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RF-16-104 (2)
Miami Shores Village _ 17) S iA �_ :a_ Building Department I JAN 13 15 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 14 BUILDING Master Permit No. -2:p Cho " i®4 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC OOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION [:] SHOP 9 Q CONTRACTOR DRAWINGS JOB ADDRESS: 9 4 l �T City: Miami Shores County: Miami Dade z1g): 3,3Iap Folio/Parcel#: // 3.2 V k 0 0 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Fl000,Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):-) Phone#: Address: -9 Is ME 5 8 -'- City: A4 ) ✓1 W 1 S A b f c> State: ! Zip: 8 Tenant/Lessee Name: 5hit a Phone#: Email: h CONTRACTOR:Company Name:©!7 t'1V�U r44k1 ( J.-2 4 2, Address: J�R Z /VV City: 141 A 1-41 1 L o Yl State: Zip: Qualifier Name: JAme S I/! Q ee tr Y //t Phone#: �OS�7,�6/ State Certification or Registration#CCc `i~61 b Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: (j r� City: States:^ Zip: Value of Work for this Permit:$ 7-1 O C' J Square/Linear Footage of Work: c7 2�O 3 Type of Work:. ❑ Addition ❑ Alteration ❑ New l epai Replace ❑ Demolition Description of Work: e f 2 I ` (�J t-ki n G G r' 4-) ® a3 )d-* Specify color of color thru the: Aj et Submittal Fee$ Permit Fee$ 3�S 0 CCF$ CO/CC$ en Scanning Fee$ ` Radon Fee$ S • 4;3 DBPR$ �`GS Notary$ Technology Fee$ 3 ' LTJ Training/Education Fee$ 6-93 Double Fee$$ ��� Structural Reviews$ Bond$ ame d.A TOTAL FEE NOW DUE$ I� ° (Rev1sed02/24/2014) cj—; . c• r Minding 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. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also,a certified copy of the recorded notice of commencement must be posted at the job site for the flrst 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. O-e Signature �"'�� � s,�.�, Signatur � OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instru t was acknowledged before me this day of xwy'�y ,20 16 by ZiI day of �ec 20 /S by ���who is personally known to JAM YM es )) © eh)b u f ,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: (12 Sign• Sign :,6, f� l 1® Print: (f 44)kt-/,lam t - 116 y f-A Seal: wa�w,w� NATM A IY OWWROE Seal: CATHERINE A.DUFFIN 0FFX011 No"P -so"of F ,.•�°���Y p�°`c+; Notary Public-State of Florida my omm.Eon kw 81.2018My Comm.Expires Apr 15,2017 "'9 pa;•' Commission#FF 8417 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) CFN: 20150789686 BOOK 29889 PAGE 2093 DATE:12/15/2015 10:07:03 AM DEED DOC 4,980.00 t t HARVEY RUVIN,CLERK OF COURT, MIA-DADE CTY Andrew H.Dfunerstein Law Ffrm of Gary M.Singer,P.A. 1391 Sawgrass Corporate Pkwy Sunrise,FL 33323 9944M4448 File Number: 9000-392 rSpace Above'rbis Line For Recording Data; Warranty Deed Thus Warranty Deed made this-&day'day of December,2015 between Carolina Kattoura,a married woman whose post office address is 798 NE 98 Street, .Miami, FL 33138, grantor, and John Richard Roesset and Nicole Roesset, husband and wife whose post office address is 335 S.Biscayne Blvd.,Unit 609,Miami,FL 33131,grantee: (whamw used hereia the terms"grantor"and"grantee"Include all the parties to thts Instrument and the heirs, individuals,and the augurs and assigns of carporabons,trusts and trustees) � �,and assigns of Witnesseth,that said grantor,for and in consideration of the stun of TEN AND N0/100 DOLLARS($10.00)and other good and valuable considerations to said grantor in hand paid by said grantee,the receipt whereof is hereby acknowledged, has grunted,bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate,lying and being in Miami Dade County,Florida to-wit- LOTS 1 AND 2,IN BLOCK 70,OF MIAAG SHORES SECTION THREE,ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, AT PAGE 37, OF THE PUBLIC RECORDS OF MIAMI DADE COUNTY,FLORIDA. Parcel Identification Number:11 3206-014-2290 Grantor's spouse is joining in the execution of this instrument for the sole purpose of waiving any homestead interest in the property. Said spouse makes no representations or warranties with respect to said property or the title thereto. Together with all the tenements,hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold,the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple;that the grantor has good right and lawful authority to sell and convey said land;that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever, and that said land is free of all encumbrances,except taxes accruing subsequent to December 31,2015. DoubleThvim CFN:20150789686 BOOK 29 s t In Witness Whereof,grantor has hereunto set grantor's hand and seal the day and year first above written. Signed,sealed and delivered in our presence: Carolina Kattoura (om) Ct.c G.�r--- • State of Florida County of Broward The foregoing instrument was acknowledged before me thisday of December,2015 by Carolina Kattoura,who L]is Personally known or[X]has produced a driver's license as Wontication. [Notary Seal] No Public STAY P'N tiARY kE$SER Printed Name: (� t 1 i�,.••• * MYtXk18+lISSIgV Ir EE 878288 ,y1 �,. EXPIRES:May 7,2017 My Commission Expires r A, -..,i BomfedThivBudpelNoWySprket l9wnWYDad-page 2 DoubleThn" CFN: 20150789686 BOOK 29889 PAGE 2095 In W11leSS Whereof,grantor has hereunto set grantor's hand and seal the day and year first above written Signed, and delivered in our presence: Wihiess Name- (Seat) &nzaermichael Kattoura Witness N of l u("' State of Florida County ofiW ,�Q The foregoing instrument was acknowledged before me this—1—day of December,2015 by K,hader Mchael Kattatrra,who U is personally known or Pq has produced a driver's license jN6 ation. [Notes'seal] ubliame: ZA L }r� ANIELKA MAYORGA Nolaty Pubic•,State of Florida —may Commission Expires: 201 • GgMq*W n N FF 822417 �y Goarum.go"Sap 29-201 WW mrtyDeed-fte2 Doubleftw 12/28/2015 Property Search Application-Miami-Dade County OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On: 12/28/2015 Property Information ` Folio: 11-3206-014-2290 Property Address: 798 NE 98 ST Miami Shores, FL 33138-2531 Owner CAROLINA KATTOURA Mailing Address 798 NE 98 ST MIAMI, FL 33138-2531 Primary Zone 1000 SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 3/3/0 Floors 1 Living Units 1 Actual Area 3,658 Sq.Ft Living Area 2,952 Sq.Ft Adjusted Area 3,295 Sq.Ft Lot Size 11,300 Sq.Ft Taxable Value Information Year Built 1955 2015 2014 2013 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2015 2014 2013 Taxable Value $399,589 $396,021 $389,430 Land Value $270,921 $191,786 $153,615 School Board Building Value $266,121 $261,302 $263,366 Exemption Value $25,000 $25,000 $25,000 XF Value $21,894 $22,172 $22,449 Taxable Value $424,589 $421,021 $414,430 Market Value $558,936 $475,260 $439,430 City Assessed Value 1 $449,5891. $446,021 $439,4301 Exemption Value $50,000 $50,000 $50,000 Taxable Value $399,589 $396,021 $389,430 Benefits Information Regional Benefit Type 2015 2014 2013 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Cap Assessment Reduction $109,347 $29,239 Taxable Value 1 $399,589 $396,021 $389,430 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Sales Information Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Previous Sale Price OR Book-Page Qualification Description Board,City,Regional). 08/01/2001 $460,000 19930-1934 Sales which are qualified Short Legal Description 04/01/1996 $255,000 17189-2888 Sales which are qualified MIAMI SHORES SEC 3 PB 10-37 06/01/1989 $115,000 14167-3218 Sales which are qualified LOTS 1 &2 BLK 70 04/01/1973 $50,000 00000-00000 Sales which are qualified LOT SIZE SITE VALUE OR 19930-1934 08 2001 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/discla!mer.asp Version: ACOO CERTIFICATE OF LIABILITY INSURANCE DATE(MMI°DfY"") 16-� 10/1/2015 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 NCONT A ACT Sandra LaRue Frank H. Turman, Inc. PHONE -5050 FAX ALC ,L (954)943No No):(954)942-6310 1314 East Atlantic Blvd. F-MAIAORR .sandr0furmaninsurance.coin P. 0. Bos 1927 INSURERS)AFFORDING COVERAGE MAIC 0 Pompano Beach FL 33061 INSURER AAmTrust Int'1 Underwriters Ltd INSURED INSURER B Bri efield Employers Ins CO 10701 Obenour Roofing Sheet Metal & Supply Co INSURERC: 9822 NE 2nd Ave INSURER D: Suite 9 INSURER E: Miami Shores FL 33138 INSURERF: COVERAGES CERTIFICATE NUMBERCL1510154961 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADD POLICY EFF POLICY EXP LTR POLICY NUMBER MMID MM/DD LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS-MADE F—x1 OCCUR PREMISES Ea occune $ 100,000 PAL105134001 6/1/2015 6/1/2016 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 HPOLICY X JEC F LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: Deductible. $ AUTOMOBILE LIABILITY CO BINED SINGLE I I $ E accident ANY AUTO BODILY INJURY(Per person) $ ALL UT�ED SCHEDULED AUTOS ABODILY INJURY(Par accident) $ HIRED AUTOS NON-OWNED PAUTOSPR�OPEtiRd rtDAMAGE $ UMBRELLA LIAS OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION $ WORKERS COMPENSATIONPER OTH- AND EMPLOYERS'LIABILITY YIN 8 STATUTE ER ANY PROPRIETOR/PARTNER/EXECu*nE.L.EACH ACCIDENT $ 100,000 a B OFFICERIMEMBER EXCLUDED? N/A (Mandatory In NH) 083036966 10/6/2015 10/6/2016 E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,descxibe under DESCRIPTION OF OPERATIONS below I E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached I more space is required) Roofing and Sheet Metal Contractor, Classification 5551 Roofing, Classification 5535 Sheet Metal CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City Of Miami- Shores THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Village ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Ave Miami Shores, FL 33153 AUTHORIZED REPRESENTATIVE �/� Dirk De Jong/SL ' "" ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS025 r2ol4mi RICK SCOTT,GOVERNOR �- KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION � CONSTRUCTION INDUSTRY LICENSING BOARD 'CCC014306 g' The RQ:OFiiVG CONTRACTOR Named below fS CERTIFIED = " Uc�er the Rravisions of Chapter 489 FS. Ex jia�tQrf': ate: AUG 31,2016 - - €NOtfi t JAMES O ' OBENOUf 3138 a ISSUED: 07/24/2014 DISPLAYAS REQUIRED BY LAW f , 1 SEQ# L1407240001011 000040 , n. ��rs wo; { v a re g M y o ¢ S rt r vs rp'r', tr' R] - 4 �• ? S-` 2 L l ' :3 r {tY k '101 [[�Cv�yyra>»{ �9IIE lUI11.1 5i � OtJ£v 10001,01 . :1 r s i�1ti I�$ 81}�� tld; OWN SEC.TYPE OF B PAYMENT LLECTRECEIVO `: pNR1z00FlN SHEET1L& 196 SPECIALTY R BY TAX f:OLLEC��R" £CC0143Q6 X100.00 08/25/2015 V t1 {s) 15 -HECK2]-15-11,7164 Busmesstax.The Race qs not a Iwense, This-t�oeYtBusme ` eipt o Pa Hoidaie 4 P�7F �nq poveEameMal pejttst ;carttfl the hol liticetto the bu$ia,+Fi q� omeMat 7lav rquireme � o -276 gyjgggE{q }NO.abonust be d on ett cotRmeroiai�i�tit les ml;a �r. nation,vial# 't ` R Miami shores Village 6fff ffff0 Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 aWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, Fl 33138 )) Re: Owner's Name: .e. Property Address:_- �- Rooftng Permit Number: Dear Building Official: 1 -TJ0J R •?®�. certify that I am not required to retrofit the roof to wall connections of my building because: ehe just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions of 1994 edition of the South Florida Building Code(1994SFBC) �"' z � g• Jew c.sscT Signature Print Name State of Florida County of Dade The undersigned, being the first duly swom,deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this-5A ay of.,,_TU��a2016 , *AT"MDNTEWRDE Notary Public, Sate of Florida at Large NOWY POW-sWe of FWW COMIOWN•FF 209391 iayr COMM-Expires Mar 31.2019 • When the Just valuation of the structure foru p rise of ad valorem taxation is equal to or more than$300,000.00,and �• SFBC.Then you must provide a building application from a General contractor for the Roof to Wall conneclion Hurricane Mitigation. Revised on 5/21/2009 NOTICE OF COMMENCEMENT C FN 2016R>t,O21065 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TiME OF FIRST INSPECTION OR 8s4 299�2 Ps 2049 (1Pas? NOP RECORDED 01/12/2016 11:38<51 HARVEY CLEK OF PERMIT NO. TAX FOLIO NO. �1 30� b60142,2'g() MIAMI-DADEICOUNTYY FLORIDART STATE OF FLORIDA: COUNTY OF MiAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real 'r i property,and in accordance with Chapter 713,Florida Statutes,the following information Is provided in this Notice of Commencement. Space above reserved for use of recording office i.Legal description of property and street/address: At 15 � � A,i) 4wf 2.Description of Improvement: 1 �, e 3.Owner(s)name and address: '7 A 14 .V 7 t cG— $7` r'c 3 ! ;b interest in property: 12 Name and address of fee simple titleholder: 4.Contractor's name,address ano phone number: / 5.Surety:(Payment bond required by owner from contractor,if any) Name,address and phone number: Amount of bond$ 6.Lender's name and address: S • FL COtlNTY OI+DAM 7.Persons within the State of Florida designated by Owner upon w n c o t ine �t4�'a sery y Section 713.13(1)(a)7.,Florida Statutes, wz doy of Name,address and phone number: --....a.__ ,kD.29 a IM 490 kly B.In addition to himself,Owners designates the following person(s)g re lv copy of nor s ce as pro 713.13(1)(b),Florida Statutes. C. ew Name,address and phone number: 9.Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a different date Is speoined) WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART 1,SECTION 713.13.FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWiCE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FiRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signatures)of Ownr er( 'Authors Offlcer/t}irector/Partner/Manager Prepared BY � Prepared By Print Name �zrywm R. / ags5-er Print Name Title/Office Tltte/Office STATE OF FLORIDA �A ` COUNTY OF MIAMI-DADE .�, The foregoin i ment was acknowledged afore ma this day of .: By 1j 0 r S'S C11rjdIvIdualiy,or ❑as for ersonally known,or ❑produced the following type of IdentiFi Signature of Notary Public: Print Name: c RINE A.DUFFIN (SEAL) -WA-M �: ry u c- ate of Florida VERIFICATION PURSUANT TO SECTION 92 525 FLORIDA STATUTES � mMY Comm.Expires Apr 152017 %. oFr� � Commission#FF 8417 Under penalties of perjury, 1 declare that I have read the foregoing and '"������"' Bonded Through National Notary Assn. that the facts stated in it are true,to the best of my knowledge and belief. Signature(s)of Owner(s)or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above: By By 123-01-52 PAeE3 W12 f Sees Miami s Village soon Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 '"�OR1DI� Tet: (305)795.2204 Fax: (305)756.8972 RE: Permit# "" "`��" n'C" DATE: oZ INSPECTION AFFIDAVIT I Q,IYI,PS 1d• licensed as a(n)Contractor!Engineer/Architect, (Pft om and Cwde Ucem Tym) FS 468 Building Inspector License#: l 01�30& On or about o't It - 1 1 did personally inspect the roof deck nailing work at 01iV iP (CompleteJob Site Dress) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit ManuW(BaSsead553.844 F-S) ature State of Florida County of Dade: The undersigned, being the first duly swam,deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of Notary Public,Sate of Florida at Large Notary Punic State at Ffo ft . Sarmira oee Hart f4Y Commission FF 01OW �lltes 0481/2017 'Genera(,Butt,Resided,or RooBrg Contractors or any it uai MOM tier 468 F.S.to nwW std►an Ift roof aria Peft#arui adSra# warn madted on the deck for ea h kmpedm Miami Shores Village E p 10050 N.E.2nd Avenue NE "' 3 x " Miami Shores,FL 33138-0000 Phone: (305)795-2204 t v a u�y d(' awx 3. ;nr E Prof Address Parcel Number Applicant 798 NE 98 Street 1132060142290 Miami Shores, FL 33138- Block: Lot: JOHN ROESSET Owner Information Address Phone Cell JOHN ROESSET 798 NE 98 Street (917)621-6251 MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $43,815.00 OBENOUR ROOFING SHEET METAL 1305-757-2612 5263 -•- �-•~ - Total Sq Feet: 5263 Type of Work:Re Roof Available Inspections: Additional Info:REROOF ENTIRE WITH NEW BORAL SAXONY Inspection Type: Classification:Residential Tin Cap Scanning:4 Final Roof Roof in Progress Renailing Affidavit Review Roof Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-1-16-W332 CCF $26.40 DBPR Fee $5.63 01/20/2016 Check*7969 $918.66 $50.00 DCA Fee $5.68 01/13/2016 Check#:7959 $50.00 $0.00 Education Surcharge $8.80 Bond*2966 Permit Fee-New Roof $375.00 Scanning Fee $12.00 Technology Fee $35.20 Total: $968.66 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I 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 AFFIDAV : cert' that allAh00irlize regoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction a d g. Fut rmor , the above-named contractor to do the work stated. 111, January 20,2016 orized Signatu .Owner / Applicant / Contractor / Agent Date Building Department Copy January 20,2016 1 171 a JAN 13 2 15 1W-W B I-3yY:. SECTION 1524 HIGH VELOCITY HURRICANE ZONES–REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope.As it pertains to the section,it is the responsibility of roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of the section.The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations.Additionally,the following items should be addressed as part of the agreement between the owner ant the contractor.The owner's initial in the designated space indicates that the item has been explained. 2. Renalling wood docks:When replacing roofing,the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior to removing the existing roof system). 4. JZZ Exposed Coiling:Exposed,open beam ceilings are where the underside of the roof decking can be viewed from below.The owner may wish to maintain the architectural appearance;therefore, roofing nail penetration of the underside of the decking may not be acceptable.This provides the option of maintaining the appearance. 6. -�--70verflow scuppers(wall outlets):It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimetededge wall or other roof extension may block this discharge if overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R440 , 4403 nd R4413. ntractor Signature Owner/Agerre Date Date Ile AIE 96-s';r. Property Address Permit Number ' — Revised on 7/9/2009 LD;07/01/2015; Q—-f- 16 0 C/ Miami sjores 110 viii, AltPROVE-D By ' % DATE ZUING DEPT T i'0 T 1--p F PT COMPLIANCE WITH ALL FEDERAL FS AND RFMJLATjnM,,3 T I! ROOF ASSEMBLIES AND ROOFTOP STRUCTURES ® SECTION'525 1 HIGH-VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION 1 Florida Building Code 5th Edition(2014) 1 High-Velocity Hurricane Zone Uniform Permit Application Form 1 1 INSTRUCTION PAGE 1 1 1 COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT 1 APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: 1 Roof System Required Sections of the Attachments Required 1 Permit Application Form See List Below 1 Low Slope Application A,B,C 1,2,3,4,5,6,7 1 Prescriptive BUR-RAS 150 A,B,C 4,5,6,7 1 Asphaltic Shingles A,B,D 1,2,4,5,6,7 1 Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 1 Metal Roofs A,B,D 1.2,3,4,5,6,7 1 Wood Shingles and Shakes 1 A.B,D 1,2,4,5,6,7 9 Other As Applicable 11,2,3,4,5,6,7 1 1 ATTACHMENTS REQUIRED: 1 1. Fire Directory Listing Page 1 1 2. From Product Approval: 1 Front Page 1 Specific System Description 1 Specific System Limitations General Limitations 1 Applicable Detail Drawings 3. Design Calculations per Chapter 16,or if applicable,RAS 127 or RAS 128 1 4. Other Comment of Product Approval 1 S. Municipal Permit Application 1 6. 