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RF-09-769Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 113449 Scheduled Inspection Date: August 04, 2009 Inspector: Bruhn, Norman Owner: RILEY, JOHN Job Address: 1104 NE 98 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Permit Number: RF -5 -09 -769 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1132050180360 Phone: 305 - 751 -0382 Building Department Comments RE ROOF TILE AND FLAT Inspector Comments Passed 476.1. Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. eiimtct nz 9nno For Inspections please call: (305)762 -4949 PanaRofg5 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NS P- 113448 Permit Number: RF -5 -09 -769 Scheduled Inspection Date: August 04, 2009 Inspector: Bruhn, Norman Owner: RILEY, JOHN Job Address: 1104 NE 98 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Permit Type: Roof Inspection Type: Up Lift Report Work Classification: Tile /Flat Phone Number Parcel Number 1132050180360 Phone: 305 - 751 -0382 Building Department Comments RE ROOF TILE AND FLAT Inspector Comments Passed r Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Aiiniic+ 9nno For Inspections please call: (305)762 -4949 13=rta 9 of Rq Job Address: Contractor: Type of Tile: Type of Access: App. Sq.Ft: F. FLORIDA INTERNATIONAL ENGINEERING &.1ESfING LAB INSIG ONNICWAt *DITECRA u FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 16701 SW 117 Avenue, Miami, Florida 33177 Telephone: (305) 378 -1991- Fax: (305) 378 -1997 Miami Dade Lab Certification # 07- 0612.11 - State of Florida CA # 27273 SITE SPECIFIC INFORMATION N2 1254 ,l04 A'W q"6l , /" ' � ,P�ir Owner's Name 5 '5 _ &. -r � f3 Fr# 4 BPerntit # Install Date • Z4� i -L4r /3 ' ft 5Cr Approx. Height l 2" Floor: Scaffolds: Ladder: Slope: 3' 12" Test date: 7 -2g-01 20 49,9 Req. Force: 35 lbs. Testing Equipment: F.G.E. 100X.Shimpo Instrument TEST RESULTS P = PASS, F = FAIL 1 2 pow icD 21 41 22 42 61 62 81 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 ASSEMBLEY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. Respectfully )Submitted j By: VI /-- Vinayagar M. Balakrishnan V, P State of Florida Lk # 63107 • -•‘• 1111111M11 MX IMIUMMIUMIM11111111011HMU1111101MIIIMIS iummiumunimismaiss imilamiitsmfinamumwaimumm 1111111MMIIIIIM 11111M111111MIIIIMIIIMIN 1111111 R r. i 11IMRRRR1 MIIMLMMMMI ILA11121111.rimuir,-2 Emma affmnumummuireumumminumuma MUM 1111 IMINIIIHIUMIMMI1011111fign MUM 1111111111r110111111SMIIMIIIIIM MI FloiMINV2It:s UUI*SIIIIIU 1101111101111 MUM 11111MIMINFRIEHUMBRIMMIIIMUMMIS MUM SARI mom NM IMMI11111011121.11MMIN 111111.1110111111111111111ARMIMUIllffeilli MM. INFLIMIIIIMHERM MIC22011111111111 NMI HI lirffrIttrailEM 111111MIINPItelMINIUMBEin RE: Permit# R,F -5 -00i -i (0°t. InfAgM4 NOWA voccaee etelf V e seVemeat 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305-795-2204; Fax 305-756-8972 www.miamishoresvillage.com Lfl. 0 f3 oc.-ko DATE: ( -/0 -05 INSPECTION AFFIDAVIT , licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: 000P ri On or about -3-lvrN -e. 10 5 , I did personally inspect the roof deck nailing and /or (Date & time) secondary water barrier work at 1 1 0 Li 0 . E , elk SA-fret / .corn fi res , Fit a-. 33/38 (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 sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this 1 0 , day of 1 l�Dro Notary Public, Sate of Florida at Large • A �aeaMAI o� *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. tom �H �bction. ifi14�0 Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection ' e 61111o1'Rtg 1 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 ECEIVElm Permit No. 1fb 11 -10 MAY 7 1009 Master Permit No. • Permit Type (circle): Building Rooim Owner's Name (Fee Simple Titleholder) Susanne Riley Phone # (305) 759 -0920 Owner's Address 1104 N.E. 98 Street City Miami Shores State Florida Tenant/Lessee Name Phone # Email Zip 33138 Job Address (where the work is being done) 1104 N.E. 98 Street City Miami Shores Village FOLIO / PARCEL # 11- 3205. -018 -0360 County Miami -Dade Zip 33138 Is Building Historically Designated YES NO X Contractor's Company Name Quality Roofing Contractor, INc. Contractor's Address 13800 N.W. 1 Avenue City Miami Qualifier Name Carlos Arocho State Certificate or Registration No. RC0058627 Contact Phone Marylou Arocho Phone # ( 305 ) Flood Zone 953 -3333 State Fl Zip 33168 Phone # ( 786) 367 -2029 Certificate of Competency No. 000017889 E -mail maryharocho@yahoo.com Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 19, 000.00 Type of Work: Describe Work: Square / Linear Footage Of Work: 2400sgft. Tile 700sgft. Flat ®Addition ['Alteration ❑New :g Repair/Replace El Demolition Reroof to a new Tile and flat mineral cap sheet roof. Sub 'ttal'Fee $ Permit Fee $� Notary $ Training/Education Fee $ ADD Scanning $ ' Lb Radon $ DPBR $ * ***** * ** * * ** * * * * * ** * * * ** * * * * **** * * ** CCF $ /L4i ; T Cefe -- - Technology Fee $ F,12_ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ i01► 3 Z See Reverse side 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 vaiue 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. Owner or Agent The foregoing instrument was acknowledged before me this 2 day of , 200`I , by S 9.; te-5 who is personally known to me or who has produced As identification and who did take an oath. NOTARY t°U LIC: 7 1 eoe��a`�r��d� ifs Contractor The foregoing instrument was acknowledged before me this__ day of %101r., , 200 , by (t-/ %S /rot who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: LL /, • �C9MMg a c� Sign: Print: / ®° Print: My Commission Expires: o-o 4 Qj� �o My Commission Expires: w/ ®A4 9O F123' oN awe \011111VItIH /�deo� vkARYCOi,r�i, APPLICATION APPROVED BY (Revised 07/10/07) J ' Jr° f Plans Examiner Engineer Zoning Clerk checked 111111111111111111111111111111111111111111111 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 14 09 -1CP TAX FOLIO NO. 1 i _3205 -018 -0360 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. 