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RF-11-2372Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 168238 Permit Number: RF -12 -11 -2372 Scheduled Inspection Date: February 16, 2012 Inspector: Bruhn, Norman Owner: KABLE, RUTH Job Address: 551 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: PAUL KAWALEK ROOFING CO. Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1132060141010 Phone: (305)754 -0191 Building Department Comments TILE AND FLAT RE ROOF Passed 49:4314_,zi Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CAL February 15, 2012 For Inspections please call: (305)762 -4949 Page 7 of 16 F.I.E. FLORIDA INTERNATIONAL ENGINEERING &TESTING LAB INSIGHT•INNOVATION•INTEGRATION Florida International Engineering and Testing Lab LLC 16701 SW 117 Avenue, Miami,,FC3377 Telephone: (305) 378 - 1991 -Fax: (30378 -1997 Miami -Dade Lab Certification # 07- 0612.11 -State of Florida ca #27273 SITE SPECIFIC INFORMATION Owner's Name: RI) I /-- b' `V,_ 9'.d,, Job Address: Cc ( .. E— X `3-1--i, t ifi 4� / '',410/0-&=70,4,,, Roofing Contractor: :e4- ig-tiQ74 rev el Permit Number: / 7-11 - 2 3 4 2 Type of Tile: 3 - °e'A Approximate Roof Height: i feet Slope: 3 '2/ Z Type of Access to Roof: — Ladder OtherRequired Testing Force: 35 lbs. Date Installed: • / ` / 2- Date of Inspection: `2- Approximate Square Footage: 3,000 Testing Equipment: F G E. 100 Do Instrument ft2 TEST RESULTS P= PASS, F= FAIL Test Location P or F Test Location No. of Tests P or F Test Location 2. 7, P or F Test Location to P or Test Location P or F 1 1 t 21 p 41 J -5� 61 p 81 J 2 ° 22 s ■ 42 i 62 82 3 23 43 63 83 it' 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 7 100 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: 3 ft Area Units or ft2 No. of Tests Perimeter Qg Cc. 64.0 2. 7, Field /: e.4 o® to Corners clO Hips & Ridges 4 IL o 1 t RESPECTFULLY SUBMITTED BY: 2. •• 4. • . • •I • • • y. • a • g y • • 1211.6 WE c1 3 5-7-# tiM / 4 tit ( 5 tf o 1e.F5 e F(� 1cie Ki o tc-P / 4 Comer: adchafEssi s!!l11lll!!llILlIMlrullinllna 1111111111111111111111111111111011111111111111.11WERIMERSIIMINIIIM annimummuniummussimmumnassainsumnsammus 11111111111111R111511111111111111111MEMMIEIMERMINSIMMEMIN1 1111111111111111111111111111111111111111111111111111111111111111111RWMIRMUS s! s!! c! !!!lnl!lll!!!!!!llls::alle!!!!! 11111111111111111111111sainiummisussannannatanmammasams ■ 11! !! ■1!!l1111l1[111111l1iE1111ll!li11l11l ■lll.11 MaRI.aR!luIll lal. 1111M IIIlalala! 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IN -- �i��r_ _ air _ -- — _ �jl= 2- 2222 _ o-' M E a area • • , a • 04 ` • • 0 4 .i • e 4 RE: Permit # hores Village epartment 16050 E 2nd- Avenue 'M cores, t itla 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: al lb) IA INSPECTION AFFIDAVIT txvd ,/ al-6R licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) License #: Q 12 b S 0000 7 On or about I ii�a loon PM (Date & time) Secondary water barrier work at FS 468 Building Inspector , I did personally inspect the roof deck nailing and 551\VE93vd± (Complete Job Site Address) Based upon that examination I have determined the installation was clone 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 Notary Public, Sate of Florida at Large day qt\o° °► ®. Cr. •..�Ce' o ..-- _w ,e 7- V) ;. o et E r. Li • my <°°? i •a E p _ : • ! i *General, Building, Residential, or Roofing Contractors or any Individual certified under 468 F.S. t/6151 siidfran•irts ,,,dv'lude photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection /////0/111111100‘ \ Revised on 5/21/2009 —piktsx.„ BUILDING PERMIT APPLICATION FBC 20 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. Master Permit No. 1 DEC 272011 ooe°omo' _ - - - � 11-01519--7 Permit Type: BUILDING ROOFIING Q n OWNER: Name (Fee Simple Titleholder): (A1-�'1 Ka-b1 Phoney: 305 9,517 as c / Address: 5S 1 IVE E `Z 3 r d City: WI 0..i/A1' 1 ..4 h o t-es State: FL- Zip: 33 ) 3 g Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: £51 rV g3rLSf City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: 141V61/41. e .< Roo-Pi N9 Phoned: 305 r151-1 —01q/ Address: I' F 13 Si J �� / City: Mi ra.r v∎ '� State: FL- Qualifier Name: Rudd A<0■.IAO6t1 e Zip: 33oa9 Phone #: pp �7 State Certification or Registration #: Certificate of Competency #: 06 D.5 0 000 Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ A31500 Square/Linear Footage of Work: 1.414 0 0 IlYpeot A. , • ❑Ateration UNew looJepair/Replace ❑D emolition w gi 4.-i laeg iS an d -F )&f- roo-s � rep lek MelA Ge "-' a eX co )o *rt' • Cor c.re- -e_ w ►moo 1 or _,.p. v`Y r\ wI,►+eC6lLkrry)o • ****: x******* ********a:****** ********* ** *Fees* ****************** **** *+x ****************** Submittal Fee $ Permit Fee $ ?s ©----- CCF $ CO /CC $ Radon Fee $ DBPR $ Bond $ Training/Education Fee $ Technology Fee $ Scanning Fee $ Notary $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) --- Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, 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 a reinspection fee will be charged. 7 ( Signature l i i . a k 0 1 / ' ) Signature '' '461119* Owner or Agent Contractor The foregoing instrument was acknowledged before me thisgi2 The foyr�_oing instru ent /!s ackn�i • :ed efo e me thi day of �f 20 �, by v % - 1�� day of l i , by who is personally known to me or who has produced / %,v 44— who is personally known to me or who has produced 65 L As identification and who did take an oath. NOTARY PUBLIC: NOTA Sign: ,r„ ,.