1 Owners Notification for Rooting Considerations(Reroofing Only) 1 7. Any Required Roof Testing/Calculation Documentation ii .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... ... . .. . . . . . . . . . .. . .. .. . . ... . . . . ... . . 1&36 ` i i.�•i i i i bADA BUILDING CODE--BUILDING,5th EDITION(2014) C°r' 1 to,Er'li&�$'a byif,11~C(t'L R?d�i's'MERBED);eo"SW by Elic=Palacio on Jun 8,241510:32 12 AM pursuant to Uce m Agreement No fiuther reproductions autTwrind. t � ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Cade 5th Edition(2014) 1 High-Velocity Hurricane Zone Uniform Permit Application Form. 1 1 Section A(General Information) 1 1 Master Permit No. Process No. 1 Contractor's Name 2 U f V 1 Job Address 1 ROOF CATEGORY 1 Low Slope 13Mechanically Fastened Tile \f am Set Tiles 1 ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes 1 ❑ Prescriptive BUR-RAS 150 1 ROOF TYPE 1 ❑ New roof ❑ Repair ❑ Maintenance emoting ❑ Recovering 1 ROOF SYSTEM INFORMA7eN 1 Low Slope Roof Area(SF)4� Steep Sloped Roof AREA(SSF) Total(SF)--9 6 1 1 1 Section B(Roof Pian) 1 Sketch Roof Plan:Illustrate all levels and sections, roof drains,scuppers,overflow scuppers and overflow drains.Include dimen. 1 sions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. 1 1 tw 1 1 1 1 � 1 1 1 1 1 3(� 1 1 . . . . 4 . . .. 1 Io . . . . . 1 1 • 1 . .iii FLORIDA BUILDING CODE—BUILDING,jth."r"T •014) • i 15.37 NINE= 1 , ' Copyright ts,�llwnaed b}wt IC1{t�1,L.T�"VED?:accessed by Ellam Palacio on Jun 8.201510:32:12 AM Agreement.No further reproductions authorized. pursuant to lia nse f ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florlda Building Code 5th Edition(2014) 1 High-Velocity Hurricane Zone Uniform Permit Application Form. e 1 1 Section C(Lour Slope Application) Top PI F er i y 1 Fill in specific roof assembly components and identify 1 / manufacturer Surfacing: 1 / (if a component Is not used,Identify as"NA"j g: Fastener Spacing f chorBase Sheet Attachment: / System Manufacturer.__ 1 Field:,f' "oc @ Lap,#Rows @__I.oc i 1 Perimeter. C "oc La #Rows�@ � "oc 1 1 Product Approval No.: l o � Q � @ P� / Design Wind Pressures,From RAS 128 or Calculations:0� rrP- Number of Fasteners PerComer. "oc @Lap,#Rows �' @ 6 "oeon Board;l�P1: �. P2:' _ P3::Max.Design Pressure,from the sped c product Field Perim Comer / 1 approval system: 4-9 illustrate Components Noted and Details as Applicable: / / Deck: Woodblockin ,Gutter, Edge Termination, Stripppping,Flashing, 1 1 Continuous Cleat,Cant Strip,Base Flashing,Counterflashing, / / Type: Coping,Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base 1 1 GaugetThickness: Flashing, Component Material, Material Thickness, Fastener 1 1 Type,Fastener Spacing or Submit Manufacturers Details that 1 1 Slope' Comply with RAS 111 and Chapter 16. 1 1 Anchor/Base Sheet&No.of Ply(; I; ,� / 1 Anchor/Base Sheet Fastener/Bondingaterial: / / a 1 1 insulation Base Layer A FT. / 1 1 / Base Insulation Size and Thickness: Parapet 1 Height 1 Base Insulation Fastener/Bonding Material: 1 ,, e%� d / Top Insulation Layer , ^07 yd r o Top Insulation Size and Thickness: Id -A �p PlywOO4, Mean 1 ! Top Insulation Fastener/Bonding Material: / It Roof f1 e V.,!rt/v- �j1r/� t�So Height Base Sheet(s)&No.of Ply(s ._`.- 6' 1 / Basa S eet Fast ner nding Material: •. •.• • • • • ,. 1 Ply Sheet(s)&No.of Ply(sj I � (��� 1 / Ply Shee as enerBonding Material: • 0#0 9:0 ••. . 1 • . � Top PlyM.Lo A f .,_ L . • 1 1 15.38 ' i i jg[gjNj in i i :geQjIDA BUILDING CODE—BUILDING, UILDING, h EDITION (2014)Cpr � yC(1UI OMSgMEWED):accesdbyEH=Palciooln8,201510:32:12AMpuruantto L� nse Av-m-L No fludw reproductions autborizw. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Sth Edition(2014) r High-Velocity Hurricane Zone Uniform Permit Application Form 1 1 Section D(Steep Sloped Roof System) . 1 Roof System Manufacturer. (� ! Notice of Acceptance Number: Minimum Design Wind Pressures,If Ap icable(From RAS 7 or al lations): 1 P1: P1: A P1: 1 e 1 Deck T 1 ype� 1 Rcqj Slope: Type Underlayment: 1 12 Insulation: 1 I Fre Barrier: Iq1 1 1 Rage Ver til do ? Fastener Type&Spacing: 1.10 S I °� Adhesive Type: � e 1 Type Cap Sheet: 1 _ 1 Mean Roof Height: Roof Covering: �' 1 U U 1 Type&Size Drip1 Edge: 1 � 1 1 e .. ... . . . . . .. . .. . . . . ... . . ... . ... ... . ... ... . . . . ... . . FLORIDA BUILDING CODE--BUILDING,;ith IDM4NIA64); ; . ; 15.39 11 ! CoPyr'9` 4W li•`fin t;.11%N411PH:fRRVED);accessed by Elieur Palacio on Jun S.2015 10.32.12 AM pursuant to License Agreement.No fiwdwr rgmductiow authorlw& t t ROOF ASSEMBLIES AND ROOFTOP S'T'RUCTURES ® Florida Building Code 5th Edition(2014) 1 1 High-Velocity Hurricane Zone Uniform Permit Application Form. 1 1 1 Section E(Tile Calculations) / For Moment based tile systems,choose either Method 1 or 2.Compare the values for M,with the values from NIS.If the N4 values / are greater than or equal to the M,values,for each area of the roof,then the file attachment method is acceptable. 1 Metho Moment Based Tile dations Per RAS 127" 1 (P1 � x74, ei 0' - Mg:-7, =Mn ' Product Approval M, e 1 (P�x1�!� O ' M a o =M Product A r (P3 D . x�,o PP Oval Mt / _Z�G__ -N� I Product Approval K Method 2"Simplified Tile Calculations Per Table Below" 1 Required Moment of Resistance(M,)From Table Below Product Approval Mt 1 Mr required Moment Resistance* 1 Mean Roof Height / Roof Slope 15' 20' 25' 30' 40' 1 2:12 34.4 36.5 38.2 39.7 42.2 / 3:12 32.2 34.4 36.0 37.4 39.8 / 4:12 30.4 32.2 33.8 35.1 37.3 1 5:12 28.4 30.1 31.6 32.8 34.9 1 6:12 26.4 28.0 29.4 30.5 32.4 / 7:12 24A 25.9 27.1 28.2 30.0 1 *Must be used In conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and / Appeals. / 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 / equal to the Fr values,for each area of the roof,then the tile attachment method is acceptable. 1 Method 3"Uplift Based Tile Calculations Per RAS 127" x w.`2�)-W: x cos 8 =Fr, Product Approval F' / (P2: x L = x W.=_ )-W. x cos 8 =F2 Product Approval F' 1 (P3 x L x w:= y_)-W x cos 8 =Fi3 Product Approval F 1 1 Where to Obtain Information / Description Symbol Where to find 1 Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 1 Mean Roof Height H Job Site 1 Roof Slope 8 Job Site 1 Aerodynamic MuMplier Product Approval / Restoring Moment due to Gravity Me Product Approval / Attachment Resistance •• ••• Mt Product Approval / Required Moment Resistance • • ; ; ; ; Calculated / Minimum Attachment Resistance ••• •• •��� • • • • • Product Approval / Required Uplift Resistance Fr Calculated / Average Tile Weight . 0.0 •W r • Product Approval / Tile Dimensions • • V =len We width. ; roduct Approval / All calculations must be submitted to thg p!►Udl§a office pt tt"Ime o Perkt;applicafion. 1 15.40 ` • i i•a i i FLI)RIDA BUILDING CODE-BUILDING,5th EDITION(2014) iglipiq,l + f / Copt tS' &seq. M 12N RVED);accessed by Eric=Palacio on Jun B.20151032:12 AM pmauot to License Agnea t. o futtber reproductions ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) 6 High-Velocity Hurricane Zone Uniform Permit Application Form Section D(Steep Sloped Roof System) • i� II Roof System Manufacturer: o Q Notice of Acceptance Number. Minimum Design Wind Pressures,if A 011cable(From RAS 7 or Calculations): P1:�� P1: l Deck Type: 0 Type Underlayment: )j Z Z G 3u Roeop 12 Insulation: i1 Fire Barrier: PR Ridge Verlti tip? � Fastener Type&Spacing: 3 `` f�. r� ,�e•4� l�- / 07 �- • Adhesive Type: �, a o" Type Cap Sheet: T� f d Mean Roof Height: Roof Covering: r_Ae Type&Size Drip �' ! !g"w Edge: .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . 0:0 a ... 0:0 . . .. . .. .. . . ... . . . . ... . . FLORIDA BUILDING CODE--BUICDINV,ftI:EIITVN 0011C 15.39 MINIMUM1 1 1 ml ��otlRxr�ed�y,1t7C(AI!!lRTOIYI S RESERVED):aceossed by Eliew Palacio on Jan 8,2015 10.32,12 AM pursuant to Uceeso A$rcemettt.No fitther�i:prot�t�titins�inhori2�d. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) 1 1 High-Velocity Hurricane Zone Uniform Permit Application Form. 1 1 1 Section E(Tile Calculations) For Moment based tile systems,choose either Method i or 2.Compare the values for M,with the values from Mt.if the Mr values 1 are greater than or equal to the Mr values,for each area of the roof,then the file attachment method is acceptable. 1 Method 1 'Moment Based Tile Calculations Per RAS 127" 1 (P1 x R Je= -Mg:�=M,, Product Approval Mt ' 1 (P2W xX-2-c=/ -Mg:�`M2 ® Product Approval K 1 (P f XX 24c, -Mg:��_M,� � Product Approval Mt 1 Method 2"Simplified Tile Calculations Per Table Below* 1 Required Moment of Resistance(Mr)From Table Below Product Approval AAt 1 Mr required Moment Resistance* 1 Mean Roof Height 1 Roof Slope 15' 20' 25' 30' 40, 1 2:12 34.4 36.5 38.2 39.7 42.2 1 3:12 32.2 34.4 36.0 37.4 39.8 1 4:12 30.4 32.2 33.8 35.1 37.3 1 5:12 28.4 30.1 31.6 32.8 34.9 1 6:12 26.4 28.0 29.4 30.5 32.4 1 7:12 24.4 25.9 27.1 28.2 30.0 1 *Must be used in conjunction with a list of moment based tile 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 tile attachment method is acceptable. 