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RF-12-203Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 169653 Scheduled Inspection Date: May 07, 2012 Inspector: Bruhn, Norman Owner: Job Address: 874 NE 99 Street Miami Shores, FL Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Permit Number: RF -2 -12 -203 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1132060142410 Phone: (305)953 -3333 Building Department Comments RE -ROOF TO A NEW COLORTHRU TILE AND FLAT MINIRAL CAP SHEET ROOF. 's,V6c7 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments e c---- May 04, 2012 For Inspections please call: (305)762 -4949 Page 9 of 50 F.I.E. FLORIDA INTERNATIONAL ENGINEERING &TESTING LAB INSIGHT.INNOVATION.INTEGRATION Florida International Engineering and Testing Lab LLC 16701 SW 117 Avenue, Miami, FL 33177 Telephone: (305) 378 - 1991 -Fax: (305) 378 -1997 Miami -Dade Lab Certification # 07- 0612.11 -State of Florida ca #27273 SITE SPECIFIC INFORMATION Owner's Name: 5.04 U 4 v -e...1.-‘$ Job Address: 7-4 NIP- cm 6T. M ("64 I tI '' I'1 Roofing Contractor: +R tl 4.. i T� 'woe 't 144 Permit Number:.F -2.• Y2..— Z ®3 Type of Tile: i De-2 4i1EJ DA. r r E1d•4_4. CST Approximate Roof Height: Vt. feet Slope: 1= 2- Approximate Square Footage: t I `aaw ftZ Type of Access to Roof: /Ladder OtherRequired Testing Force: 35 lbs. Testing Equipment: F.G.E. 100x Shimpo Instrument Date Installed: bf i8 — (2 - Date of Inspection: s• 'z . t 2.. TEST RESULTS P= PASS, F= FAIL Test Location 1' or F Test Location 1' or F Test Location 1' or F Test Location P or F Test Location I' or F 1 6jer 21 ej 41 A *f 61 81 2 22 17.645 42 62 82 3 23 43 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74 94 15 35 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 79 99 20 40 60 80 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: S ft Area Units or ft2 No. of Tests Perimeter a owe 14 Field 4 m o � Corners XI_ zify�('' Hips &Ridges C. 114 0 RESPECTFULLY SUBMITTED BY: Viuta Lz FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB, LLC Job Addrgss: 6 ¥ 4 AJ, l.. 0j cA l ., 1l/l ' r..+ l 5 g trzof E -fit N�' �kttshof Roof IMMINERREMIIIINEMINUMMUMUNIERMIHIMME 1111. iiiii1111 MIHISI iii11i11iiii11i1111111ni ■iiiiii11iiIa MUM IIIIIMINSI III IRIII 1111111111111111MIUMMINMERIUMENEMEREMERIUMIS M� /��11i1111�111/!��/��i�� »!� >/ «ice/ sammaanamamonasummummmunmumamum ■fit /ammissammu amanaminamI Ensamin ■iIi ii Iii /1ilIiiiiiiiiiiiiiiiiiiiRUU ■■ f�ii1111i11�11I5uRII11URii11i ■iiili1111ii11ii■ i111111111111a1111it zur i tali aiiiii11immai1111ii11s■i ■'11iiiitlfrr11�i�1111iiiii111111■ 1111111111111111111111 ■/ i11!1111i111111i1111111111ii11111!111111i111111 11111111i111111i■i 111111111111111illnqUillairS1111ff id111111111111111111111.11111MIMINE ■ii10611111/02GI SOUMMINIIIII M ii Uliiiil N ii11ltrai11L11 a :1111!x- 1111111 taIfsswc 1111i1l11ii11iii ■1111111111■1E T(1 11111111111111111111111NAIVIII4 21iii111111i1111i1111 i11111111111M1 Lid gainfill111111Min ■iVA11i11iMINIMiiii■ immormwegnZiTIVAMIOUraillallIMUIRIMMUIRIMINUMI MIN ►`,i1ir isiiiiii . +,,�rs= �.�i•t'li�iiiiiiiiir ■i1111ii1111PRI \ AIMI ARID !E2r7111i11ii11111111 ■1111111111 1111111111FFEURSITNENIMPotallIMINIMMIUMMERIE inumumworouphissEdimmoto IPINNEAPIIIIIINEUERIMMUla 11111111111i01111 i0ii111Faiiiii a E SiFAIiiiiiiiiSi■ r !ii f oRINM iiiiiii#iisi !iMiiiiii MUM !v jii11iuI iIiiiisii: iiai11.IIU /> ■Innis fiiani iiiliiiiiiiiiiiiii mailt11i IIRINININOMMUOMMINIMINHIMMINIMUMMUIREIRMI ■11111111i1i1111 'Siiiiiii11111111iiiii11111111ii11i1111i IMMINIUMNIMUNIMUMENNESIUMMIUMMIMMUMININE 1111111111 11111111111111111:ii111111111111iiEMMIRIMMI MEN ■iii»tii11ii1111i1111i1111i11siiIIU IRi111111iiSi11 Notes Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 169647 Scheduled Inspection Date: March 06, 2012 Inspector: Bruhn, Norman Owner: Permit Number: RF -2 -12 -203 Job Address: 874 NE 99 Street Miami Shores, FL Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Permit Type: Roof Inspection Type: Renailing Affidavit Work Classification: Tile /Flat Phone Number Parcel Number 1132060142410 Phone: (305)953 -3333 Building Department Comments RE -ROOF TO A NEW COLORTHRU TILE AND FLAT MINIRAL CAP SHEET ROOF. Inspector Comments Passe O Jj c>� r� Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 05, 2012 For Inspections please call: (305)762 -4949 Page 8 of 20 RE: Permit# RF-2 -12 -203 Miami Shores Village Building Department INSPECTION AFFIDAVIT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: 03/02/12 Carlos Arocho licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) License #: 0 0 0 01 7 8 8 9 On or about March 2, 2012 FS 468 Building Inspector , I did personally inspect the roof deck nailing and (Date & lime) Secondary water barrier work at 874 N.E. 99 Street Miami Shores, Fl 33138 (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property mentioned. Swom to and subscribed before me this d Notary Public, Sate of Florida at Large L 0/2 NOTARY PUBLIC-STATE OF FLORIDA ,:Commission o Hernandez Expires D930046 sorDIDlxExP . OCT. OC10, 2013 7 LAN"CIC 1303,1DDIG CO., INC. *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 RE: Permit# RF -2 -12 -203 Carlos Arocho Miami Shores Village Building Department INSPECTION AFFIDAVIT (Print name and drde License Type) License* 0 0 0 017 8 8 9 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: 2/29/12 licensed as a (n) Contractor / Engineer / Architect, FS 468 Building Inspector On or about February 2 9 , 2 012 , I did personally inspect the roof deck nailing and (Date & time) Secondarvwaterbarrierworkat 874 N.E. 99 Street Miami Shores, Fl 33138 (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this .2 Notary Public, Sate of Florida at Large day o &bau� y 020 /Q1 NOTARY PUBLIC -STATE OF FLORIDA " "•••, Marylou Hernandez ° Commission #DD930046 Expires: OCT. 10, 2013 BONDED THRU ATLANTIC BONDING CO., INC. *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 # dearly shown marked on the deck for each inspection Revised on 5/21/2009 fi DING Miami Buildii 10050 N.E.2nd A Shores Village ig Department enue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S rONE NUMBER: (305) 762.4949 Permit No. Master Permit No. PERMIT APPLICATION FBC 20 09 Permit Type: BUILDING IOOFING� Owner's Name (Fee Simple Titleholder) Susan Wes Owner's Address 874 N.E. 99 Street City Miami Shores State Florida Tenant/Lessee Name Email ey RECEIVED FEB 0 3 2012 e 12 -2e33 Phone# ( 305) 790 -2471 Martha Zip 33138 Job Address (where the work is being done) 874 U.E. 99 Street Phone # City Miami Shores Village FOLIO / PARCEL # 11-3206-014-2410 Is Building Historically Designated YES County Miami -Dade Zip 33138 NO X Flood Zone Contractor's Company NamQuality Roofing 9ontractor, Ihene# (305) 953 -3333 Contractor's Address 13800 N . W . 