.03 and consists of pages I through 10. The submitted documentation was reviewed by Alex Tigera. • •.• . ... • • • . . • .• .. Nb�A No.: 13-0723.05 MIAM4DADE COUNTY •0 0 000 • Expiration Date: 04/26/17 Approval Date: 09/26/13 "' • ••• Page I of 10 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ROOFING ASSEMBLY APPROVAL Cateeory Roofing Sub-Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described this Notice of Acceptance. For locations where the pressure requirements,as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Saxony 900-Slate 1= 17" TAS 112 Flat profile, interlocking,high-pressure w= 13" extruded concrete roof tile equipped with thickness= 1-5/32" two nail holes. For direct deck or battened nail-on,mortar set or adhesive set applications. Saxony 900-Split 1= 17" TAS 112 Flat profile, interlocking,high-pressure Shake w= 13" extruded concrete roof tile equipped with thickness= 1-9/32" two nail holes. For direct deck or battened nail-on,mortar set or adhesive set applications. Top surface available in 4 different configurations: 1. Complete tile brushed 2. Right half brushed(shown in drawing) 3. Left half brushed 4. No brush Saxony 900-Shake 1= 17" TAS 112 Flat profile, interlocking, high-pressure w= 13" extruded concrete roof tile equipped with thickness= 1-9/32" two nail holes. For direct deck or battened nail-on,mortar set or adhesive set applications. Trim Pieces Length:varies TAS-112 Accessory trim,boosted Barcelona,concrete Width:varies .•rQQ4igces fqr u$e§t hips,rakes,ridges and varying thickness valley TarsnIatiohssn$nufactured for each . .. . . . . ... . ..'tiles pre Fe.• • • • .. • ••• • .w• +•• •.• • • •' : . :. NQA No.: 13-0723.05 MIAM404DE COUNTY ••. "' - Eipiration Date: 04/26/17 Approval Date: 09/26/13 ••• • Page 2 of 10 • •• •• • • • •• •• 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales,FL. 2.2 EVIDENCE SUBMITTED: Test Agencv Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102&TAS 102(A) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 25-7183-6 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws, Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws, Battens) The Center for Applied 25-7214-1 Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 (1 Quik-Drive Screw, Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 (1 Quik-Drive Screw, Battens) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108(Nail-On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 TAS 108(Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs.smooth shank nails The Center for Applied Project No.307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-77 TAS 100 Atlanta Testing& R1.894 Physical Properties Aug. 1994 Engineering,Inc. R2.894 TAS 112 R3.894 ••• • • . . . .. '• : Celotex Corporation 520109-1 Static Uplift Testing. Dec; ID92 • .� � � � �•: Testing Service 520111-4 TAS 101 •• ••• ••• Celotex Corporation 520191-1 Static Uplift Testing March 1999 Testing Service TAS 101 ••• .:. •. 000 •• ••• 000 •'; :. • :1�OA.No.'. 13-X723.05 rtuu�i papa COuNmr "' :Exp iration Dett: 0.+4126/17 Approval Date: 09/26/13 . Page 3 of 10 : : .:. :' •000 0 Walker Engineering,Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering,Inc. Evaluation Calculations 25-7584 December 1996 25-7804b-8 25-7804-4&5 25-7848-6 Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers January 2007 Walker Engineering,Inc. Calculations Two Patty Adhesive Set April 1999 System Walker Engineering,Inc. Evaluation Calculations Restoring Moments Due to February 2007 Gravity Nutting Engineers 130 TAS 112 January 2007 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. •'; ;• •• N .1 OA0.;13-0'723.05 r►wMMADE COur�rnr ••• ;@api;ation D4& OJP26/17 Approval Date: 09/26/13 ... . • • •• • Page 4 of 10 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake&Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,RAS 119,and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight(VI) and Dimensions (I x w) Tile Profile Weight-W(lbf) Length-1 (ft) Width-w(ft) Saxony 900 11.5 1.417 1.08 Slate, Shake & Split Shake Table 2: Aerodynamic Multipliers -A,(ft) Tile X(ft) (ft) Profile Batten Application Direct Deck Application MonierLifetile Saxony 900 0.289 0.313 Slate, Shake &Split Shake Table 3: Restoring Moments due to Gravity- Mg (ft-lbf) Tile 2":12" 3":12" 4":12" 5":12" 6":12" 7':12" or Profile greater Saxony Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 900 Deck Deck Deck Deck Deck Deck Slate, 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 Shake & Split Shake see Go: 000 as : .. • .. ... .. '.' . 1 ..' 00 • •• .14OA.No:: 13-Q723.05 MMMADE CO •••BMTOM :Exp'retion D$t4: V26/17 Approval Date: 09/26/13 ... •• Page 5 of 10 . 0 • . Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" plywood) plywood) Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate, Shake&Split 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Shake 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 .