1 1 Method 3"Uplift Based Tile Calculations Per RAS 127" (P1: x L - x w:_ )-W. x Cosg =F, Product Approval F 1 {P2 x L = x w:__J-W. x cos g =F2 Product Approval F' 1 (P3 x L x w:=�_)-W x c os 0_=F,3_ Product Approval F 1 1 Where to Obtain information 1 Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 1 Mean Roof Height H Job Site Roof Slope 0 Job Site 1 Aerodynamic Multiplier X Product Approval Restoring Moment due to Gravity M8 Product Approval 1 Attachment Resistance •• *00 • ••• Product Approval 1 Required Moment Resistance - .. . - . ... - Calculated 1 Minimum Attachment Resistance • 000 •• f' • 0-00 Product Approval 1 Required Uplift Resistance F Calculated 1 Average Tile Weight *• •;•- •• •r •:• ••• Product Approval 1 Tile Dimensions - in =4en W= dtt; Product Approval All calculations must be submitted tttthe MilldingWdallat the fiche ofpermit application. 1 15'40 • ••00 : : : 00 -: FLORIDA BUILDING CODE--BUILDING,5th EDITION(2014) CopSrt4g�t t3 or u4sed ly.icL11A.L11t1oHT%RESERVED);accessed by Eliezea Palacio on Jun 8,201510:32:12 AM pursuant to License Agreement.No further reproductions authorized. 9 MIAMW is 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.miamidademov/oera Boral Roofing LLC. 7575 Irvine Center Drive,Suite 100 Irvine,CA.92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony(Shake,Slate,Split Shake)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 ent fh NOQ:s4M by 1:rce4gedp the user by the manufacturer or its distributors and shall be available for inspection at the-job,sle at$heregae8t of the Building Official. This renews NOA# 12-0308.25 and co"i$s of pagg§•1 thrpngh$. The submitted documentation was;r*ietved bl Rle):Tigera: % % .. . . - •• ••• NOA No.: 12-0904.12 MIAMb�U1DE COUNTY •••. ••• Expiration Date: 12/16/17 • • • • Approval Date: 12/06/12 • • • • • • • • • • Page 1 of 8 • •• •• • • • •• •• ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This renews and revises a system using Saxony (Shake, Slate and Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described in Section 2 of 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 section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Monier Lifetile LLC 1= 16%2" TAS 112 Flat,interlocking,high pressure extruded concrete Saxony(Shake, Slate and w= 12-3/8" roof tile equipped with two nail holes. For direct Split Shake)Tile .6"thick deck or battened nail-on,mortar or adhesive set applications. Trim Pieces 1=varies TAS 112 Accessory trim,concrete roof pieces for use at Hips, w=varies rakes,ridges and valley terminations. varying thickness Manufactured for each tile profile. 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales,FL. 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III PA 102&PA 102(A) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. PA 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering,Inc. PA 101 (Adhesive Set) The Center for Applied 25-7183-6 Static Uplift Testing Feb. 1995 Engineering,Inc. PA 102 •• ••• •• (2 Quik-Drive Screws,Direct Deck) The Center for Applied Static Uplift Testing Feb. 1995 Engineering,Inc. •• 6 0 a a * 0 : '. PA 102 .. ... .. . . . .. (2 Quik-Drive Screws,Battens) The Center for Applied ••• 25-7214-1 •• Static Uplift Testing March, 1995 Engineering,Inc. PA 102. . . . . % .' :. . ;. ; :(1 Quik-Drive Screw,Direct Deck) NOA No.: 12-0904.12 htuuHan ;��� Expiration Date: 12/16/17 : : : ':' : : Approval Date: 12/06/12 ..... . . • : : : • Page 2 of 8 ... . . . ... 0. . . . . . . . . . . .. .. 0 s 't 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/RenoDate The Center for Applied 25-7214-5 Static Uplift Testing March, 1995 Engineering,Inc. PA 102 (1 Quik-Drive Screw,Battens) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix H PA 108(Nail-On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 PA 108 (Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 PA 108(Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-77 PA 100 Celotex Corporation Testing 520109-1 Static Uplift Testing Dec. 1998 Service 520111-4 PA 101 Celotex Corporation Testing 520191-1 Static Uplift Testing March 1999 Service PA 101 Walker Engineering,Inc. Calculations Aerodynamic Multiplier June 2007 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. Calculations Two Patty Adhesive Set System April 1999 Walker Engineering,Inc. Calculations Restoring Moment Due to Gravity June 2007 Nutting Engineering 129 TAS-112 Jan.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 underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. •• 00: • , • • • • 3.5 30/90 hot mopped underl�lymdI4 VIJi*t1pVCaafbe installed perpendicular to the roof slope unless stated otherwise by the underlaymengmattlial tmAufacMers published literature. 3.6 This acceptance is for wo2o.deck,tppJWtion,&Yhl mum deck requirements shall be in compliance with applicable building c$dc: : : • : : : : MIAMFDADE COUNTY NOA No.: 12-0904.12 ... , • • • ••• + • Expiration Date:12/16/17 • • • • • • + • Approval Date: 12/06/12 i i• 00 i i: •••: Page 3 of 8 . S s 4. INSTALLATION 4.1 Saxony (Shake, Slate and 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 (W) and Dimensions (1 x w) Tile Profile Welght W(Ibfl Length-1 (ft) Width-w(ft) Saxony(Shake, Slate and Split 11.8 1.375 1.02 Shake)Tile Table 2: Aerodynamic Multipliers -.% (ft) Tile %(ft ) (ft) Profile Batten Application Direct Deck Application Saxon Shake, Slate and Split Shake Tile 0.185 0.200 Table 3: Restoring Moments due to Gravity-M9 (ft-lbf) Tile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or Profile greater Saxony Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct (Shake, Deck Deck Deck Deck Deck Deck Slate and 6.63 7.14 6.56 7.07 6.47 6.97 6.34 6.83 6.18 6.66 6.02 6.48 Split Shake) Tile .. ... . . . . . .. • •• • : %: . • • . • . .. ... .0 .0 . . .. . ••• . ... ••• . . . . . •• .•• NOA No.:12-0904.12 MIAMhDADE COUNTY Expiration Date: 12/16/17 Approval Date:12/06/12 • • '•' Page 4 of 8 • • . • . . . . . . . •. .. . • . .• .. ..• . . • .•. • . Table 4: Attachment Resistance Expressed as a Moment -Mf(ft-lbf) for Nall-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19/32" plywood) Saxony(Shake, 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate and Split 1-10d Smooth or Screw 7.3 9.8 4.9 Shake)Tile Shank Nail 2-10d Smooth or Screw 14.0 18.8 7.4 Shank Nails 1 #8 Screw 30.8 30.8 18.2 2#8 Screw 51.7 51.7 24.4 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip) 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip) Table 6: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxon Shake, Slate and Split Shake Tile Adhesive 31.3 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3M 2-Component Foam Roof Tile Adhesive AH-160.Average weight pera 8 grams. Table 7: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony(Shake, Slate 3M 2-Component Foam Roof Tile Adhesive AH-160 118.9 and Split Shake)Tile 3M 2-Com onent Foam Roof Tile Adhesive AH-160 40.4 3 Large paddy placement of 45 grams 4 Medium paddy placement of 24 grams • • .. . .. . . . . ... . .. ... .. . . . .. . •.• . ••• ••• . .. . . . . . . . . • .. . .. .. . . •• •• NOA No.: 12-0904.12 MIAM!•a PROVE NTY Expiration Date:12/16/17 "' ' ••• Approval Date: 12/06/12 Page 5 of 8 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Table 8: Attachment Resistance Expressed as a Moment- Mf(ft-Ibf) for Mortar or Adhesive Set Systems Tile Tile Attachment Proflle Application Resistance Saxon Shake, Slate and Split Shake Tile Mortar Set 43.9 5 Tile-Tite Roof Tile Mortar. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami-Dade County Product Control Approved". Or BORAL-LIFETILE BORAL ROOFING LLC,SAXONY TILE(LAKE WALES FL) LOCATED UNDERNEATH TILE 6. BUILDING PERmrr 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. .• ••• . . . . . •• . .. ... .. . . . .. . ... . ... ••• . CMAWNOA No.:12-0904.12 -H .1 COUNTY Expiration Date: 12/16/17 . . • Approval Date: 12/06/12 ' . ' "' ' ' . Page 6 of 8 . . . . . . . . . .. •• • • . .• .• PROFILE DRAWINGS NAIL HOLES • • 16116 ( k 17 OVgRLAY 12 Ur WATERLO CK SAXONY CONCRETE ROOF TILE(SLATE MODEL) as db • • • je X SAXONY•CQNE ROOD TdI. JSPL1T SHAKE MODEL) 00e 0 Gee NOA No.: 12-0904.12 M44MFD�►DE COUNTY Expiration Date:12/16/17 • . . • * 0 Approval Date: 12/06/12 • "' ' ' Page 7 of 8 . . • • • • . • . • • •. .. • • • .. .. ... . . . ••• • . g '`.,,, •, � ^-.`e "', `moo„,•,,Y• ` •, SAXONY CONCRETE ROOF TILE(SHAKE MODEL) END OF THIS ACCEPTANCE .• ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. :0 000 : 00 V NOA No.: 12-0904.12 APPROVED Expiration Date:12/16/17 see 0 • • ••• • Approval Date: 12/06/12 Page 8 of 8 MIAH MIAMI-DADE COUNTY =is PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy 3M Company 3M Center Building 0220-05-E-06 St.Paul,MN.55144-1000 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:3Mrm 2-Component Foam Roof Tile Adhesive AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job-ire at'Eha'�a�que�t o tAe�dilding Official. . .. . • . • ••. . This NOA revises NOA 13-0502.02 and oWsist-s ofpagcrs.;tkr4ugh 11. The submitted documentation was reviewed by Alex Tigera. . ... . ... ... . ' • • NOA No.: 14-0805.01 M t e5. Expiration Date: 05/10/17 • . . . . • •.• • Approval Date:09/04/14 s i i•i i i : Page 1 of 11 • •• •• • • • •• •• ••• • • • ••• • • I ROOFING COMPONENT APPROVAL, Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as described in this Notice of Acceptance.For the locations where the design pressure requirements,as determined by applicable building code,do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat,low,and high profile roof tile systems using 2-Component Foam Roof Tile Adhesive AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Descriotion Specifications 3MTM 2-Component N/A TAS 101 Two component polyurethane foam adhesive Foam Roof Tile Adhesive AH-160 Foam Dispenser N/A Dispensing Equipment RTF1000 ProPack®30&100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Prove Test Results Density ASTM D 1622 1.6 lbs./ft 3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Fe Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40°F.,2 weeks •" ": : : .'