--D Sign: Print: 4i / ? . ,,,:))F 2,11E1A Print: C:..idad ! .)1i- Llano My Commission Expires: , ::;nK E047377 My Commis 1. Cc;m C. 07, 2014 BONDED THR ti • IT ..ONDING CO., INC. as identification and who did take an oath. •_Y PUBLIC: tuarevinrarymnrommiial 1 0 ,,„„_. ._ r 0 d iii,/ APPROVED BY 4`= Nay p . State of Florida C #EE128010 Banded Urn. NOW Assn, -_— — m Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) 1 1111111111111111 111111111111111 111111111 1111 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB Si 17: AT TIME OF FIRST INSPECTION PERMIT NOW 16 ( 2 1 �AX FOLIO NO. STATE OF FLORIDA COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement CFN 2012R0015477 DR 8k 27955 Ps 1382; (1) RECORDED 01/09/2012 15=09=50 HARVEY RUVINv CLERK OF COURT MIAMI -C'ADE COUNTY f FLORIDA LAST PAGE 1. Legal description of property and street/address: 555 f 1'J E r U- S 1 ice* j V` I o vv1.1 £ h 0 res, FL 33130 2. Description of improvement: ra 0 3. Owner(s) name and address: 3313? be r- d Sfi ; &r�vi tv �S F2_ Interest in property: 01rU V1 er Name and address of fee simple titleholder: n 4. Contractor's name and address: P0.1.�.-� K Ck 1n/ a• 1 � - 1 q i 3 £ ► �i tk M 1 % I YV I F1_ 33 Og.q STATE OF FLORIDA, COItN7YOP DADF HL-B.Y CERTIFY that tins is a true copy of the 5. Surety: (Payment bond required by owner from coot pr an Name and address: angrn�$ !Mows ;iris old�A� _ a day of Amount of bond $ WITNES My hand and 047'10 Seel. 6. Lender's name and address: ,ri,..., . 0 , ItJ LER 1,r. r.ty/ 7. Persons with the state of Florida designated by O er upon wh . m notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and address: 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: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner Print Owner's Name Ruth 1l I ' a- hie Prepared by Pa_Ld let.tVGVI Sworn to and subscribed before me this ,,a day of Jti( , 20 /• Notary Public 1' arm Print Notary's Name ' d sex RA- G My commission expires: (seal) NOTARY PUBLIC -STATE OF FLORIDA ,, Caridad Solorzano Co=mmission # EE047377 ' Expires: DEC. 07, 2014 BONDED' EC ATLANTIC BONDING CO., INC. OWNER'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami -Dade County Building Department 11805 Coral Way, Suite 111 Miami, FL 33175 Re: Owner's Name Property Address 551 NE q3 r a £+- Roofing Permit Number Dear Building Official: I RtK+h 1.(0h11-e, b►e connections of my building because: certify that I am not required to retrofit the roof to wall EfThe just valuation for the structure for purposes of ad valorem taxation in less than $300,000.00. LJ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of the 1994 edition of the South Florida Building Code (1994 SFBC). Signature of Property Owner PLTH H KAI3La Print Name STATE OF FLORIDA COUNTY OF MIAMI-DAD Sworn to and subscribed before me this 3 r 3oersonaily known r Produced Identification NOTARY PULL, :STATE OF FLORIDA s' Caridad Solorzano Commission # EE047377 Ex^ires: DEC. 07, 2014 • BONDED THRt A: LANTIC BONDING CO., INC. f741-- 7,4./1'/- 773 - 03 -5‘ F When the just valuation of the structure for purposes of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed in compliance with the FBC nor with 1994 SFBC, and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided. Property Information Report Page 1 of 1 a My Home MIAMI -DADE Property Information Report Summary Details: Folio No.: 11- 3206 -014 -1010 Property: 551 NE 93 ST Matting Address: RUTH H KABLE & GEORGE CRAVERO JTRS 551 NE 93 ST MIAMI SHORES FL 33138 -2843 Pro perly Information: Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 2,694 Lot Size: 12,800 SO FT Year Built 1951 Legal Description: 6 53 42 MIAMI SHORES SEC 2 PB 10-37 LOTS 18 & 19 BLK 56 LOT SIZE 100.000 X 128 COC 24294-1018 03 2006 5 OR 24294 - 1018 0306 01 Assessment Information: Year: 2011 2010 Land Value: $159,138 $199,426 Building Value: $219,073 - - $219,357 Market Value: $378,211 $418,783 Assessed Value: $180,184 $177,522 Exemption Information: Year. 2011 2010 Homestead: $25,000 $25,000 2nd Homestead: YES YES Taxable Value Information: Year. 2011 2010 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/$130,184 $50,000/$127,522 County: $ 50,000/$130,184 850,000 /8127,522 City: $50,000 /$130,184 $50,0001$127,522 School Board: $25,000/$155,184 $25,0001$152,522 Sale Information: Sale Date: 3/2008 Sale Amount $0 Sale O/R: 24294 -1018 Sales Qualification Description: Sales which are disqualified as a result of examination of the deed View Additional Sales [Close window ffCiick here to Printl AU. This report was created on 12/15/2011 8:51:46 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. http: / /gisims2. miamidade. gov /myhome /proptext _print.asp?folio = 1132060141010 &cmd = 12/15/2011 AC D CERTIFICATE OF LIABILITY INSURANCE DATE (MMOODIYYYY) 12/20/2011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Presidential Insurance Services, LLC 2665 South Bayshore Drive #220 -16 Miami, FL. 33133, INSURED Paul Kawalek Roofing Company 17443 SW 47th CT. Miramar, FL. 33029 NAME: Jeff Lampert PHONE 305 -423 -0350 J, Ne. Ext,: E-MAIL ADDRESS: (AlC, No). 