1. Legal description of property and street / address: 1104 N.E. 98 Street CIF 2009R0370868 OR E:4. 26874 F's 2681;' (fps) RECORDED 05/21/2009 10 0 35 0 50 HARVEY RUV'INr CLERK OF COURT MIAMI -DADE CGUWTYr FLORIDA LAST PAGE Miami ShnrrS, F.1c'ri da 3311R 2. Description of improvement: Reroof to a new Tile and Flat Mineral Cap sheet roof . 3. Owner(s) name and address: Susanne Riley 1104 N.R. 98 Street Miami Shores, F1 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, F1 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 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: N/A 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: (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner Print Owner's Name J t.e S4e. 42 Sworn to and subscribed before me this Notary Public: Print Notary's Name: My commission expires: mt_ %Q 11� Prepared by Carlos Arocho day of %i')tx.+,l , 20 Quality Roofing Contractor, Inc yip -�0U H;Aq/ iii, Address: 13800 N.W. 1st Avenue ,���,MI891gN •.�� ��si d�,ber 14,�,`oiZ =z. ..� . *:- 9. t #DD 4738 i °°a96 :��Zpeddedtto �0 erV47. !t- STATEDF����� Miami., Fl 33168 STATE ,TE (; BY • ry k ; fr{ 'copy of the Mood Simred ` €ffage L► vefrarateeit 10050 NE 2nd Ave * Miami Shores, FI 33138 Phone 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, FI 33138 Re: Owner's Name: Susanne Riley Date: May 1, 2009 Property Address: 1104 N.E. 98 Street Miami Shores, Fl 33138 Roofing Permit Number: Dear Building Official: Susanne Riley certify that I am not required to retrofit the roof to wall connections of my building because: x7 The just valuation for the structure for purpose of ad valorem taxation is Tess than $300,000.00. Please attach proof of ad valorem taxation. 0 The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature State of Florida County of Dade The undersigned, being the first duly sworn, deposes property mentioned. Sworn to and subscribed before me this Notary Public, Sate of Florida at Large 5 S ct n n . -'-c, Print Name 4 and says that he/she is the contractor for the above day of 2.00 * ••°;1. �i obe1ss %0'2 gOeo odder . p o�•m _�:g s00 0‘, ,000.00, and the building 'r�jo�; 2 11WAeci.,NIF * When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $ FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Flurrick 6�3►�P�e\\\\ ff99999 1� Property Information Map /?"1//11 }s # �. Property Information Map My Home Miami -Dade County, Florida Page 1 of 1 RFOa-1b1 MIAMI•DADE 111111111111111111111111111111111 11111 Digital Orthophotography - 2007 0 This map was created on 5/1/2009 10:40:05 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. 111 ft Summa Details: Folio No.: 11 -3205- 018 -0360 Prose : 1104 NE 98 ST Mailing ddress: OHN M RILEY &W SUSANNE 1104 NE 98 ST MIAMI FL 33138 -2508 Prose Information: Primary Zone: 1100 SINGLE FAMILY RESIDENCE 2007 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 3/2 Floors: 1 Livin. Units: 1 d' S• Foote e: ,110 Lot Size: 9,040 SQ FT ear Built: 1948 Legal Description: 5 -6 53 42 PB 43 -69 REV PL MIAMI SHORES SEC 8 LOT 19 BLK 180 LOT SIZE IRREGULAR Sale Information: Sale O /R: Sale Date: 4/1972 Sale Amount: $50,000 Assessment Information: Exemption Information: 2008 2007 Land Value: $229,516 +. 325,885 Buildin• Value: $273,372 NO Market Value: $502,888 .599,257 ssessed Value: $179,101 .173,885 Exemption Information: Taxable Value Information: 2008 2007 Homestead: $25,000 $25,000 nd Homestead: YES NO Taxable Value Information: http: / /gisims2 .miamidade.gov /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade.gov... 5/1/2009 2008 2007 Applied Applied axing Authority: ETaxablen/ ETaxablen/ Value: Value: Regional: $50,000/ $129,101 $25,000/ $148,885 County: $50,000/ $129,101 $25,000/ $148,885 City: $50,000/ $129,101 $25,000/ $148,885 School Board: $25,000/ $154,101 $25,000/ $148,885 http: / /gisims2 .miamidade.gov /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade.gov... 5/1/2009 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Unitorm Permit Application Form. Section A (General Information) IRECIEWLD MAY m72009 .. . ' - - - Process No. • gk Low Slope ❑ Asphaltic - Shingles ROOF CATEGORY ❑ Mechanically Fastened Tile Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof fRerooflng ❑ Recovering Mortar /Adhesive Set Tile 0 Wood Shingles/Shakes ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) . 700sqft.SteeP Sloped Roof Area (SF)2400sgft. Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Total (SF) 3100sgft. / 4 1 . r NINO A . �_ III Amin i&r, PIMMINIMB SUBJECT TO COMPLIANCE Wffel ALL FEDERk 15.32 STATE AND COUNTY RULES AND RE©ULATIaN,g FLORIDA BUILDING CODE — BUILDING I_,-, Quality Roofing r 13800 NW 1st Avenuia..,- ,..•....,,,. -. Miami, Florida 3316$ ; „ • (305) 751-0382 Fax1305) 953- 3333. ROOF ASSEMBUES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High- Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Fill In specific roof assembly components and Identify manufacturer (If a component Is not used, Identify as "NA ") System Manufacturer CQrtai n'173 Corp - Product Approval No.: 08- 0227.07 Design Wind Pressures, From RAS 128 or Calculations: Pmaxl : -49.2 Pmax2: -82.6 Pmax3:. —124.3 Max. Design Pressure, from the specific Product Approval system: -52.5 Deck: Type: wood 1 x 6 Gauge/Thickness: N/A Slope: _ S Anchor/Base Sheet.