#8 Screw 30.8 30.8 18.2 2 48 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail(Field 24.3 24.3 24.2 Clip) 1-10d Smooth or Screw Shank Nail(Eave 19.0 19.0 22.1 Clip) 2-10d Smooth or Screw Shank Nails(Field 35.5 35.5 34.8 Clip) 2-10d Smooth or Screw Shank Nails(Eave 31.9 31.9 32.2 Clip) Table 6: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance MonierLifetile Saxony 900 Adhesive 31.3 Slate, Shake&Split Shake 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. Polyfoam Product Inc.Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance MonierLifetile Saxony 900 Polyfoam Pol Pro TM 118.9 Slate, Shake & Split Shake Polyfoarn Pol Pro TM 40.4 3 Large paddy placement of 45 grams of Pol ProTm. 4 Medium paddy placement of 24 grams of Pol ProTm. Table 7: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mortar Set Systems Tile Tile •..lIQVrrlum Attachment Profile Application •� •� PygBisignie: MonierLifetile Saxony 900 Mortar Set •• •.: '.:49.9 ••• Slate, Shake & Split Shake 5. Tile-Tite Roof Tile MortarIF- 77 ••• .. '; ;• 4OA.No,,, 13-1723.05 Mu►r�aaAo�courrrY "' :Expiration DO: OVUM Approval Date: 09/26/13 ... . . • Page 6 of 10 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami-Dade County Product Control Approved". NE LABEL FOR SAXONY 900 TILES(LAKE WALES FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. •. ... . .. • • . . %: 0. :•• •Y• ••• ••: •:• ••• •' • • • A0A Nc:: 13-J723.05 MUUM14=ECOU "• •• ��gpltmlionDife: Q4N26/17 Approval Date: 09/26/13 •�. • • • ••• • Page 7of10 PROFILE DRAWINGS NAIL HOLES ► 1-5/32"(Slate) 17 " COVERLOCK 13 " UNDERLOCK SA XONY 900-SLATE .. . . . . %: " • •• 0140A Nc►: 13-V723.05 h RAMMADECOUNTY "' • iwetion Date: 4/26/17 Approval Date: 09/26/13 ••• • • • • ••• • Page8of10 MIAMI MIAMI-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT(BNC) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/building/ The Dow Chemical Company 1605 Joseph Drive 200 Larkin Center Midland,MI 48674 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 BNC-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. BNC reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: TILE BONDTM Roof Tile Adhesive 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 Offieiap; ••• ••• . .. . . . . ... . This renews and revises NOA#08-0512.18 consists of pages 1 through 9. • .. ... .. . . . .. The submitted documentation was reviewed by Alex Tieera. . ... . ••• ••• ••• •.. : NOA Ng.'11,061j.03 ••: *WrattApprw l Date:08/18/11 :• Page 1 of 9 ... . . . . 0:0 . . . . . . . . . .. . . . . . . •• •• . . . •• .. ... . . . ... . . ROOFING COMPONENT APPROVAL Category: Roofing Sub Category: Roof Tile Adhesive Material: Polyurethane SCOPE: This approves TILE BONDTM Roof Tile Adhesive as manufactured by The Dow Chemical Company, as described in this Notice of Acceptance,designed to comply with the High Velocity Hurricane Zone of the Florida Building Code.For the locations where the pressure requirements,as determined by applicable building code,do not exceed the design pressure values; as obtained by calculations in compliance with RAS 127,using TILE BONDTm Roof Tile Adhesive,and where the attachment calculations shall be done as an moment based system. PRODUCT DESCRIPTION: Manufactured by Product Applicant Dimensions Description TILE BONDTM Roof Tile Factory premixed canisters Single component polyurethane foam roof tile Adhesive adhesive MANUFACTURING LOCATION: 1. Wilmington, IL. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... 6:0 9:0 '.. N0A Np': 11;06 t6.03: b ..; CApiraftV D4tt: 08/4416:' Approval Date:08/18/11 Page 2 of 9 0:0 . . . . 0:0 . . . . : :6: . . . . . . . •• •• . . • •• •• ... . . . ... . . EVIDENCE SUBNIITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied 25-7512-1 TAS 101 01/25/96 Engineering 25-7512-2 TAS 101 01/25/96 25-7512-3 TAS 101 01/25/96 25-77512-4 TAS 101 01/25/96 25-7781 Physical Properties Testing 11/07/96 257794-2 SSTD 11-93 10/03/96 South Research Institute 01.8366-014 ASTM E108-95a February 1997 Walker Engineering, N/A Evaluation of Test on a Two-pad 12/16/97 Inc. System Celotex Corp.Testing 520111-1 TAS 101 12/28/98 Services 520111-2 TAS 101 12/28/98 520111-3 TAS 101 12/28/98 520111-4 TAS 101 12/28/98 520111-7 TAS 101 12/28/98 520111-8 TAS 101 12/28/98 520111-12 TAS 101 12/28/98 520135-3 TAS 101 02/01/99 520135-4 TAS 101 02/01/99 520135-5 TAS 101 02/01/99 IBA Consultants Inc. 4848-8 TAS 101 05/19/08 4848-7 TAS 101 05/19/08 4848-6 TAS 101 05/19/08 4848-5 TAS 101 05/19/08 4848-4 TAS 101 05/19/08 4848-3 TAS 101 05/19/08 4848-2 TAS 101 05/19/08 4848-1 TAS 101 05/19/08 Trinity ERD D9840.09.09 TAS 110 09/17/09 .. ... . . . . . .. .. . . .. . . . . ... . .. ... .. . . . .. . ... . ... ... ... •.. : FNMA Nq.•t 11.06t6.03: ..: elipiraCgU]AVE: 08/x'/16:• Approval Date:08/18/11 Page 3 of 9 ... . . . . ... . . . . . . . . . . . . . .. .. 00 . .. .. ... . . . ... . . TYPICAL PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.83 lbs./ft.3 Compressive Strength ASTM D 1621 14.31 psi Tensile Strength ASTM D 1623 31.2 lbf @ 1807,65%RH for 120 days, concrete to concrete Water Absorption ASTM D 2842 2.21%absorbed by Volume Moisture Vapor Transmission ASTM E 96 3.00 Perm/Inch Dimensional Stability ASTM D 2126 -0.47%Volume Change @-40°C.,2 weeks 4.05%Volume Change @70°C., 100% Humidity,2 weeks Closed Cell Content ASTM D 2856 86.3% LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. 