1st Avenu City Miami State F -orida QualifierName Carlos Arocho State Certificate or Registration No. RC 0 0 5 8 6 2 7 Contact Phone ( 305) 953 -3333 Architect/Engineer's Name (if applicable) Zip 33168 Phone# (786) 367 -2029 Certificate of Competency No. 000017889 E -mail qualityroofing88 @yahoo.com Phone # Value of Work For this Permit $13,000.00 Type of Work: Addition ❑Alteration Square / Linear Footage Of Work: 20 0 0 s g f t. F l a t 500sgft. Flat [New a Repair/Replace ❑ Demolition Describe Work: Reroof to a new Colorthru Tile and FLat MIneral Cap sheet roof. ********* * * * *** * * * * * * * * * * * * * * * * * * * * **-x* Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * *** Submittal Fee $Sc • 0A4j Notary $ Scanning $ Double Fee $ Training/Education Radon $ ee $ DPBR $ Structural Review. $ Violation date: Technology Fee $ Bond $ Total Fee Now Due $ 2 ` 1 See Reverse side — Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Zip 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 FT.ECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, 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 r reinspection fee will be charged. Signature Owner o Agent The fore oing instrument was acknowledged before me this day of) 20LI , by S &sr.,,, S, W s who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: NOTARY PUBLIC -STATE 0!alyi•sRIDA Marylou He s• . dez My Commission Ext :Commission #DD930046 'o.,, ' ,.•' Expires: OCT. 10, 2013 BONDED THRU ATLANTIC BO\'D NG CO., INC. Signature Contractor The foregoing instrument was acknowledged before me this.! day of 36w`. ,2011,by &IO) Ar OC-tt_o who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: NOTARY PUBLIC -STI f OF FT,ORmA ir ` = Marylou Hernandez My Commission Exp Commission #DD930046 Expires: OCT. 10, 2013 BONDED THRU ATLANTIC BONDING CO., INC. kk*** kk 9toYsYs4*3e3es4droY**oY**3roYoY9e*de *9edtoY4e* ***k 4raYok4c*oY*3 :3rir3:4e4r*de9:4e:t•*** **** **** k***** 4r***drae*& ***de4c**4r***SsoY*xk4 * ** ***** APPROVED BY a4(file:709.77r.1---- Plans Examiner Engineer (Revised 07 /10 /07XRevised 06/10/2009) Zoning Clerk checked NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE ATTIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 11 STATE OF FLORIDA: COUNTY OF. MIAMI -DADE: . 3206 -014 -2410 THE UNDERSIGNED hereby gives notice that improvements property, and in accordance with Chapter 713, Florida Statut is provided in this Notice of Commencement. 1. Legal description of property and street/address: will be made to certain real rs, the following information 111111111111111111111111111 11111111111111 1111 CFN 21012R0092713 OR Ek 27991 P9 3616► (1Ps) RECORDED 02/C 09/2012 09:46:25 HARVEY RUVIHr CLERK OF COURT I1IAi1I -DADE COUNTY, FLORIDA LAST PAGE 874 N.E. 99 Street Miami Shores, Fl 33138 2. Description of improvement: Reroof to a new Tile and Flat Cap sheet roof . • 3.Owner(s) name and address: Susan Wesley 874 N.E. 99 Street Miami Shores, Fl 33138 Interest in property: Owner Name and address of fee simple titleholder. N/A 4. Contractor's name and address: Quality Roofing Contractor, Inc . 13800 N.W. !1st Avenue Miami, Fl 33168 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: N/A Amount of bond $ 00 6. Lender's name and address: N/A.. STATE OF rionm, cowry Op wog 1 i' RE Y Cat?"! iFY if/; fMs fs s free copy of tin 7. Persons within the state of Florida designated by provided by Section .713.13(1)(a)7., Florida Statutes, Name and address: N/A wner upon whom notices or other documents may be served as 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: N/A 9. Expiration date of this Notice of Commencement: diffe nt date is specif Si nature of Owner Print Owner's Name.n R us Q 0 Sworn to and Notary Public ■ the expiration date is 1 year from the date of recording unless a subscribed before me this 3 / .day oo Print Notary's Name My commission expires: 123.01 -52 PAGE 4 10/04 ,.20/). NOTARYPLTLIC -STATE OF FLORIDA '''''' Marylou Hernandez1 '' , ; R Commission # uu 3UU4g Expires: OCT. 10, 201$ BONDED TRRU ATLA\"nC BONDING C0,1NO. Prepared by Marylou Hernandez Quality Roofing Contractor Address: 13800 N.W. 1st Ave Miami, F1 3iI68 (305) 953 -3333 S ; CTION R4402.13 HIGH VELOCITY HURRICANE ZONES REQUIRED MAINE kiiiiiitiaiklaihge U LA rt 0 NS C NSIDERATIONS 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 govem the minimum requirements and s ndards of the industry for roofing system installations. Additionally, the following items should be addresed as part of the agreement between the owner ant the contractor. The owner's initial in the designated s ace indicates that the item has been explained. 1. Aesthetics-Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the win resistance and water instruction performance standards. Aesthetics (appearance) are not a considera 'on with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, th t are not part of a zoning code, should be addressed as part of e a eement between the owner and the cntractor. •noces VIHRge EY Z0f.•.!1,NiG DEP r BLDG DEPT SUSJECT t 0 CC.MPI.IANCE WT F}-1 ALL FEDERAL 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may ave t renailed in accordance with the current provisions of Section R4403. (The roof-deck is usually to rem ving the existing roof system). 3• Common roofs: Common roof are those which have no visible delineation be units (Le., townhouses, condominiums, etc.) In buildings with common roofs, the roofing co6- o er hould notify the occupants of adjacent units of roofing to be performed. 4. Exposed Ceiling: Exposed, op n beam ceilings are where the underside of okd b viewed from below. The-owner may wish o maintain the architectural appearance; therefore, mid mg ha I penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the al, • earance. V 5. h Ponding water: The current roef system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lyirg areas of the roof. Pounding can be an indication of structural distress and may require the review of a pro essional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the 'ginal roofing system is removed. Pounding conditions should be corrected. 6. Overflow scuppers (wall outl ): It is required that rainwater flows off so that the roof is not verloaded from a buildup of water. Perimet fledge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not pro ded. It may be necessary to install overflow scuppers in ccordance with the requirements of Sectio s R4402, R4403 and R4413. Ventilation: Most roof structurs should have some ability to vent natural airflow through the interior of the structure assembly (the buildi g itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider ad itional venting which can result in extending the service life of the Revised on 7/9/2009 LD ) ) Contractor Signature Date //3 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 Re: Owner's Name: Susan Wesley Date: 1/24/12 Property Address: 874 N.E. 99 Street Miami Shores, Fl 33138 Roofing Permit Number: Dear Building Official: Susan Wesley certify that I am not required to retrofit the roof to wall connections of my building because: xThe 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 th provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1 94 SFBC) State of Florida County of Dade The undersigned, being the first duly swom, deposes Swom to and subscribed before me this Notary Public, Sate of Florida at Large „ Susain 5 005 IC_ Print Name and says that he /she is the owner for the above property mentioned. day J(vo., NOTARY PUBLIC -STATE OF FLORIDA Marylou Hernandez 1m Commission #DD930046 , Expires: OCT. 10, 2013 BONDED THRU ATLANTIC BONDING CO., INC. • When the just valuation of the structure for purpose of ad valorem : ation is equal to or more than 1 ,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a Genera Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Property Information Map My Home Miami -Dade