3055 -423 -0351 jeff@insurancequoteliv, -com INSURER(S) AFFORDING COVERAGE NAIC ri INSURER A : Preferred Contractors Insurance Company INSURER B : INSURER C : INSURER D : INSURER E COVERAGES CERTIFICATE NUMBER: INSURER F : REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMgD ABOVE f0R THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LLTRR TYPE OF INSURANCE IN R: POLICY NUMBER IMM.IUDCYDIYYYYI (MMfnDIYY YI LIMITS A GENERAL LIABILITY X ccvmERCIAL GENERAL L,A0ILl -r EACH OCCURRENCE s 1,000,000 EAr.,(a-uR -EC PREMISES (Ea annaTerfej 50,000 5,000 CLAIMS-MADE X OCCUR MEDE7?eAr,yo ;le F_rsari 5 PC73424 -03 10/28/2011 10/28/2012 RERSONN. g AD'v f,4JURY $ 1,000,000 GENERA g. AGaREGATE 3 2,000,000 GErr_AGGRErA-E LIMIT APPLES PER X rOLI Y e O- LOG PRODUCES- COMPIO -AGG $ 1,000.000 $ AUTOMOBILE LIABILITY ANY AUTO :LL O'J2'4ED SCHEDULED _... -UTO5 AU705 - H∎REDAUTOS _ U70�- a A COMBIlD -iN -ISLE L:?.at7 BODIL`! €NJUR Y r ?a Pelson, _ : -DOILY INL;JR +trra„u'.?nt, 5 ;Pe-arae ? S S UMBRELLA UAB OCCUR - -.. -. EACH OCCURRENCE $ EXCESS LIAR CLAIMS -LADE AGGREGA-E DED RETENTION 3 $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N , 1A. t F7ATLt- ;OTH I O?y L'MTS ' ER c' L. EACH ACCIDENT $ ANY PP.OFRIETORI ARTNER,=XECUTIl/E -- ^I 0r'ICEPJi1EMSER EXCLUDED Y J N f A (Mandatory In NH) f yes do,scnte urn f DESCRIPTION OF OPERATkOt,:S tie;ow E.L D'SEAS$ - EA EMPLOYEE 3 E L CI$€$,SE - POL!OY MT 3 DESCRIPTION OF OPERATIONS t LOCATIONS 1 VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) CANCELLATION Miami Shores Village Building Department 10050 NE 2nd Ave. Miami Shores, FL. 33138 SHOULD ANY OF THE ABOVE DESCRIBE(') POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2010105) i 88 -2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are reglsterodmarks of kCORD ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. uY DEC 272011 Section A (General Information) Master Permit No. Process Nog—t 11n,,��,Jj �(1q Contractor's Name \A .vo tte t < COOT i ii3 Job Address E I ATE a3rt� S+ e Low Slope ❑ Asphaltic Shingles ❑ New Roof ROOF CATE,SiORY ❑ Mechanically Fastened Tile lJ ❑ Metal Panel /Shingles ❑ ❑ Prescriptive BUR -RAS 150 ROOF TYPE Reroofing ❑ Recovering Low Slope Roof Area (SF) qoo ❑ Repa ROOF SYSTEM, INFORMATION Steep Sloped Roof Area (SF) 3500 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow s include dimensions of sections and levels, clearly identify dimensions of elevated pr parapets. Norta- Wood it cuppe essu /Ad Shi 0 4 ix , -r • ive ?s/ Q t Til kes -� 3,� �� v SUBJECT 10 CCNIPI.IANCE WI Pri ALL FEDERAL STATE AND c IJN ,Y RULES AND REGULATIONS n� =Miami Shakes Villa ai co anc 'aAkPROVED;,, off( KING DEPT PIP w 0 C'3. ras orirb, 15.32 nigal . c 406 /INV 111111.1111111111M11111111 011111116" 111 111111 rLORIDA BUILDING CODE -- BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1525 HIGH- VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 4. Other Component of Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Reroofing Only) 7. Any Required Roof Testing /Calculation Documentation FLORIDA BUILDING CODE — BUILDING 15.31 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Applica on) Fill In specific roof assembly components and Identify manufacturer (If a component Is not used, identify as "NA ") System Manufacturer: 6 ! F Product Approval No.: o q- o,a4 o D Design Wind Pressures, From�jRAaS 128 or Calculations: Pmaxt: 5x 1 S Pmax2: V71+3 Pmax3: '7 Max. Design Pressure, from the s ific Product Approval system: Deck: TYPe: woca I1 Gauge/Thickness: 51 8 Slope: 1/1411: Anchor/Base Sheet & No. of Ply(s): I ply luteSe- T` t litenerl tondo, pg laterial: Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener/Bonding Material: Ply Sheet(s) & No. of Ply(s): Ply Sheet Fastener/Bonding Material: Top Pty: V NF 1V11 Y1e`Ired s F1 e 1170 FR Top Plyirre oplirA lanai: FLORIDA BUILDING CODE — BUILDING Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Field: -I " oc @ Lap, # Rovis @ q " oc Perimeter. b " oc to Lap, # Rows q O, & " oc Comer: A__" oc @ Lap, # Rows 4._" oc Number of Fasteners Per Insulation Board: Field Perimeter Comer 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 61+E mineral IFIti cap 4he-et 3�t3p,,1v i1 b v- Toirt{*wvd, • FT. 0 I FT. Parapet Height 1 pl Mean Roof Height 15.33 1 Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer:, 6'‘-t 1 Notice of Acceptance Number: 11 -03)1 1 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: Lirl i b P2: 1001t7 P3: 1O01 b Maximum Design Pressure /1 (From the NOA Specific System): y 3, 9 Method of the attachment: 17 01 y ?©cin 0.41,1‘e I V€ Roof Slope: 3 :12 Steep Sloped Roof System Description Deck Type: X b V- 3tairft wood- ype Underlayment: nsulatlon: NI f4 Fire Barrier: Ridge Ventilation? Pf IP NII- astener Type & Spacing: dhesive Type: Mean Roof Height: 11 ITN/416 "� i A'on Von eld �- I-'ol:lro�rv4 c sp h6uM' ype Cap Sheet: oaf Covering: l e gel air°1�°F 13 i' IGo for ou41 h vAlt° -o n jhitE Type & Size D1p cohcr -F it Edge: 3 )43 ,10A V' 123_01 -48 12/09 PAGE 4 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. Compared the values for Mr with the values from M5. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (PI' z A. m ___) — Mg: _ Mri NOA M1 (P2' z A. _ _� Mg: = Mr2 NOA M (P3: z A. = ) — Mg: = Ma NOA Mr Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below NOA Mf Mr Required Moment Resistance* Mean Roof Height — Roof Slope J12 15' 34.4 20' 36.5 25' 38.2 30' 30.7 40' 422 3:12 4:12 322 30A 34A 322 38.0 33.8 37.4 .1 38.8 37.3 5:12 28A 30.1 31.6 32.8 34.9 8 :12 7:12 26A 24.4 28.0 25.9 29A 27.1 30.5 282 32.4 30.0 *Must be used hi 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 area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pi: zl: = z w:= ) —W: z cos @: = Fr,: NOA Fl (P2: al: = x w:= ) —W: acos B: = Frz: NOA F' (P3: zl: = z w:= ) —W: ztrig9: = Fr3: NOA F' Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE basedonASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier NOA Restoring Moment due to Gravity Mg NOA Attaciunent Resistance Mf NOA Required Moment Resistance Mr Calculated Minimum Attachment Resistance F NOA Required UpMt Resistance F: Calculated Avenge Tile Weight W NOA Tile Dimensions 1 ' length w= width NOA All calculations must be submitted to the Building Official at the time ofpermit application. 