3. TILE BOND Roof Tile Adhesive shall solely be used with flat, low,medium,and high tile profiles. 4. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 5. Roof Tile manufactures acquiring acceptance for the use of TILE BOND Roof Tile Adhesive roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. r2) W 6. F'= MS .60 • . •• • • • • •. •.• •. • • • .• 009 : ;404 Nq.!1%061f.03 MIAMa UN7Y •.: F*iratYggD9je: 08/2:1'16 :• p Approval Date:08/18/11 Page 4 of 9 • •. .• . . . .. .• •.• • . . •.. . • INSTALLATION: 1. TILE BOND Roof Tile Adhesive may used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of TILE BOND rm Roof Tile Adhesive. 2. TILE BOND Roof Tile Adhesive 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 TILE BOND Roof Tile Adhesive shall provide sufficient attachment resistance,expressed as an uplift based system,to meet or exceed the uplift resistance determined in compliance with Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. TILE BOND TM Roof Tile Adhesive roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120,and The Dow Chemical Company TILE BONDTm Roof Tile Adhesive Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by The Dow Chemical Company. 5. Pressure treated wood filler block shall be required on all eave course of all file profiles,except on two piece barrel tile 6. Tiles must be adhered in freshly applied adhesive.Tile must be set within 4 minutes after TILE BONDTM Roof Tile Adhesive has been dispensed. 7. TILE BONDTM Roof Tile Adhesive placement and minimum patty weight shall be in accordance with the'Placement Details'herein. Each generic tile profile requires the specific placement noted herein. TABLE 1: ADHESIVE PLACEMENT FOR EACH GENERIC TILE PROFILE Tile Placement Minimum patty Contact Area Profile Detail Weight per tile (Square inches) rams Flat/Low Profile #1 11.1 19.5 Medium Profile #2 11.0 19.5 High Profile(Head) #3 22.0 39 High Profile(Nose) 11.0 19.5 Two Piece Barrel #4 11.6 20 LABELING: All TILE BONDTM Roof Tile Adhesive containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: Any documentation required by the Building Official or applicable building code in order to properly evaluate the installation of this system .. ... . . . . . .. • •• • • • • %: • •• ••• •• • • • •• • ••• • ••• ••• ••• ••• : ri061 NQa 11;0616.03• ..: Crfpim44R DVe: 08/2rl6 • a Approval Date:08/18/11 Page 5 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ADHESIVE PLACEMNT DETAIL LOW (FLAT)PROFILE DETAIL#1 .. ••• . . . . . .. . .. . . . . ... . • . • . • • og 09: 0O• 1t-0616.03:• : ..; V4piratipp M&M 08/P16:0Approval Date:08/18/11 Page 6 of 9 • s • •• •.••• •• • • • • • • • •• •Y • • • .• •• ••• • • • ••• • • WWF ASSE IDES AND ROOFTOP STRucTURES: s Florida Building Code 5th Edition(2014) 1 High-Velocity Hurricane Zone Uniform Permit Application Form. 1 1 010 C(Lc Biope A00cation) tOO.Ply Fastoner/Bonding Material: l' w 1 Fill in specific roof assembly components and identify R�`� Ule1d 1 manufacturer SurfOplrtg:. 1 (If a component:is notused,Identify as"Idq") Fastener Spacing for Anchor/Base Sheet Attachment. 1 system Manufacturar:___6 E Field: "OC @ Lap,#Rows:._ (g7 1 L� --0 6 1 l Perimeter: A oc La #R&ws`@ "oc 1 Product Approval No.: � . t� � @ p, 1 1 Design Windc�Pressures,From RAS 128 or Calculations: Comer: "oc @ Lap,#Rows_@ .0c 1 1 P1:LAI , ® P7: i P3:- 0 9 . Q Number of Fasteners Per Insulation Board: 1 1Field Perimeter Corner 1 Max.Design pressura.from,the spedfia product 1 grovel system: -S - tilustrate Ca3rnponents Ned Arad Details as Applicable: 1 Cask. Woodblockirtg,Gutter,Edge Termination,Strapping,Flashing, '1 Type. X 6 —r Continuous CWat,.Cant Sthp,Base Fleshing,Counterflashing; .� 1 Coping,Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base r 1 Gaugelfhickness: Flashing, Component Material, Material Thickness, Fastener 1 1 Slope: Type, Fastener Spacing or Submit Manufacturers Details that 1 1 Comply with RAS 11.1 and Chapter 16. 1 AnchorlBase Std itifo,of PI (s}:. _ 1 if 1 ;Anchor o,*:Sheet -;ynedSonding Material, 1 1 l AS 06kil&j FT: � t Insulation Base Layer: 1 Base Insulation Size and Thickness: Q- ' 6 R F 1-)0 lG R Parapet 1 V� Height t Buse Iatutatiora Fsstener1$onding Material* F, r=- 1 r - / inocl F1ea r �rna�+h p 2 r 1 Top Insulation Layer._ I y ` I r Top Insulation Size and Thickness: $Z) Mean 1 Roof 1 1 Tap insula do Fa�stener/BoOding Material: Rau I-oo eight 1C Base ShEaet(s)&.i1Co.of of Y(s) a I 3 X 3 0 Fc.�le �f IP 1 1 1 Base Sheet Fastener/Bonding Material: sosee ; •• 1 .. . . .. . . . .. 