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RF-11-1273Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NS P- 162038 Scheduled Inspection Date: September 20, 2011 Inspector: Bruhn, Norman Owner: COREY, EDWARD Job Address: 901 NE 97 Street Miami Shores, FL 33138- Permit Number: RF -7 -11 -1273 Project: <NONE> Contractor: KAWALEK ROOFING & PAINTING, INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1132060143310 Phone: 786- 277 -9540 Building Department Comments RE -ROOF FLAT & TILE Passe Failed '-'/JIL/7 Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments et- September 19, 2011 For Inspections please call: (305)762 -4949 Page 5 of 31 FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 16701 SW 117 Avenue, Miami, Florida 33177 Telephone: (305) 378 -1991- Fax: (305) 378-1997 Miami- -Dade Lab Certification # 07- 0612.11 SITE SPECIFIC INFORMATION Job Address: <9 /a. - 6r. 1./ ,' I ��', �'' i F. Install Date: 4' -- - fi Contractor: Result i ,41-Q1l-`�t A® r//0C� Result Permit# F /,i// /Z73 Test Date: 41 -(77 0 Type of Tile: �k - 7C /� - f'�r�{,t,/ �'2 /Result 95 Approx. Height f 2 Floor: / Owner Name: a`1i P)) / , jfi t0, 61 Slope: lyzyz App. Sq.Ft: 2t 3490 Testing Equipment: Shimpo Representatives of Florida International Engineering and Testing Lab., Inc performed the static load test on the roofing tile at the above referenced project. The purpose of this testing was to verify whether the installed tile roofing system is capable of resisting the applied test load of 45 pounds uplift force. This testing was performed in general accordance with Miami Dade Building Code Protocol TAS 106. The static load was applied utilizing a calibrated scale and force measuring instrument (dynamometer). A hook which is connected to the loading instrument was placed under the exposed edge of the tile. Test load of 40 pounds force (lbf) was applied and also held for more than 5 second at each test location. In addition to the static load test, the tested tile was also visually inspected for any kind of adhesion failure after completion of each test. No. No. Result No. Result No. Result No. Result o No. Result No. Result 1 /Result 95 21 r,,, 41 61 81 101 121 2 I 22 42 FAO 62 82 102 122 3 23 43 63 83 '103 123 4 24 44 64 84 104 124 5 25 45 65 85 105 125 6 26 46 66 86 106 126 7 27 47 67 87 107 127 8 28 48 68 88 108 128 9 29 49 " 69 89 109 129 10 30 50 70 90 110 130 11 31 51 71 91 111 131 12 32 52 72 92 112 132 13 33 53 73 93 113 133 14 34 54 74 94 114 134 15 35 55 75 95 115 135 16 36 56 76 96 116 136 17 37 57 77 97 117 137 18 38 58 78 98 118 138 19 39 59 79 99 119 139 20 / 40 60 80 100 120 140 Based on our findings, we conclude that the installed roofing tile at the above referenced project is capable to resist the applied test load. Therefore we conclude that it meets the Miami Dade Building Code Compliance Protocol TAS 106. Attached is the roof plan showing approximate test locations. Respectfully Submitted: J Vinayagar M.. Balakrishnan V, 1' .E. State of Florid,. Lic if 63107 9-4/ RORIDA INTERNATIONAL FRNA ENGINEERING & TESTING * ING LAB. LLC Miami- Dade tab Ceram # 07612.11 Job Address: % / ti' � /Ai-e, ,? 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Sworn to and subscribed before me this ! v day o Notary Public, Sate of Florida at Large 1,) ceertjao� � �'��f 1)o° *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection Revised on 5/21/2009 BUILDING PERMIT APPLICATION FBC2007 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): ITV) (Ley Phon 9 Address: c9-0q0 • E • I g 1 City: VI( Om i State: Tenant/Lessee Name: Phone #: Email: Miami Shores Village Building Department JUL 1 6, 2011 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No R Master Permit No. Zip: JOB ADDRESS: C31O I 14, t- • qi Gl City: Miami Shores ,, jj County: Miami Dade Zip: I3 Folio/Parcel #: 1 I — ‘5,,D 0a) — 0 i.'4 — -3-5 t Is the Building Historically Designated: Yes NO ` Flood Zone: CONTRACTOR: Company Name: ?-t) I br A (& f'0.0 C Phone #: - 54 0Ft1 Address: 1 _ �;' �Le) C City: 11 1. VAS:1-11 Qualifier Name: i State Certification or Registration #: Re Co 7(2gc t Certificate of Compe cy #: 0e, �y 155. I Contact Phone # :1 ` 0 -2' 1 -9540 Email Address: i L 6 k r n get I oo alt State: Phone #:i$b'gli DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ IJ a IWO 42 Square/Linear Footage of Work: al 1700 Type of Work: ❑Addition UAlteration o ❑New C91 air/Replace. ODemolition Description of Work: `-r2A, `� IS �' Y1 '1-i 1 £ ah d-`C I0.+ roc-CS) rep I .ce IAA Q ek/ a. 1e- co t r ,.r ro v .1 new ° 4104- Red- iv�Q"the, color® rte© +i Ie-(is coIor4� rc�gh4'-4-he co /op- i� <or&l i�elL 1'Ie z ******** * * * ******* ***** **** ** * ** * * ***** Fees************* ** ** ** *** **** * * ***** ***** ****** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEA'T'ERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. The fo day o lyyho is pe UQ" lJ NOTA Owner or Agent g instrument was a ,20 0 ,by sonaljy kno% to e or who has produced 1 jj6° `AJ i entiflcation and who did take an Sign: Print: My Commission Expires: Y PUBLIC: 1 Signature i'cu„P?' Contractor The for of instrument was ackn day o , 201 l , by who is personall known to me or who has produced as identification and who did take F oath. 4 ©b NOT Sign: ID Print: .{ P C,ubyrlgg My Commission Expir i' oa 41311 s ��4.0D, 2t coto� s, • ' IIic r. ues'�� it ik******He*Naek****sk**Hs**********sk**+ k**+ k***+ k*/ kq��k�k�kd��k* �k�k�k�k�kKi�k+ k�k�k�k�k�k* dc�NN��k :ksR�k�k+k+k ****�kH�+k�k�k H �k�k�k� :sk�k�k�k�kNask�kHa�k:k*** ' 1 / Plans Examiner Zoning PUBLIC: APPROVED BY Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) 02 -01 -2010 ALEX SINK STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation Iaw. EFFECTIVE DATE: 11/29/2009 EXPIRATION DATE: 11/29/2011 PERSON: KAWALEK PAUL FEIN: 800070495 BUSINESS NAME AND ADDRESS: PAUL R KAWALEK ROOFING & PAINTING INC DSA PAUL KAWALEK ROOFING CO 17443 SW 47TH CT HOLLYWOOD FL 33029 SCOPES OF BUSINESS OR TRADE: 1- RESIDENTIAL CONSTRUCTION 2- REGISTERED ROOFING CONTRACTOR 1 IMPORTANT: Pursuant to Chapter 441. 05114), F.S., an officer of a corporation who steels exemption from this chapter by filing a certificate of election under this CA section may not recover benefits or compensation under this chapter. Porsuant to Chapter 440.06112), F.S., Certif(eatos et election to ba exempt... apply only militia the CJ1 scope of the business or trade listed on the notice of elactlon to be exempt. Pursuant to Chapter 440.05113), F.S., Notices of election to be exempt and certificates at election to be exempt shall be subject to revocation if, at any time atter the tiling of the notice or the issuance of the certificate, the person named nu the notice or certificate an longer meets the requirements of this section far Issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named oo the cartNicate to meet the requirements of this section. QUESTfONS7 (850) 413-16) OWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09-06 CO Aug 02 11 10:24a Paul Kawalek STATE OF FLORIDA 19544359878 p.6 DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 KAWALEK, PAUL RICHARD PAUL KAWALEK ROOFING CO 17443 S.W. 47 CT. MIRAMAR FL 33029 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better.. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and team more about the Department's Initiatives. Our mission at the Department Is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE , • •ses- • . T.I1rX IstralltilltiorrpacroR ALEJ sr:Z:4% • ; 44P • '.7.° • mi. • • I..'" 40:6 ".• :"!;43'11,45:12'.!'.• ;;;4117:4--. • .. • ::.• ;S.....,.:cE4wxyx ED Is: u#414' to provona oE Ch 489 VAtrti,",) 411241.2 . •—•.; • 31.5.47if41: • • •••-, • • • • h , • 1. • 1";.4; • 4 t' AC" c a� 0 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD SEQ #L0908280135 DATE BATCH NUMBER LICENSE NBR _08/28/2009 098027413 RC0066925 The ROOFING CONTRACTOR Named below HAS REGISTERED • Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2011 (INDIVIDUAL MUST MEET ALL LOCAL LICENSING ; REQUIREMENTS PRIOR TO CONTRACTING IN ANY AREA) KAWALEK, PAUL RICHARD PAUL KAWALEK ROOFING CO 17443 S.W. 47 CT MIRAMAR FL 33029 CHARLIE CRIST GOVERNOR CHARLES W. DRAGO SECRETARY DISPLAY AS REQUIRED BY LAW 0 N N c E m BLBSSE1717SS1 -a cn CTQB Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY 0613S00007 PAUL KAWALEK ROOFING ICO D.B.A.: VGVA-R 064-0-115 KAWALEK PAUL Is certified under the provisions of Chapter 10 of Miami-Dade County VALID FOR CONTRACTING UNTIL 09/30i2012 ACORD CERTIFICATE OF LIABILITY INSURANCE • ofitami mmommorm ro ! THIS CENI1FicATE IS ISSUED AB A MATTER OF INFORMATION PRODUCER Atrtarn °mem, Insurance ! i ONLY AND CONFERS $O RIGHTS UPON THE CERTIFICATE 6191 Washington Street i HoItyksood, FL 33023 I ! • • (954)986-22= J' Paul Kavialek Roofing Co 17443 SW QM Cr Miramar, FL 33020- 1 HouDER, ilea CERTIFICATE COES NOT AREND, larnmo OR ALIF.R THE COVERAGE AFFORDED. EY TW POLICIES BELOW. LINSURERS APPORDING COVERAGE 1 HNC # i Immo( Az PM-erred contractors Insurance CO i i.---- [INSURER 13: I ..., *LURES! C: _,,,,,,, _ .. i POURER a: ,/ 1 INSURER E: INSURER F: COVERAGES • THEKMES OF NSUPAME U$TED HAVE BEEN ISSUED TO THE DOCK° NAIED ABOVE FOR THE POLICY PERIOD IMItATED. NOTsTANDSIG ANyRot�%j, niva OR CONDITION oP ANY CONTRACT OR OTHER DOCUMENT WrI1-1 RESPECT To MOH THIS CERTFICATE 10,4y BE rIft MAY PP-WAG/JOE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL Ti E TEMA EXCUM/046 AND COMMONS OF .61.104 POUOIES- AOCIREGATE LINIffa SHOWN WV NAve. SEEK RIEDLICELir pAID CLAIMS. I IISTR ADM. MI vOIRo ! 'TYPE OF INSURANCE poLonmawse i I PoucY EFFECTIVE . POUCTOPIRATION ., 1 , cArepaNuoirrI OFIN SIIIIIOSNY) 1 1 azt4E:Rigt imagine , v . 1 • 1 n COMMERCIAL GENERAL maim ‘ pc73424.02 1 1 t0/28/10 10/28111 1 i 00 maws httkm 0 OCCUR . IA 7 : ,--, 1 — i • in 1B I i • C 7 pENL, AGGREGATE LI/ITAPPLIES PER: 1 Lj POLICY u PROJECT U UDC 1 AUTOMOBILE LIAINury Li ANY AUTO Ifl MIMICS AUTOS 0 SCHEDULED AVMS 11 HIRED AUTOS I 0 NON OWNED AUTOS I L-1 GILRAGE LIABILITY Ater 'aro LINOS EACH occvnc L i,aaoo IIAPAGE701"---7 PREMISES (Ea (waren* 50,0 MD ex.ttykroprte petsegi) PERSONAL &A maw GiGNERAL. AGGREGATE. PRODUCTS - OOMMP AOG N> MOWED mamma BODLY omumr ..EST IMMO ExCas LIABILITY OcWR 0 CLAIPAS MAIX . 0 1 . "t/NPRetre6"' i LJ DEDUCTIBLE 1 in. RETENTION 1 WORNERS coaretamari *rat 1 onnArrsas, UM:RAY 'E 1 ANY PROPRIETOR/ PAM NI*EXECUTIVE OFF CER i MEMBER EXCLUDED'? 1 gym, tteauste 141X* .■■■■•• DOM( MIRY tPer accidenn PROPERTY DAMAGE (Par 4oNdentl AUTO ONLY. EA ACCIDENT OTHER THAN GA ACC AUTO ONLY: ASO EACH 00aIRRENCS •AGORPRATE LIi!t j guit E.L. EACH ACCIDENT aL DISEASE - EA EMPLOYEE • SPECIAL PROVISIONS bob* EA. DISEASE POLICY LIPAT OTHER ,oesceap-rtancs OPBRA,TIONS:/ LOCATIONS / -VENSLES EXCIUMONS ADDEO (3Y emoRsareiacr/spF,ErAthantastose cERTIMATE 1-101-DER • Miami Shores Village build dept. 10050 N.E 2rid Ave Miami Shores,, FL 33138 CANCELLATION I WOULD AN? IMAMS'S. DESCRISED POLAZIDS CANCRUED SEFORE THE VPIRATION DATE TI,ENEDF, THE ISSUING IN$ URERMILENDEAVOR TO NAL 10 DAYS )fl IN NOT= TO THE CERTIFICATE HOLDER NAMED TO THE I.EFT, BUT MIME Tow so SHALL IMPOSE NO OBLIGATION OR LIABILIIY OF ANY D UPON MS SIMMER, ITS AUENTS oN manrusENTATNEL I- — I AUTHOR. REPR , • 1 ,11•■••11,404.0. 451 ACORD CORPORATION 95$ Rug 02 11 10:23a Paul Kawalek 19544359878 p.4 MIAMI -DADE COUNTY 2010 LOCAL BUSINESS TAX RECEIPT 201 1 . FIRST-CLASS TAX COLLECTOR MIAMI -DADE COUNTY - STATE OF FLORIDA U.S. POSTAGE : 140 W. FLAGLER ST. EXPIRES SEPT. 30, 2011 PAID 1st FLOOR MUST BE DISPLAYED AT PLACE OF BUSINESS MIAMI, FL MIAMI, FL 33130 PURSUANT TO COUNTY CODE CHAPTER 8A - ART.-9 & 10 PERMIT N0.231 THIS 1S NOT A BILL - DO NOT PAY 571162 -8 RENEWAL BUSINESS NAME / LOCATION RECEIPT NO. 312939 -2 PAUL KAWALEK ROOFING CO CC it 06BS00007 DOING BUS IN DADE CO OWNER PAUL KAWALEK ROOFING CO Sec. Type of Business 15 2%A.4 CIALTY BUILDING CONTRACTOR TENS TAX RECEIPT. NOT PERMIT THE SR TO VIOLATE ANY IRO REGULATORY OR IO LAWS OF THE TT OR CITIES. NOR IT EXEMPT THE ER PROM ANY OTHER IT OR LICENSE IRED RIC4OCEF7Iof =DEWS OUAUFICA- ENT RECEIVED -0405 COUNTY TAX !STOP: 09/20/2010 02280040001 000075.00 SEE OTHER SIDE WORKER /S 1 DO NOT FORWARD PAUL KAWALEK ROOFING CO PAUL R KAWALEK PRES 17443 SW 47 CT MIRAMAR FL 33029 •111111,Iii.ii,.. Ili, ii1i1, 1i1° s1Ih ,.11i,idl5,i.i,1111iI',•'IT i i4JAMI -DARE .COUNTY rAX COLLECTOR 140 W. FLAGLER ST. 1st. FLOOR VIIAMI, FL 33130. .2010 • MUNICIPAL CONTRACTOR'S ..:• 2011 FIRST -CLASS TAXRECEIPT . • U.S. POSTAGE E MIAMI -DARE COUNTY- •STATE.OFFLORIDA PAID .PURSUANT TO COUNTY CODE SEC. 10-24 .. . MIAMI, FL .. . . EXPIRES SEPT. 30; 2011 • PERMIT N0.231 THIS IS NOT A BILL — DO NOT PAY JE1PT N0. 30- 3129392 CC NO: 06BS00007 SINESS NAME / LOCATION 'AUL KAWALEK ROOFING CO DOING BUS IN DADE CO INER :PAUL KAWALEK ROOFING CO iEE BACK OF RECEIPT FOR LIST OF NON-- PARTICIPATING IUNICIPALITIES RECEIPT HOLDER MAY DO BUSINESS AS A CONTRACTOR AS SPECIFIED HEREON. SPECIALTY BUILDING CONTRACTOR :eipt holder must DO NOT FORWARD ster In the city Ire work 1s to be PAUL KAWALEK ROOFING CO e• PAUL R KAWALEK PRES 17443 SW 47 CT MIRAMAR FL 33029 WWNT RECEIVED EVADE COUNTY TAX X7120/2010 12280041001 '00175.00 hV 13 iIIb( t 1t rIII*1ii,I II$ d.{ .j lii1i I Aug 02 11 1O:24a Paul Kawalek 19544359878! 9U$iN� � �� Bang FICATE OF OOMPETEPICY 068S0400T PAUL KAWAL.EK Rte* co 13044 44001t9( KAWALEK PAUL l$ certified undo? the provwuns of VALID FOR CONTRACTING UNTIL 0/2 CosAY Property Information Map My Home Miami -Dade County, Florida Page 1 of 1 Property Information Map Aerial Photography - 2009 This map was created on 7/12/2011 12:25:00 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. 