123_01 -48 12/09 PAGE 5 Florida Building Code Edition 2004 rash- VeIooay Hurricane Zone Uniform Permit Apia :alien Form. Section E (Tile Calet!lations) For Moment based file systems. choose either Method 1 or 2. Compare the values for Mr with the vales from Mt If tirMr vales arc greater than or equal to the Mr values, for each area of the mof, then the tile attachment method is accep table. hMethod 1 'Moment Based Tile Calculations Peter RAS 127° (Pi: 11 Ib-x l l a / s= 12hpt}3Mg: '11' 11 Mr1515J Pmd,tct Approval Mf � 3/ej (P2:IO/OILLx71la7$e l gi? Mg: gl '11 aMrA01 Produce AppmvelMf ��{31gQ 0.3:)00 x.4'71.01'1194- Mg:7iq I =Mr�o►aS PtoductApptovalMr /3t-/ Method 2 "Simplified Ylle Calculations Per 'fable Below" Requited Moment of Resistance (Mr) From lbble Below M, required Moment Resistance* Meat Roof Height -+ Root Slope 4 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 397 42.2 3:12 32.2 34.4 38.0 37.4 39.8 4:12 30.4 32.2 334 35.1!, 37.3 5:12 28.4 30.1 31.6 32.81 34.9 5.12 25.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of nnoment based tile systems msdamsed by the Browsed County Bid of Rubes and Appeals. For Upliftbased tile systems use Method 3. Compared the yokes for F widtthe values for Pelf thervr s are greater than (sequel to the Fryokes. for each area of the roof. then the tile attachment method is acceptable.. Method 3 "Moment Based Tile Calculations Per RAS 127" (PI: x L _ x w: a ) - W: x cos 6 = Frt Product Appmval F (P2: x L = x w: = ) - W: x cos 0 = Fr2 Ptai9tct Approval (Py: x L = x w: = ) - W: x cos 0 = Fri Product Approval P' Where to obtain information Description sYmbal Where to find Design Pressure, Pt or P2 or P3 RAS 127 Table I or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Roof Slope 0 Job She r lob Site Aerodynamic Multiplier Product Approval Restoring Moment due to Gravity Mg Pmduct Approval Attachment Resistance Mf Product Approval Required Moment Resistance Ma Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations most be submitted to the building official at then= of permit application. FLORIDA BUILDING CODE - BUILDING 15.35 MIAMIDADE COUNTY Ntivesig Exeelleut Every bg OWNER'S NOTIFICATION FORM SECTION 1524 HIGH VELOCITY HURRICANE ZONE - REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initials in the designed space indicates that the item has been explained. 1.Y.71 1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. R•K� 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). A -kj 3 Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants and adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining its appearance. ® 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida - licensed engineer or registered architect to eliminate the attic venting, shall not be required. Owner's /Agent's Signature: Contractor's Signature: Property Address: 123_01-197 12/09 Date: Permit Number 11 55) W, gird- 3+ MIAM13 COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE 01? ACCEPTANCE (NOA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 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.nov/buildins/ 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) andtor 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: Bel Air, Bel Mr Double Eagle, Ponderosa, Ponderosa Double Eagle, Golden Eagle Low Profile Concrete Tiles 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 renews NOA #07- 1018.08 and consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tigera. NOA No.:11- 0321.02 Expiration Date: 10 /05/16 Approval Date: 05 /12/11 Page 1 of 9 ROOFING ASSEMBLY APPROVAL Cateiaorv: Roofing Sub Cateeorv; Roofing Tiles Material: Concrete 1. SCOPE: This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Test Product Applicant Dimensions Specifications Description, Bel Air Concrete L = 17" TAS 112 Flat profile concrete roof tile equipped Tile W =12'/" with two nail holes. For adhesive set, Thickness ='A" direct deck or battened nail -on applications. Bel Air Double Eagle L = 17" TAS 112 Flat profile concrete roof tile equipped Concrete Tile W =12'A" with two nail holes. For adhesive set, Thickness =' /x" direct deck or battened nail -on applications. Ponderosa Concrete L = 17" TAS 112 Flat profile concrete roof tile with slate Tile W = 12'/4" finish equipped with two nail holes. For Thickness = %" adhesive set, direct deck or battened nail - on applications. Ponderosa Double L =17" TAS 112 Flat profile concrete roof tile with shake Eagle Concrete Tile W =12'A" finish equipped with two nail holes. For Thickness =' /a" adhesive set, direct deck or battened nail - on applications. Golden Eagle L = 17" TAS 112 Flat profile concrete roof tile brushed Concrete Tile W = 12'/" finish equipped with two nail holes. For Thickness =1/2" adhesive set, direct deck or battened nail - on applications. Trim Pieces 1= varies TAS 112 Accessory trim, clay roof pieces for use at w = varies hips, rakes, ridges and valley varying thickness terminations. Manufactured for each tile profile. NOA No.:11- 0321.02 Expiration Date: 10/05/16 Approval Date: 05/12/11 Paget of9 2.1 EVIDENCE SUBMITTED: Test Agency PRI Asphalt Technologies Redland Technologies Redland