. ; .0F6.8%Volume Change @158°F., 100%Humidity,2 • •• . . • • • Zveaks Closed Cell Content ••ASTibi 648W : ;61W Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods arJlre subjec$to aormalMaaWacturing variation. .. . . 0. . . : : : • • • • +' 0' '•' NOA No.:14-0805.01 MIAMaOWDE COUNTY JAPPROVED1 Expiration Date: 05/10/17 ••• • • • . •®� • • Approval Date:09/04/14 ' ' ' • • • • • Page 2 of 11 • • • • • • • • • • ••• • • • ••• • • EVIDENCE SUBMITTED: Test Aaencv Test Identifier Test Name/Repo rt Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp.Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LpArrATIONS: 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MT'2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low,&high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Mm 2-Component Foam Roof Tile Adhesive AH- 160 roof file adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have��qu�lit.v as audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Ad4xinisft4iv%Vc:1e, ; ; . •• • • • • •.• . .. . . . . . . . . . .. . .. .. . . ••• NOA No.: 14-0805.01 aMMA D,COIJMY Expiration Date: 05/10/17 ... . . . . ... . Approval Date:09/04/14 Page 3 of 11 . . . . . . . . . . INSTALLATION: 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH- 160. 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3M Company.3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the"A" component and the"B"component shall be maintained between 1.0-1.15(A): 1.0 (B)• 6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF1000 or ProPack®30& 100 dispensing equipment only. 7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH-160 has been dispensed. 9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in accordance with the'Placement Details'herein. Each generic tile profile requires the specific placement noted herein. •• . • • . • . .. . . . . ... . . *0: . . . . .. ... .. . . .. . ... . ••• •.• . .. . . . . . . . . ' ' ' NOA No.: 14-0805.01 Mu4Mao�►De coavrtr Expiration Date: 05/10/17 ... . . . . ... . . Approval Date:09/04/14 ' Page 4 of 11 . . . . . . . . . . . •• ••• ••• . .. .. ••• • ••• • • Table 1:Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High All Eave Course 17-23 sq.inches 45-65 Profiles Flat,Low,High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat,Low,High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq.inches at overlap Two-Piece Barrel(Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams per bead edge)20-25 sq. inches each bead Two Piece Barrel(Pan Tile) Two Piece 65-70 sq.inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved" or the Miami- Dade County Product Control Seal as shown below. MIAMFDADE COUNTY ,...• BUILDING PERMIT REQUIImEmEws: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. 0 000 . .. . . . . ... . .. ... .. . . . .. • •d• • y•• ••• •• • • • • • • • • hk `• • ••• • • • NOA No.:14-0805.01 C�4DE COUNTY ... Expiration Date: 05/10/17 .•• . • • . .•. . . Approval Date:09/04/14 r � • • • •••: ! + : Page 5 of 11 • • • • • • •• •• • • • •• •• ADHESIVE PLACEMENT DETAIL# 1 ranaONMW,. TOO F1aVLow Profile Tile ohm 1. Starting at the eave course,apply a minimum 2" 50.8 mm x 10' 254 mm x 1 25.4 mm foam S paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. � 11-5 2. Continue in same manner.Insure approximately 17 ° (109.7 cm)—23 (148.4 cm)square inch adhesive ,V, contact with the underside of the tile. no, Medium Profile/ Double Pan Tile �ad�ee�fr �_^y__� ►a 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner.Insure approximately 17 (109.7 cm)—23 (148.4 cm)square inch adhesive contact with the underside of the rile. �'�• — Po p f '� High Profile/Single Pan Tile 1. Starting at the eave course,apply a minimum 2" �. (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the aft overlock of the tile being set. 2. Continue in same manner.Insure approximately 17 ° (109.7 cm)—23 (148.4 cm)square inch adhesive `�`� : : ••• : aonMet with the underside of the tile. %: . :rte,► . . . . . . 16 .. . . . . . . . . . .. . .. .. . . •• ••• NOA No.:14-0805.01 LuvL anace coJAPPROVEDI urt tr Expiration Date: 05/10/17 ... . . . ... . Approval Date:09/04/14 • • • Page 6 of 11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL#2 a 1 Flat/Low Profile Tile 9 =n 1. Starting at the cave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of 711°' 21tethe tile being set.Insure approximately 17(109.7 cm2) . "�- .'�.. 23 (148.4 cm)square inch adhesive contact with the underside of the tile. lmtro _rz �. 2. At the second course,apply a minimum 2"(50.8mm) FaSM x 7 (177.8 mm)x 1 (25.4 mm)foam paddy onto the 2 underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner.Insure approximately 10" (64.5 cm)- 12(77.4 cm)square inch adhesive contact with the underside of the rile. Medium Profile/Double Pan Tile yq rta 1. Starting at the cave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set.Insure approximately 17(109.7 cm)— 2In. 23 (148.4 cm)square inch adhesive contact with the underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) 10 _ ' x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the ` underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner.Insure approximately 12" (77.4 cm2)- 14(90.3 cm)square inch adhesive contact with the underside of the tile. ••: : :(I°M"tions continued on nextpage) • 0.00 • ••• ••• • • • • • • • • • •• • .0 • • 0 • • • °1 ° °°° ° NOA No.:14-0805.01 Mu►Ma�e colio Expiration Date: 05/10/17 �WNU AM ••` • . . . •.. . • Approval Date:09/04/14 • b • ° • • Page 7 of 11 • •• •• • • • •• •• ••• 0 • 0 ••• w 0 AI) HESIVE PLACEMENT DETAIL#2 (CONTINUED) M h Pro81e/Single Pan Tile Wks trowwknTttaB g 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the R the being set.Insure approximately 17(109.7 cm2)— ��'' 23 (148.4 cm)square inch adhesive contact with the "meowd underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan ion. a portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner.Insure approximately 17" (109.7 cm)- 19(122.6 cm)square inch adhesive contact with the underside of the tile. . . . .. . . . . . . .. . . . . ... . .. ... .. . . . .. . ... . ... ... . .. . . . . . . . . a ••' :•• '•' NOA No.: 14-0805.01 MAMPIMECOUNTY Expiration Date: 05/10/17 ••• . • • ..• . Approval Date:09/04/14 V : • . Page 8 of 11 . . . . . . . • . •• .. . • . .. .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL#3 1. On the eave course only,apply a minimum 2"(50.8 • mm)x 10" (254 mm)x 1"(25.4 mm)foam paddy tumbrdw onto the underlayment positioned as shown,under eh the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest 4x4 . „ to the overlock of the tile being set.Leave approximately 4" (10 1.6 mm)up from the eave edge free of foam to prevent the expanded adhesive xa�e. from blocking the weep holes. Insure • • } # approximately 17-23 int(109.7-148.4 cm)of adhesive contact with the underside of the file 2. Apply a 4"(101.6 mm)x 4" (101.6 mm)x 1" (25.4 mm)foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile,or under the NWdmwOphMkwwew t1e pan portion of the tile,closest to the underlock for t OMMMtow the second course tile to be installed. Insure Baumapproximately 8-9 int(51.6-58.1 cm)of adhesive rise) contact with the underside of the tile. (Instructions continued on nextpage) x4ip. 224 . t®&1. Ea�+ me •• •w• • • • • • •• • •• • • • • ••• • • ••• • ••• ••• • • w • • • • • • •• • • • • • • • • • •• • •• •• • • • ••• " NOA No.: 14-0805.01 MI�AIMFOWDE COUNTY Expiration Date: 05/10/17 •«. • • .•• • • Approval Date:09/04/14 ` ` • ` Page 9 of 11 • • • • • • • • • • ••• • • • • •• ••• o •• •• r• •• • • ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) prtli�e 3. Also apply a 2"(50.8 mm)x 4" (101.6 mm)x V r ' (19 mm)paddy on top of the eave course tile Baton yc ta" surface as shown,on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile.Insure approximately 4=4ha ,, 9(58.1 cm)- 11 (71cm)square inch adhesive contact with the underside of the tile at the overlap a:a and 7(45.2 cm2)-9 (58.1 cm)square inch t adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. Eno N fh 10 2h4 Eamadame H1OPwftTHe • .•. • .•. ••. • •• • • • • • • • • • •• •• •• NOA No.:14-0805.01 .. � •• ••• Expiration Date: 05/10/17 MIAMF® ••• ••• Approval Date:09/04/14 • Page 10 of 11 . .• .. . . . .. .. .•. . . . ... . • ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1. Starting at the eave course,apply a minimum 2" in enough �to achieve Y670aq'a'' �� (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam a)YUrmcovers up"dowo.Place adhesive In paddy onto the underlayment positioned as to hLbo11 outsideedge ofcover t9e• shown under two an adjacent tiles. Support eave � Then hdthe tile.Ensure 20to 1 P Pp 25S%hucoMactarea. tiles from rocking until adhesive has a chance to cure. . 