& No. of Ply(s): N/A Anchor/Base Sheet Fastener/Bonding Material: N/A Insulation Base Layer: N/A Base Insulation Size and Thickness: N/A Base Insulation Fastener/Bonding Material: N/A Top Insulation Layer: N/A Top insulation Size and Thickness: N/A Top Insulation Fastener/Bonding Material: N/A Base Sheet(s) & No. of Ply(s): (1) Base Base Shgqeei Fastener/Bonding Material: 1 1!4' R/S Nails Surfacing: N/A Fastener Spacing for Anchor /Base Sheet Attachment: Field: 8 " oc 0 Lap, # Rows 3 c 8 " oc Perimeter: 6 "oc 0 Lap, # Rows4 0 6 " oc Corner: 6 " oc Lap, # Rows 4 6 " oc Number of Fasteners Per Insulation Board: Field N/A Perimeter N/A Corner N/A Illustrate Components Noted and Details as Applicable: Woodbiocking, 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 Pry Sheet(s) & No. of Ply(s): (2) ply 4 Ply Sheet Fastener/Bonding Material: Type 111 mopping aha1t Top Piy Mineral Surfaced Cap shr t Top Ply Fastener/Bonding Material: Type 1.11, Hopping asphalt FLORIDA BUILDING CODE — BUILDING tt svt- Parapet Height Mean Roof Height 15.33 Aiia L. Quality Roofing Contractors, Inc. 13800 NW 1st Avenue Miami, Florida 33168 (305) 751 -0382 Fax (305) 953 -3333 ROOF ASSEMBUES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: ©n Roof . Tile Notice of Acceptance Number: 07- 0914.05 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: -45 P2: -95.1 P3: -95.1 Maximum Design Pressure (From the Product Approval Specific System): 11/4_9 Steep Sloped Roof System Description Deck Type: Roof Slope: 3 : 12 Ridge Ventilation? N/A wood X6 Type Underlayment: (1) 301b. ASTM D -226 Insulation: N/A Fire Barrier: N/A Mean Roof Height: 13' Fastener Type & Spacing: 1 1 /4" R/S Nails 6" o/c laps' & 2 rows 12 Adhesive Type: Type 111 mopping asphalt Type Cap Sheet: (1) 901b. ASTM Roof Covering: Flat White Nordic Tile Type & Size Drip Edge: 3 X 3 26ga. galvanized 15.34 FLORIDA BUILDING CODE — BUILDING L. Quality Roofing Contractors, Inc. 13800 NW 1st Avenue Miami, Florida 33168 (305) 751-0382 Fax (305) 953 -3333 HIGH - VELOCITY HURRICANE ZONES Florida Building Code Edition 2004 HIGH Velocity Hurricane Zone Uniform Pemtit Application Form Section E (Tile Calculations) For moment based Ole systems, chose either Method 1 Or 2. Compared the values for Mr with the values from M,. If the M. values are greater than or equal to the M, values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" x1v 7P9 11_Q1 )-Me(38 =M.16_23 Product Approval Mr 11 R_9 (P3: -9S 1 x M,_6-72-=M.0 70 . Product Approval Mrs 118_9 (P3: 955.1 x ?. _ 7 A8 )-M, _ 6.78 =M.s Product Approval r&-148.9- Method 2 " Simplified Tile Calculation per Table Below^ Required Moment of Resistance (Mr) From Table Below Product Approval Mf Mr Required Moment of Resistance* Man Roof Height -> Roof slope 1 18' 20' 25' 30' 40' 2:12 34.4 36.5 98.2 38.7 42.2 3:12 32.2 34.4 38.0 37.4 30.8 4:12 30.4 32.2 33.8 35.1 37.3 812 28.4 30.1 31.8 32.8 34.0 8:12 28.4 28.0 28.4 30.5 32.4 7:12 24.4 25.8 27.1 28.2 30.0 *Must be used In conJuction with a Ilst of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr . If the F' values are greater than or equal to the F r values, for each area of the roof, then the tile attachment is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" x 1: = x w:= )- w: x cos A =Fn;___ Product Approval F' (P2: x 1: = x w:= )- w:, x cos 9. =FQ Product Approval F' (Pa: x 1: = x w:= )- w:_x cos B =Fa Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure Pt P2� 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 a Job Site Aerodynamic Multiplier li. Product Approval Restoring Moment due to Gravity M9 Product Approval Attachment Resistance Mr Product Approval Required Moment Resistance Mf Calculates Minimum Attchment Resistance F' Product APilinoval Required Uplift Resistance Fr Calculated Average Tile weight W Product Approval Tile Dimensions Length Wavidth Product Approval All Calculations must be submitted to the Building Official at the time of permit application FLORIDA BUILDING CODE - RESIDENTIAL �� Quality Roofing Contractors, Inc. 13800 NW 1st Avenue Miami, Florida 33168 (305) 751 -0382 Fax (305) 953 -3333 MIA MID BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 Nordic Flat 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 NOA renews NOA No. 02 -0916.10 and consists of pages 1 thrpug1 7. The submitted documentation was reviewed by Jorge L. Acebo; NOA No.: 07- 0914.05 Expiration Date: 12/16/12 Approval Date: 12/06/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tiles Concrete 1. SCOPE This renews a roofing system using Hanson Nordic Flat Roof Tile, as manufactured by Hanson Roof Tile in Ocala, Florida and as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable Building Code, does 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 Nordic Flat Tile Trim Pieces Dimensions Length: 161/2" Width: 13" Thickness 1'/4" Length: varies Width: varies Varying thickness Test Specifications Product Description FIat profile, interlocking, extruded TAS 112 concrete roof tile equipped with two nail holes. For direct deck or battened nail - on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for TAS 112 use at hips, rakes ridges and valley terminations. Manufactured for each tile profile. 