0 28 ft Summary Details: Folio No.: 11- 3206- 014 -3310 Property: 901 NE 97 ST Mailing EDWARD J COREY JR(LE) Address: ETAL Living Units: (REM)STEPHEN WILPON Adj Sq Footage: &W FAITH Lot Size: 901 NE 97 ST MIAMI Year Built: SHORES FL $0/$324,919 33138 -2529 Property Information: Primary Zone: 1100 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 3/3 Floors: 1 Living Units: 1 Adj Sq Footage: 2,063 Lot Size: 11,300 SQ FT Year Built: 1932 $0/$324,919 MIAMI SHORES SEC 3 City: PB 10 -37 LOTS 8 & 9 Legal BLK 78 LOT SIZE Description: 100.000 X 113 OR 9417- 410 COC 24442 -2630 04 2006 5 OR 24442 -2630 0406 01 Assessment Information: Year: 2010 2009 Land Value: $169,442 $177,821 Building Value: $155,477 $166,005 Market Value: $324,919 $343,826 Assessed Value: $324,919 $128,870 Exemption Information: Taxable Value Information: Year: 2010 2009 Homestead: $0 $25,000 nd Homestead: NO YES Taxable Value Information: Year: 2010 2009 $0 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable disqualified as a result of Value: Value: Regional: $0/$324,919 $50,000/ $78,870 County: $0/$324,919 $50,000/ $78,870 City: $0/$324,919 $50,000/ $78,870 School Board: $0/$324,919 $25 000/ $103,870 Sale Information: Sale Date: 4/2006 Sale Amount: $0 Sale O /R: 24442 -2630 Sales Sales which are Qualification disqualified as a result of Description: examination of the deed View Additional Sales http: / /gisims2 .miamidade.gov /MyHome /printmap. asp? mapurl = http: / /gisims2.miamidade.g... 7/12/2011 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 cbQev Re: Owner's Name: Date: q l 2 20t1 Property Address: �� [�ini( "` &13f3 Roofing Permit Number: Dear Buildi g Offici : 1L Lp (boy building because: re'1 he just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) certify that I am not required to retrofit the roof to wall connections of my o./ -ran41,4, Signature CICfral Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/ Swom to and subscribed before me this ) day of Notary Public, Sate of Florida at Large e 's the owner for the above prope )rentioned. • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the bulldiirg of constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigalon. Revised on 5/21/2009 11 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NORI,k." ig-Z TAX FOLIO NO 4 wrx, -04;3310 STATE OF FLORIDA: COUNTY OF MIAMI-DADE: Ti-I€ UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1 111111111111111111111111111111111111111 CIFN 2011R0461300 OR Bk 27754 Ps 3787; Ms) RECORDED 07/13/2011 1142:44 HARVEY RUVIN, CLERK OF COURT MIAMI-DADE COUNTY, FLORIDA LAST PAGE Space above reserved for use of recording o 1. Legal description of property and street/address: 901 1,1 . 'T1 Stioitai Pt .531 3e S Pe> lo IDT q 2. Description of improvement: Oa- 3. Owner(s) name and address: 0 Interest in property: Name and address of fee simple titleholder 4. Contractor's name, address and, phone numb . PA*1-) -ActJ (K.: e. 1-14444-3 5 t.) r5-----P6-E--01 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:. 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 7.13.13(1)(a)7., Florida Statutes, Name, address arid phone nuMber P' 'hi FirtIir 8. In addition to himself, Owners 'designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 7i3.13{1)(b), Florida Statutes. 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 specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTIGE of COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER:7i3;.,.FART i,'. SECTION 713:13. FLORIDA STATUTES; AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO itouR: PROPERTY. A, NOTIOBOf COMMENCEMENT MOST BE RECORDED AND POSTED ON THE JOBSITE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER orl_M ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT fiLQPIXS:001.016' Of ' . .. . •.,Signature(t) of Ow.k or wnaror Autoioize4.0fficar/DireCfor/Partner Prepared By '..,..: We Z.: 1 .:is . Prepared ONIOTFY Sidi* Its tois ., al* A, . . , Print Name e4:1-46 .41-44'' Co. f .4,14:. -,:.:::::,.:-:...::;1 -,, L:......: . :: : ,, . :. ...., , - _L_,...__L, .:_. / .. , IJ . Print Name ,--,. IiiiiitiEli I ir(iiit Title/Of6Ce . ' Oci-)05.4.- : Title/GfRO7: ‘11-tMrTrZELtr STATE OP FLORIDA ' ' - , . ..iiia , ..,. COUNTY • F MIAMI-tiApE , ' * - .,.,. By. . IF aor.--M1,,- Th g.,1 • -iititt ' 4 ; tit was acknowledged 6406'0.16 this ,: clay 0.1:":...71V PleStMiiiiiiirl By IA 4117...:A -'• • ' • 1111111111111MW ;I Individually, or LT iii;i1rAtirar for - -111■731/11111^ErSill _ as ,,.. t3 VeriOnaiiiikiibitsin;,or E ii.auaidilia).0013Wiiid, ,btidantific- , '11111%111.WiTatiNIIIII.C1M1 , AL .:. . Signature �f Wt* Asiiiit: Al i) 1 . ifiniiiiiiigMarg! • ' - , - ' , . • . : Print , Name: iinfErACKWERVetiir wr4 Igor - (SEAL) • "AP VERIFICATION. pliktUANT To SECTIoN-92.025.. FLORIOA tTATLTI*0 TE,..0711,12135'. A OerialtieSdeSaililiy; I Cleolii0 that ffiiiia raad*thca.f6e6gbing 1"1"Alri“-'"'PUBallUe-ria Cubiiii.OS that the tactastatedin it are trim, to the best of my knOWledge. and belief: a 790 i f ,„ 7 CernzalEsi' .°11*iPP*1.12 2'411 Signature s) of Owner(s) or ner()is Authorized Officer/Director/Partner/Manager who signed IreS1 74 A ta, ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. )a1 Contractor's Name \'11a &I\ •' M 00 t n9 Job Address q ©r ivE q1 Ths+ Process No. ® Low Slope ❑ Asphaltic Shingles t&. ROOF CATF.AORY ❑ Mechanically Fastened Tile MI Mortar ❑ Metal Panel/Shingles ❑ Wood 0 co 5 to it", !. ea Set 11 gles hakes 11d Lu n. ❑ Prescriptive BUR -RAS 150 > c. - 0 t5 0 ROOF TYPE cr . 0 CI. C-. ❑ New Roof I Reroofing ❑ Recovering ❑ Repair 9 M Iintert',anc ROOF SYSTEM. INFORMATION Low Slope Roof Area (SF'} Steep Sloped Roof Area (SF) asoo Total (SF) 5 4¢ g 2 8 o U O U < ch w w Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 15.32 IIIII'1iJ.IiJ!iiIIIIIII1i11ols11 • zimumme muminia-tiomnannemillfflammuli EiiiiaI,!1!1IIIpIIp.i 1111111111111111 IIIIIIIMP"19111111111111111,Well summeeneimmaiiiiammormikir 11111111111111EA1 11111111111111111111111110111i1111111* 11111111111111111 1111111111111111111111111111MAIRIIIIIt 11111111111111 1111111111111111111INNIKEIRWI r'LoniOA BUILDING CODE -- BUILDING Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA ") System Manufacturer: Gaf Material Corp NOA No.: 07- 1219.09 Design Wind Pressures, From RAS 128 or Calculations: Pmax t : 49 -2 Pmax2: 82.6 Pmax3: 124.3 Max. Design Pressure, From the Specific NOA stem: 52.5 Deck: Type: Plywood Gauge/Thickness. 5/8 Min. Slope: 1/8:12 Anchor/Base Sheet & No. of Ply(s): 1)76# Anchor /Base Sheet Fastener /Bonding Material: 1 1/4 r.s. coil -1 5/8 tirtcaps Insulation Base Layer: n/a Base Insulation Size and Thickness: n/a Base Insulation Fastener /Bonding Material: n/a Top insulation Layer: n/a Top Insulation Size and Thickness: n/a Top Insulation Fastener /Bonding Material: n/a Base Sheet(s) & No. of Ply(s): n/a Base Sheet Fastener/Bonding Material: n/a Ply Sheet(s) & No. of Ply(s): 2) Piys ply IV Ply Sheet Fastener /Bonding Material: Type 4 Asphalt Top Ply: Gaf Mineral Surfaced Cap Sheet Top Ply Fastener/Bonding Material: Type 4 Asphalt Surfacing: n/a Fastener Spacing for Anchor/Base Sheet Attachment Field: S " oc @ Lap, # Rows 2 @ 9 " oc Perimeter: 6 " oc et Lap, # Rows 4 ®6 oc Corner: 6 " oc Lap, # Rows 4 @ 6 " oc Number of Fasteners Per Insulation Board Field n/a Perimeter n/a Corner n/a Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant • . Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. �—_—° 3d3 ��' 9d • �. Parapet JQr2: +sT�z' ` a -+yP�di Height y- s '� 14' 0 Mean Roof Height ROOF ASSEMBLES Florida Building Code Edition High- Velocfy Hurricane zone uniform Pam* Application Form. Roof System Manufacturer: E»-ej �� Notice of Acceptance Number. 