County, Florida �lia r a Property Information Map Aerial Photography - 2009 0 28ft This map was created on 12/29/2011 2:50:13 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. Close Page 1 of 1 MIAMIDADE Summary Details: Folio No.: 11- 3206 - 014 -2410 Property: 874 NE 99 ST Mailing SUSAN WESLEY Address: 1 Living Units: 874 NE 99 ST MIAMI Adj Sq Footage: SHORES FL Lot Size: 33138- Property Information: Primary Zone: 1100 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 1,852 Lot Size: 10,200 SQ FT Year Built: 1937 Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOTS 2 & 3 BLK 72 LOT SIZE 100.000 X 102 OR 18384 -3211 1298 1 OR 26949 -0837 0709 30 Assessment Information: Year: 2011 2010 Land Value: $122,745 $153,863 Building Value: $143,197 ,$143,258 YES Market Value: $265,942 $297,121 Assessed Value: $176,797 $174,185 Exemption Information: Year: 2011 2010 (Homestead $25,000 $25,000 2nd Homestead: YES YES Taxable Value Information: Year: 2011 2010 $100 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable affiliated parties (family, Value: Value: Regional: $50,000/ $126,797 $50,000/ $124,185 County: $50,000/ $126,797 $50,000/ $124,185 City: $50,000/ $126,797 $50,000/ $124,185 School Board: $25,000/ $151,797 $25,000/ $149,185 Sale Information: Sale Date: 7/2009 Sale Amount: $100 Sale O /R: 26949-0837 Sales Transaction involving Qualification affiliated parties (family, Description: corporate, business, landlord- tenant). View Additional Sales http: / /gisims2 .miamidade.gov /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade.g... 12/29/2011 ■ ■ ■ ■ ■•■ ■■■C ■ ■ ■■■, ■ ■■■ •■ ■ •■ MINE■■■■■ ■C ■3ri:■i■i!'! ■ ■ ■ ■■►■ ■ ■ ■�. ■ ■ ■■ ■■ ■ ■ ■ ■ ■ ■■1i■■ ■1 ■ ■! ■ ■••■M " i■■■ ■[!� ■`■_�!4 ■ ■ ■ ■L��II�i ■■! ■ ■ ■ ■■ ■III ■■ ■ ■I \, ■ ■I ■ ■ ■S■ ■ ■ ■■■ ■I■ ■ ■ ■iiii■ ■ ■I ■'\ ■II ■ ■ ■■■ ■Ir■■ ■ ■■I ■■■■■11■■ ■ ■ ■ ■y■ ■I ■ ■ ■ ■■■■ ■1i ■ ■ ■ ■ ■ ■�11 ■■ ■i ■ ■1u ■!1 ■■ ■ ■ ■■■ ■uuu•■■ ■11i■ ■' ■f� ■ ■11 ■ ■ ■ ■ ■� ■ ■■ ■ ■ ■ ■I ■ ■`s7 ■11:x!■ 'L!■I ■�! ■■ ■iii ■ ■ ■ ■ ■:" ■■■ ■111■■ ■■I ■i ■ ■1 ■■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■■ ■1111 ■' ■ ■11I ■ ■1■■■ ■■■■■■■■ ■■IU■■■I11■■ ■■ 1 ■1 ■ ■1•■■■■■il•M■■■■ ■1 ■•■ ■S1L\■ ■ ■ ■ ■I ■ ■ ■ ■�IILII ■ii■■ ■ ■liaii ■"�! ■ ■; ■ ■■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■■■■ EINIMMIEMINI ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High Velocity Hurricane Zone Unfform Permit Application Form. Section A (General Icf • radiation) Master Permit No. Process No. Contractor's Name Quality Roofing Contractor, Inc. Job Address 874 N.E. 99 Street XX Low Slope ❑ Mechanically Fastened Tile ) Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal PaneUShingles ❑ Wood Shingles /Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof W Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF)500sgft Steep Sloped Roof Area (SF) 2000sqft. Total (SF) 2500sqft. Section R (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, ove "ow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Editi.;n 2007 High Velocity Hurricane Zone Uniform Permit Application Form. Seal° C (Low Slope Application) Fill In specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA ") System Manufacturer: GAF Material Corp. Product Approval No.: 07-1219.09 Design Wind Pressures, From RAS 128 or Calculations: Pmaxl : — 4 9 .2 Pmax2: — 8 2.6 Pmax3: 12 4.3 Max. Design Pressure, from the'specific Product Approval system: — 5 2.5 Deck: Type: Wood Gauge/Thickness: 1 X 6 Slope: . 5 Anchor /Base Sheet & No. of Ply(s): N/A Anchor/Base Sheet Fastener /Bonding Material: A Insulation Base Layer. N/A Base Insulation Size and Thickness: N/A Base Insulation Fastener/Bonding Ma N�A Top Insulation Layer: N/A Top Insulation Size and Thickness: N/A Top Insulation Fastener/Bonding Mate N%A Base Sheet(s) & No. of Ply(s): (1) 75 Base 1 ,e1A FlfreernmalliNg Material: Ply Sheet(s) & No. of Ply(s): (2) plies ply 4 Ply Sheet Fastener /Bonding Material: Type 111 mopping asphalt Top ply: GAF Mineral Cap sheet Top Ply Fastener/Bonding Material: Type 111 mopping asphalt FLORIDA BUILDING CODE — BUILDING Surfacing: N/A Fastener Spacing for Anchor/Base Sheet Attachment: Field: 9 " oc @ Lap, # Rows 2 @ 9 "oc Perimeter 6 " oc @ Lap, # Rows 4 @ 6 " oc Corner 6 " oc @ Lap, # Rows 4 6 -0c Number of Fasteners Per Insulation Board: Field N/A Perimeter N/A CotHe� 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 oc 1 g /Noe 15 i lle, V- accr/' d_ 4 _. _ c, 3 4�VI co) Parapet 1 -bight . .I 1/' Mean Roof Height 12 ROOF ASSEMBUES AND ROOFTOP STRUCTURES,. Florida Building Code Edition 2007 High-Velocity Hurricane Zone Uniform Pe,rynIt Application Form. SBCAQII.D4StQep.SktpedaaOLSysten4 Roof System Manufacturer: Hanson Roof Tile Notice of Acceptance Number: 10-0706.07 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: -45.1 P2: -78.6 P3: -116.2 Maximum Design Pressure (From the Product Approval Specific System): 86.61 Roof Slope: 3 : 12 SteepAlapedRooLSystem_Descripttion Deck Type: wood 1 X 6 Type Underlayment: (1) 301b. ASTM D-226 \ Insulation: i N/A • \, Fire Barrier: N/A 1 J s,„ .. _..... -- - ---------.. - --- - —6111 o/ 6 . _.... __ ........__ .. 1 Ridge Ventilation? 1 's, Fastener Type & Spacing: [1 1/4" R/S nails 2__rouzi N/A i Mean Roof Height: 13 \ Adhesive Type:1 self adhering \ Cap Sheet: Polystick TU Plus Roof Covering: Hacienda Double Roll Type & Size Drip 3 X 3 26ga. Edge: galvanized FLORIDA BUILDING CODE — BUILDING lapE " �I ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems. choose either Method 1 or 2. Compare the values for M5 with the values from Mf. If the Mf values are greater than or equal to the Mr values. for each area of the mof. then the tile attachment method is acceptable. Method I "Moment Based Tile Calculations Per RAS 127" (PI :45.1 x,, .289 =13.03). Mg: 6.80 = Mr,6.23 Product Approval Mf 86.61 (P2: 78.6 x)..289 = 22.72) _ Mg: 6.80 = Mr215.92 Pmduet Approval Mf 86.61 (P7116.2x .289 = 33.58 ) - Mg: 6.80 = Mr326.78 Product Approval Mf 86.61 Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf Mr required Moment Resistance* Mean Roof Height -0 Roof Slope d, 2:12 16' 20' 26' 30' 40' 34.4 36.5 38.2 39.7 42.2 3:12 4 :12 32.2 34.4 36.0 37.4 39.8 30.4 32.2 33.8 36.1 37.3 5:12 6 :12 7:12 28.4 • 30.1 31.6 32.8 34.9 26A 28.0 29.4 30.5 32.4 24.4 26.9 27.1 28.2 30.0 "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 tile 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 arca of the roof, then the tile attachment method is acceptable. Method 3 `Moment Based Tile Calculations Per RAS 12T' (P1: x L = x w: = ) - W: x cos 8 = Fr1 Product Approval F' (P2: x L = x w: = _) - W: x cos 8 = F , Product Approval F (P x L = x w: = 1- W: x cos 8 = F, Product Approval F. • 3• Where to Obtain information Description Symbol Where to find Design Pressure P I or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 8 Job Site Aerodynamic Multiplier :t Product Approval Restoring Moment due to Gravity MK Product Approval Attachment Resistance Mt Product Annrnval Required Moment Resistance Mf Calculated Minimum Atmchment Resistance F' Product Approval Required Uplift Resistant Pr Calculated Average The Weight W Product Aooroval Tile Dimensions L = length W . width Product Approval All calculations must be submitted to the building official at the tmc of permit application. FLORIDA BUILDING CODE - BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA Hanson Roof Tile 1340 SW 34th Ave Deerfield Beach, FL 33442 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 Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Hanson Hacienda Double Roll Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA No. 09- 0928.03 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. 