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Product Dimensions Tile Nails Min. 10dx 3" #8x 2 1/2" long Tile Screws 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. Clips Hurricane Clip & Min. %z" width Fasteners Min. 0.060" thick Clip Fasteners Min. 8d x 1 1/4" Test Specifications TAS 114 Appendix E 'TAS 114 Appendix E TAS 114 Appendix E Product Description Corrosion resistant screw or smooth shank nails Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws Corrosion resistant clips with corrosion resistant nails. Manufacturer • Generic (With current NOA) Generic (With current NOA) Generic (With current NOA) NOA No.: 07- 0914.05 Expiration Date: 12/16/12 Approval Date: 12/06/07 Page2of7 2.2 EVIDENCE SUBMITTED Test A2encv Test Identifier Redland Technologies 7161 -03 Appendix III 7161 -03 Appendix III 7161 -03 Appendix II Letter of Aug. 1, 1994 P0631 -01 P0402. The Center for Applied 94-084 The Engineering, Inc. 94-060A 25- 7094 -2 25- 7094 -8 25- 7094 -5 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 Project No. 307025 Test #MDC -77 Professional Service 224 -47099 Industries, Inc. Testwell Craig YQ -33 Laboratories & Consultants, Inc. IBA Consultants, Inc. 2381 -248 Test Name/Report PA 102 PA 102(A) PA 108 (Nail -On) PA 108 (Nail -On) PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails PA 101 (Mortar Set) PA 101 (Adhesive Set) PA 102 (4" Headlap, Nails, Direct Deck, New Construction) PA 102 (4" Headlap, Nails, Battens) PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) PA 102 (2 Quik-Drive Screws, Direct Deck) PA 102 (2 Quik -Drive Screws, Battens) PA 102 (1 Quik-Drive Screw, Direct Deck) PA 102 (1 Qul'k -Drive Screw, Battens) PA 100 PA 112 PA 112 TAS 112 Date Dec. 1991 Dec. 1991 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 May 1994 March, 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Oct. 1994 Sept. 1994 July 1995 09/20/07 NOA No.: 07- 0914.05 Expiration Date: 12/16/12 Approval Date: 12/06/07 Page3of7 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 RAS 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 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 `Nordic Flat' Roof Tile and its components shall be installed in strict compliance with Roofmg Application Standard RAS 118,119, & 120 4.2 Data For Attachment Calculations Table 2: Restoring Moments due to Gravity - Mg (ft -Ibf): Table 1: Aerodynamic Multipliers - X (ft3) 3 ":12" Tile 5": 12" X, (ft3) 7 ":12 "or greater A(, ) Profile - Battens - Batten Application Direct Deck Application Hanson Nordic Flat Tile Battens 0.267 - 0.289 Table 2: Restoring Moments due to Gravity - Mg (ft -Ibf): Tile Profile 3 ":12" 4": 12" 5": 12" 6 ":12" 7 ":12 "or greater Battens Direct Deck Battens - Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck. Hanson Nordic Flat Tile 5.95 6.78 5.87 6.67 5.74 6.54 5.60 6.37 5.44 6.19 NOA No.: 07- 0914.05 Expiration Date: 12/16/12 Approval Date: 12/06/07 Page 4 of 7 Table 3: 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 Nordic 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 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' 50.3 65.5 48.3 l Installation with a 4" tile headlap and fastemers are located a min. of 2W from head of tile. Table 4: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Nordic Flat Tile . Adhesive 31.33 2 See manufactures component approval for installation requirements. 3 Flexible Products Company Tilel3ond Average weights per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 4A: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) For Single Patty Adhesive Set Systems Tile Profile . Tile Application Minimum Attachment Resistance Hanson Nordic Flat Tile PolyProTM 118.94 PolyProTM 40.45 . 4 Large paddy placement of 45 grams of PolyProN. • 5 Medium paddy placement of 24 grams of PolyProTU°. NOA No.: 07- 0914.05 Expiration Date: 12 /16/12 Approval Date: 12/06/07 Page 5 of 7 Table 4B: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Hanson Nordic Flat Tile Mortar Set 39.0 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 ". NORDIC NORDIC PIONEER BENDER HANSON NORDIC FLAT ROOF 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.: 07- 0914.05 Expiration Date: 12/16/12 Approval Date: 12/06/07 Page 6 of 7 PROFILE DRAWING HANSON "NORDIC FLAT" ROOF TILE FASTENER HOLES NORDIC FLAT END OF THIS ACCEPTANCE NOA No.: 07 -0914.05 Expiration Date: 12/16/12 Approval Date: 12/06/07 Page 7 of 7 n+it� BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) CertainTeed Corporation (PA) 1400 Union Meeting Road, P.O. Box 1100 Blue Bell, PA 19422 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 BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the the manufacturer will incur the expense of suck testing and the AHJ may immediately revoke, � nor, suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: .CertainTeed Conventional Bullt•Up -Roof Systems Over Wood Decks LABELING: Bach 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 NOA No. 03- 0827.05 and consists of pages 1 thrqugh 21. The submits documentation was reviewed by Jorge L. Acebo. NOA No.: 08- 0227.07 Expiration Date: 06/19/13 Approval Date: 08/15/08 Page 1 of 21 ROOFING ASSEMBLY APPROVAL Cateuorv: Sub- Corv: Miatabdi Deck Tuneatea• imam Desinn Pressure Roofing Built-Up Roofing Fiberglass Wood -60 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABth 1 product All Weather/Empire Base Sheet Flintglas® Mineral Surfaced Cap Sheet Flintglas® Ply Sheet Type IV orVI Flex I-Glas or Flex I-Glas FR Base Sheet • GlasBasend Base Sheet No. '15 Perforated Felt Yosemite® Mineral Surfaced Cap Sheet Dimensions 36 "x72 ;Roll weight 86 Ibs. (2 squares) 36 "X36;Roll Weight 78 lbs. (1 square) 36" x 180'; Roll weight 40/55 Ibs. (5 squares) 36" x 108'; Roll weight 90 lbs. (3 squares) 36" x 108'; Roll weight 69 lbs. (3 squares) 36" x 144', Ro11 weight: 90 lbs. (4 ).. 