2. Continue in same manner bringing two pan courses up toward the ridge.Insure approximately 65 (419.4 cm)—70(451.6 cm) square inch adhesive contact with the underside ` e Sheathingof the pan tile. Eave dlowre (ate ) 3. Turn covers upside down exposing the underside Board of the tile.Apply a minimum 1"(25.4 mm)x 10" (254 mm)bead of adhesive directly on the inner nentovetip►pordoeoftheomecoursecomtne.ahattosecwdcourseof edge of each side of the cover tile.Leave pandles' etW0f"a"and` are 'a`eavellm approximately 3/4"(19 mm)to 1"(25.4 mm) Two Piece Barrel-High Profile Tile from the outside edge of the tile,inward,free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course.Insure a minimum of 20(129 cm)-25 (161.3 cm)square inch contact area on each side of the cover tile to the pan tile.Continue in same manner.Trim away any cured exposed foam adhesive.Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required,2"(50.8 mm)x 4"(101.6 mm)nailers or the tie wire system using galvanized,stainless steel,or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE .. ... . . . . . .. ..• . .. . . . ... . . . . . . .. ... .. . . . .. . ... . ... ... . ... . . . . . . . . . . . Wff . ... . .. .. ' ••• • . NOA No.: 14-0805.01 MF ;��� Expiration Date: 05/10/17 •.. . . . . ... Approval Date:09/04/14 ' Page 11 of 11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . MIAMFNo MIAMI-DARE 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 DMSION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv GAF 1 Campus Drive Parsippany,NJ 07054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the 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 manufacturer or its distributors and shall be available for iaspeci�on.atithe job sib�t tjhe request of the Building Official. • This NOA renews and revises NOA lav�14410al Ind cbt>>ais%of pages 1 through 30. The submitted documentation was reVlee vefl by Jeige 1:.A66.. . ... . .. .. . • •• NOA No.: 14-1030.02 FpgMFDApE Expiration Date: 11/06/18 APPROVED" I Approval Date: 11/05/15 • :.: ; . � • • Page 1 of 30 • 0 ... . . . tR` Membrane Type: SBS/SBS Cold Applied Deck Type 1: Wood,Non-insulated Deck Description: 19/32"or greater plywood or wood plank decks System Type E(1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Fire Barrier: FireOuf'Fire Barrier Coating,VersaShield'Fire-Resistant Roof Deck Protection (optional) or Securock'Gypsum-Fiber Roof Board. Base sheet: GAFGLAS'#80 Ultima'Base Sheet,GAFGLAS'Stratavent'Eliminator Nailable Venting Base Sheet,Ruberoid'20,Ruberoid'SBS Heat-Weld'Smooth or Ruberoid'SBS Heat-Weld''25 base sheet mechanically fastened to deck as described below: Fastening GAFGLAS'Ply 4,GAFGLAS'F1exPly 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'F1exPly 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—52.5 psf.See General Limitation#7) GAFGLAS'#80 Ultima.'Base Sheet,Ruberoid'20,Ruberoid'Mop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9"o.c.at the 4"lap staggered and in two rows 9"o.c.in the field. (Maximum Design Pressure—60 psf.See General Limitation#7) GAFGLAS'#75 Base Sheet or any of above 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-Tee AccuTrac'Recessed Plate installed 12"o.c.in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c.in the field of the sheet. •• 00: • • . • . •• (Maximum Design Press j+f0,�s,:S'e&General Limitation#7) Any of above bsh'e�ts atchPci to deck a'slr approved annular ring shank nails and 3"inverted Drill-Tec"'insulation plates at a fastener spacing of 9"o.c.at the 4" lap staggeredAtW j tows.9a'irrtre fiel&. (Maximum,6af gn;Praskje—6p psf.Sre 44ral Limitation#7) .. . .. .. . . • ••• . NOA No.: 141030.02 IS huManaoe couHrr .•• . •.• Expiration Date: 11/06/18 • . . . . . • Approval Date: 11/05/15 i i • i i i i i • i Page 26 of 30 • •• •• • • • •• •• Fastening GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Options: Drill-Tec"'#12 Fastener,Drill-Tec'°'#14 Fastener or Drill-Tec"'XHD Fastener (Continued) and Drill-Tec""3"Steel Plate,Drill-Tec"'AccuTrac®Flat Plate or Drill-Tec"" AccuTrac®Recessed Plate installed 8"o.c.in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c.in the field of the sheet. (Maximum Design Pressure—75psf.See General Limitation#7) Ply Sheet: (Optional)One or more plies GAFGLAS®Ply 4,GAFGLAS®FlexPly 6, GAFGLASI#80 Ultima Base Sheet,Ruberoid®Mop Smooth or Ruberoid®20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One or more plies of Ruberoid®Mop Smooth,Ruberoid®Mop 170 FR,Ruberoid® Mop Granule,RoofMatcW'SBS Modified Granular,Ruberoid®Mop Plus Granule,Ruberoid®20,Ruberoid®30,Ruberoid®EnergyCap-30 FR SBS Membrane,Ruberoid®30 FR or Ruberoid®Mop FR in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20401bs./sq. Or One or more plies of Ruberoid®Mop Smooth,Ruberoid®Mop Granule, RoofMatch'SBS Modified Granular,Ruberoid®Mop 170 FR,Ruberoid®Mop Plus Granule,Ruberoid®20,Ruberoid®30,Ruberoid®EnergyCap'"30 FR SBS Membrane,Ruberoid®30 FR or Ruberoid®Mop FR adhered in MatrixTM 102 SBS Membrane Adhesive at an application rate of 1-2 gal./sq. 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 4001bs./sq.and 300 lbs./sq.respectively in a flood coat of Approved asphalt at 60 lbs./sq. 2. GAFGLAS®Mineral Surfaced Cap Sheet,Tri-Ply®Mineral Surfaced Cap Sheet or GAFGLAS®EnergyCar BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq. 3. Topcoat®Membrane,Topcoat®MB Plus(to be used as a primer with Topcoat!' Membrane)or Topcoat®Surface Seal SB applied at 1 to 1.5 gal./sq. Maximum Design Pressure: See Fastening Options .. ... . . . . . .. • . •• . .. . . . . ... . .. ... .. . . . .. 0 see 000 .. • % . . . . . . . .. . .. . . NOA No.: 141030.02 pApE COUNTY ••• • • • • •+• • • Expiration Date: 11/06/18 "'• • ` • • • Approval Date: 11/05/15 • • Page 27 of 30 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS®Ply 4 and GAFGLAS®F1exP1y7m 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum%a"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.Ifno 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 anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required,as determined by the Building Official,a revised fastener spacing,prepared,signed and sealed by a Florida Registered Engineer,Architect,or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117.Calculations prepared,signed and sealed by a Florida registered Professional Engineer,Registered Architect,or Registered Roof Consultant (When this limitation is specifically referred within this NOA,General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e. field,perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced preWe t6bes(te„pgri*ie eV,extended corners and corners). (When this limitation is specificalf'ibreferted'WitUl tMNUA,General Limitation#7 will not be applicable.) 00* ••• •• • . . •. 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3.Qf thwrlorida Adrainistra4ve Code. T.H. §.AdCPEND * ACE •• •• see NOA No.: 141030.02 M��,�MCO V� Expiration Date: 11/06/18 •• • • • ••• • • Approval Date: 11/05/15 • • • • • • • • • • Page 30 of 30 9/9!12015 TGFU.R14153-Roofing Systems .111. 1i��1t11A1E CERTIFICAT1i]NS DIRECTORY " TGFU.R14153 Roofing Systems Page Bottom Roofing Systems See General Information for Roofing Systems GAF R14153 1 CAMPUS DR PARSIPPAW, W 07054 USA "Ruberoid@ 20"or"Ruberoid@ 20 HT" or"Ruberoid@ Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets In any of the following Classifications. 1/2-in. thick(minimum) gypsum board or 1/4-in. thick(minimum) Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard," "DensDeck Prime@ Roofboard or DensDeck DuraGuarrdT" Roofboard" may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system isacceptable 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," "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 overlayment board. Multiple plies of"GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"Tri-Ply@ Ply 6" may be adhered to Georgia-Pacific Gypsum LLC"DensDeck @ Roofboard," "DensDeck Prime@ Roofboard" or"DensDeck DuraGuardT" Roofboard" in hot roofing asphalt. "EnergyGuaMTM' Ultra" is an acceptable alternate to"EnergyGuardTTM RF" in any applicable Classification. "GAF Stratavent@ Ellminatofm Venting Base Sheet(Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS@ Perlite Insulation" may be utilized as a cover board over"EnergyGuarciT" RF" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or UL Classified urethane Insulation adhesive. Polystyrene referenced in any of the following Classifications Include "EnergyGuardT"' EPS 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. References to glass fiber Insulation include "EnergyGuard Fiberglass Insulation". "EnergyGuardT"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") is a suitable alternate for Type G1 asphalt glass fiber ply sheet("GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4", or"GAFGLAS@ 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"GAF Stratavent@ Eliminator*" Venting Base Sheet(Perforated)" or"GAF Stratavent@ EliminatorT"Venting Base Sheet(Nailable)." Perforated base sheets to be loose laid or fully adhered with hot roofing asphalt and nallable base sheets are to be mechanically attached 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" or"GAF Stratavent@ Eliminator*"' Venting Base Sheet(Nallable)" may be substituted for Type G1 asphalt glass fiber ply sheet("GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Ply 6") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mbpped, spot moppeg or jrjephlnijally fasVn%d. •• Unless otherwise indicated, all insulations may be hot mop�41 or rg¢ch�Ali4;SWR "GAFGLAS@ Flashing" or"Ruberoid@" may be used for flaMng (fi dny&*thetlasS,P, EM C systems listed below. When"perlite" is referenced, this includes"GAFTEMP PERMALITE@" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel Id aby of the Clsf A,$or C st'steiDs tsted. •• • • • • • • • • *, Structural cement fiber building units are considered suit@Wt to:A incla"ag,•8 deck Qi''thgoliowing Class A, B or C systems listed over C- 15/32 or NC. The use of gypsum board under any of the following Class g,•$or C syiteYns dge�s no adversely affect the rating. The use of 1/2-In. minimum thick gypsum board is an acceptable alternate for minimum Isisulstion suer t�1 /+r3�2 ick roof decks. The use of polystyrene insulation board between minimum -V4►in.