1 Ply Sheetd Y s)�Nn.of Pty(sj;� 1A r 1 Ply Sha1et Fastal7erlBortding Material: n V 0:*1 ,W00 # Top Ply; F P)- ... .. ..1 16.sa3 f=Lotatt A eutLryIN0 cow;;8"G,*" p Copyrtgbt to,or licensed by ICC(ALL RIGHTS REMVED -=56d by ElH—Palacioon Jan 8,201510.32:12 AM pursuant to License Agrcemem Na flrnaaerremtluctions sutborized: MIAMI•DAD 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)31525-99 NOTICE OF ACCEPTANCE OA www.miamidade.eov/economy GAF 1361 Alps Road Wayne,NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: : GAF Ruberoid®Modified Bitumen Roof System for Wood Decks 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 minufactturel or its•dis4ributors and shall be available for inspection at the job site at the request of the Building Official..; ••; ; ; ;•; •• This NOA renews and revises NOA No. 13-0424.14 and consists of pages I through 29.•" '• •• The submitted documentation was reviewed by Jorge L.Acebo. . ••• . ••• ••• ••• . . ... —.—..— ... . . . NOA No.: 14-0611.01 JAPPRhu�uYlwnoe cotn�mr •mProv;daee: ratioDate: 11/06/15 • • �' e1�1704J14 :.•.: Aag;lo1:9.: ... . • . .% • . ROOFING SYSTEM APPROVAL Category: Roofing Sub-Category: Modified Bitumen Material: APP/SBS Deck Type: Wood Maximum Design Pressure: -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Matrix'm 102 SBS 5 gallons ASTM D3019 Fiber reinforced rubberized cold-applied Membrane Adhesive adhesive for modified bitumen roof systems. GAFGLAS®#75 39.37" ASTM D4601 Type II asphalt impregnated and coated Base Sheet (1 meter)Wide glass mat base sheet. GAFGLAS®#80 Ultima" 39.37" ASTM D4601 Type II asphalt impregnated and coated, Base Sheet (1 meter)Wide fiberglass base sheet. GAFGLAS®FlexPly"m 6 39.37" ASTM D2178 Type VI asphalt impregnated glass felt (1 meter)Wide with asphalt coating. GAFGLAS®Ply 4 39.37" ASTM D2178 Type IV asphalt impregnated glass felt (1 meter)Wide with asphalt coating. GAFGLAS®Mineral 39.37" ASTM D3909 Asphalt coated,glass fiber mat cap sheet Surfaced Cap Sheet (1 meter)Wide surfaced with mineral granules. GAFGLAS®EnergyCap"m 39.37' ASTM D3909 Asphalt coated,glass fiber mat cap sheet BUR Mineral Surface Cap (I meter)Wide surfaced with mineral granules with Sheet factory applied EnergyCote" GAFGLAS®Stratavent® 39.37' ASTM D4897 Fiberglass base sheet coated on both sides Eliminator"Perforated (1 meter)Wide with asphalt. Surfaced on the bottom side Venting Base Sheet with mineral granules embedded in asphaltic coating with factory perforations. GAFGLAS®Stratavent® 39.37' ASTM D4897 A nailable,fiberglass base sheet coated on Eliminator'"Perforated (1 meter)Wide both sides with asphalt. Surfaced on the Nailable Venting Base bottom side with mineral granules Sheet embedded in asphaltic coating. Ruberoid®SBS 39.37' ASTM D6164 Non-woven polyester mat coated with Heat-Weld"Smooth (1 meter)Wide polymer-modified asphalt and smooth surfaced. Ruberoid®SBS 39.37' ASTM D6164 Non-woven polyester mat coated with Heat-Weld" Granule (1 meter)Wide polymer-modified asphalt and surfaced with mineral graumles.. . . . . . .. RoofMatch7 107 sq.ft. ASTM D6164 Non-woven polyster maf aoate0 d:wAh: SBS Modified Granular (9.9 m2) SBS polymer- gdtifipp.asptltiind • surfaced with colored mineral granules. Ruberoid®SBS 39.37' ASTM D6164 Non-woven polyester mat coated with fire Heat-Weld 170 FR (1 meter)Wide retardant polymer-�nodifieaesphalt and- surfaced withloine:41 grqpUle$ • •• • . .. ... . ... . . . NOA No.: 14-0611.01 MIAMbDADECOUMY Expiration Date: 11/06/15 ' dpir.vai ELts: 1:10 14 : ge. .. .. ... 0 . 000 ... . . Membrane T"c APPISBS HeatWeld£ Deck Type X. Wood,N'on-insulated Deck Description: 19/32"or greater plywood or wood plank decks System Type E(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOut""Fire Barrier Coating,VersaShielde Fire-Resistant Roof Deck (optional) Protection or SecurocO Gypsum-Fiber Roof Board. B aheet G GLA S _ time :i3 ;i AFGLAS®Stratavene Eliminator" Nailable Venting Base Sheet,Ruberoid®Mop Smooth,Ruberoid®20,Ruberoid® SBS Heat-Weld""Smooth or Ruberoid®SBS Heat-Weld' 25 mechanically fastened to deck as described below; Fastening GAFGLAS®Ply 4,GAFGLAS®FlexPly"6,GAFGLAS®#75 Base Sheet or any Options: of above base 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. (Maximum Design Pressure—45 psf.See General Limitation#7) GAFGLAS®Ply 4,GAFGLAS FlexPly""6, GAFGLAS®#75 Base Sheet or any of above base 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 12"o.c. in 3 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 12"o.c. in the field of the sheet. (Maximum Design Pressure—45 psf.See General Limitation#7) GAFGLAS F1exPly 6,GAFGLAS #75 Base Sheet or any of above base 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—52.5sf.See General Limitation#7) GAFGLAS®#80 Ultima'Base Sheets,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 base 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 12"o.c. in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9;ie.ct tj tir fele!of-he �. •. sheet. . .. . : . :. .. . . . . ... . (Maximum Design Pressure—60 psf.See General Limitatio&17f.: : .. . ... . ... ... ... . . .. . . . .. .. ... . ... . . . NOA Na;14••11611.01 MIAMNDADECOUNTY Expiration Date: 11/06/15 .Approval lbaae: P09/14 . . :�age'.7 4 20 .. .. . .. .. ... . . .. .