Technologies Redland Technologies , Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied 'Engineering, Inc. The Center for Applied Engineering, inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. ,Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier ERPF - 001 -02 -01 7161 -03 Appendix III 7161 -03 Appendix III ❑ 7161 -03 Appendix II P0402 Letter Dated Aug. 1, 1994 P09647 -01 94 -084 25- 7094(2, 5, & 8) 25- 7183 -(5 thru 6) 25- 7214 -(1, 5 , & 8) 25- 7487 -2 25- 7496 -(1 & 4) 25- 7804 -6 520109 -1 520111 -4 520191 -1 Calculations Calculations Test Name/Report TAS 112 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier Restoring Moments Due to Gravity Date Aug. 2006 Dec. 1991 Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 Aug. 1994 May 1994 Oct. 1994 Feb. 1995 March, 1995 Dec. 1995 Dec. 1995 Sep. 1996 Dec. 1998 March 1999 Sep. 2006 Sep. 2006 NOA No.:11- 0321.02 Expiration Date: 10 /05/16 Approval Date: 05/12/11 Page 3 of 9 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless•stated"otherwise by the underlayment material nanufacturerspublished •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 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Concrete Roof Tiles and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight W (Ibf) Length -I (ft) Width -w (ft) Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Fiat Tile 11.4 1.42 1.03 Table 2: Aerod namic Multi . liers - A ft3 Tile Profile A (ft ) Batten Application A (ft ) Direct Deck Application Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Fiat Tile 0.301 0.278 ECOUNTY APPROVED NOA No.:11- 0321.02 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 4 of 9 Table 3: Restoring Moments due to Gravity - ft-lbf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" Greater than 7 ":12" Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Batten s Direct Deck Battens Direct Deck Battens Direct Deck Batten s Direct Deck Batten s Direct Deck 7.48 7.71 7.37 7.59 7.22 7.44 • - 7.05 7.27 6.86 7.07 Table 4: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf) . for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Bel Air, Bel Air Double Eagle, Ponderosa , Golden Eagle, Ponderosa Double Eagle Flat Tile 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails - 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 _ 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nall (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' 50.3 65.5 . 48.3 1. Installation with a 4" tile headlap and fasterners are located a min. of 234" from head of tile. NOA No.:11- 0321.02 Expiration Date: 10/05/16 Approval Date: 05 /12/11 Page 5 of 9 Table 5: Attachment Resistance Expressed as a Moment Mr (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Adhesive2 PolyPrem 31.33 1 See manufactures component approval for installation requirements. 40.45 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. Pol oam Product Inc. Average wei•ht .er •att 8 •rams. 4 Medium • add • Iacement of 24 g rams of Pal ProTM. Table S: Attachrnent'Resistance for Single Patty Expressdd'as a Moment - Mi (ft-lbf)- Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Fiat Tile PolyPrem 118.94 PolyProh 40.45 3 Large paddy placement of 45 grams of PolyProTM. 4 Medium • add • Iacement of 24 g rams of Pal ProTM. Table 7: Attachment Resistance Expressed as a Moment - Mr(ft-Ibf) for Mortar or AdhesivexSeLSyatems.:. Tile Profile Tile Application Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Mortar Sets 43.9 s Tile -Tite Roof Tile Mortar. 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or Iogo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". FLORIDA NOA No.:11- 0321.02 Expiration Date: 10/05/16 Approval Date: 05112/11 Page 6 of 9 BEL AIR, BEL AIR DOUBLE EAGLE, PONDEROSA, GOLDEN EAGLE, PONDEROSA DOUBLE EAGLE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT (LOCATED ON UNDERSIDE OF TILE) •. 'EC•UNTY APPROVED NOA No.:11- 0321.02 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 7 of 9 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 this Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING BEL Am BEL AIR DOUBLE EAGLE NOA No.:11- 0321.02 Expiration Date: 10 /05/16 Approval Date: 05 /12/11 Page 8 of 9 1 PONDEROSA PONDEROSA DOUBLE EAGLE NOA No.:I I- 0321.02 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 9 of 9 GOLDEN EAGLE END OF THIS ACCEPTANCE M1 •DADE C APPROVED NOA No.:11- 0321..02 Expiration Date: 10/05/I6 Approval Date: 05 /12/11 Page 10 of 9 IMAMS COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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/ Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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® A11160 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 otherwisle 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 ne tively 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: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AR160 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 Polypro0 AH160 Foampro® RTF1000 ProPack�.? 