36" x'36; Roll weight 90 Ibs. Test Product fignffisidM Description ASTM D 2626 Asphalt coated, organic base sheet. UL Type 15 ASTM D 3909 ASTMD2178 Type IV or VI UL Type G1 ASTM D 5147 ASTM D 4601 UL Type 02 ASTM D 226 Asphalt impregnated and coated inorganic glass fiber surfaced with mineral granules used as the top ply in conventional built-up roof membranes. Fiberglass, asphalt impregnated ply sheet. MS Modified, fiberglass reinforced base sheet. Asphalt coated, fiberglass base sheet Organic asphalt saturated felt. ASTM D 249 Mineral Surfaced organic cap and buffer UL Type 30 sheet NOA No.: 08- 0227.07 Expiration Date: 06/19/13 Approval Date: 05/1S✓08 Page 2 of 21 APPROVED INSULATIONS: Product Name FlintBoatd ISO PYROX ACFoam I1 ISO 95+ • High Density Wood Fiberboard Perlite Insulation Dens Deck ENRGY -.1, ENRGY-2, Plus, UliraGard Gold, PSI -25 - FiberGlaas Roof Insulation Fesco Board ISORoc Paroc Cap Board Multi Max, FA APPROVED FASTENERS: Fastener Product Number . Name 1. #12 & #14 Dekfast Fastener 2. Dekfast Hex Plate 3. -Dekfast Lock Plate 4. #12& #14Roofgrip Fasteners 5. A,ccuTrac Hextra Fasteners 6: Metal Plate TABLE 2 Product Description Polyisocyanu to foam insulation Polyisocyanu rate foam insulation Polyisocyanurate foam insulation Polyisocyanurate. foam insulation Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Glass fiber/Mineral fiber insulation Expanded mineral fiber insulation Polyisocyanurate foam / rckwool composite insulation Rockwool insulation Polyisocyanurate foam insulation. TABLE 3 Product Description Insulation fastener Manufacturer (With Current NOA) CertainTeed Apache Products Co. Atlas Energy Products Firestone Building Products, Inc. generic generic G -P Gypsum Corp. Johns Manville Johns Manville Johns Manville Johns Manville Partek, Inc. RMax, Inc. Manufacturer Dimensions (With Current NOA) Construction Fasteners, Inc. Galvalume AZ50 steel plate 2 1/8 x 31Aa" Construction Fasteners, Inc. Polypropylene plate 3" x 3 Va" Construction Fasteners, Inc. ITW Buildex Corp. ITW Buildex Corp. ITW Buildex Corp. Insulation fastener for wood and steel. Insulation fastener for wood and steel Galvalume stress plate. 3" round 3" square NOA No.: 08- 0227.07 Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 3 of 21 V 86 APPROVED FASTENERS: Fastener Product Number Name 7.' GearlokPlastic.Plate 8. UltraFast 9. UltraFast ASAP 10. UltraFast Metal Plate 11. UltraFast Plastic Plate 12. Olympic Fastener #12 #14 13. Olympic Standard 14. Insul Fixx Fastener 15. Insul Fixx S Plate 16. Tru-Fast Fasteners 17. Tru-Fast MP -3 18. Tru-Fast Plates 19. Tru-Fast Plates EVIDENCE SUBMITTED: Test Agencv/Identifier Factory Mutual Research Coip. Exterior Research & Design, Inc. 113PPOVLC+ TABLE 3 Product Description Polypropylene round plats Insulation fastener for wood and steel. Pre-assembled Insulation fastener and plate Galvalume AZ55 steel plate High Density Polyolefin round plate & Insulation fastener Galvalume AZ50 steel plate Insulation fastener for steel and wood decks Galvalume AZ50 steel plate Insulation fastener for wood and steel decks Galvalume AZ50 steel plate Galvalume AZ55 steel plate Polyethylene plastic plate Tqame, Fastening Requirements FMRC 4470 TAS 114 TAS 117 Dimensions 3.2" 3" square & 3" round 3" round Manufacturer (With Current NOA) ITW Buildex Corp. Johns Manville Johns Manville Johns Manville Johns Manville Olympic Mfg. Group, Inc. round Olympic Mfg. Group, Inc. SFS Stadler, Inc. 3" round 3" round 3" round 3" round SFS Stadler, Inc. The Tru-Fast Corp. The Tru-Fast Corp. The Tru -Fast Corp. The Tru-Fast Corp. Renart Date FMRC 1996 01/01/96 J.I. #3Y8A1.AM 03/23/96 3513.08.02 08/15/02 3515.07.03 07/22/03 NOA No.: 08- 0227.07 Expiration Date: 06/19/13 Approval Date: 05 /18(08 Page4of 21 Deck Type 1: Wood, Non - Insulated Deck Description: 1942" or greater plywood or wood plank System Type E(2): Base sheet mechanically attached. All General and System Limitations apply. Base Sheet GlasBase base sheet or Flintglas Premium Ply Sheet mechanically attached as detailed below. Fastening: Base sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8 "o.c. in the lap and three rows staggered in the center of the sheet S"o.c. Ply Sheet: Two or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) or #15 Asphalt Perforated Felt ply sheet adhered in a full mopping of approved asphalt at an application rate of 20-35 lbsfsq. Cap Sheet (Optional) One ply of Flintglas Mineral Surface cap sheet adhered in a full mopping of approved asphalt at an application rate of 20-35 lbssq. • Surfacing: (Required if no cap sheet is used) Install one of the following: 1. Gravel or slag applied at 400 lb /sq. and 300 Ibfsq. restively in a flood coat of approved asphalt at 60 Ibfsq. 2. A two part coating consisting of a base coat of Static Asphalt Fibered Emulsion at rate of 3 galfsq. or Monofo m compound; surfaced with 1 galfsq. Sta -Koo1 non- fibered aluminum coating or fibered APOC No. 212. Maximum Design Pressure: - 52:5`psf (See General Limitation #7) NOA No.: 08- 0227.07 Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 19 of 21 tl WOOD DECK SYSTEM LIMITATIONS: 1. h slip sheet is required with Ply 4 and PIy 6 when used as a mechanically fastened base or anchor 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 approval asphalt applied within the EVT range and at a rate of 20-40 lbs sq., or mechanically attached using the fastening pattern ofthe top layer 3. All standart 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 611 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 Ibs sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 ps£ 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 Ib£ 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 Professional Engineer, Registered Architect, or Registered Roof Cansultant 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 (Le. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) END OF THIS ACCEPTANCE NOA No.: 08- 0227.07 Expiration Date: 06/19/13 Approval Date:: 05/15/08 Page 21 of 21 for ya ply rith nay my rith ray . aal dth Ply or9 D°, ,or JR 332 RRS t8", D°, 1LS ;Rs 1/4 ply ray dal to 2006 ROOFING MATERIALS AND SYSTEMS DIRECTORY ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)- Continued aiNntlA 1005 BEAVER GRADE RD, MOON 'TOWNSHIP PA 15108 OTHER SYSTEMS Class A Building units used in this system are composed of foam core covered on both sides with a 26 xnimmm coated gedwinized steel elan, designated IOWA PANEL VP1'5, VP2.25, VP2.50, VP4 or INTEGRITY R400, R250, R225or175. 