% . . Fastening Any of above base sheets attached to deck approved annular ring shank nails and Options: 3"inverted Drill-Tec' insulation plates at a fastener spacing of 9" o.c. at the 4" (Continued) 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 base 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""AccuTrace 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) Ply Sheet: (Optional except over Ruberoid®Mop Smooth,Ruberoid®20,Ruberoid®SBS Heat-Weld''Smooth or Ruberoid®SBS Heat-Weld''25)One or more plies GAFGLAS®Ply 4 or GAFGLAS®F1exPly' 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or Ruberoid®Torch Smooth torch applied according to manufacturer's application instructions. Membrane: One ply of Ruberoid®Torch Smooth,Ruberoid®Torch Granule,RoofMatch"" APP Modified Granular,Ruberoid®EnergyCap'm Torch Granule FR,Ruberoid® EnergyCap'" Torch Plus FR,or Ruberoid®Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of Ruberoid®SBS Heat-Weld'Plus,Ruberoid®SBS Heat- Weld""Plus FR, - ' '4 Ruberoid®EnergyCapn„ SBS Heat-Weld'm Plus FR,Ruberoid®SBS Heat-Wel(17 Granule,Ruberoid®SBS Heat-Weld?Smooth and Ruberoid®SBS Heat-Weld""25 applied according to manufacturer's application instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq.and 300 lbs./sq.respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. GAFGLAS®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®Elastomeric Roofing Membrane,Topcoat®MB Plus(to be used as a primer with Topcoat®Elastomeric Roofing Membrane)or Topcoat®Surface Seal SB applied at 1 to 1.5 gal./sq. Maximum Design Pressure: See Fastening Options •• .•. . • . • • •• • •• . • • • ••• . • .. • . . •• •• ... . ••. . •�^ • hwar4NMD•• COuNnr Expiration Date: 11/06/15 f 0:AF.Provael 15a;e:*tf/09/14 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® F1exPly TM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/4" DensDeck® Roof Board or '/z" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials 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 mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles,24" o.c.;or strip mopped 8" ribbons in three rows,one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12'in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 2751bf.,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 anchoribase 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 c9ftrS 04d;crngts). : : ••• (When this limitation is specifically referred within this NOA,Generaftimitkud V7:w:l1 14 •. be applicable.) .00 • ••• •• + • • •• 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. . ... . ..,. ..• •oo END OF THIS ACCEPTANCE•.. . •. : • . . .. .. ••• • ... NOA No.: 14-0611.01 MAMH=ECOUNTY expiration Date: 11/06/15 �Lsi• • Up;rovA a Ooze 19 o129 : • • • • • 2/1652015 TGFU.R1306-Roofing Systems t!• ONLINE CERTIFICATION DIRECTOR w� TGFU.R1306 Roofing Systems Paae Bottom Roofing Systems See General Information for Roofina Systems GAF R1306 1 CAMPUS DR PARSIPPANY, NJ 07054 USA "Ruberoid@ 20" or"Ruberoid® Dual Smooth" or"Ruberoid® Mop Smooth" or"Ruberoid® Mop Smooth 1.5" may be utilized as an alternate to Type G2"GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" or"GAFGLAS@ #80 UltimaT`" Base Sheet" base sheets in any of the following Classifications. 1/2-in. thick (minimum) gypsum board or 1/4-in. thick(minimum) Georgia-Padfic Gypsum LLC"DensDeck@ Roofboard" or"DensDeck@ Prime Roofboard" or"DensDeck@ DuraGuarc " Roofboard" or 1/4-in. thick(minimum) United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX) may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32-in. thick minimum) roof decks. However,the butt joints in the gypsum board and Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard" or"DensDeck@ Prime Roofboard" or"DensDeck@ DuraGuardT Roofboard" are to offset a minimum of 6-in. with the butt joints in the roof deck. If polystyrene is part of the roof system, it must be placed below the overiayment board. '/4-in. thick (minimum) "SECUROCK@ Roof Board" (Type FRX-G) and "SECUROCK@ Glass-Mat Roof Board" (Type SGMRX) are limited to a maximum 3:12 slope when used over a combustible deck in a system with any UL Classified insulation except polystyrene. Multiple plies of Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Flex Ply 6" or"Tri-Ply@ Ultra-Flexible Ply 6" may be adhered to Georgia-Padfic Gypsum LLC"DensDeck@ Roofboard" or"DensDeck@ Prime Roofboard" or"DensDeck@ DuraGuard" Roofboard" in hot roofing asphalt. "EnergyGuard' Ultra" is an acceptable alternate to"EnergyGuardT " in any applicable Classification. "GAFGLAS Stratavent@ EliminatorT°" Venting Base Sheet(Nailable)" may be mechanically fastened or fully adhered with hot roofing asphalt over noncombustible decks and as a recover over existing roof systems. EnergyGuardT Periite Insulation" may be utilized as a cover board over"EnergyGuardT " in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, fully adhered with hot roofing asphalt or UL Classified urethane insulation adhesive. Polystyrene referenced in any of the following Classifications include insulation. Unless otherwise indicated, all insulations may be adhered with any UL Classified Insulation Adhesive per the manufacturer's installation instructions(excluding LRF Adhesive O) in any applicable Non-Combustible Roof Deck Classifications. "EnergyGuard—Tapered" is an acceptable alternate to"EnergyGuardT " in any applicable Classification. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet("GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" or"GAFGLAS@ #80 Ultima— Base Sheet") is a suitable alternate for Type G1 asphalt glass fiber ply sheet("GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Flex Ply 6" or "Tri-Ply@ Ultra-Flexible Ply 6") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet"GAFGLAS@ Stratavent@ Ellminatorm Venting Base Sheet(Perforated)" or"GAFGLAS@ Stratavent@ EliminatorT" Venting Base Sheet(Nailable)." Perforated base sheets to be loose laid or fully adhered with hot roofing asphalt and nailable base sheets are to be mechanically fastened granule side down. As an option Type G2 asphalt glass mat base sheet("GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" or"GAFGLAS@ #80 Ultima— Base Sheet" or"GAFGLAS@ Stratavent@ Eliminator— Venting Base Sheet(Nailable)") may be substituted for Type G1 asphalt glass fiber ply sheet ("GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Flex Ply 6" or"Tri-Ply@ Ultra-FlewilDleogly 69) as the nailed base•ply in the following systems. ••� • •• • • • • ••• • Bottom ply or base sheet may be fully adhered with hot roofing asphalt or mechanically fastenp;! •• •• ••• ; ; ••• Unless otherwise Indicated, all insulations may be fully adhered with hot roofing asphalt or mechanically fastened. "GAFGLAS@ Flashing" or"Ruberoid@" may be used for flashing in any of the Class A, B or.G•VsMT s Ilsts'I'V1e0-9. •:• •:• When "periite" Is referenced, this Includes any UL Classified perlite Insulation. •• • • • • • • • • •• • 0.0• •• •• Crushed stones or slag are suitable alternates for gravel in any of the Class A, B or C systems Tisted. ••• • • • Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C- IS/32 or NC. 0:0 • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• http://database.ul.com/cgi-bin/XW/tempWelUSEXT/1FRAME/showpage.html?name=TGFU.Rl3O6&ccrishori;LI=RoofinGM-Systems"t jid`-1074351933&cfgi... 1/53 2/16/2015 TGFU.R1306-Roofing Systems 'Roofboard" or"DensDeck@ DuraGuard'" Roofboard" or minimum '/4-in. thick United States Gypsum Co. "SECUROCKO Roof Board" (Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX), mechanically fastened with butt joints in the barrier board products staggered a minimum of 6-in. from plywood deck joints. Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or perlite/polyisocyanurate composite or wood fiber/polyisocyanurate composite, any thickness, mechanically fastened or adhered with any UL Classified insulation adhesive. Base Sheet:— One ply Type G2"GAFGLASO #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" or"GAFGLAS@ #80 Ultima'" Base Sheet" or"GAFGLASO Stratavent@ EliminatorTM Venting Base Sheet(Nailable)", fully adhered with hot roofing asphalt. Ply Sheet(Optional):—Two or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Flex Ply 6" or"Tri-Ply@ Ultra-Flexible Ply 6", fully adhered with hot roofing asphalt. Membrane(Optional):— "Ruberoid@ Mop Granule" or"Intec Flex PRF" or"ROOFMatch'" SBS Modified Granular" or"Tri-Ply@ SBS Modified Bitumen Membrane" or"Ruberoid@ 30" or"Ruberoid@ 30 FR" or"Ruberoid@ Mop Smooth" or"Ruberoid@ Mop Smooth 1.5" or"Ruberoid@ Mop Smooth Plus" or"Ruberoid@ Mop 170 FR" or"Ruberoid@ Dual FR" or"Ruberoid@ Dual Smooth", fully adhered with hot roofing asphalt or"Ruberoid@ SBS Heat Weld 170 FR" or"Ruberoid@ SBS Heat Weld Plus" or"Ruberoid@ SBS Heat Weld Plus FR" or"Ruberoid@ SBS Heat Weld Granule" or"Ruberoid@ SBS Heat Weld Smooth", torch applied. Surfacing:— Roofing gravel, applied at 400-Ibs./100-ft.2 embedded into a flood coat of hot roofing asphalt or No. 10 White Aggregate, applied at a rate of 200-Ibs./100-ft.2 embedded into "TOPCOAT@ Fireshield MB", applied at a rate of 21/2-gal. to 3- gal./100-ft.2. Coating:— "TOPCOAT@ EnergyCote'" Elastomeric Coating", applied at a rate of 1/2-gal. to 1-gal./100-ft.2. Class B-Ballasted 1. Deck: C-15/32 Incline: 1/2 Insulation(Optional):— Minimum 2-in. thick polyisocyanurate mechanically fastened with the butt joints in the insulation staggered a minimum of 6-in. from plywood deck joints. Base Sheet:—One ply Type G2"GAFGLASO #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" or"GAFGLAS@ #80 Ultima'" Base Sheet" or"GAFGLAS@ Stratavent@ Eliminator' Venting Base Sheet(Perforated or Nailable)" or"GAFGLAS@ Flex Ply 6" or"Tri-Ply@ Ultra-Flexible Ply 6", mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet:—Two or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Flex Ply 6" or"Tri-Ply@ Ultra-Flexible Ply 6", fully adhered with hot roofing asphalt. Membrane(Optional):— "Ruberold@ Mop Granule" or"Intec Flex PRF" or"ROOFMatch"" SBS Modified Granular" or"Tri-Ply@ SBS Modified Bitumen Membrane" or"Ruberoid@ 30" or"Ruberoid@ 30 FR" or"Ruberoid@ Mop Smooth" or"Ruberoid@ Mop Smooth 1.5" or"Ruberoid@ Mop Smooth Plus" or"Rubemid@ Dual Smooth" or"Ruberoid@ Mop 170 FR" or"Ruberoid@ Dual FR", fully adhered with hot roofing asphalt or"Ruberoid@ SBS Heat Weld Granule" or"Ruberoid@ SBS Heat Weld Plus" or"Ruberoid@ SBS Heat Weld 170 FR" or"Ruberoid@ SBS Heat Weld Plus FR" or"Ruberoid@ SBS Heat Weld Smooth",torch applied. Surfacing:— Roofing gravel, applied at a rate of 400-Ibs./100-ft.2 embedded into a flood coat of hot roofing asphalt or No. 10 White Aggregate, applied at a rate of 200-lbs./100-ft.2 embedded into "TOPCOAT@ Fireshield MB", applied at a rate of 21/2-gal. to 3- gal./100-ft.2. Coating:— "TOPCOAT@ EnergyCotel Elastomeric Coating", applied at a rate of 1/2-gal. to 1-gal./100-ft.2. 