30 & 100 Dimensions Test Specifications N/A TAS 101 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 1.61bsJft 3 18 PS1 Parallel to rise 12 PS1 Perpendicular to rise 28 PS1 Parallel to rise 0.08 Lbs./Ft2 3.1 Perm 1 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. NOA No.: 11- 0124.04 Expiration Date: 05 /10/12 Approval Date: 04/14/11 Page 2 of 7 EVIDENCE SUBMITTED: Tes A,aencv Test Identifier Test Name/Report 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 N13- 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 HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. (—F) _W 2 MS NOA No.: 11-012 4.04 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® AH160 roof tile adhesive and its components shall be installed in accordance' with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® 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 ID 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 Plat, 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. 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) Place enough e dheelvstosahisve ft to 23 Opiaroteh appor s q u a r e In fosboosted tthepea6ls steep P aPABo � 2) Tom COVES upside down. Dace adhesive 112 In. To 1 hi. From outside edge of Wvertie. Then WWI the fie. Undorkyment 1 Nei through Ask cement gpp Mlle ease eons merge. Abut to semi come of pan and cover add flush dense Um Eavo eosin (moiler stand WeephINa Fade Sheeting Opllonal Nato Molar on atlas olth 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 Nall through plastic cement MUWINDADEC • U APPROVED 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 NaII through plastic cement Paddy (between tile) Paddy (under tile) 3 In x 3In. Single paddy on under- lament Single paddy under the Single paddy on top of file e course In X 7 In, medium size paddy save Fascia course only 1'.' DECOU APPROVED Nail through plastic cement Underlaymant Single paddy under the Single paddy between tile 2 In. x 7 In. medium alga paddy ease course only tgeltin.x 3in. Single 4 In. paddy CM under. layment Single paddy on top of tile an. Fascia Waepbale Ease 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 M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product. Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF RUBEROID® Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change m the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 07- 1203.01 and consists of pages 1 through 31. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 1 of 31 ROOFING SYSTEM APPROVAL Category: Sub - Category: Material: Deck Type: Maximum Design Pressure Roofing Modified Bitumen SBS /APP Wood -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Leak BusterTM Matrix"' 307 Premium Asphalt Primer GAF Mineral Shield® Granules Leak Buster"' MatrixTM 305 Fibered Asphalt Emulsion Leak BusterTM Matrix"' 303 Premium Fibered Aluminum Roof Coating LeakBusterTM MatrixTM 322 Elastomeric Roof Coating LeakBusterTM MatrixTM 306 LeakBusterTM MatrixTM 204 Wet/Dry Roof Cement GAFGLAS® #75 Base Sheet GAFGLAS® #80 ULTIMATM Base Sheet GAFGLAS® Flex PIyTM 6 GAFGLAS® Ply 4 GAFGLAS® Mineral Surfaced Cap Sheet Dimensions 5, 55 gallons 60 lb. Bags 1001b. bags 5 gallons 1, 5 gallons 55 gallons 55 gallons 1, 5 gallons 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 Test Specification ASTM D41 ASTM D1863 ASTM D1227 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofmg. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. ASTM D3019 ASTM D3409 ASTM D4586 ASTM D3409 ASTM D4601 ASTM D4601 ASTM D2178 ASTM D2178 ASTM D3909 Elastomeric roof coating. Asphalt emulsion fibered. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Type II Asphalt impregnated and coated glass mat base sheet. Type II Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type PI asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 2 of 31 Product GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet GAFGLAS® EnergyCapTM BUR Mineral Surface Cap Sheet GAFGLAS' STRATAVENT® EliminatorTM Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT® Eliminatorm Perforated Nailable RUBEROID® SBS Heat - WeIdTM Smooth RUBEROID® SBS Heat - WeIdTM Granule Roof MatchTM SBS Mop Granule RUBEROID® SBS Heat - WeIdTM 170 FR RUBEROID® SBS Heat - WeIdTM PLUS RUBEROID® SBS Heat - WeIdTM PLUS FR RUBEROID®EnergyCap SBS Heat - WeIdTM PLUS FR RUBEROID® Modified Base Sheet RUBEROID® SBS Heat - WeIdTM 25 Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) wide 39.37" (1 meter) Wide various 39.37" (1 meter) Wide 1 meter (39.37") wide 1 meter (39.37 ") wide 107 sq. ft. (9.9 m2) 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 39.37" (1 meter) Wide 1 meter (39.37 ") wide Test Specification ASTM D3909 ASTM D3909 EnergystarTM Title 24 Compliant ASTM D3672 ASTM D4897 ASTM D3672 ASTM D4897 ASTM D6164 ASTM D6164 ASTM D6222 ASTM D5147 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D4601, Type 1I, UL Type G2 BUR ASTM D6164 Product Description Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied layer of TOPCOAT® EnergyCot& '. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied EnergyCoteTM Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer modified asphalt and surfaced with colored mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. A fiberglass mat reinforced, SBS modified bitumen cap membrane. Premium glass fiber reinforced SBS - modified base sheet Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 3 of 31 Product RUBEROID�Mop Granule RUBEROID® MOP Smooth RUBEROID® MOP PLUS RUBEROID® MOP 170FR RUBERO1® MOP FR RUBEROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID ® EnergyCap Torch Granule FR Roof MatchTM APP Torch Granule RUBEROID® TORCH PLUS RUBEROID® TORCH FR RUBEROID® 17OFR TORCH RUBEROID® EnergyCap SBS Heat Weld Plus FR RUBEROID® 20 RUBEROID® 30 Test Dimensions Specification 39.37" (1 meter) ASTM D6222 Wide ASTM D5147 1 sq. roll ASTM D6298 871bs. ASTM D5147 39.37" (1 meter) ASTM D6164 Wide ASTM D5147 39.37" (1 meter) ASTM