1. Deck — • Nell-net No limitation Installation: Mechanically fastened] to metal rafters. Class B Building units used in this system are composed of foam core covered on bath sides with a 26 minimum coated galvanized steel �ted VIRSAPANEL VP1�.75, VP2.25, , VP4A0 or R400, .11250, R225,175 or 1251: 1: Deck — • Incline No limitation Installation: Mechanically fastened to metal rafters. CBR1'A NTEED CORP., R11656 ` 750 E SWEDESFORD RD PO BOX 860, VALLEY FORGE PA 19482 •?tineral Wool Pelt; is a suitable alternate for p ape 15 asphalt c felt in the Class A, B C roof constructions indica .below G1 Plintglas Ply Sheet or Plintglas Premium Ply Sheet are .suitable alternates for Type 15 organic felt; Type G2 Glasbase Base Sheet is a suitable a1Vetnate for 15 and 30 base sheets; Type Mineral $face Cap Sheet is a suitable alternate for Type 30-Cap Sheets. Flex-I -Gas, Premium Flex -I-Gas or Plea I-Glas PR Base Sheet is a suitable alternate for the (2 glass base and the Type 15 Ali Weather/Empire base sheet. Unless otherwise pl'nd and cap sheets cam, sheets are r eeharri fly or spot topped Diamori place; I�agse to place. and combus- 1 o plies pe Gi may be utilized in place of one ply Type G2. •BPS ineulatTaam foltowed by 1 /21n. aweboani maybe utilized in any of the 11ne" s TS" maybe used in any of the following noncombustible deck ,oaf systems and, where indicated, in combustible roof deck systems. "To*PlinilasticA> may be utilized is any of the following systems that contain llintlastic Ultra Poly " may be used in lieu of "Poly SMS Base" in all to T G2 base sheets includes "Channel-Vent GB.". •'plintBoard Iso , "FlintBoard Iso Cold", ` 'd Iso-r or °FlintBoard he Plus", ] mAA e L used wherever polyisocyanitrate insulationIst FELT SY S TEMS WITH HOT R oomp s; Pl • • Class A Deck NC Incline: 3 Base Sheet Type G2 Glasbase. Ply Sheet: Type G1 Plintglas or Type G2 Glasbase: Surfacing Gravel or. slag. 2. Deck 0-15/16* Incline 1 /2 blocked. • Base S� Two layers Type G2 "Globus- base sheet or Type G-1 "Flintglas Ply Sheet". Surfacing: Type G3 "Fhntglas Mineral Sudaoed ". 3. Desk NC Jnetina 3 . Base Sheet: Two layers Type 15 All Weatlier/Bmpire. Surfacing: Gravel or slag. 4. Deck NC Incline: 3 �Polyisocyanuiate, mechanically fastened or hot mopped, • Base Sheet Two to five plies Type 15 aspbaltorganic or Type G2 asphalt glass hot moPped. Surfacing: Gravel Insulation: Polyisocyanurate 1 in. min Incline fastened or hot • Base Sheet: Three plies Type ga (perk,- r mopped hot ro�gasphalt. Surfacing Gravel. 6, Deck C-15/32 Wane: 3 Vapor Retarder (Optional): Type G2 " Glasbase" or UL Classified vapor retarder: Insulation (Optional): One or more layers or combination of the following Polyisocyanurate, partite, glass fiber or wood fiber, any Base Sheets Type G2 "Glashaae" base sheet. ROOF COVERING MATERIALS (TEVT) 7. • 12. 3. • • Roofing Systems (TGPU)- Continued Ply Sheds: Two to three layers of Type G1 "Flintglas" ply sheet G2 " Glasbase" base sheet. Surfacing Gravel or slag. Incline: 3 Decic C-15/32 Vapor Retarder (Optional): Type G2 " Glasbase" or UL Classifii Insulation (Optional): One or more Layers or combinatior fifoll Polyisocyanurate, perlite, glass fiber or wood fi Membrane: Three or four layers of Type G1 ' Plintglas" ply el Surfacing: Gravel or slag. Decic C-15/32 Inetine, 1 Vapor Retarder (Optional): Type G2 " Glasbase" or UL Classific Insulation (Optional): One or more layers or combinatior following: Polyisocyanurate, perlite, glass fiber or wood fiber. Base Sheets One layer Type G2 " Glasbase" base sheet. One la Cl Sheet Two layers Type G1 " Plintglas" ply sheet Cap layer Type G3 " Plintglas" cap sheet. Decic NC Timeline- 1/2 Insulation ( Optional): One or more layers or combinatiot Johns fie� 2 ", polYsocyanurate, perk any thickness. Base Sheet: Two layers Type G2 " Glasbase" base sheet or ' " Plinglas Ply Sheet". Swinging Type G3 " Plintglas Mineral Surfaced ". Deck C.15/16* hick= 1 /2 *All blocked. • • w Optional to 3/4 more iore thin, g 2 Base Shits Two layers Type G2 "Glasbase" base sheet or ' "Plintglas Ply . Sur/eciag: Type G3 "Flintglas Mineral Surfaced ". Dada C-15/32 Jnetim» 3 Insulation ( Optional): Any thickness, one or more layers or c lions (optional of "Hy -Therm AP", "Hy -Therm TAPERED", "ii COMPOSITE ", "Celo- Therm" "HY -Tec (Energy - Ok) ", "T. wood fiber or glass fiber, mechanically fastened or hot moppet Base. arsed Sheet r hot Type 15 asps orgy felt, or "Glassbase Bas( Ply Shy Minim three plies Type 15 perforated asphalt ors Type VI Premium Ply Sheet ", "Flintglas Type IV P13 hot mopped. Surfacing: Gravel or slag. Deck NC Incline 2 Insulation (Optional): Any thickness, one or more layers or c bons (optional) of "Hy -Therm AP", "Hy -Therm TAPERED", "H COMPOSITE ", "Celo-Therm ", "HY Tec (Energy- LOX)", wood glass fiber mechanically fastened or hot mopped. Base Sheet Type G2 "Glassbase Base Sheet", Type G1 "Flints VI Premium Ply Sheet" or " Plintglas Type W Ply Sheet". Ply Sheet: Mm one ply Type Gi, " Plintglas Type VI Preen Sheet" ar "Flintglas Type IV Ply Sheet", hot mopped. Surfacing Type G3 cap sheet, " Flintglas Mineral Surfaced Cal hot mopped. ti Class B Deck C -15/32 • Incline: 1/2 Base Sheet Two layers Type 15 "All Weather/Bmpue" Surfacing; Type G3 " Plintglas Mineral Surfaced ". Dada C-15/32 Tnctin,.; 3/4 V� Retarder ( Optional): Type G2 " Glasbase" or UL Classih lasulation (Optional): One or more layers or combinatio following: Polyisocyanurate, k perlite, glass fiber or wood fiber Base • Sheets One layer Type G2 " " base sheet. layer Type G1 " Flintglas" ply sheet •Incline Sheet: One layer Type G3 "Flintglascap sheet Insulation (Optional): Isocyanurate, wood fiber, glass fiber, 2 rdhamealty fastened. Base Sheet One or more plies Type G2, hot mopped or meet fastened. Ply Sheet: One or more plies Type Gl, "Ply IV" or "Ply mopped or mechanically fastened. LOOK FOR THE UL MARK ON PRODUCT SECTION 4402 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 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 44 of the Florida Building Code, Building govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 5e6Z 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 44, Section 4402 (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) issues 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. .e. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system.) 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 of adjacent units of roofing work to be performed. .516Z 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. 5? 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 Florida Building Code, Sections 4402, 4403 and 4413. =-t— 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. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's /Agent's Signature Doti ,J. F 9 . Property Address 5/ 42 l2Oo7 Date Permit Number Contractor's Signature �� Quality Roofing Contractors, Inc. 13800 NW 1st Avenue Miami, Florida 33168 (305) 751 -0382 Fax (305) 953 -3333 11/05 2009 13:38 FAX 305853 +3833 MIAM BUILDING CODE COMPLIANCE OFFICE PRODUCT CONTROL DIVISION • • • • • ••• •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • •• • • •• •• • • • • • • • • •• • • • • • ••• • NOTICE OF ACCEPTANT Polyfoam Products, Inc. 11715 Boadreagx Road Tomball, TX 77375 QUALITY ROOFING • • ••• •• • •• • • • • • • •• • • • • • • • • • • ••• • • • • • ••• CO) '• • •• • • • • • •• • • • • •• ••• •• • • • • • • • • •• • • V1002/008 MIAMI -DARE COUNTY. FLORIDA ME1RO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -290I FAX (305) 375 -2908 SCOPE: This NOA is bieing issued under the app The documentation submitted has been Review Committee to be used in Miami Jurisdiction (AHJ). This NOA shall not be valid after the A IJ (in areas other than Miami Dade assurance purposes. If this product or the expense of such testing and the AHJ' material within their jurisdiction. BC that this product or material fails to meet • • ••• •• le rules and regulations governing the use of construction materials. awed by the BCCO and accepted by the Building Code and Product aide County and other areas where allowed by the Authority Having on date stated below. The BCCO (In Miami bade County) and/or the reserve the right to have this product or material tested for quality fails to perform in the accepted manner, the manufactures will incur immediately revoke, modify, or suspend the use of such product or es the right to revoke this acceptance, if it is determined by BCCO requirements of the applicable building code. and has been designed to comply with the I1igh Velocity Hurricane This product is approved as described Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 RENEWAL of this NOA shall be cons: after a renewal application has been filed and there has been no change in the applicable building code t tively affecting the performance of this product. TTATION of this NOA will materials, use, and/or mamdienrre of the product, for sales, advertising or auy,oth with any section of this NOA shall be ca ADVERTISEMENT: The NOA n the expiration date may be displayed in be done in its entirety. 711•,. after the expiration date or if there has been a revision or change in the .or process. Misuse of this NOA as are endorsement of any purposes shall automatically terminate this NOA. Failure to comply for termination and removal of NOA. preceded by the words Miami Dade County, Florida. and followed by vertising literature. If any portion of the NOA is displayed, then it shall INSPECTION: A copy of this entire NtA 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 NOA No.01 0521..02 Aid consists of pages 1 through 7 The submitted documentation was nevi by J; L. Acebo. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 1of7 11/05 2009 13:39 FAX 305953 +3833 • • ••• .. .. • • • • • • • • • • • • • 1•• • ••• • • • • .. • • .. • • • • • • • • • • • ROOFING ASSEMBLY APPRO Category: Roo Sub Category: I1 rbds: .. • • • • .. • • • .. • • QUALITY ROOFING • ••• • .. • • • • • • • • • ••• • • • • • • • • • • ... AL: SCOPE: This appromos Palypra® AH160 as of this Notice of Acceptance. For the applicable building code, does not compliance with Roofing App profile roof tiles system using Po moment based system for single PRODUCTS MANUFA Polypro® AH160 N/A • • .. • • • • .. • • • •. • • • • ... • • • ••• •• 1 f^:1• ill II003 /008 by Polyfoam Products, Inc. as described in Section 2 ons where the design pressure requirements, as determined by the dcsip prams value obtained by cutler in Standard RAS 127, for use with approved flat, low, and high AH 160. Where the attachment calculations are done as a *corm% and as an uplift based system for double patty systems BY APPLICANT: • Product Desfniiom Spleaggn TAS 101 Two component polyurethane foam adhasive Dispensing Equipment During Equipment ' Foampro® RTF1000 N/A ProPack® 30 & 100 N/A PRODUCTS MANUFA Any Miami-Dade County product list moment resistance values with • Y PHYSICAL PROPERTIES: Pte Density Compressive Strength Tensile Strength Water Moisture Vapor Transmission Dimensional Stability Closed Cal Content Note: The physical properties by accepted ASTM test m BY OTHERS: 1 Accepted Roof Tile Assembly having a current NOA which use of Polypro AH160 roof tile adhesive. test TM D 1622 D 1621 TM D 1623 MD 2127 ASTM B96 D 2126 D 2856 fit, 1.61bs./ti.