1 APPROVED NOA No.: 10- 0706.07. Expiration Date: 12/16/12 Approval Date: 09/15/10 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tile Concrete 1. SCOPE This approves a roofmg system using Hanson Hacienda Roof Tile, as manufactured by Hanson Roof Tile in Hobe Sound, Florida and as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Hanson "Hacienda" Trim Pieces Dimensions Length: 17W Width: 13" %2" thick Length: varies Width: varies Varying thickness 2.1 EVIDENCE SUBMITTED Test Agency Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. APPROVED] Test Specifications Test Identifier 7161 -03 7161 -03 7161 -03 P0402 TAS 112 TAS 112 P0631 -01 Letter Dated Aug. 1, 1994 224 -47099 94-060B 94-084 25- 7094 -1 25- 7094 -7 25- 7094 -4 Product Description Low profile, interlocking, extruded concrete roof file equipped with two nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report PA 102 PA 102(A) PA 108 Withdrawal Resistance Testing of screw vs. smooth shank nails PA 108 PA 108 PA 112 PA 101 PA 101 PA 102 PA 102 PA 102 Date Dec. 1991 Dec. 1991 Dec. 1991 Sept. 1993 July 1994 Aug. 1994 Sept. 1994 March, 1994 May 1994 Oct. 1994 Oct. 1994 Oct. 1994 NOA No.: 10-0706.07 Expiration Date: 12/16/12 Approval Date: 09/15/10 Page 2 of 6 Test Agency Test Identifier , Test Name/Report Date Project No. 307025 PA 100 Oct. 1994 Test #MDC -76 25- 7183 -1 PA 102 Feb. 1995 25- 7183 -2 PA 102 Feb. 1995 25- 7214.2 PA 102 March, 1995 25- 7214 -6 PA 102 March, 1995 Celotex Corporation Testing Services 528454 -2 -1 Sep. 1998 520109 -2 Dec. 1998 Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 PA 101 IBA Consultants, Inc. 2381 -249 3. LIMITATIONS TAS 112 09/20/07 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may be required, refer to applicable building code. 33 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. 3.5 30/90 hot 'bopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson `Hacienda' Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, 119, & 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight W (Ibt) Length -I (ft) Width -w (ft) Hanson Hacienda 10.0 1.4375 1.08 it 4 %1 i'.'.1.J: -'. }10 • APPROVED! NOA No.: 10-0706.07 Expiration Date: 12/16/12 Approval Date: 09/15/10 Page 3 of 6 Table 3: Restoring Moments due to Gravity - M0 (ft-ibf) Tile Profile Table 2: Aerodynamic Multipliers - A (ft3) 4 ": 12" Tile 6 ": 12" A (ft) A (ft3) Battens Profile Battens Batten Application Direct Deck Application Hacienda Tile Battens Direct Deck 0.267 0.289 Table 3: Restoring Moments due to Gravity - M0 (ft-ibf) Tile Profile 3 ": 12" 4 ": 12" 5 ": 12" 6 ": 12" 7 ": 12" or greater Hanson Hacienda Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.92 6.80 5.82 6.69 5.70 6.55 5.56 6.39 5.41 6.22 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) For Nail -On Systems Tile Profile Fastener Type Direct Deck (Min 15/32" plywood) Direct Deck (Min. 19/32" plywood) Battens Hanson Hacienda Tile 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 43.0 67.5 50.9 1 Installation with a 4" tile headlap and fasteners are located a min. of 2W from head of tile. NOA No.: 10- 0706.07 Expiration Date: 12/16/12 Approval Date: 09/15/10 Page 4 of 6 Table 5: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Hacienda Tile Adhesive 26.13 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) For Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Hacienda Tile Polyfoam PolyProTM 86.614 Polyfoam PolyProTM 45.55 4 Large paddy placement of 54grams of PolyProTM. 5 Medium paddy placement of 24grams of PolyProTM. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) For Mortar Set Systems Tile Profile Tile Application Attachment Resistance Hanson Hacienda Tile Mortar Set' 20.60 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". Hanson HANSON HACIENDA ROOF TILE TILE IDENTIFICATION MARK (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 10- 0706.07 Expiration Date: 12/16/12 Approval Date: 09/15/10 Page 5 of 6 FASTENER HOLES PROFILE DRAWINGS OVERLOCK UNDERLOCK 13' HANSON HACIENDA CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 10- 0706.07 Expiration Date: 12/16/12 Approval Date: 09 /15/10 Page 6 of 6 M IAMI COUNTY' BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.eov/buildine/ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERNIINATION 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 renews and revises NOA # 09- 0806.07 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 1 of 8 ROOFING COMPONENT APPROVAL Category: Sub - Category: Material: Roofing Underlayment SBS , APP Self - Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product Polystick MTS underlayment Manufacturing Location #2 Polystick IR -Xe underlayment Manufacturing Location #1 & #2 Polystick TU underlayment Manufacturing Location #1 & #2 Polystick TU Plus underlayment (Facer of Membrane with surface printing) Manufacturing Location #1 & #2 Polystick TU P underlayment Manufacturing Location #2 Polystick Tile Pro Manufacturing Location #2 Dimensions Roll: 65'8" x 3'3-3/8" 60 mils thick Roll: 65' x 3'33/8" Or 65' x 3' 80 mils thick Roll: 32' 10" x 3'33/8" 100 mils thick Roll: 65' x 3'33/8" 80 mils thick Roll: 32'10" x 3'33/8" 130 mils thick Roll: 61' x 3'33/8" 60 mils thick Test Product Specification Description TAS 103 A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 A fine granular /sand top surface self - adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. A heavy granuled surface self adhering, APP polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. A non - wicking fabric surfaced, self - adhering, APP polymer modified, fiberglass reinforced with a high strength polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt waterproofing membrane, glass -fiber /polyester reinforced, with a granular surface designed for use as a tile roof underlayment. A rubberized asphalt self - adhering, glass - fiber /polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 2 of 8 PRODUCTS DESCRIPTION: Product Polystick Dual Pro Manufacturing Location #2 Dimensions Roll: 61' x 3'3-3/8" 60 mils thick MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED: Test Agency Exterior Research & Design, LLC Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. Test Specification ASTM D 1970 Test Identifier 11756.04.01 -1 11756.08.01 -1 02202.08.05 P5110.08.07 P10870.09.08-R1 P10870.04.09 P33360.06.10 P33370.03.11 P36900.09.11 PRI01111 PUSA- 005 -02 -01 PUSA- 018 -02 -01 PUSA- 035 -02 -01 PUSA- 033 -02 -01 PUSA- 055 -02 -02 PUSA- 083 -02 -01 PUSA- 089 -02 -01 JX20H7A RX 14E8A DX23D8B DX23D8A Product Description A rubberized asphalt self - adhering, glass - fiber /polyester reinforced waterproofing membrane, specific for use as a high temperature underlayment. Designed as a metal roofing. Test Name/Report TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 ASTM D1970 TAS 103 TAS 103 /ASTM D4798 & G155 ASTM D 4977 ASTM D 4977 ASTM D 2523 TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 Date 04/27/01 08/14/01 08/29/05 08/29/07 12/04/08 04/13/09 07/01/10 03/02/11 09/01/11 04/08/02 01/31/02 07/14/03 09/29/06 01/12/06 12/10/07 06/30/08 07/06/09 04/01/08 11/09/09 02/18/10 02/18/10 NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick membranes self - adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3 -' /z" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 4 of 8 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS, TU Plus, and Tile Pro may be used in asphaltic shingles, wood shakes and shingles, non- structural metal roofing, roof tile systems and quarry slate roof assemblies. IR -Xe, TU, and TU P may be used in all the previous assemblies listed except metal roofing. Dual Pro may be used in all the previous assemblies listed except roof tile systems. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exposure Limitations (days) Polystick MTS MTS IR -Xe TU TU Plus TU P Tile Pro Dual Pro Winter Haven, FL. 180 180 180 180 180 180 180 Hazelton, PA. N/A 30 30 180 N/A N/A N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick TU and TU Plus may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR -Xe, and Tile Pro are limited to mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens roof tile applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Polystick IR Xe Polystick TU, TU Plus, TU P, Tile Pro Flat Tile Prohibited without battens 5:12 No limitation Profiled Tile Prohibited without battens Prohibited No limitation The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for both loading and installation of tiles at all times. NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 5 of 8 GENERAL LIMITATIONS: (CONTINUED) 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS, IR -Xe, TU, 1'U Plus, TU P, Dual Pro and Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR -Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR -Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 6 of 8 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back - nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area Para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back - nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter - battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes of 7 " /12" or greater. It is suggested that on pitch/slopes in excess of 6'/4 "/12 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty-Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self - adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Browning may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 894 -4563. NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 7 of 8 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894 -4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 8 of 8 MJAMa17iADE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.eov/buildina/ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AII160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and fallowing 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 renews NOA# 06- 0201.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves Polypro® AH160 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 Dimensions Test Specifications Polypro? AH160 N/A TAS 101 Foampro® RTF1000 ProPack® 30 & 100 N/A N/A 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 D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 Ibsift.3 18 PS1 Parallel to rise 12 PS1 Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change ®158°F., 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. MIAMI•DADE COUNTY APPROVED NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Renart 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[ 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 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro AH160 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® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HAND1 -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. 2 F'— MS _W NOA No.: 114124.04 Expiration Date: 05/10/12 Approval Date: 04 /14/11 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® AH 160 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 q? 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. Polyprog AH160 shall not be exposed permanently to sunlight. 8. 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) #1 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® AH160 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. MIAMI.DADE COUNTY APPROVED NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1) Plano enough adheslvetoachieve 17 to 23 n812r48for were inches In content wIlh the pan the steep pitch epD7c ne 2) Turn covens upside clown. Place adhesive 112In. To1 In. From outride ed o of GOUT tl9. Then Install the We. Nell through plastic cement MIAMIdDADE COU APPROVED lap podlon of theca course overlie. Abut to second course of � Ensure are end of flush et epee line. Ewe closure Weeping') Feeds (molar shown) NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04 /14/11 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Hall through plaetic cement Underlayment Paddy (tleneath TOO Tin: Ease Course MIAM!OADE COUNTY APPROVED Fascia Ease Closure NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement Paddy (between tile) Paddy (under tile) Single paddy x zI under file 31n. Single paddy on under- Iayment Single paddy on top of tile if coarse in. X7 in. medium size paddy eave Fascia course only I. DECO APPROVED Nall through plash: cement Underlayment Single paddy under tile Single paddy between the 2 In. x 7 In. medlum size paddy eava course onty la -4- 3 in. Single 41n. paddy on under - layment Single paddy on top of file lib Course Faecla Weephole Eave closure Drip edge Single paddy on underlayment END OF THIS ACCEPTANCE NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 7 of 7 j BUILDING CO ►'E COMPLIANCE •>MICE (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 1M0 WEST FLAMM STREET, SUITE 1603 MIAML, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-29013 SCOPE: This NOA is being issued under the applicable riles and regulations governing the use of constructi m materials. The documentation spbmitted has been reviewed by the BCCO and accepted by Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD). 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. 13ORA 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 desdribed 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 Bm'l '[Jp Roof System for Wo 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 pa _ 1 thro gh 19. The submitted documentation was reviewed by Jorge L. Acebo. • • NOA No.: 01-1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 ROOFDIG SYSTEM APPROVAL clignom Roofing Sub- Cateaorr: BUR Deck Tvne: Wood Maximum Design Pressure -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED Product ensions Leak BusterTM Matrix= 3, 5, 55 gallons 307 Premium Asphalt Primer GAF Mineral Shieldrm Granules Leak BusterTM MatrixTM 305 Fibered Asphalt Emulsion Leak BusterTM Mat rixTM 303 Premium Fibered Aluminum Roof Coating LeakBusterTM Matrix= 322 Blastomeric Roof Coating LeakBusterTM Malting Select Asphalt Emulsion lsion Fibered 306 Leak BusterTM Matrix= 204 Wet/Dry Roof Cement RUBEROID° Modified Bitumen Flashing Cement LeakBusterTM MatrixTM 201 Premium SBS Flashing Cement GAFGLAS® #75 TABLa 1 Test motion LABELED BY APPLICANT: • Prrod, tet Description ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in bs:ilt up roofing. 