017-05gb► ID Minima Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P i y 1: L-11712 P2: { VV % b P3: 100 l Maximum Desi n Pressure uct Approval Specl is System): (From thp,�( Ro Sk pe: Ridge VrIt ct Steep Sloped Roof System Description t Mean Roof Height: Fire Barrier: Fastener Type & Spacing: �� A9 Adhesive 139e: °ZONA- Type Cap Sheet: q©Jt Type & Size Drip Edge: 33ze,1 v 15.34 FLORIDA Florida Building. Code Editlon- y Hurrfcarls Zone Uniform Permit Section Iw (Tile Cglcutlations) For Moment based tilt systems, choose either Method 1 or 2. Compare the values for with the Mr vaWes from Alt if rte Aft values are greater than or equal to the Mr values, far each erne of the roof, titan the rite at♦Y1ClytrQH method is . } od I "Mum B[assed(]Tile Calculations Per RAS 127" �} �j tP, : f�y/gli �',� Mg, ! t 11 pert 6 � L Product Approve/ Mt f $ '1 (P.:I10j016), A. a �Q!__ .. ni q!]Mg 191..14, r , �' dv(L Product Altgrrttvd "A i/ f�iy j tPi:f.1/!tl_b 7. LSD _ t omg: 0 a Mr i�fi Prud<tct rl 104 q Method 2 "Simplified Tik Cak. ulabo... Per Titbit " kcquun:4 Mumcnt of Resistance (Mr) From Table Below Product Approval Mf Mr required Moment Resistance* Moen Roof height + Roof slap. j 13' 25' 40' 2:12 3:12 4:12 5:12 6 :12 7 :12 34.4 30.4 28.4 IBS 34.4 39.2 360 33.8 32.1 31.6 39.7 37.4 35.1 26.4 24.4 264 21.4 25.9 27.1 42.2 39.9 37.3 34.9 32.4 36.0 'Must be used in conjunction with a list of momeor based tilt systems endorsed by the Broward County Hoard of Rules and Appeals. Por Uplift based tik systems use Method 3. Compared the values for P with the values for Ft If their values are for each arc of the roof. then Ix the attachment method is acceptable. gnaaterttamorequal(oidie Fr values. Method 3 "Moment Bared Tile Calculations Per RAS 127" x w: = _TM J W: x oas B Fe/ Product Appoval F x w: _ ) • W: x cos B = Fr2 Product Approval F' xw:a_._.) -W:, x coB a F r3 . _ Prodsra Approval 17 Where to Obtain Information (P, _ _ x L (P2 x L _ Description Design Pressure Mean Roof Height Root Slope Aerodynamic Multiplier Restoring Moment due to Gravity Aoachmrnt Rcststamec svnybol Pi or P2 or P3 Where iefind- RAS 127 Table 1 or by rot engineering analysis prepared by PE based on ASCE 7 fob Sim ,doh Site Product Approval Product Approval Product Approval Requited Moment Resistance Minimum Auachmau Resistance Calculated P Product Approval Required Uplift Resistance Fr Calculated Average: Tile Weight Product Approval Ilk Dimensions. L = length W =width Product Approval All calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING COM — Bllk1Atr4G 16.3. SECTION 84402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 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 instaifations. 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. Aesthetics-Workmanship: the workmanship provisions of Section. R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renaiied in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 'caP Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. , townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing to be performed. 1 Exposed Ceiling.: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. C-CIJJ Ponding water: The current roof system and /or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6 Overflow scuppers (wad outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wan outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. '�-' Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. 4J#: /' 1111311 I Owner /Agent's Signature '` Date Contractor Signature Revised on 7/9/2009 LD Date MIMIAMDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLEERSTREET,SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 375-2901 FAX (305) 375 -2908 Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be validaf erthe emotion date stated below. The 'Miami-Dade County Pnacluet Control Division (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 warmer,_ the manufacturer will incur the expense of such taming and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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. DESCRIPTION: Bel Air, Bel Air Double Eagle, Ponderosa, Ponderosa Double Eagle, Golden: Eagle Low Profile Concrete Tiles L LENG; Each turit shall beara immanent label with' the manufaeturerfis name erlogo, 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 ken filed and there has beenno change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will orrair aRer the expiration date or if there-has been a -revision er change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any Section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 9. The submitted do.entation was _reviewed by Alex -Tigers. NOA No.: 06- 0526.10 Expiration Date: 10/12/11 Approval .Date; 10/12/06 Page 1 of 9 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Deck Type: Roofing 07320 Roofing Tiles Concrete Wood 1. SCOPE This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumtervrlle, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does excee . • e • esign pressure v ues o tamed by calculations in compliance with RAS 127 using the panties lisp in section 4 herein. The attachment calculations shall be one as a moment based system. 0 2. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Specifications Bel Air Concrete Tile Bel Air Double Eagle Concrete Tile Ponderosa Concrete Tile L =17" W= 12'/" Thickness = $a" L = 17" W =12%" Thickness = i1z" L =17" W= 12%" Thickness = h" Ponderosa Double L = 17" Eagle Concrete Tile W = 12 %" Thickness =' /" Golden Eagle Concrete Tile Trim Pieces L= 17" W = 12 '/" Thickness = 1s" 1= varies w = varies varying thickness Product Description TAS 112 Flat profile concrete roof tile equipped with two nail holes. For adhesive set, direct deck or battened nail -on app TAS 112 Flat profile concrete roof file equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. TAS 112 Flat profile concrete roof tile with slate finish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. TAS 112 Flat profile concrete - roof tile withshake.%ish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. TAS 112 Flat profile concrete roof tile brushed finish equipped with two nail holes. For adhesive set, diet deck .or. battened applications. TAS 112 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. NOA No.: 06- 0526.10 Expiration Date:- 10/12/11 Approval Date: 10/12/06 Page 2 of 9 2.1 SUBMITTED EVIDENCE:. Test Agency Test Identifier PRI Asphalt Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies ERPF -001 -02-01 7161 -03 Appendix III 71-61 -03 Appendix III 7161 -03 Appendix II Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. TheCenterhr Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker sneering, Inc. P0402 Letter Dated Aug. 1, 1994 P09647 -01 94-084 25- 7094 -(2, 5, & 8) 25- 7183 -(5 thru 6) 25- 721441, 5 , & 8) 25-7487-2 25- 7496 -(1 & 4) 25 -7804-6 520109 -I 520111 -4 520191 -1 Calculations Calculations Test NamelReport Date TAS 112 Aug. 2006 Static Uplift Testing Dec. 1991 TAS 102 Static Uplift Testing Dee. 1991 TAS 102(A) Wind Tunnel Testing Dec. 1991 TAS 108 ft-On) Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Wind Tunnel Testing Aug. 1994 TAS 108 (Nail -On) Wind Tunnel Testing Aug. 1994 TAS 108 (Mortar Set) Static Uplift Testier May 1994 TAS 101 (Mortar Set) Static Uplift Testing Oct. 1994 TAS 102 Static Uplift Testing Feb. 1995 TAS 102 Static Uplift Testing March, 1995 TAS 102 Static Uplift Testing Dec. 1995- TAS 102 Static Uplift Testing Dec. 1995 TAS 102 Static Uplift Testing Sep. 1996 TAS 102 Static Uplift Testing Dec. 1998 TAS 101 Stab Uplift Testing March 1999 TAS 101 Aerodynamic Multiplier Sep. 2006 Reston Moments Duc to Sep. 2006 Gravity NOA No.: 06-0526.10 Expiration Date: 10/12/11 Approval Date: 10 /12/06 Page 3 of 9 3. LI[IT ATIONS 3.3 Fire- elfication--is not pate# 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 pmfonn quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Centpliauet Vl it:e 1Vl ieview. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 3,0190.het mopped underlayrnent applications may be installed perpendicular to the roof slope •.r• ti r...■•r ..1 - • 11 111,1 . 11 1 11 :i II'VII 1. ..- 11 1 1 1 *.`i 1 .+ ;• Ii 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with chapter 29 of the SFBC. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Concrete Roof Tiles and its components shall be in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 't: Average Weight j and INmensions tit xw Tile Profile Weight W (tbf) Length -i (ft) Width -w (ft) Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double ;Ea* Rat T1 11.4 1.42 1.03 Table 2: Aerodynamic Multipliers - A fe) Tim Profile AIM Batten Application A{€ j Direct Deck Application Bet Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Fiat Tile 0.301 0.278 NOA No.: 06-0526.10 Expiration Date- 1A112/11 Approval Date: 10/12/06 Page 4 of 9 Table 3: Restoding Momenta due kl M ATile Prn . 3":12" '� 4 " :12" 1 5 " :12$l 4 6 " :12" Greater than " r;12- 2 Bel Air, Bel At Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double E2QiP a Fi t Tile Battens Direct Dfmk Battens Direct Deck Battens Direct Deck ` Battens Direct ' Deck Battens. Direct Deck 7.48 1 I 7.71 I 7.37 1 7.59 1 7.22 1 7.44 1 7.05 1 7.27 � 6.86 I 7.07 Table 4. Attachment Resistance expressed as a Moment - Mf (ft.1bt) for Nall -On Systems Tile Profile 1 Fmtener Type Direct Deck (win 15,/32" p y. ood) I Direct Deck (..1,/ 19.132" ply :rcod)` I Batters 'Bel Ar* , Bea At Double Eagle, Ponderosa„ Golden Eagle, Ponderosa Eagle Flat Tile • 22l0di ngS s Sig 38.1 172 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails , 14.0 18.8 74 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1-1 Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 22.1 1 -10d Smooth or Screw Shank Nail (Save CIO 19.0 19.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails Wave) 31.9 31.9 32.2 2 -1Od Ring Shank Nails; 50.3 65.5 48.3 11. Installation with a 3" tile head!) and fasteners are located a . of2 “ fromheadof .t NC)n No.. 06- 0526.10 Expiration Date: 10/12111 Approval Date: 10/12/06 Page , of Tam 5. Attachment Resistance Expressed as a Moment Mr (ft -ibf) for Two Patty Adhesive Set Systems toe Appncanon ....i; P_rofile Bel Air, Bel Air Double Eagle, minimum Attachment Resistance 1 yr nu v u, vVtLt 11 Lgy,G, 1 VI IUCI UAQ Double . Plat Tile Adhesive 2 See manufactures component approve for instaltatlon requirements 3 Flexible Products COmrt lnv Tit Rnn/3 Avorana tuainh nnr nnifi. 19 0 -" __.... rui warn rroouct, mc. Average weight per patty 8 grams. 11.3 Table 5A: Attachment Resistance Expresser! as a Moment - Mt (ft-lbf) vor TiieProf!ile Tile Application Bel Air. Bel Air Double Foote Pnnrlprnca Dnh,Drnn9 voiaen ramie,1-'onaerosa Double Eagle Flat 1 PolyProT' Tile 4 Large paddy placement of 45 grams of PolyProTM. .� AAn.I:...»......�,.l.. _l...._... _..i _the ... . .. +.. MinimumAttachment Resistance 440 04 40.4' Table 58: Allabbieent Resistance Expressed as a Moment - ifllr {R lbf} for Mortar or Adhesive Set Systems Tile Pr file Bel Air, Bel Air Double Eagle, Ponderosa, CSnirIcn F•rdo Dnnrdr ... n ru ...t i C I rv_a Tile 1 6 T -Tlte Roof Mt Modar. I e -Application Mortar Set" Attachment rtee 43.9 5. IABE1ANG All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See w= urezuvvy, re itnitnritig statement. wnanit -vase county Yroctuct Control Approved". Aid' r i L!J1 V Ett Ant t i »t EA%11,, POTWERMA, trOLD>If LAOUE, rONIJEROSA DOUBLE EAGLE CoNCaETZ ROOF TILE LABEL, SUMTERVILLE PLANT (LOCATED ON UNDERSIDE OF TILE) NOANo.: 06-0526.10 Expiration Date: 10/12/11 A" rnvatD9te' i911.2.196 Page 6 of 9 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS BEL Am NOA No.: 06- 0526.10 Expiration Date: 10112/11 Approval Date: 10/12106 Page 7 of 9 BEL AIR DOUBLE EAGLE PONDEROSA PONDEROSA DOUBLE EAGLE NOA No.: 06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 Page 8 of 4 GOLDEN EAGLE END OF THIS ACCEPTANCE NOA No.: 06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 Page 9 of 9 MIA M IDAI� BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee 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 BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 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 shad be provided to the user by the manufacturer or its distributors and ah i11 be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by JRrge L. Acebo. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® A11160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the Locations where the design pressure requirements, as determined by applicable building code, does 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 tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product pensions Polypro® AH160 N/A Foampro® RTFI000 N/A ProPack® 30 & 100 N/A Test Specifications TAS 101 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbsJft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs.iFt2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158.,100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agcy Test Identifier Test Name/Report Date Center for Applied Engineering 1194-060 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 11/02195 25 -7492 SSTD 11-93 12/12/95 Miles Laboratories NB- 589 -631 ASTM 1)1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739-062b[1} ASTM. E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 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 10I • 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro A11160 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 Polypro® A13160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F= MS NOANo.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 3 of 7 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 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 Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance 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. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation 'must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® 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). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved: 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® A11160 shall not be exposed permanently to sunlight. S. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table_ 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #I 17 /side on cap and 34/pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro® A1-1160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06-0201.02 Expiration Date: OS/I0 /II Approval Date: 04/13/06 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY NOA No.: 06- 0201.02. Expiration Date: 05/10/11 Approval Date: 04/13/06 Page S of 7 Nallthrough plastic cement ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through plastic cement undedaymetd Paddy (Beneath Tile) 7.C%in Ewa Co illeephole Bodo= IMP edP NOA No.: 06- 0201.02 Expiration Date: 050/11 Approval Date: 04 /13/06 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY 21n.1 T fn. medum Fascia size paddy save course only END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 0:5110111 Approval Date: 04/13/06 Page 7 of 7 M I A M MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE NOA GAF Material Corporation. 