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RF-11-2236Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 168297 Permit Number: RF -12 -11 -2236 Scheduled Inspection Date: January 03, 2012 Inspector: Bruhn, Norman Owner: LAUZON, SASHA Job Address: 77 NW 107 Street Miami Shores, FL 33168- Project <NONE> Contractor: ACE PROPERTY SERVICES CORP Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1121360070420 Phone: 305 -598 -1700 Building Department Comments RE -ROOF ENTIRE ROOF TILE AND FLAT Passe Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 167274. Provide a ladder, permit and plans. NB 01/03/2012 - LADDER, PERMIT AND PLANS IN NW BACKYARD. GATE OPEN NO DOGS. AS December 30, 2011 For Inspections please call: (305)762 -4949 Page 14 of 19 RE: Permit # F" Miami Shores Village Building Department INSPECTION AFFIDAVIT (Print name and drde License Type) 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: . licensed as a (n) Contractor / Engineer/ Architect, FS 468 Building Inspector License #: CCc °sfs221 On or about C2-/Y‘11 10. 3D , I did personally inspect the roof deck nailing tid (Date & time) Secondary water barrier work at -7-1 fu-v (rr-r A. SLoral (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 55, 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 I` -- t� day of LIBERTAD VEGA•PULLES MY coMAusstoN #111D7910,10 anof EXPIRES: May 211, 2012 1400.344arAgy ft Nagy Mons Awe. Co. *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # dearly shown marked on the deck for each inspection Revised on 5/21/2009 F.I.E. FLORIDA INTERNATIONAL ENGINEERING &TESTING LAB INSIGHT•INNOVATION•INTEGRATION Florida International Engineering and Testing Lab LLC 16701 SW 117 Avenue, Miami, FL 33177 Telephone: (305) 378 - 1991 -Fax: (305) 378 -1997 Miami -Dade Lab Certification # 07- 0612.11 -State of Florida ca #27273 Owner's Name: Job Address: SITE SPECIFIC INFORMATION 54 , 5 iqk LA S 0 ht ,o o —s Rk—: 5 Roofing Contractor: £, L -. ' E. ..T. Vic-A-- Permit Number: r I'2 -/ /- ZZ 36. Type of Tile: / 3" FAT"- 142444 Approximate Roof Height: / 0 feet Slope: : IL Approximate Square Footage: 1, Pte® Type of Access to Roof: ' Ladder OtherRequired Testing Force: 35 lbs. Date Installed: / 2y 2 7 i'/ Date of Inspection: a° Z 3 -) / Testing Equipment: F.G.E. 100x Shimpo Instrument ft2 TEST RESULTS P= PASS, F= FAIL Test Location P or F Test Location P or F Test Location P or F Test Location P or F Test Location P or F 1 5 21 �? 55 41 !' 14+. 61 81 2 iP 22 / 42 62 82 3 23 43 63 83 4 24 44 64 84 5 25 45 Y 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 i 60 80 100 J 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 6p® Field /I Corners / 4 /3® Hips & Ridges < / 2 RESPECTFULLY SUBMITTED BY: AA a /2 —Z) -1� FIORU)A INTFRNATIONA1 ENGrNEFRrN( TESTINGr AR, I I f Miami- [)atie tab Certification H u7-t 012.11 .66 w�iiesy: 77- Nit Al cQ s-r, A4/ m 5DQE-5 e -1 Cu.ri...„ '&% L i o p' 1 ,8411 C 5 ,1/4b,,) Shea. i� ui Roo r i INIMMEMMEMMEMEMONIMM MUMEMENEMMEMMEMMEM MINIMMEMEMMEMEMERMEEMMEMEMM 10111111 1111=1111111fillinglinalh 11111111 i1111111 11111 - i r� Ii oniw mmOlika , � mmommilmimmalloWkramwmiamnsm I!iEi[HJi1II i1iJi1 ii � Notes CFN: 20110801042 BOOK 27909 PAGE 2074 DATE:11 /30/2011 08: 33:36 AM HARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION (X PERMIT NO ' �S r TAX FOLIO NO. /1— 2t34 -017 "TZd 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. PREPARED BY:C.Pulles 10871 SW 188 St,8 Miami, FL 33157 #305.242.5055 1. Legal description rePtY god stn eVadd /VuJ ign 19-)Amiwor, N3 J T pa Lt2 -33 Lvf /o 4 h. a// 2. Description of improvement Re Roo1Ine 3 reserved for use of recording owe 33 /Os Owner(s) name and address: Interest in property: Owner Name and address of fee simple titleholder. 