1. Deleted. 2. Deck: NC Incline: 1/2 Base Sheet(Optional):— One or more plies Type G1"GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Flex Ply 6" or"Tri-Ply@ Ultra-Flexible Ply 6" or Type G2"GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" or"GAFGLAS@ #80 Ultima'" Base Sheet" or"GAFGLAS@ Stratavent@ Eliminator— Venting Base Sheet (Perforated or Nailable)" or Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply& Mineral Surfaced Cap Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Membrane:— One or more plies"Ruberoid@ Torch" membranes(Smooth or Granule), or"Ruberoid@ Mop" membranes (Smooth or Granule), fully adhered with hot roofing asphalt. Coating:— "Kamak No. 97", applied at a rate of 11/2-gal.to 3-gal./100-ft.2. 3. Deck: NC Incline: 1/4 Barrier Board(Optional):— One or more layers Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard" or"DensDeck@ Prime Roofboard" or"DensDeck@ DuraGuardTM Roofboard", minimum 1/4-in. thick, or United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX), minimum 1/4-in. thick. Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber, any thickness. Base Sheet(Optional):—One or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Flex Ply 6" or"Tri-Ply@ Ultra-Flexible Ply 6" or Type G2"GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" or"GAFGLAS@ #80 UltimaTM Base Sheet" or"GAFGLAS@ Stratavent@ Eliminator' Venting Base Sheet(Perforated or Nailable)" or Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply@ Mineral Surfaced Cap Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Membrane:—One or more plies"Ruberoid@ Torch" membranes(Smooth or Granule), torch applied or"Ruberoid@ Mop Granule" or "Intec Flex PRF" or"ROOFMatchTM SBS Modified Granular" or"Tri-Ply@ SBS Modified 131Mnch•JerJbt:n4,Sulci tdhgre?I with hot roofing asphalt. • • •• • • • • • • • • • • ••• • Coating:— "Kamak No. 97", applied at a rate of 11/2-gal. to 3-gal./100-ft.2. •• •• • • • • • • • •• ••• •• • • • •• 4. Deck: C-15/32 Incline: 1/2 Barrier Board(Optional):—One or more layers Georgia-Pacific Gypsum LLC"DeptQe&rRoofbo%d"'d;'Densleck(.Pnme Roofboard" or"DensDeck@ DuraGuardl Roofboard", minimum 1/4-in. thick, or United States Gy psem Co.w'SECUROK K@Roof Board" (Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX), minimum 1/4-%thio.6 .• : . * ;. .. Insulation:—One or more layers perlite or glass fiber or polyisocyanurate or urethhhe or periite/pd fisocyanuratetompbsite or perlite/urethane composite or phenolic, 11/2-in. minimum thickness(butt joints staggered a minimum of 6-in. form plywood deck butt joints). Base Sheet:—One or more plies Type G2"GAFGLAS@ #75 Base Sheet" or"Tri-PlyOOW58ase Sheet%oi*WFGLAS® #80 Ultima— Base Sheet" or"GAFGLAS@ Stratavent@ Eliminator'" Venting Base Sheet(Perforated of NaQable); og.TJpe 03 "�AFGI:AS@ Mineral Surfaced Cap Sheet" or"Tri-Ply@ Mineral Surfaced Cap Sheet" mechanically fastened ori ullt1,%qedw:h hQt nJt1 §sphalt. http://database.ul.con/egi-bin/XW/templatelUSIXT/1FRAME/showpage.html?name=TGFU.RI306&ccrishortt tL-Ftwfingl-Sys'WnAtMid`-1074:%1933&cf... 12163 2/16/2015 TGFU.R1306-Roofing Systems adhered with hot roofing asphalt. Base Sheet:—One or more plies Type G2"GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" or"GAFGLAS@ #80 Ultima""' Base Sheet" or"GAFGLAS®Stratavent@ EliminatorT" Venting Base Sheet (Perforated or Nallable)", mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet:—One or more plies"Ruberold@ 20" or"Ruberoid@ Mop Smooth" or"Ruberoid@ Mop Smooth 1.5" or"Ruberold@ Mop Smooth Plus" or"Ruberold@ Dual Smooth", fully adhered with hot roofing asphalt. Membrane:— "Ruberoid@ SBS Heat Weld Plus FR" or"Ruberoid@ SBS Heat Weld 170 FR" or"Ruberoid@ EnergyCap— SBS Heat Weld Plus FR" or"Ruberoid@ SBS Heat Weld Plus" or"Ruberoid@ SBS Heat Weld Granule", torch applied. 56. Deck: C-15/32 Incline: 1/2 Base Sheet:—Two or more plies Type G2"GAFGLAS@ #75 Base Sheet" or"Tri-Ply® #75 Base Sheet" or"GAFGLAS@##W, Ultima"14,: Base Sheet" or"GAFGLAS@ Stratavent@ EliminatorTM' Venting Base Sheet(Nailable) , mechanically fastened. Membrane:— "Ruberoid@ SBS Heat Weld Plus FR" or T It etctltl +. `"1 p,l "or"Ruberoid@ EnergyCapTM SBS Heat Weld Plus FR" or"Ruberold@ SBS Heat Weld Plus" or"Ruberold@ SBS Heat Weld Granule", torch applied. 