&I'lepei�ito"board 1416ek with rosin paper(perlite/rosin paper/polystyrene/perlite) is a suitable alternate for polylJ48ndate tFoarc?in 0' 11owind Class A, B or C systems. http:t/database.ul.can/cgi-blr&W/templateNSEXTI1 FRAM Etshowpage.html?rmme=TGFU.R14153&ccnshortdge=Roofing+Systems&objid=1083885807&cf... 1/49 9/9!2015 TGFU.R14153-Roofing Systems ."Er*WgyGuard- RA" or"Tapered EnergyGuarcFm RA" or"EnergyGuardn" Composite RA" may be substituted for any Atlas Roofing Corp. polylsocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGLAS@ #80 Premium Base Sheet" may be used In any of the following systems. 'GAFGLAS@ Flex Ply 6" and"Tri-Ply® Ultra-Flexible Ply 6" are suitable alternates to"GAFGLAS@ Ply 6". "GAFTEMP Permalite Recover Board" may be used in lieu of any periite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "TOPCOAT@ Fireshield MB" at 21h to 3-gal/100-ft2. "Ruberoid@ Dual Smooth" may be used as an alternate to "Ruberoid@ Mop Smooth" or"Ruberoid@ 20" or"Ruberoid@ 20 HT". "Ruberoid@ Mop Smooth 1.5" may be used as an alternate to "Ruberoid@ Mop Smooth". Class A,B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid@ Heat Weld" SBS roofing membrane may be used in lieu of"Ruberoid@ Mop" SBS products in any applicable Classification. Class A 1. Deck: C-15/32 Incline: 3 Insulation(Optional):—One or more layers periite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or periite/urethane composite or wood fiber/polylsocyanurate composite or phenolic, any thickness. Ply Sheet:—Three or more plies Type G1 or"GAFGLAS@ Ply 4" or"Tri-Pty@ Ply 4" or"GAFGLAS@ Ply 6" hot mopped. Surfacing:—Gravel. 2. Deck:C-15/32 Incline: 2 Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or pedite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet:—Three or more plies Type G1 or"GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Ply 6". Cap Sheet:—One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply@ Mineral Surfaced Cap Sheet" or"GAFGLAS@ EnergyCapTm BUR Mineral Surfaced Cap Sheet". 3. Deck: NC Incline: 2 Insulation(Optional):—One or more layers periite, wood fiber, glass fiber, polyisocyanurate, urethane, periite/polyisocyanurate composite, perlite/urethane composite, wood fiber/polyisocyanurate composite, phenolic, 2-in. maximum. Ply Sheet:—Two or more plies Type G1 "GAFGLAS@ Ply 4", "Tri-Ply@ Ply 4" or"GAFGLAS@ Ply 6". Cap Sheet:—One ply Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply@ Mineral Surfaced Cap Sheet" or"GAFGLAS@ EnergyCapTm BUR Mineral Surfaced Cap Sheet. 4. Deck: C-15/32 Incline: 1 Slip Sheet(Optional):— Red rosin paper, nailed to deck. Insulation(Optional):—Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet:— One ply Type G2"GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" (may be nailed). Ply Sheet:— One or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ Pty 4" or GAFGLAS@ Ply 6". Cap Sheet:—One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply@ Mineral Surfaced Cap Sheet" or"GAFGLAS@ EnergyCapTm BUR Mineral Surfaced Cap Sheet". Surfacing(Optional):— "TOPCOAT@ EnergyCote"" Elastomeric Coating" applied at a rate of 2-gal/100-ft2. S. Deck: NC Incline: 3 Base Sheet:— One ply Type G2"GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet". Ply Sheet:—One or more plies Type GI "GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Ply 6". Cap Sheet:—One ply Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply@ Mineral Surfaced Cap Sheet" or"GAFGLAS@ EnergyCapTm BUR Mineral Surfaced Cap Sheet." 6. Deck: C-15/32 ••'IntRaeC••2 i 9*: i i - �• •i 00 i i i • •0 • Insulation:—One or more layers perlite, glass fiber, poly[Acyl igera=e„ur%Wtne, periite/polyisocyanurate composite, periite/urethane composite, phenolic, 1 in. minimum (offset a fWhimLr�h'of Tn. from plywood deck joints). Base Sheet:—One or more plies Type G1 or Type G2 or Type G3. Membrane:—One or more plies"Ruberoid@ Torch Smooth" or•WberoM Touch Granule" or"Ruberoid@ Torch Granule Plus" or "Ruberoid@ Mop Smooth" or"Ruberoid@ Mop%m84A 1.5:or•"Ruberoid@ j4op;Srjrooth Plus" or"Ruberoid@ Mop Granule" or "Ruberoid@ Mop Plus Granule" or"ROOFMat@hTs SMgdifigd Gri;nular" or"Trt-PV@ SBS Modified Bitumen Membrane" or "ROOFMatchTm APP Modified Granular" or"Tri 1P=y@ -4G Mgr• Fi�4 "Trit?ly@ T "os Ruberoid@ Dual Smooth". Cap Sheet:—Type G3"GAFGLAS@ Mineral'Surfacbd Cap Sheet" or"Tri-Ply@ Mineral Surfaced Cap Sheet"or"GAFGLAS@ EnergyCapTm BUR Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. 7. Deck: C-15/32 'McIne: 3 : ; ••• ' ' • • • • • • • • • • Insulation(Optional):—One or more layers periitetfi vNWrOerA@Iass fifer or polyisocyanurate or urethane or httpJ/daMme.ul.com/cgi-binrXYV/template/USEXT/1FRAM E/showpage.html?riame=TGFU.RI4153&ccnshortUge=Roofing+Systems&objid=10838BW07&cf... 2/49 9/9/2015 TGFU.R14153-Roofing Systems �2. becitt C-15/32 Incline: 2 Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or periite/polyisocyanurate composite or peNite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet:—Three or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Pty® Ply 4" or"GAFGLAS@ Ply 6". Surfacing:— Grundy Industries"al MB Aluminum Roof Coating" applied at 11/2-gal/100-ft2. --3. Deck: C-15/32 Incline: Unlimited Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polylsocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet:—Three or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply®Ply 4" or"GAFGLAS@ Ply 6". Surfacing:— "Weather Coat Emulsion" applied at 3-gal/100-ft2. /f OTHER SYSTEMS Class A 1. Deck: C-15/32 Incline: Unlimited Slip Sheet(Fire Barrier):—One or more layers"VersaShield Solo Fire Resistant Slipsheet" mechanically attached. Shingles or Panels:—Any UL Listed or Classified shingles, panels, or standing seam steel, aluminum, or copper installed In a manner recommended by the installation instructions provided with the roofing by the manufacturer. 2. Deck, NC Incline: 1/2 Coating:— "TOPCOAT@ Surface Seal SB", applied at a rate of 1-gal. to 1-1/2-gal./100-ft2. Surfacing:— Minimum 1/2-in. thick exterior grade ceramic plaza deck walking tile, adhered in thin-set and grouted per the manufacturer's installation Instructions(Not UL Classified). SINGLE PLY MEMBRANE ROOFING SYSTEMS(MODIFIED BITUMEN) Unless otherwise Indicated phenolic Insulation may be used in any of the following systems. Unless otherwise indicated any of the following Single Pty Membrane Systems may utilize multiple layers of Ruberoid@ Membrane. "GAF Premium Aluminum Roof Coating" may be used on any of the following Classifications with inclines not exceeding 1h-in. "GAF Weater Coat Emulsion" may be used on any of the following noncombustible Classifications with inclines not exceeding yz-in. Ruberoid@ Modified Bitumen Adhesive" or Monsey Corp. "MBA Gold" or Karnak"No. 81" adhesives may be used in any of the following noncombustible deck Classifications. "GAFGLAS@ #80 Premium Base Sheet" may be used in any of the following systems. (Optional) Noncombustible deck classifications are applicable for use over combustible (15/32-In. minimum plywood) decks when Th-in. (minimum) gypsum board or 1/4-in. (minimum) Georgia-Pacific Gypsum LLC"DensDeck @ Roofboard," "DensDeck Prime@ Roofboard" or "DensDeck DuraGuardy" Roofboard" are used directly over the deck with all joints staggered 6-in. (minimum) from plywood joints. A vapor barrier may be optionally installed under all systems utilizing any"EnergyrGuard@" type insulation. "GAFGLAS@ Periite" may be used as an option over any"EnergyGuardm" type Insulation. "GAFGLAS@ Stratavent Perforated Base Sheet"may be utilized as an additional ply in any of the following systems. The following membranes may be used interchangeably within their own group: A. "Ruberoid@ Torch Granule" or"Ruberoid@ Torch Granule Plus" or"Ruberoid@ Torch Granule 1" or"Ruberoid@ Torch 180" or "ROOFMatchT"APP Modified Granular" or"Tri-Ply@ TP-4G". B. "Ruberoid@ Mop Smooth" or"Ruberoid@ SBS Heat Weld Smooth" or"Ruberoid@ 601 Cap Pius" or"Ruberoid@ 30". C. "Ruberoid@ Mop Granule" or"Flex PRF" or"Ruberoid@ Mop Plus Granule" or"Ruberold@ SBS Heat Weld Granule" or "Ruberold@ SBS Heat Weld Pius" or"ROOFMatchT" SBS Modified Granular" or"Tri-Ply@ SBS Modified Bitumen Membrane". D. "Ruberoid@ Mop 170 FR" or"Ruberoid@ Dual FR". E. "Ruberoid@ 30 FR" or"Ruberoid@ 30 FR HT" or"Ruberoid@ EnergyCapT"' SBS 30 FR". F. "Ruberoid@ 20" or"Ruberoid@ 20 HT" or"Ruberoid@ SBS H e6 000 0 0ft W%Id�5.".. G. "Ruberoid@ SBS Heat Weld 170 FR", "Rubeeld@ Energ*ip 6 T3 Ligaf'Ipfeld Plus FR" or"Ruberoid@ SBS Heat Weld Plus FR". • •• • H. "Ruberoid@ Torch Smooth" or"Tri-Ply@ TP-4". I. "Ruberold@ Mop Smooth" or"Ruberoid@ 20; or;Qyberoid® 2®W1 or@l Obe,ft@ Dual Smooth". J. "Ruberold@ Mop Smooth" or"Ruberoid@ Mgp;Sm$oth l.t'i. : • • • • Unless otherwise indicated, the Modified Bitumen (GrAftule) Phane may embrbe surfaced with "TOPCOAT@ Fireshield MB" at 2V2 to 3.0-gal/100- ft2, and the incline of the resultant system would be increased to a 3k-In. incline. But if the incline of the Classified system Is greater than a 3/4-in. incline, the incline of the roofing system would beaginWined.wloemsurktel with;'TOPCOAT@ Fireshield MB" at 2Y2 to 3.0-gal/100-ft2. Unless otherwise indicated "Ruberoid@ EnergyCapTM SBS Fin ks an acceptable�t�e 4e for"Ruberold@ 30 FR" or"Ruberold@ 30 FR HT" or httpJ/database.ul.com/ogi-b!rAWAemplateAJSEXr/l FRAM Etshowpage.html?name=TGFU.Rl4153&ccnshortUle=Roofing+Systems&objid=1083885W7&cf... 7/49 not TGFU.R14153-Roofing Systems eRL6roift Mop 170 FR" or"Ruberoid@ Dual FR" in any applicable Classification. Class A-Ballasted 1. Deck:C-15/32 Incline: 1/4(NC-2) Insulation:— Periite, glass fiber or wood fiber, 3/a to 11h-in. or minimum 1V2-in. thick"ThermaCal®" or"ThermaCalO 1" and "ThermaCalO 2". Membrane:— "Ruberoid@ Torch Granule 1" (modified bitumen). Surfacing:—Gravel at 400-lbs/100-ft2, loose laid or concrete blocks, at 10-lbs/ft2 and spaced not more than 1/8-In. 2. Deck: NC Incline: 3 Insulation(Optional):— Periite, glass fiber or wood fiber, 3/4 to 1V2-in. or minimum 11h-in. thick "ThermaCal®" or"ThermaCalO 1" and"ThermaCalO 2". Base Sheet(Optional):—Type 15 asphalt organic felt or Type G2. Membrane:— "Ruberold@ Torch Granule 1" (modified bitumen). Surfacing:—Gravel. 