60 & 100 lb. bags ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion GAF Mineral Shield= Granules shall be used for flashing a • lications only. 5 gallons ASTM 1227 Surface coating for smooth surfaced roofs. 1, 5 gallons ASTM 55 gallons 55 gallons 1, 5 gallons ASTM D -4586 • ASTM D -3409 5 gallons ASTM D 4586 2824 Fibered aluminum coating. 5 gallons ASTM D 4586 eric roof coating. Asphalt r4I:ulson fibered. Refin asphalt blended with a mineral stabilizerend fibers. Permits adhesion to wet and day surfaces. Fiber reinforced, polymer modified Flashing cement Asphalt flashing Cement 39.37" (1 meter) ASTM D 4601 feast. impregnated and coated glass mat wide base NOA No.: 07- 1219.09 Expired= Date: 11/04/13 Approval Date: 0340/08 Page 2 of 19 1?'roduct GAFGLAS® #80 ULTiMATM Base Sheet GAFGLAS® Flex P1yTM 6 GAFGLAS® Ply 4 GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® Briery/Cap= Mineral Surfaced Cap Sheet • GAFGLAS® STRATAVENT® EIiminatorim Perforated GAFGLASO Flashing GAFGLAS® STRATAVENI® EliminatorTm Naitable RUBEROID® SBS Heat-WeldTm Smooth RUBEROIDe SBS Heat- We1dim Granule RUBEROID® SBS Heat- Weldlm 170 FR RUBEROID® SBS Heat We1dTn PLUS RUBEROID® SBS Heat Weldim PLUS FR RUBEROID® SBS Heat-Weigh' 25 RUBEROID® Modified Base Sheet Il3itinensions 3937" (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 Various 39.37" (I meter) wide 1 meter (39.37") wide I meter (39.37") wide Test Product Snell$ cation • Description ASTM D4601, Asphalt impregnated and coated, fiberglass . base sheet ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. • ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt coating. ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied layer of TOPCOAT®EnergyCoteTU. 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. ASTM D 4897 Fiberglass base sheet impregnated and D 3672 coated on both sides with asphalt. Surfaced on the bottom side with mineral granules • embedded in asphaltic coating. ASTM D -6164 Non -Woven Polyester mat coated with polymer modified asphalt and smooth surfacer.. with D -6164 pollyyrnervmodifi asphalt and surfaced with mineral granules. ASTM D -6164 Non Woven Polyesteor coated with fire retardant polymer st surfaced with mineral granules. ASTM D-6164 Non-Woven Polyester mat coated with . lymer modified asphalt and surfaced with mineral granules. ASTM D -6164 Non -Woven Polyester coated retardant polymer surfaced with mineral granules. ASTM D -6164 Non Woven Polyester mat coated with polymer - modified asphalt oo surfaiced. ASTM D4601, Premium glass fiber reinforced SBS Type I1, UL modified base sheet Type G2 BUR 1 meter (3937") wide 1 meter (3937") wide 1 meter (39.37") wide 1 meter (3937") wide 39.37" (I meter) wide ASTM D 4897 D 3672 NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 3 of 19 Product RUBEROID® 20 RUBEROID® Mop Granule RUBEROID® Mop Plus (Granule) RUBEROID® MOP Smooth RUBEROID ® MOP 170FR RUBEROID® MOP FR RUBERO1D 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) Dimensions 3937" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 3937" (1 meter) wide 39.37" (1 meter) wide 3937" (1 meter) wide 3937" (1 meter) wide 39.37" (1 meter) . . wide 39.37" (1 meter) wide 3937" (1 meter) Wide 39.37" (1 meter) wide A 39.37" (1 meter) wide 3937" (1 meter) wide 3937" (1 meter) Wide Test Product Saecifcatiom ;Description ASTM D61 ASTM D51 ASTM D 6222 ASTM D51 ASTM D 6222 ASTM D 5147 ASTM D6164 ASTM D 5147 ASTM D6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D5147 ASTM D 5147 ASTM D 6222 ASTM D5147 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 STMD635 63 SBS modified asphalt base sheet and 47� interply sheet reinforce with a glass fiber mat. Non-woven polyester mat coated with 47 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 Heat 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 granules. 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 yd , polyester reinforced, coated retardant asphalt modified bitumen membrane, granule surface. Non -woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non-woven fiberglass Heat coated with fire retardant polymer modified asphalt and ad 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 Data 11/04/13 Approval Date: 03/20/08 Page 4 of 19 Prrodu et Leak Buster Buster 74 MatrixTM 302 Non Fibered Aluminum Roof Coating GAF Built -Up Roofing Asphalt RUBEROID® MOD Asphalt, Asphalt L & Asphalt P Leak BusterTM MatrixTM 602 Leak BusterTM MatrixTM 715 LeakBusterTM MatrixTM 531 WeatherCoteTM SeamCoteTM FireOutTM VersaShield® VersaShield® FB-IS VersaShield® FB-2S TOPCOAT* FireShield® MB Leak BusterTm MatrixTM 201 SBS Flashing Cement Leak Buster"' MatrixTm 102 SBS Adhesive Leak Busteirm MatrixTa 202 SBS Flashing Cement Leak BusterTM MatrixTm 203 Plastic Roof Cement Leak BusterTM MatrixTM 103 Cold Process Adhesive p)imensioas 5 gallons 1001b. cartons, bulk 60 lb. kegs 5'gallons 5 gallons 2 gallons 2, 5 gallons 5, 55 gallons 350 sq ft. roll 350sg ft. roll 350 sq ft. roll 5, 55 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons Test Specification ASTM D2824, Type 1 ASTM D312, Types 1, ]T, Iii and IV proprietary • Product pescription Non- ftbered aluminum pigmented, asphalt roof coating. lnterply mopping and surfacing asphalt. SEBS modified asphalt. ASTM D -412 ASTM D -21 -96 ASTM D1475 ASTM E -1644 ASTM D3019 ASTM D3019 AST' D4586 ASTM D4586 ASTM D3019 Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and eral 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 Underlayment. Non - Asphaltic Fiberglass -Based Underlayment. Elastorneric roofing membrane Cold Applied Modified SEBS Asphalt A esive — Flashing Grade. Cold Applied Modified SEES Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Cold Applied Asphalt Adhesive. NOA No.: •07- 1219.09 l iration Date: 11/04/13 Approval Date: 03120/08 Page 5 of 19 rodnct Leak BusterTM MatrIXTM 303 Fibered Aluminum Roof Coating Leak BusterTM Matr4 TM 304 Non Fibered Aluminum Roof Coating Dimensions 5 gallons 5 gallons APPROVED INSULATIONS: Product Name EnergyyOuardTM RA, RN Composite A & N EnergyGuardTM Fiberboard EnergyGuardTM Permaliin . EnergyGuardTM GAFCANTrM EnnergyGuardlM Permalite Recover Board EnergyGuardTM Tapered Edge Strip Energ ,GuardTM Perlite EnergyGuardTM High Density Fiberboard EnergyGuardTM Composite EnergyGuardTM Composite RA Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens Deck Dens Decks' Prime, Dens Deck®Dura GuardTM Structodek SecurockTM Test Product Specification Description ASTM D 2824 Fibered aluminum coating. ASTM D2824, Non- fibered aluminum pigmented, asphalt Type I roof..coating. Table 2 Product Description:: Polyisocyanumte foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite mike 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 Espirration 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 Roofin& Fastener Drill-Teem ASAP 2. 3. 4. 