57. Deck. NC Incline: 1/2 Base Sheet:—"Ruberold@ Mop Smooth" or"Ruberoid@ Mop Smooth 1.5" or"Ruberoid@ Mop Smooth Plus" or"Ruberoid@ Dual Smooth", fully adhered with hot roofing asphalt or"Ruberoid@ SBS Heat Weld Smooth",torch applied Membrane:— "Ruberoid@ SBS Heat Weld Pius FR" or"Ruberoid@ SBS Heat Weld 170 FR" or"Ruberoid@ EnergyCap— SBS Heat Weld Plus FR" or"Ruberold@ SBS Heat Weld Granule" or"Ruberoid@ SBS Heat Weld Plus", torch applied. 58. Deck: NC Incline: 1/2 Insulation(Optional):— Polyisocyanurate, uniform thickness of tapered minimum 11/2-in., mechanically fastened or adhered with "LRF Adhesive M" or OMG Inc. "Olybond Fastening System", applied as a nominal 3/4-in. bead or"GAF 2-Part Roofing Adhesive", applied as a nominal 21/2-in. bead with a maximum on-center spacing of 12-in. or any UL Classified insulation adhesive, applied per the manufacturer's installation instructions. Barrier Board:— Minimum '/4-in. thick Georgia-Pacific Gypsum LLC"DensDeck@ Prime Roofboard" or"DensDeck@ DuraGuardTm Roofboard" or minimum '/4-in. thick United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G), mechanically fastened or adhered with OMG Inc. "Olybond Fastening System". Base Sheet(Optional):—One ply "Liberty' SBS Self-Adhering Base/Ply Sheet" or"Ruberoid@ SA Base/Ply Sheet", self-adhered. Ply Sheet:—One ply"Ruberoid@ SBS Heat Weld 25",torch applied. Membrane:— "Ruberoid@ SBS Heat Weld Plus FR" or"Ruberoid@ SBS Heat Weld 170 FR" or"Ruberoid@ EnergyCapT SBS Heat Weld Plus FR" or"Ruberoid@ SBS Heat Weld Granule" or"Ruberold@ SBS Heat Weld Plus",torch applied. 59. Deck: C-15/32 Incline: 1/2 Insulation(Optional):— Polyisocyanurate, uniform thickness of tapered minimum 11/2-in., mechanically fastened or adhered with OMG Inc. "Olybond Fastening System". Barrier Board:— Minimum 1/4-in. thick GP Gypsum Corp. "DensDeck@ Prime Roofboard" or"DensDeck@ DuraGuardTm Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G), with all butt joints in the barrier board staggered a minimum of 6-in. from plywood deck butt joints, mechanically fastened or adhered with OMG Inc. "Olybond Fastening System". Base Sheet(Optional):—One ply"Liberty— SBS Self-Adhering Base/Ply Sheet" or"Ruberoid@ SA Base/Ply Sheet", self-adhered. Ply Sheet:—One ply"Ruberoid@ SBS Heat Weld 25",torch applied. Membrane:— "Ruberoid@ SBS Heat Weld Plus FR" or"Ruberold@ SBS Heat Weld 170 FR" or"Ruberoid@ EnergyCapT SBS Heat Weld Plus FR" or"Ruberoid@ SBS Heat Weld Granule" or"Ruberoid@ SBS Heat Weld Plus",torch applied. 60. Deck: C-15/32 Incline: 1/2 Barrier Board:— Minimum '/4-in. thick GP Gypsum Corp. "DensDeck@ Roofboard" or"DensDeck@ Prime Roofboard" or"DensDeck@ DuraGuard— Roofboard" or minimum '/4-in. thick United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX), with all butt joints in the barrier board staggered a minimum of 6-in. from plywood deck butt joints, mechanically fastened. Base Sheet:—One ply "GAFGLAS@ #75 Base" or"Tri-Ply@ #75 Base Sheet" or"GAFGLAS@ #80 UltimaT Base Sheet" or "GAFGLAS@ Stratavent@ Eliminator— Venting Base Sheet(Perforated or Nailable)", mechanically fastened or fully adhered with hot roofing asphalt. Membrane:— "Ruberoid@ Torch FR", torch applied. 61. Deck: NC Incline: 1/2 Barrier Board(Optional).—One or more layers Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard" or"DensDeck@ Prime Roofboard" or"DensDeck@ DuraGuardT Roofboard", minimum 1/4-In. thick, or United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX), minimum 1/4-in. thick. Insulation(Optional):— One or more layers perlite or wood fiber or glass fiber or polylsogetr$te4 rihelittpQlyflo(!Vanurate composite or wood fiber/polylsocyanurate composite, any thickness, mechanically fastened or i her w(h•L jdhiesive M" or OMG Inc. "Olybond Fastening System", applied as a nominal 3/4-in. bead or"GAF 2-Part Roofilhq Adnrl�":a lildpnot nal 21/2-in. bead with a maximum on-center spacing of 12-in. or any UL Classified insulation adhesive, app a pert a l3 manu cWier's installation instructions. Base Sheet:—One ply Type G2"GAFGLAS@ #75 Base Sheet"or"Tri-Ply@ #75 Base Sheet" or"GAFGLAS@ #80 Ultima— Base Sheet" or"GAFGLAS@ Stratavent@ EliminatorT" Venting Base Sheet(Nailable)", fully aQVCd with.hot going ajWvlt..o Ply Sheet(Optional):—Three or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-1100 P144", or:G$kFGV S@ Flee Ply g" or"Tri- Ply@ Ultra-Flexible Ply 6", fully adhered with hot roofing asphalt. •• • • • • • • • Membrane:— "Ruberoid@ Mop Granule" or"Intec Flex PRF" or"ROOFMatchT SB%00difiedGranftar" 8r.'firi-Ply*"SB4Alodified Bitumen Membrane" or"Ruberold@ 30" or"Ruberoid@ 30 FR" or"Ruberold@ Mop Smooth" or"Ruberoid@ Mop Smooth 1.5" or "Ruberold@ Mop Smooth Plus" or"Ruberoid@ Mop 170 FR" or"Ruberoid@ Dual FR" or"Ruberoid@ Dual Smooth", fully adhered with hot roofing asphalt or"Ruberold@ SBS Heat Weld 170 FR" or"Ruberoid@ SBS Heat Weld Plus" or"Ruberolg%'SBS Heat Weld Plus FR" or"Ruberold@ SBS Heat Weld Granule" or"Ruberoid@ SBS Heat Weld Smooth",torch�eppliod. : : • • i • Coating:—"TOPCOAT@ EnergyCoteT Elastomeric Coating", applied at a rate of 1/2-gal:to $-g11l.*04_ip2. ; 11 • •• •• • • • •• •• httpJ/databwe.d.can/cgi-binXW/template USEXT/1FRAMEtshowpagahtml?name=TGFU.Ri306&ccnshorttl9116Roofing4Sys'tems"id`-1074351933&cf... 21/53