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 LbsJFt2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change a@158°F.,100% Tumidity, 2 weeks 86% above are presented as typlrsl average values as determined and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2 of 7 11/05 2009 13:39 FAX 305853 +3833 • • •• •• • • • • • • • • • ••• • • • • ••• • ••• • • • • • •• • • • • EVIDENCE SUBMi1TLD: Test Armor • Center for Applied Enginerriug• • • • • • • •• • • Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research institute Trinity Engineering • C®lotex Corp. Testing Services • •• • • • •• • • • QUALITY ROOFING • • • ••• • •• •• • • • • • • •• • • • • • • •. • • • ••• • •• • • •• •• • • • ••• LIMITATIONS: 1. Fire classification is not part of rating. 2. Polypro® AH16D shall solely 3. Minimum underlayment shall 4. Roof Tile manufactures acgairi their tile assemblies shall test ' 5. Roof Tile manufas their tile assemblies shall test +F'• F' 52 • • •• • •• • • •• Identifier • • y9• 7;8* -1PA 77438 -3' •• 25-74384 25-7438-7 25 -7492 NB-589-631 9637-92 01- 6743 -011 1- 6739- 062b(1] 7050.02.964 528454 -2-1 5284549 -1 528454-10-1 520109 -1 520109 -2 520109-3 520109 -6 520109-7 520191 -1 520109-2-1 Test Name/R tort TAS 101 . TAS101 • SSTD 11-93 Date 04/08/94 12/16/96 10/25/95 SSTD 11-93 11/02/95 SSTD 11 -93 12/12/95 ASTM D 1623 02/01/94 ASTM E 108 04/30/93 ASTM B108 11/16/94 ASTM B 84 01/16/95 TAS 114 03/14/96 TAS 101 10/23/98 TAS 101 12/28/98 TAS 101 • 03/0249 s acceptance. Referto the Prepared Roof Tile Assembly for fire used with flat, low, & high tile profiles. in compliance with the Roofing Application Standard RAS 120. g acceptance for the use of Polyproe AH160 roof the adhesive with with TAS 101. g acceptance for the use of HANDI -STICk roof tile adhesive with accordance with TAS 101 with section 10.4 as modified herein. 1004/008 w NOA No. 06-0201.02 Elpiratian Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 11/05 2009 13:39 FAX 305953 +3833 • • .•• .... • • • • • • • • • • • ••• • ••• • •• • • •• • • INSTALLAT1O14. : • , : • 1. Polypro® AH160 may be u resistance values with I e use. 2. Polypro® AH160414124: nip corresponding Placeraqt the use of Polyprcl. Al1160 based system, to meet or County Roofing Application tile assembly NOA 3. Polypro® A11160 roof Me Roofing Appiicadon Standard Instruction Lion and Maiuteaance 4. hsstallation must be by a Fen Products, hie. Polyfoam having jurisdiction. 5. Calibration ofthe Faaml ro® The mix ratio between the "A 1.15 (A):1.0 (B). The determined at calibration. No 6. Polypro® AH160 shall be equipment only. 7. Polypro® Ar1160 shall not be 8. Tiles must be adhered in Polypro® A11160 bas been 4. Polyprot($ AH160 plat Details' herein. Each generic QUALITY ROOFING • • ••• •• •• • • • • • • • • • • • ••• . • • .• .. • ••• • •• with any roof tile assembly having a current NOA that lists uplift f PoIypO® A1116°' acegtcpl:aace with the Component Application section and the 14 creirt.: The roof tile assembly's adhesive attachment with 'p'scient attachment mince, expressed as an uplift the uplift rice determined in compliance with Miami Dade RAS 127. The adhesive attachment data is noted in the roof 1J005/008 ve and its cots shall be installed in accordance with 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Trained 'Qualified Applicator' approved and licensed by Polyfoam Inc. shall supply a list of approved applicators to the authority equipment is required bed application of any adhesive. •component and the "B" component shall he maihmined between 1.0- timer shall be set to deliver 0.0175 tay 0.15 pounds per tile as settings shall be approved. with Foampro RTF1000 or ProPaok® 30 & 100 dispensing permanently to sunlight. applied adhesive. Tile must be set within 2 to 3 minutes after minimum patty weight shall be in accordance with the'Plecement profile requires the specific placement noted herein. Table 1; Alb 5 e Placement For Each Generic Tile Profile Tile Profile . j Placement Detail Single Paddy Weight Min. (trams) Two Paddy Weight per paddy Min. (grams) p1 Low, Hi',. Profiles j #1 35 N/A High and Profile (2 Piece 17 /side on cap and :� N/A Flat, Low, High Profiles ' i+c M 24 N/A Flat, law, High P.rofiies I #3 8 LABELING: All Polypro® AH160 containers BUILDING PERMIT REQ As required by the Building Offi installation of this system. comply with the Standard Conditions listed herein. MEENTS: applicable building code in order to properly evaluate the NO& No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4 of 7 11/05 2009 13:39 FAX 305953 +3833 QUALITY ROOFING • • ••• • • • ••• •• •• • • •• •• • • • • • • • • • • • • • •• • • • • • • • • • • • • ••• • • • ••• • ••• • • • • • • • •• • • • • • • • • •• ' • • • • • • • • • ' PLA MINT DETAIL • SINGLE FATTY fl 0081008 NOA Na: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 11/05 2009 13:38 FAX 305853 +3833 QUALITY ROOFING • • ••. • • • ••• •• •• • • ..• •• • • • • • `' •• • • • • • • • • • • • • • •.. • • • ••• • ••• • . • • • • • : • •- • • • • • • •• • • • • • DML 2 • • • • ET• to • SINGLE PATTY .• • • •.. ••. •• ▪ • • • • ▪ • ••• • , • • •• • • • • • •• • • • • • • ; • • • • •• • • • • ••• •• x0071008 Era tem NOA No.: 060101..02 Toptratlon Date: 05/10 /11 Approval Date: 04/13/06 Page 6 of 7 tt 11/05 2009 13:39 FAX 305953 +3833 QUALITY ROOFING • • ••• ; • • • ••• •• •• • • •• •• • • • • • • • • • • • • • '•• • • • • • • • • • • • • ••• • • • ••• • ••• • • • • • • • • • • • • • • • • •• • • •• • ,s D]LICAYL 3 • • • • •DOI BLBl'ATrY •• • • • • • •. • .. • •. . • • • • .•• • : • • 11 • • • • • •• • •. a 008 /008 E > OF TES ACCEPTANCE NOA No.: 060201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Pap/ of7