5. Drill-TecTm #12 or #14 Standard screws with AccuTrac Plate Drill-Teem Galvalume Plates Dri11 -TeeTm Polypropylene Plates 6, Drill- TecT"' AccuTrac Plate EVIDENCE SUMMED: st AQency Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. IltT of S. Fl. TABLE 3 Product Description Insulation fastener and Base Play fastener for steel, wood & concrete decks. Pre-assembled Drill- Teem Fasteners and metal and plastic plates. Base sheet fastening assembly. Round Galvalume stress plates. Round polypropylene stress plates. Square Galvalume coated steel plate. Test_ r J.I.2B8A4.AM 3.1.3B9Q1: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 Manufacturer Dimensions (With Current NOA) Various GAF Materials Corp. Various GAF Materials Corp. Various GAF Materials Corp. 3" and 3W GAF Materials Corp. 3" and 3 W GAF Materials Corp. 3" Square GAF Materials Corp. Des_ cri» flog 4470 4470 4470 4470 -TAS 114 4470 -TAS 114 4470 -TAS 114 Physical Properties ASTM D 4977 TAS 114 TAS 114 Date 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 EEpiratioa Date: 11/04/13 Approval Data 03/20/08 Page 7 of 19 • Deck Type 1: Deck Description: System Type 1g: Wood, Non - insulated 19/3 or greater plywood or wood plank decks Base sheet mechanically fastened. Ail General and System ins shalt apply. • FireOnt'n" Fire Barrier Coating, VersaSlueld®NofAsphaltic Fiberglass -Based Underlaymeut or Secwbckrm. GAFGLAS? #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROfiD® Modified Base Sheet, RUBEROI a 20, RUBEROIDG Heat We1dTM Smooth or RUBERO e We1dTM 25 base sheet mechanically fastened to deck as described below; Fastening ptions:. GAFGI4S® Ply 4, GAFGLAS® Flex PflyTM 6, GAFGLASie #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" 0.0. at the lap staggered and in two rows 12" o.c. in the field. {Muxb uan Design Pressure -4S psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLA? Flex Ply= 6, GAFGLASS #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Dri11 -TecTM steel plate or Drill -Teem 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. • . Waximum Design Pressure - 4Spsf, See General Limitation #7) GAFGLASe Flex P1yTM 6, GAFGLASe #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. (11da zimum Design Pressure SLS psi; See General Limitartion #7} GAFGLAS® #80ULTIMATM, RUBEROlD ®20, RUBBROID Mop Smooth, base sheet attach to deck with approved 13/4" 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. (axintwn Design Pressure -60 psf, See General Limitation #7) GAFGLAS' #75 Base Sheet or any of above ase sheets attached to deck with Drill-Teem #12 standard, #14 or # 15 Screws and 3" Drill Tee steel plate or Drill-Teem AccuTrac Plates, 12" c.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. gVdaxbitirm Detn Pressure - 50psi, See General Limitadon #7) Any of above Base sheets attached to deck approved annular ring shank nails and :3" inverted Drill TecTu insulation plates at a fastener spacing of 9" o.c. at e 4" lap staggered in two rows 9" in the field. (Maxintwn Design Pressure -60 psi See General Limon #7) Fire Barrier: (optional) Base sheet: rr LAPPROVED NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 17 of 19 Ply Sheet Cap Sheet Surfacing: Maximum Design Pressure: GAFGLAS° #75 Base Sheet or any of above Base sheets attached to deck with Drill -Teri #12 standard, #14 or # 15 Sorews and 3" Ori1 TecTM steel plate or Drill -TecTM Ac cuTrac 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. (Maximums Design Pressure -7S pe, Bee General Lh don #7) One or more plies of GAFGLAS° PLY 4, #80 ULTIIVIA, 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 lbssq. (Optional) One ply of GAFGLAS "' feral Surfaced Cap Sheet or GAFGLAS°Energy+Capna lVfmeral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2001bsJsq. (Optional, required if RUBEROID° MOP Smooth or RUBEROID® 20 is top membrane) Install one ofthe following: 1. Gravel or slag applied at 400 lbs✓sq. and 300 Ibssq. respectively in a food coat of approves asphalt at 60 Ibs✓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 IbsJsq. 3. Leak Buster= MatrixTM 303 Premium Fibered Aluminum Roof Coating,.at 1.5 gal✓sq. 4. Leak BusterTM Matrix'la 715 , Leak BusterTM AllatrixTM 322, TOPCOAT° MB +, TOPCOAT° Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 galJsq. S. Leak BusterTM 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 Roofmg Membrane applied et lto• 1.5 galJsq 7. Advance Green Technologies Photovoltaic Laminate solar energy, collector auxiliary roof equipment installed in compliance with manufactuuer's specifications and applicable Building Codes. See Fastening Above NOA No.: 07- 1219.49 Expiration Data 11/0013 Approval Data 03/24/08 Page 18 of 19 • WOOD i "ECK SEEM LIMETATI1 NS: gashed base or anchor 1 A slip sheet is r� ,�;uired with Ply 4 and Flex Plynd 6 when used as a mechanically sheet. le be installed directly over the 2. Minimum 1Aa" ',r ens l�k or 1�» Type X gam. ; is acceptable to wood deck. GIZNERAL 121WITATI a ;N�o 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fare ratings of this product. • The layer shall be attached in compliance with 2. Insulation may be installed in multiple layers. lines. All other layers s!�r:;'' be adhered in a full mopping of approved Product Control Approval gaas�, a rate of 20-40 lbsisq., or mechanically g the asphalt a,. • flied within the EDIT mange and fastening pattern of the top layer, applied in approved asphalt, are acceptable for :,,„ k.; -; ?cal 3. All standard panel sites ' . panel size shall be 4' x 4' maxiaz�.';�,,� applications over closed cell foam :..,•, � , Al ,Y..1 on all base shall :� ,,� dlor recovery board mate:., iE, panel is board is used the sheet 4. An overlay sheet is folly per/ w insulations �� the Cif left Sri., :,.��ai . i 1 I�iQ� recovery applied using spot mopping wi al�v" `" asphalt, 12'° diameter circles, 24" o:c4 or strip mopped 8 ribbons in three rows, one -„ each si ' , -lap and one • • ern a center of the sheet allowing a co on. Encircling of the strips is n acceptable. A 6" break shall placed eras cif ventalati ihalt : lieation of G... er system shall be at a minunum rate of , alflow cross yeratiflatiorn. Asp `�;.,, �ssmre mf -45 �. 121 ribbo ! �, e re ��.., to a maxim' umm design pressure of sf. 12 lbsJsq. Note: g,,,,;.,g ai.t : >�, = s c Foy �') a Minimum Characteristic field er spacing for mnsuflata ®nr.- �4 based 105. If the fastener value, as 5. Pastern sPacnn compliance g Ai TAS d in Co�lp s�,,tt a ;a : ; a ^aai �.� .a lbf, as tests ��. mod, are below 275 lbf. basal on attachment shall not be acceptable. attachment is based on a 6. Fastener spacing for ,. ,. ical of anchor/base sheet or membrane listed w a specific fastener resist value �„ conjunction. the •ms mum d� the listed within ithi Building sna tere. sa en'resistancebe less i�i,,.� , : -,•; as determined by sin. Shou p r s fasten si sued by a Florida Registered r a revised Registered Roof spacing, t may Said revised fastener spacing shall utilize gistered hoof Consultant y "` Application '''"k`ti ° TAS 105 and calculations lianas the withdrawal Testing Application Staffs ons in comp resistance value taken RAS 117. � re3qu>�� of these areas. hoofing Application l d oe Standard ane s shall l with the enhanced up pressure � ��,�dr corner asses shall comply '®ra and base sheet as calculated in cep with Roo 7. fastener densities shall for • `` r r'; ' g ! S. dard ° 11Calculations o ns , signed and sealed by y a Florida lorida reg iste re d 1Professional Enoins gistrsred a Roof Consultant (When this limitation is s .am. de y referred NOAi , $ ; ,'®n #9 will not ) 8. All and sizi ng of p�� millers, etal profile, and/or termination shall conform with Roofing Application _ .•:., RAS 111 and wind load �. 