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 and the High Velocity Hurricane Zone of the Florida Building Code. • DESCRIPTION: GAF Conventional Built -Up 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 inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 03- 0501.05 and consists of page 1 thigh 19. The submitted documentation was reviewed by Jorge L. Acebo. (!) NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Tyne: Maximum Design Pressure Roofing BUR Wood -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Leak BusterTM MatrixTM 307 Premium Asphalt Primer 3, 5, 55 gallons ASTM D 41 ASTM D 1863 ASTM 1227 GAF Mineral ShieldTM 60 & 100 lb. bags Granules Leak BusterTM Matrix"' 305 Fibered Asphalt Emulsion Leak BusterTM Matrix"' 303 Premium Fibered Aluminum Roof Coating LeakBuster"' MatrixTM • 322 Elastomeric Roof Coating LeakBusterTM MatrixTM Select Asphalt Emulsion Fibered 306 Leak BusterTM MatrixTM 204 Wet/Dry Roof Cement RUBEROIDD Modified Bitumen Flashing Cement LeakBusterTM MatrixTM 201 Premium SBS Flashing Cement GAFGLAS® #75 5 gallons - 1, 5 gallons 55 gallons 55 gallons 1, 5 gallons .. 5 gallons 5 gallons Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield"' Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. Elastomeric roof coating. Asphalt emulsion Fbered. ASTM. D -4586 Refined asphalt blended with a mineral ASTM D -3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement 39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat wide base sheet. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 2 of 19 Product GAFGLAS® #80 ULTIMATM Base Sheet GAFGLAS® Flex PlyTM 6 GAFGLAS® Ply 4 GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet • • GAFGLAS® STRATAVENI'® EliminatorTM Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT® EliminatorTM Nailable RUBEROID® SBS Heat- We1dTM Smooth RUBEROID ®SBS Heat- WeIdTM Granule RUBEROID® SBS Heat- We1dTM 170 FR RUBEROID® SBS Heat WeldTM PLUS RUBEROID® SBS Heat- Weld'r"" PLUS FR. RUBEROID® SBS Heat- We1dTM 25 RUBEROID® Modified Base Sheet Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (I meter) wide 39.37" (I meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Various 39.37" (1 meter) wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide Test Prod uct • Specification Description ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D 3909 ASTM D 4897 D 3672 ASTM D 4897 D 3672 ASTM D -6164 ASTM D -6164 1 meter (39.37") ASTM D -6164 wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37") wide 3937" (1 meter) wide ASTM D -6164 ASTM D-6164 ASTM D -6164 ASTM D4601, Type II, UL Type G2 BUR Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied layer of TOPCOAT® EnergyCoteTM. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer-modified asphalt and smooth surfaced. Non-Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with . polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Premium glass fiber reinforced SBS modified base sheet NOA No.: 07- 1219.09 Expiration Date: 11/04113 Approval Date: 03/20/08 Page 3 of 19 • Product RUBEROID® 20 RUBEROIDce Mop Granule RUBEROID® Mop Plus (Granule) RUBEROID® MOP Smooth RUBEROID® MOP 170FR RUBEROID® MOP FR RUBEROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID® TORCH PLUS (Granule) RUBEROID® TORCH FR RUBEROID®170FR TORCH RUBEROID® 30 RUBEROID® 30 FR RUBEROID® ULTRACLAD® RUBEROID® Dual FR Vent Stacks (metal and plastic) t7.02/z.4._ • APPROVED! Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide •39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) . wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) Wide 39.37" (1 meter) wide 39.37" (1 meter) wide 3937" (I meter) wide 39.37" (1 meter) Wide Test Product Specification Description ASTM D 6163 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 5147 ASTM D 5147 .ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 TAS 100(A) ASTM D 1929 ASTM D 635 SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer- modified asphalt and smooth surfaced. Non-Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granule's. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Asphalt impregnated, coated felt, surfaced with mineral granule. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Non -woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat coated with Polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer modified asphalt and surfaced with mineral granules. One way valve vent used to relieve built -up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 4 of 19 4 Product Leak BusterTM MatrixTM 302 Non Fibered Aluminum Roof Coating GAF Built -Up Roofing Asphalt RUBERO1D° MOD Asphalt, Asphalt L & Asphalt P Leak Buster" Matrix*" 602 • Leak Buster*" MatrixTM 715 LeakBusterm MatrixTM 531 WeatherCoteTM SeamCote" FireOutTM . VersaShield° VersaShield° FB -1S VersaShield®. FB -2S TOPCOAT° FireShield° MB Leak Buster", MatrixTM 201 SBS Flashing Cement • Leak Buster*" Matrix*" 102 SBS Adhesive Leak Buster", MatrixTM 202 SB$ Flashing Cement Leak Buster*" MatrixTM 203 Plastic Roof Cement Leak BusterTM Matrix*" 103 Cold Process Adhesive s 7' APPROVED Dimensions 5 gallons 100 lb. cartons, bulk 60 Ib. kegs 5 gallons 5 gallons 2 gallons 2, 5 gallons 5, 55. gallons 350sg ft. roll 350 sg ft. roll 350sg ft. roll 5, 55 gallons • 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons Test Specification ASTM D2824, Type I ASTM D312, Types I, II, III and IV proprietary ASTM D-412 ASTM D -21 -96 ASTM D1475 ASTM E -1644 ASTM D3019 ASTM D3019 ASTM D4586 ASTM D4586 ASTM D3019 Product Description Non-fibered aluminum pigmented, asphalt roof coating. Interply mopping and surfacing asphalt, SEBS modified asphalt. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Elastomeric roofing membrane. Low VOC, fire barrier coating. Non Asphaltic Fiberglass -Based Underlayment. Non - Asphaltic Fiberglass -Based Underlayrnent. Non - Asphaltic Fiberglass -Based Underlayment. Elastomeric roofing membrane Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Cold Applied Asphalt Adhesive. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 5 of 19 s Product Leak BusterTM Matrixm 303 Fibered Aluminum Roof Coating Leak BusterTM Matrixm 304 Non Fibered Aluminum Roof Coating Test Dimensions Specification 5 gallons ASTM D 2824 gallons APPROVED INSULATIONS: Product Name EnergyGuardm RA, RN Composite A & N. EnergyGuardTM Fiberboard Energ /GuardTM Permalite EnergyGuarcim GAFCANTTM EnergyGuardm Permalite Recover Board EnergyGuardTM Tapered Edge Strip EnergyGuardTM Perlite EnergyGuardTM High Density Fiberboard EnergyGuardm C mposite EnergyGuardrm Composite RA Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens Deck ®, Dens Deck® Prime, Dens Deck® Dura Guardm Structodek SecurockTM Product Description Fibered aluminum coating. ASTM D2824, Non - Fibered aluminum pigmented, asphalt Type I roof coating. Table 2 Product Description: Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite board Perlite insulation board High density wood fiberboard insulation. Polyisocyanurate /wood fiberboard composite Polyisocyanurate/wood fiberboard composite Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Wood fiber insulation board Fiber reinforced roof board Manufacturer (With Current NOA) BMCA ° ' GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA generic generic generic G -P Gypsum Corp Knight Celotex USG Corporation NOA No.: 07-1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 6 of 19 APPROVED FASTENERS: Fastener Number Product Name 1. Drill -Teem #12 Standard, #14 and #15 extra Heavy Duty Fastener , Heavy Duty Roofing Fastener 2. Drill -Teem ASAP 3. Drill -Teem #12 or #14 Standard screws with AccuTrac Plate 4. Drill -TecTM Galvalume Plates 5 Drill -TecTm Polypropylene Plates 6. Drill -TecTm AccuTrac Plate EVIDENCE SUBMITTED: Test Agency Factory. Mutual Research Corp. PRI Asphalt Technologies, Inc. IRT of S. Fl. TABLE 3 Product Description Insulation fastener and Base Play fastener for steel, wood & concrete decks. Pre - assembled Drill - TecTm Fasteners and metal and plastic plates. Base sheet fastening assembly. Round Galvalume stress plates. Round polypropylene stress plates. Square Galvalume® coated steel plate. Test Identifier J.I.2B8A4.AM J.I.3B9Q 1:AM J.I.ODOA8.AM J.I.ODIA8.AM J.I.0Y9Q5.AM 3029832 GAF - 012 -02 -02 GAF - 020 -02 -01 02 -005 02 -014 Dimensions Various Manufacturer (With Current NOA) GAF Materials Corp. Various GAF Materials Corp. Various GAF Materials Corp. 3" and 3W GAF Materials Corp. 3" and 3 A" GAF Materials Corp. 3" Square GAF Materials Corp. Description 4470 4470 4470 4470 -TAS 114 4470 - TAS 114 4470 - TAS 114 Physical Properties ASTM D 4977 TAS 114 TAS 114 Rigs 07.02.97 01.08.98 07.09.99 07.29:94 04.01.98 05.11.07 11.06.01 02.01.02 01.18.02 03.22.02 NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 7 of 19 Deck Type 1: Wood, Non - insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield®Non-Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® Heat- We1dTM Smooth or RUBEROID® Heat- We1dTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex PIym 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 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 ®Flex PIym 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 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® Flex PIyTM 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® #8OULTIMATM, RUBEROID®20, RUBEROTD®Mop Smooth, base sheet attached to deck with approved 1'A" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure --60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or Drill -Term AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -TeceM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 17 of 19 Surfacing: GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecT' #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecT' AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) L Sce P #80 ULTIMA, RUBEROID® MOP Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbsJsq. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCaprm Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400lbs. /sq. and 300 lbsJsq. respectively in a flood coat of approved asphalt at 601bs. /sq. or applied in a flood coat of Leak BusterTM Matrix"' 103 Cold Process Adhesive applied at a rate of 3 gal./sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 11;;s./sq. 3. Leak BusterTM Matrix, 303 Premium Fibered Aluminum Roof Coating, at 1.5 galisq. 4. - Leak BusterTM Matrix", 715 , Leak BusterTM Matrix"' 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing • Membrane, applied at 1 to 1.5 gal. /sq. 5. Leak Buster", Matrix"' 602 MB Xtra Elastomeric Roofing - Membrane, EnergyCote® roof coating applied at 1 to 1 :5 gal. /sq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at lto 1.5 galisq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. 1 1 - • 110 - 1 Maximum Design Pressure: See Fastening Above NOA No.: 07-1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 18 of 19 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex PIyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum ' /a" Dens Deckm, or 'la" 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. with . 2. Insulation may be installed in multiple layers. The fig shall be adhered 'm a full mopppng f approved Product Control Approval guidelines. All other layers 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 in approved asphalt, 3. All standard panel sizes are acceptable for mechanical attachment. When applied pp panel size shall be 4' x 4' maximum• applications over closed cell foam 4. An overlay and/or recovery board insulation panel is required on a l aappp s used the base sheet shall m Y mopped. 24" o.ce ba• base sheet et shall 8" be insulations when the base sheet is full mo pad. If no recovery circles, applied using spot mopping with approved asphalt, ribbons in three rows, one at each sidelap and one down the A 6" break shall be placed every 12'�Un area of ventilation. Encircling of the strips is not acceptable. each ribbon to allow cross ventilation. Asphalt application of either system shall be at a n inim m rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a m pressure of -45 of sf. 5. Fastener spacing for insulation attachment is based on n Standard TAS 105. If ithe fastener value, as field- tested, as tested in compliance with Testing App acceptable. tested, are below 275 lbf. insulation attachment shall not be accep 6. Fastener spacing for mechanical attachment of anchor/base maximum membrane �Misted is based on a a specific minimum fastener resistance value in conjunction with system. Should the fastener resistance be less than that required, , as Regidetermined ind Engineer; Building Ar chitect, ci 1, signed and sealed by a or a revised fastener spacing, prepared, gn Registered Roof Consultant may be submitted. Said revised � 105 and calculations in ompli tan a with resistance value taken from Testing Application Standards Roofing Application Standard RAS 117. uplift pressure requirements of these areas. 7. Perimeter and corner areas shall comply with the enhanced up P Fastener densities shall be increased for both insulation and base sheet aansd alccu d by Florida compliance with Roofing Application Standard RAS 117. Calculations prepared, signed (When this limitation is Professional Engineer, Registered Architect, General Limitation #9 will not be applicable.) specifically referred within this NOA, profile, and/or flashing termination designs shall S. All attachment and sizing of perimeter nailers, metal p requirements. conform with Roofing Application Standard RAS 111 and applicable wind load require' a zones (i a . field, 9. The maximum designed pressure limitation listed shall be applicable shall all bo f pressure for nehane perimeters, and corners). Neither rational analysis, nor extrapolation fastening at enhanced pressure zones (i.e. perimeters, extended corners on #7 will not e applicable.) limitation is specifically referred within this NO A , General Limitat 10.. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code. Code and Rule 9B-72 of the Florida Administrative CCEPTANCE END OF THIS NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 YUU( nu'. r'umu nana...a... ■ 192 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)- Continued Base Coat: "A-38 Series ", 075 gal /sq. Second Base Coat: "A -38 Series ", 0.75 gal /sq. Wear Coat: • " A -38 Series ", 0.75 gal /sq plus walnut shells at 0.75 lbs per sq. Surfacing: , " A -38 Series", 0.75 gal /sq plus walnut shells at 0.75 lbs per 46 p NC Incline: 3/4 Foam: Spray application of 2 -in. thick "Polyfoam 273" (2.7lb /ft.3 ) Surfacing: Spray application of 28 to 34-mils 28730" (aluminum) 47 Deck: NC Insulation:. Spray application of 2 -in. thick "Polyfoam 273" (2.7 lb /ft.3 Surfacing. Spray application of 28 to 34-mils "U- 8782 ". (ivory) GAF MATERIALS CORP R1306 1361 ALPS RD, WAYNE NJ 07470 "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized, as an C GP G sum j thick (min) sum board or 1/4 in. thick (min) 2 Deck C -15/32 When this is done, the resulting g r, ' musts composite, pe ` • mbushbl (15/32 in min) roof decks. The joints in the gypsum board and urethane composite, wood fiber / isocyanurate composite, phenolic, any overlayment board are offset m. eck. thickness. • part of the roof system, it must be pla'ce'd below the overlaymeet board. Ply Sheet: Three or more layers Type G1 " GAFGLAS Ply 4" or multiple plies LAS "Ply " may be adhered to GP Y Ply alternate t Type G2 base sheets in any of the following lassifications. ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)- Continued "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Rooting Asphalt" may be 'surfaced with "Fireshield MB" at 2.5 - 3.0 gal /sq. Class A, B and C Hot roofing asphalt, for use with organic an`.; 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 perlite, wood fiber, glass urethane isocyanurate, composite, urethane, fiber/isoocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type GI " GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. \ Surfacing. Gravel. 1/2 in. ( )gyp Incline: 2-' DensDeck® may be used in any existing noncombustible deck Class cation �/ Insulation (Optional) Orie or more layers perlite, wood fiber, glass d th ulti roofing system is acceptable for use over fiber, isocyanurate urethane 'perlite/isocyanurate perlite/ •2• eo a ff t 6 ' with the joints in the d If polystyrene is Also ultipl lies of "GAFGLAS Ply 4 or y y "GAFGLAS Pl 6". G pp Densl ?eck® in hot asphalt. •, • En rjrGuard Ultra" is an acceptable alternate to " EnergyGuard" in any Sapp Sheet: "EnergyCap layer Mineral es Surfaced aC �Mtmeral Surfaced „p apphcab a Classification. Incline: 2 GAF Stratavent Eliminator Venting Base Sheet (Mailable)" maybe mechani- 3, Deck: NC (Optional) One or. more layers perlite, wood fiber, glass tally mopped noncombustible decks d a recover over ber, isocyanurate, urethane perlite/isocyanurate P per' attached or hot mo ed over noncomus a ec an as Insulation orate composite, perlite/ roof systems. fi isocy e{ .AS systems. Insulation. may be utilized as a cover board over "EVER- urethane composite, wood fiber / isocyanurate composite. phenolic, 2 in: • insulation in any of the followin g systems. maX. . • , , otherwise indicated, the roof insulation is mechanically fastened, Ply Sheet: Two or more layers Type G1 " GAFGLAS Ply 4".. or, "GAF- th •hot mopping asphalt or urethane insulation adhesive. Polys Y ce in any of the following Classficatons include "ENERGuard F • GLAS Ply 6". Cap Cl.. et . One layer • Type G3 "GAFGLAS Mineral Surfaced Cap to glass her insulation include "EnergyGuard Fiberglass Insu- Sheet" or " EnergyCap Mineral Surfaced nCa ne Sheet". „F • 1/2 `` ' • 4. Dec PHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. - asphalt glass mat base sheet ("GAFGLAS Type 5 Base Sheet" or ly Sheet Any UL Classified gravel surfaced Class A asphalt ass fiber #80 ULTIIvIA" ) 'is a suitable alternate for Type GI asphalt glass ' Bbeitoly sheet ( "GAFGLAS Ply 4" or " GAFGLAS Ply 6" ) in the Class A, B or C" s tems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sbeet .".3AF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stsatairent Eliminator Venting Base Sheet (Mailable)" . Perforated to be mopped and nailable to be mechanically attached granule side down. 1. As an ;option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ", " GAFGLAS #80 ULTIMA' or "GAF Stratavent Eliminator Venting Base Sheet (Mailable)" maybe substituted for Gl asphalt glass fiber ply. shy ("GAFGLAS Ply 4" or "GAFGLAS Ply 6 ) as the nailed base p y m following systems. ' mo or mechani- cally ply or base sheet may be solid mopped, spot mopped tally fastened. Unless otherwise indicated, all insulations may be hot mopped or mechani- cally fastened. "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When " perlite" is referenced, this includes " GAFTEMP PERMALITE ®" or any other UL Classified perlite insulation. ed stone or slag are suitable alternates for gravel in any of the Class A, B or C'systems listed. 'Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over•C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper/polystyrene/perlite) l is a suitable alternate for isocyanurate board in the following Class A, B or •C systems. "BMCA EnergyGuard RA ", "BMCA Tapered EnergyGuard RA" and "BMCA EnergyGuard may be substituted for any Atlas polyisocyanurate insula- tion m anv 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 any4of the following systems.- •eck: C- 15/32 • Incline: l . Slip Sheet (Optional): Red rosin paper,.nailed to deck.. be'w Base Sheet One layer Type G2 "GAFGLAS #75 Base Sheet" (may . nailed). Ply Sheet One or more layers Type Gi ' • GAFGLAS Ply 4 or GAFGLAS:: P1y6 Cap Sheet One layer Type G3 " GAFGLAS• Mineral Surfaced Cap eet" or " EnergyCap Mineral Surfaced Ca • Sheet ". a ismt " GAFGLAS Flex Ply 6 LOOK FOR THE UL MARK ON PRODUCT " is a suitable alternate to "GAFGLAS Ply 6 ". :'..Base Sheet One layer Type G2- "GAFGLAS #75 Base Sheet ". Ply Sheet One or more layers Type G1 "GAFGLAS Ply 4" or "GAF' • GLAS Ply 6 ". Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". 1 4i 7: Deck: C-15/32 Incline: 2 •. Insulation: One or more layers perlite, glass fiber, isocyanurate, thane, perlite / isocyanurate composite, perlite/urethane composite, p nolic 10 in. in (offset from plywood joints 6 in.)... Base Sheet: One or more layers Type G1, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (Smooth or Gran "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Gran or "Ruberoid Mop Plus" (granule). Cap Sheet Type G3 "GAFGLAS Mineral Surfaced Cap Sheet " EnergyCap Mineral Surfaced Cap Sheet ", hot mopped. 8. Deck: C-15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, fiber, isocyanurate, urethane, perlite / isocyanurate composite, per, urethane composite, wood fiber /isocyanurate composite, phenoli thickness. Base Sheet Two or more layers Type G2 or G3. Ply Sheet (Optional): One or more layers Type Gl. .: Membrane: One or more layers "Ruberoid Torch" (Smooth or Gran - - • "Ruberoid Torch Plus" (granule), "Ruberoid Mop' (Smooth or•.G or "Ruberoid Mop Plus" (granule).