3. Deck: C-15/32 Incline: 1/4 Insulation(Optional):— Periite, glass fiber or wood fiber, any thickness or minimum 11h-in. thick"ThermaCaIO" or"ThermaCaI0 1" and"ThermaCalO 2". Membrane:— "Ruberoid@ Torch Granule 1" (modified bitumen). Slip Sheet:— 0.004-in. thick polyethylene (not UL Classified). Surfacing:—3/4-in. thick concrete with one layer of No. 10 Summerville Quarry tile (or equivalent) grouted in place. 4. Deck: NC Incline: 2 Insulation(Optional):— Periite, glass fiber or wood fiber, any thickness or minimum 11h-In. thick "ThermaCaIO" or"ThermaCalO 1" and"ThermaCal®2". Membrane:— "Ruberoid@ Torch Granule 1" (modified bitumen). Surfacing:—3/4 to 1Y2-in. diameter river bottom stone at 1000 Ib/100-ft2 or concrete pavers weighing not less than 10-Ib/1-ft2 and spaced not more than 1/8 in. Class A-Fully Adhered 1. Deck: NC Incline: 1/2 Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perite/polyisocyanurate composite or perste/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Base Sheet(Optional):— One or more plies Type Gl or Type G2 or Type G3. Membrane:—One or more plies"Ruberoid@ Torch@" (Smooth or Granule) or"Ruberoid@ Torch Granule Plus" or"Ruberoid@ Mop" (Smooth or Granule) or"Ruberoid@ Mop Plus Granule" (granule). Surfacing:—Gravel, 400-lbs/100-ft2, loose laid or applied In a flood coat of hot roofing asphalt. 2. Deck: NC Incline: 1/2 Base Sheet(Optional):— One or more plies Type G1 or Type G2 or Type G3 Membrane:—One or more plies "Ruberoid@ Torch" (Smooth or Granule) or"Ruberoid@ Torch Granule Pius" or"Ruberoid@ Mop" (Smooth or Granule) or"Ruberoid@ Mop Plus Granule" Coating:— "Karnak No. 97" applied at i1h to 3-gal./100-ft2. 3. Deck: NC Incline: 1/4 Insulation(Optional):—One or more layers perlite, wood fiber, glass fiber, any thickness. Base Sheet(Optional):—One or more plies Type G1 or Type G2 or Type G3. Membrane:— One or more plies"Ruberoid@ Torch" (Smooth or Granule) or"Ruberoid@ Torch Granule Plus" or"Ruberoid@ Mop Granule"or"Ruberoid@ Mop Plus Granule". Coating:— "Karnak No. 97" applied at 11/2 to 3-gat/100-ft2. 4. Deck: C-15/32 Incline: 1/2 Insulation:—One or more layers periite, glass fiber, polyiso an rat t p cy composite, perlite/urethane composite, phenolic, lVh-in. minimum thickness bEtt 8i • �•t pi hype, erli In. for iso plywood ck site •( � �tssta99e�a min�num of 6-In. form plywood deck butt joints). Base Sheet:— One or more plies Type G2 or TiIV G3i: �•; ; ; ;•; • Pty Sheet(Optional):—One or more piles Type G1. • • • • + • • • Membrane:—One or more plies"Ruberoid@ Teith" esti)ooPor Granule)or"Ruberoid@ Torch Granule Plus" or"Ruberoid@ Mop" (Smooth or Granule) or"Ruberoid@ Mop Plus Granule". Surfacing:— "Karnak No. 97" applied at 11h to 3-ga./,,1 00-ft+ �„• ..• • • • e Deck: NC • ncone;1%• i • • • • Base Sheet(Optional):— One or more plles'1 pe K or Type G2 or Type G3. Membrane:—One or more plies "Ruberoid@ Torch" (Smooth or Granule) or"Ruberoid@ Torch Granule Plus". Surfacing(Optional):— Karnak"No. 9T' or"162"jpglied gt :6to.3 geK100-ft2:)r Grundy Ind. "20 F Emulsion" applied at 3-gal/100- ft2. • • • • • • • •• •• • • • •••• ••• •• • • httpl/databme.ul.com/Cgi-binOM/template/USEXT/1 FRAM FJshaa�•••e.h•trnl?name=TGFU.Rl4l53&ccnshort ige=Roo irg+Systams&otiid=1083885807&cf... 8/49 9/ 20115 TGFU.R14153-Roofing Systems '6�6eclf C-15/32 Incline: 1/2 4 r Insulation:— One or more layers perlite, glass fiber, U-In. minimum, polyisocyanurate, urethane, periite/polys§ocyanurate composite, periite/urethane composite, 11h-in. minimum. Base Sheet(Optional):—One or more plies Type G1 or Type G2 or Type G3" Membrane:—One or more piles"Ruberoid@.Torch" (Smooth or Granule) or"Ruberoid@ Torch Granule Plus" or"Ruberoid@ Mop" (Smooth or Granule) or"Ruberold@ Mop Plus Granule". Surfacing:—Gravel. 7. Deck:C-15/32 Incline: 1/2 Insulation(Optional):—One or more layers periite, wood fiber, glass fiber, polyisocyanurate, urethane, periite/polyisocyayate composite, perlite/urethane composite, wood fiber/polyisocyanurate composite. Base Sheet:—Two or more plies Type G2 or Type G3. Ply Sheet(Optional):— One or more plies Type G1. Membrane:—One or more plies"Ruberoid@ Torch" (Smooth or Granule) or"Ruberoid@ Torch Granule Plus" or"Ruberoid@ Mop" (Smooth or Granule) or"Ruberoid@ Mop Plus Granule". Surfacing:— "Karnak No. 97" applied at 11h to 3-gal/100-ft2 or gravel. 8. Deck: NC Incline: 1/2 Insulation:—One or more layers perlite, glass fiber, %-In. minimum polyisocyanurate, urethane, perlite/polyisocyanurate composite, periite/urethane composite, 11h-in. minimum. Base Sheet(Optional):—One or more plies Type G1 or Type G2 or Type G3. Membrane:—One or more plies"Ruberoid@ Torch" (Smooth or Granule) or"Ruberoid@ Torch Granule Plus" or"Ruberold@ Mop" (Smooth or Granule) or"Ruberoid@ Mop Plus Granule". Surfacing:— Grundy "AL MB Aluminum Roof Coating" applied at 1 to 2-gal/100-ft2. 9. Deck:C-15/32 Incline: 1/2 Insulation(Optional):—One or more layers periite, glass fiber, 3A-in. minimum, polylsocyanurate, urethane, periite/polyisocyanurate composite, perlite/urethane composite, phenolic, 11h-in. minimum. Base Sheet:—One or more piles Type G2"GAFGLAS@ #75 Base Sheet", or"Tri-Ply@ #75 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet:—One or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Ply 6" hot mopped in place. Membrane:— "Ruberoid@ Mop 170 FR" or"Ruberoid@ Dual FR" or"Ruberoid@ Mop FR" or"Ruberold@ EnergyCapT" Mop FR". Surfacing(Optional):— "GAF Fibered Aluminum Coating" applied at 11/2-gal/100-ft2 or"GAF Weather Coat Emulsion" applied at 3- gal/100-ft2. 10. Deck:C-15/32 Incline: 1/2 Insulation(Optional):— Perlite, fiber glass, polyisocyanurate, urethane or perlite/polyisocyanurate composite. Base Sheet:—One or more layers Type G2"GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" or Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply@ Mineral Surfaced Cap Sheet" hot mopped or mechanically fastened. Ply Sheet(Optional):— One or more plies Type G1, hot mopped in place. Membrane:— "Ruberoid@ Mop 170 FR" or"Ruberoid@ Dual FR" or"Ruberoid@ Mop FR" or"Ruberoid@ EnergyCapT Mop FR. 11. Deck: C-15132 -Incline: 1/2 Insulation(Optional):— Periite, fiber glass, polyisocyanurate, urethane or periite/polylsocyanurate composite, butt offset a minimum of 6-in. from plywood deck joints. Base Sheet:— One or more plies Type G2"GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" or Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Pty@ Mineral Surfaced Cap Sheet" hot mopped or mechanically fastened. Ply Sheet(Optional):—One or more piles Type G1, hot mopped In place. Membrane:—One ply"Ruberoid@ Torch Smooth" or"Ruberoid@ Mop Smooth" or"Ruberoid@ Mop Smooth 1.5" or"Ruberoid@ Mop Smooth Plus" or"Ruberoid@ Dual Smooth". Membrane:— One ply"Ruberoid@ Mop 170 FR" or"Ruberoid@ Dual FR" or"Ruberoid@ Mop FR" or"Ruberoid@ EnergyCapT" Mop FR". 12. Deck: NC Incline: 1 Insulation(Optional):— Perlite, fiber glass, wood fiber, polyisocyanurate, urethane or periite/polyisocyanurate composite. Base Sheet:— One or more layers Type G2"GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" or Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply@ Mineral Surfaced Cap Sheet", hot mopped or mechanically fastened. Ply Sheet(Optional):— One or more plies Type G1 hot mopped In place. Membrane:—One ply "Ruberoid@ Mop 170 FR7:ow*l4uberjdiV%uEj Fjt"pt•Ruberoid@ Mop FR" or"Ruberoid@ EnergyCapT"' Mop FR". i ••• • • • • • •• •i i i i i i•+ +• 13. Deck: NC ov InctiRe: M • • • •• Insulation(Optional):— Perlite, fiber glass, wood fiber, polyisocyanu�tei urethane or perlite/polyisocyanurate composite. Base Sheet(Optional):— One or more plies T •G2 or Tyj y3 base�heeb, hot mopped or mechanically fastened. Ply Sheet(Optional):— One or more plie&T PP6� 1 hot moppet in Qlac¢ ti~` Membrane:— One ply "Ruberoid@ Torch Srt'iOD *,(•srhaA) or WWberold.0 lftoSmooth" or"Ruberoid@ Mop Smooth 1.5" or "Ruberoid@ Mop Smooth Plus" or"Ruberoid*sDualSmootll!• • Membrane:—One ply "Ruberoid@ Mop 170 FR" or"Ruberoid@ Dual FR" or"Ruberoid@ Mop FR" or"Ruberoid@ EnergyCapT'" Mop FR". •+• • • • v r•+ • • • 14. Deck: NC :Intin�: / • • http!/daUbm.LA.comkgi-birOM/templateAUSEXr/1FRAMEtshowpage.html?name=TGFU.R14153&ccns tie=Roofirig+Systems&objid=1083885807&cf... 9/49