9. The maximum designed resur . listed shall applicable to all roof pressure s (i e. fif perimeters, and consrs) Ne r analysis, nor extrapolation shall be permitted for enhanced „& , r ; cmilet8 and cAn�sr � this i ■ d 74*Ay General on N7 w1� r®t ba p 1e') fastening enhanced p 'f l r,ni,�. , e 10.. All e tet � ��tthave a I^ali y assurance au accordance with the Florida lor DWY+ng h.,,, nt.u6, spec pp ,+ , :ode an d le 9B -72 ® f . e Florida. =, . •" , ,. 4; a Code. � C, ANCE NOA Noce 07- 1219.09 Expiration Dates 11/04!13 Approval Dam }Fags 19 of 19 2 • Lnny i +r a zL etIQT1e2.V9ee Ite0ORINGi iteaterT9ALS A ROOP CO MA (T Roofing Systems (TGPU)— Contzisu d Base Coati "A -38 Series", 0.75 gal /ee. Second Base Coati A-38 Series ". 0.75 gal/sq. Wear Coate "A-.33 Seim ", 0.75 pi /se plea walnut sheik at 0.75 tbs per Spacing ° A -38 Series ". 0.75 gal /se phis walnut shells at 0.73lbsper i Deck NC Indicate: 3/4 Foam Spry application of 2..M. thick 4T of 'foam 273" (2.71b /f0 ) Si faacbg Spray applseatian of 28 tog °U -6730" (aluminum) • Deck: NC T sulatenu Spray application or 2 -iet. eliicls °Pcmlyfoarr•. 273" (2.7lb /ftg • Surfacing Spray application of 26 to 34.miis "t1-8762" (ivory) MI AILS CORP 81303 1361 ALPS RD, WAYNE i] 07470 "Rubereid 20" or "ltabsrroid M.odieed Base Shy ins be utilized asa an amok to Type G2 base sheet°, le arty of the • P 1/2 in. thick (rain) gypstal beard or •1 /4 tn. (rain) G-T' 3erts13eckG may be used n any existing noncombustible deck When this is done, the resulting roormeesystent is acceptable for use over ale (15/32 in. min) T. decks The loves in the eoresuat board and everlayment board are o_ff: et 6 in. with the ' m tined if eolvsteme is part of the roof system, is site. be pieced � the avert risen P Also, multiple ion °CAMAS Ply 4" or "Ply 6" err ay be adhered to pplre ward Ultra" is an acceptable alternate to '�siergg°Lauard° far any a_ AP SSb'atavent Rlianina,tar Venting Base Sh'teet (Mailable)" may lee rechani- cally attached or trot mopped over noncombustible dede and as a mover over °e 1ST Iris u1atiorr limy be utilized as reeve hoard over "VEX- GUARD" insulation in any of the fallowing system. Unless otherwise indicated, the roof insulation is mechanically fastened, rap adhered f with heft S asphalt or urethane insulation adhesive. Poi mdse reference C m any a fed oaw-inrg Cla�vficatcins inslUde" ° Insulation °. insulation irci47de °i:,, lg�al�laBSR lnsu- tces to glass goer irtsit FEB.'1. 5 S HOT ROOFING pe. GZ-aaph�alt mat base street C'C '�L" ; '""r n(ypn .P� ur.. ") 6" or GAPG .PS Ply 6" )err the asphalt A, o C' s ply shot indict indicated below. C so y with a 02 asphalt lass seat has may firstim catered as Sheet "GAP 5 "GAF S/Gataator S mapped and d rail ale Venting a me Bin Sit down. Base le to be mechanically attached granule y90 and r+aiTlab lt"glass :mat base sheet ("GAPGLAS , " �A - or 'GAP Stratsve Bloat iyst .. sheer, As �� tiL be substituted �° Gl }n cite: ( Ply 4" or "GAFGIAS Ply 6° ) as the nailed base ply following systems. sheet be solid mopped, spot mopped '- Bottam ply or base - =dune =dune ea1 y fa' -se indicated. all insulations may be or ea" keened. BAS Flashing" err "Rubeeotd ° may be+ l flan ut ' of the Class A, le or C sons listed Y�++s'Includeg "C � S�cf' i�1 1'STeC�" or Whoa Pet`fIm' is referenced, of the Class A, Classified partite insulation. avci in any any other stone or slag arc seribeler alternate for g ei ee C cis ` fisted• huildiiw wits are doted suitable to be included 5a deck it hefoll ag a deck m the sutctt rd under alert of the ft listed ' Class over B systems The use of r ` The use of I. /2 in. rein venom board is an dots tsotadversely efiece the ratdng- ie alternate for Mettle don over C.15/32 decks. 3/4 board of polystyrene insulation ivied t 1:' }lire) is a with eosin pacer (�nerlttrr sos n Ind • ' Cass A. 5 at C ard deck ah4` for tsocy�tt'!rate board in the following Suitable attct�i' t"sirat'd �" � "BML:A Eriagyauard RA" may be substituted for s}ncstems Guard RA", -B MCA a p, Fa7 ai'E'mte ixnsula- of the following c3°°'5' rab utilized with any of rite following "Asphalt then m art'J_ "Perna Mop" 511a� �.e, itatt ^. Trumma Felt ty,tih Premium Saw may be used in any n¢ the following 5' Tlca Ply 6" is n suitable alternate et C•far'G1.+�S l "GA3' -GL<S - ■ ABC MIAMI SYSTEMS MOW itoop COiilRIING MATERIALS (ealet) PAGE 04 Roofing Syslx is (TGP1)- •Continued "GAl"i I'AP Pennaltta Rye „co,,ve�r�Baatd may be Used in lieu of any partite imitation in any of the following NC the "Asphalt do s.P�t SM1. with Hat Unless otherwise indicated, any A l a Roofing Assphalt° meyy he 'surfaced with. "Firesbieid 1Md8” at-2.5 - 3.0 gal /sq• C>� Am, IS and C Hot roofing & mhalt, for use with organic are: glass felts or modified bitumen membranes. "Rubraoid TYeat died" SW roofing membrane may be used in lieu of Mop' S S �� in A applicable Ga�fice6on. Class 1. plc C-15/32 Iittex 3 te, wood diet, tip fl (Optional): One or more layers pis fiber, t nerate, urethane, polite /boc pini!ate composite, per en/ uethane composite, wand 6ber /isoryanurate enn+poslta. Phenolic, y thickness y m P1 Slate 'ire or more 4. Gravel 4ne39ne: 2 ...Surfacing esle eti (2 h� � fiber. l�tr]atiwn 4lortalk Otte � moue layeec, Per fiber. isecyamaree. Urethane, perlitle /isocyanUrate ccanimatee urethane composite, wood fiber/isotraeurate composite, pheroli,e, any thickness. Three or. snore layers Type GY• "GAS Ply 4° or Cap Sbezl Ply 6". Type G3 "GAPGLAS Mineral Surfaced Cap Surfaced Cap Sheet°. 1 One or gram layers turbos, amod. fiber, OM m/ sines. iaarya te• urethane, peelitel ganurete tamnposiic. lie. 2 e/ methane composite, wood fiber /isacyantrrete composite, max. Type (�, "GAPGi,AS Ply 4" or "GAR layers PI Sheen Two of more Ply 6 "• Type Mineral Surfaced Cap Sleet" CaP Sheet One layer co "finergyCap Mineral Surfaced Ca? Sheer Dade NC 1nelnne:1 /2 liselatiom One or two layers "Isotherm R °, 4 in. max, het mopped. Ply Stoves Any ULClassified gravel surfaced Class A asphalt glass fiber mat syreent. 511p SheetiOptionara Red rosin paper, nailed to dew. ease Sleek One layer Type G2 "G/st'C+i..tS 675 Base Sheet" {stay be 'i' Gl GAFGLAS Ply 4" or GAPGLAS nailed). " Ply Siacet: Dime or more layers Type Ply fiSh One layer Type G3 "GAPGLAS MineriL faced Cap steer or " yCap Mineral Surfaced Cap Sheet". • ` Type G2 ?maim 4" or 'GAP- Cap One or more layers Type Cap S Ply e • l� G3 GAFGLAS B or cal Surfaced Cap f' Mineral Surfaced Cap' S Deck Wit" c /31 anti:' 2 Insulation: One or C -7x/32 layers )ite,giaas fiber, iso�n• urn more uretc composite. p -nom 6 i fit• thane, phe- nolic. en ir. mm (ate fern plywood Gi. s i ). artb or GrastvIe. Base Sheet One or metre layers d?'ordt° 1' e One or snore lagers" "' . fit or Granule) mid Torch Plus' (fide). "t+ubees d Mop" (Smooth or 'Rind Mop nus'`p(b �ittFldxJ Cap 51+tx�' or Cap Shore Type I 4md1 "FatergyCap �P Mineral Surfaced Cap Sheer, 2 � . & > C75/ e et Sr Morel Ono more la rhtta. eoo * fiber & l � 6ber. isa ? BT a" u r , p relite/ Ya'Lram P °nfey genie/ tgltC ttpnriiti, wood /i:oryanmte caner 1ep ie. art G3, Bast Two or mare layers Type 02 or G3 'G7. Ply Shed e�yc1k One or more 1ayers'r ° 1cx+sfi rraruleb amens" OM tenure laye'rt+ "Rebored tit or Granule. Granule) . • Ri3 eraid Torch Plane), "r ed Mop" t Brant+ or "Reared Pi (granule ?. FOR THS U MARK ON ODUCir