D6164 Wide ASTM D5147 39.37" (1 meter) ASTM D6164 Wide ASTM D5147 39.37" (1 meter) ASTM D6222 Wide ASTM D5147 39.37" (1 meter) ASTM D6222 ' Wide ASTM D5147 1 meter (39.37 ") ASTM D6222 wide ASTM D5147 107 sq. ft. ASTM D6222 (9.9 m2) ASTM D5147 39.37" (1 meter) ASTM D6222 Wide ASTM D5147 39.37" (1 meter) ASTM D6222 Wide ASTM D5147 39.37" (1 meter) ASTM D6222 Wide ASTM D5147 1 meter (39.37 ") ASTM D6163 wide ASTM D5147 39.37" (I meter) ASTM D6163 Wide ASTM D5147 39.37" (l meter) ASTM D6163 Wide ASTM D5147 Product Description Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. A fiberglass mat reinforced, SBS modified bitumen cap membrane. Non -woven polyester mat coated with polymer modified asphalt and surfaced with colored mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. A fiberglass mat reinforced, SBS modified bitumen cap membrane. SBS modified asphalt base sheet reinforce with a glass fiber mat. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 4 of 31 Product RUBEROITT3Tiit RUBEROID® EnergyCap SBS 30 FR RUBEROID® ULTRACLAD® SBS RUBEROID® Dual FR Vent Stacks (metal and plastic) GAF Built -Up Roofing Asphalt RUBEROID® MOD Asphalt Asphalt L & Asphalt P TOPCOAT® Surface Seal SB LEAK BUSTERTM MatrixTM 715 MB Elastomeric Roofing Membrane EnergyCoterM Coating VersaShield® TOPCOAT® FireShield® MB Leak BusterTM MatrixTM 531 WeatherCoteTM Elastomeric Flashing Grade LeakBusterTM MatrixTM 201 Premium SBS Flashing Leak BusterT" MatrixTM 102 SBS Adhesive Label Dimensions 39.37" (1 meter) Wide 1 meter (39.37 ") wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 1001b. cartons, bulk 601b. kegs 5 gallons 5 gallons 2, 5 gallons 350 sq. ft roll 5, 55 gallons 5 gallons 5 gallons 5 gallons Test Specification ASTM D6298 ASTM D5147 ASTM D6163 ASTM D6163 ASTM D5147 ASTM D6164 ASTM D5147 TAS 100(A) ASTM D1929 ASTM D635 ASTM D312, Types I, II, III and IV ASTM D3412 ASTM D21 ASTM D1475 ASTM E1644 ASTM D6083 ASTM -D226 4869 Type I, 1I ASTM D412 ASTM D21 ASTM 1475 ASTM E1644 ASTM D3019 ASTM D3019 Product Description Non woven fiberglass mat coated with fire retardant, polymer modified asphalt and surfaced with mineral granules. A fiberglass mat reinforced, SBS modified bitumen cap membrane. Woven fiberglass mat coated with Polymer modified asphalt 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. Interply mopping and surfacing asphalt SEBS modified asphalt Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth' surfaced and mineral surfaced roofs. Highly reflective elastomeric coating Non - Asphaltic Fiberglass -Based Underlayment Elastomeric roofing membrane Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 5 of 31 Product Leak BusterTM MatrixTM 202 SBS Flashing Cement Label Leak BusterTM MatrixTM 203 Plastic Roof Cement Label Leak BusterTM Matrix"" 103 Cold Process Adhesive Label LeakBusterTM Matrix"' 304 Non - Fibered Aluminum Roof Leak Buster"' MatrixTM 602 MB Xtra Elastomeric Roofing Membrane TOPCOAT® MB Plus Dimensions 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5, 55 gallons Test Specification ASTM D4586 ASTM D4586 Product Description Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement ASTM D3019 Cold Applied Asphalt Adhesive. ASTM D2824, Type I ASTM D412 ASTM B117 ASTM C794 ASTM G21 FTMS 141.6271 ASTM D2196 ASTM D1475 ASTM E1644 ASTM D412, ASTM D21, ASTM D1475 ASTM E1644 Non - fibered. Aluminum pigmented, asphalt roof coating. Surface coating for smooth surfaced and mineral surfaced roofs. Water - based, low VOC, sprayable polymeric liquid, which cures to form a seamless rubber membrane. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 6 of 31 APPROVED INSULATIONS: Product Name EnergyGuardT"' Fiberboard EnergyGuardTM Permalite EnergyGuardTM Strip EnergyGuardTM Recover Board EnergyGuardTM Tapered Edge Strip EnergyGuardTM Polylso EnergyGuardTM RA, RN EnergyGuardTM Composite, RA DensDeck® DensDeck Prime® DensDeck DuraGuardTM Structodek® Structodek® TD SecurockTM APPROVED FASTENERS: Fastener Product Number Name 1. Drill -TecTM #12 Standard, #14 and #15 extra Heavy Duty Fastener, Heavy Duty Roofing Fastener 2. Drill -TecTM ASAP 3. Drill -TecTM CR Base Sheet Fastener and Plate 4. 5. 6. Drill -TecTM Galvalume Plates Table 2 Product Description Fiberboard insulation Perlite insulation board Cut perlite board Perlite recover board Tapered perlite board Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate /wood fiberboard or perlite composite Water resistant gypsum board Water resistant gypsum board Water resistant gypsum board Wood fiber insulation board Flame Resistant High Density Wood Fiber board. Fiber reinforced roof board TABLE 3 Product Description Insulation fastener and Base Play fastener for steel, wood & concrete decks. Pre- assembled Drill -TecTM Various Fasteners and metal and plastic plates. Base sheet fastening Various assembly. Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. G -P Gypsum Corp. G -P Gypsum Corp. G -P Gypsum Corp Knight Celotex Knight - Celotex USG Corporation Manufacturer Dimensions (With Current NOA) Various GAF Materials Corp. Round Galvalume stress plates. Drill -TecTM Polypropylene Round polypropylene Plates stress plates. Drill -TecTM AccuTrac Square Galvalume® coated 3" Square steel plate. GAF Materials Corp. GAF Materials Corp. 3" and 3'12" GAF Materials Corp. 3" and 3 '' /z " GAF Materials Corp. Plate OMG NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04 /08/09 Page 7 of 31 ti Membrane Type: SBS /SBS Cold Applied Deck Type 1: Wood, Non - insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E(1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, Versa Shield® Non-Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS® #80 ULTIMA TM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® SBS Heat- We1dTM Smooth or RUBEROID® SBS Heat- WeIdTM 25 base sheet mechanically fastened to deck as described below; Fastening GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any Options: of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum .Design Pressure -45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® Flex 131yTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" DriII -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field,.. mum Desa. Pressure —52.5 psf, See General Limitation #7) GAFGLAS® #80 TIMATM, RUBEROID ®20, RUBEROID ®Mop Smooth, base sheet - . o deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 27 of 31 GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecT' steel plate or Drill- TecT"' AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psi; See General Limitation # ) Ply Sheet: (Optional) One or more plies GAFGLAS® PLY 4, Q GLAS e T" 6, GAFGLAS® #80, RUBEROID® MOP Smooth or RUBEROID® 20 sheet, hered in a full mopping of approved asphalt applied witEit 1he -Esa_range -and at a rate of 20-40 lbs. /sq. Membrane: One or more plies of RUBEROID® MOP Smooth, RUBEROID® Mop 170 FR, RUBEROID® Mop Granule, Roof Match"' SBS Mop Granule, RUBEROID" Mop Plus Granule, RUBEROID®20, RUBEROID®30, RUBEROID® EnergyCap SBS 30 FR RUBEROID®30 FR or RUBEROID® Mop FR or RUBEROID ULTRACLAD® SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Or, One or more plies of RUBEROID® MOP Smooth, RUBEROID® Mop Granule, Roof MatchTM SBS Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, RUBEROID®20, RUBEROID® 30, RUBEROID®EnergyCap SBS 30 FR, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID® ULTRACLAD® SBS in Leak Buster" MatrixTM 102 SBS Adhesive at an application rate of 1 -2 gal./sq. Surfacing: • (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 Ibsisq. and 300 lbs. /sq. respectively in a flood coat of approved asphalt at 601bs.sq. or applied in a flood coat of Leak Buster"' MatrixTM 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 lbs./sq. 3. Leak Buster"' MatrixT"'303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. • 4. Leak Buster Matrix 715, Leak BusterT"' MatrixTM 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal. /sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCotee roof coating applied at 1 to 1.5 galJsq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at lto 1.5 gal. /sq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening above NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 28 of 31 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply TM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum ''A" Dens Deck or ' /r" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsisq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A.6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 IbsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the.maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 31 of 31 TGFU.R13O6 - Roofing Systems 7. Deck: C -15/32 Incline: 1/2 Page 1 of 1 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane composite, wood fiber / polyisocyanurate composite. Base Sheet: — Two or more plies Type G2 or Type G3. PIy Sheet (Optional): — One or more plies Type G1. Membrane: — One or more plies "Ruberoid® Torch" (Smooth or Granule) or "Ruberoid® Torch Granule Plus" or "Ruberoid® Mop" (Smooth or Granule) or "Ruberoid® Mop Plus Granule." Surfacing: — "Karnak No. 97" applied at 1'h to 3 -gal /100 -ft2 or gravel. 8. Deck: NC Incline: 1/2 Insulation: — One or more layers perlite, glass fiber, 3/4-in. minimum polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane composite, 11/2 in. minimum. Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid® Torch" (Smooth or Granule) or "Ruberoid® Torch Granule Plus" or "Ruberoid® Mop" (Smooth or Granule) or "Ruberoid® Mop Plus Granule." Surfacing: — Grundy "AL MB Aluminum Roof Coating" applied at 1 to 2 -gal /100 -ft2. 9. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — One or more layers perlite, glass fiber, 3/4-in, minimum, polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane composite, phenolic, 11h in. minimum. Base Sheet: — One or more plies Type G2 "GAFGLAS® #75 Base Sheet ", or "Tri -PIy® #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet — One or more plies Type G1 "GAFGLAS® Pty 4" or "Tri -Ply® Ply 4" or " GAFGLAS® PIy 6" hot mopped in place. Membrane: —,"Ruberold® Mop 170 FR" or "Ruberoid® Dual FR" or "Ruberoid® Mop FR" or "Ruberoid® EnergyCapr.' Mop FR." - °Surfacing — (Optional): "GAF Fibered Aluminum Coating" applied at 11/2-gal /100 -ft2 or "GAF Weather Coat Emulsion" applied at 3- 100 -ft2. C -15/32 Incline: 1/2 Insulation (Optional): — Perlite, fiber glass, polyisocyanurate, urethane or perlite /polyisocyanurate composite. Base Sheet: — One or more layers Type G2 "GAFGLAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" or Type G3 " GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-PIy® Mineral Surfaced Cap Sheet" hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more plies Type G1, hot mopped in place. Membrane: — "Ruberoid® Mop 170 FR" or "Ruberold® Dual FR" or "Ruberold® Mop FR" or "Ruberoid® EnergyCap"" Mop FR." http: // database. ul. com /cgi- bin/XYV /template/LISEXT/ 1 FRAME /showpage.html ?name =T... 10/7/2011