5 4 sh0. LA 41-0" 1 I N r L 01 4 ST M i Q* C) qL . 4. Contractor's name, address and phone number. ACE PROPERTY SERVICES CORP b 10871 SW 168 St, 8 Miami, FL 33157 #305.598.1760 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by • upon wh T notices Or other documents may be served as provided by Section 713.13(1Xa)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates of • wing • • n(s) o - a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number 9. Expiration date of this Notice of Com date Is 1 year loan the date of recording unless a Maned date is apace' WARNING TO OWNEit ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of • - s) Owne Authoized Officer/Director/Partner/Manager Prepared By `i. 0 A Prepared By Print Name - as Q ' Print Name, Title/Office O V+ VI Q Y' Title/Office STATE OF FLORIDA COUNTY OF MIAMI- DADE ✓ , c?ID f The foregoing is r pt } s � before this Lv day of 04 n l ndividually, or 0 as for Personally known, or 0 produced the following type of identification Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92625. FLORIDA STATUTES Under penalties of perjury, 1 declare that 1 have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/ Director /Partner/Manager who signed above: By By 19821.82 PAGE 3 3# STATE OF FLORIDA, COUNTY OF DADE 1 HEREBY CER11FYthat the foregoing Is a tree and tar the Aglgtnal en tile In at eCpemDer 01 AD 20 1 HARVEY RUVIN. CLERK. of Clam County Courts. Deputy Clerk 7 f •A$31i Hervey R M,,. Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (335) 75'6.8972 INSPECTION'S PHONE NUMBER: (3 05) 762.4949 Permit No. Master Permit No, PERMIT APPLICATION FBC 21 0 F. Q' Owner's Name (Fee nnp e ttlebolder) v1 S r Phone # Owner's Address %? n1Vv {31 s r- City /(4 t49-, -v, i State'( z+ 3 3 1(4 Tenant/Lessee Name Phone # Email Job Address (where the work is being done) t Mk) Cal S r City Miami Shores Village County Miami -Dade. FOLIO / PARCEL # % /- 2134- 002 -Oy24.) 31168. Is Building Historically Designated YES NO Contractor's Company Name ,.,-L— Pv(Cso Contractor's Address (0 ern SGr./ 9 0 ST—#- City / ( c.k.r f jj State r (. Qualifier Name 6tr(o s rat ta State Certificate or Registration No. cc( d 5 02.2 07 Contact Phone E -mail ems, 1= Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Sta Zip Application is hereby made to obtain a p t to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a t ermit 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. Signature.Q Owner or Agent �j� ent was acknowledged before me this " The foregoing ins day of , 20 by S L..OL ( Contractor The foregoing trument was acknowledged before me :thi§" day of V , 20 \ I by 11eS. �. who is personally_limaato me or who has produced who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: L Sign: kt- P: My Commission Expires: * * * * ** * * ** * * * * * * ** * * * ** * * ** APPROVED BY 'Putt, LIBERTAD VEGA- PRIES Y COMMISSION #1)1)791650 ` ,y, EXPIRES: May 26, 2012 ` 0.344 Pt Notes' Discount Assoc. Co. �.g7G.)- t4OTARY * * * * * * **** ** *fit * * *** * * * *> * * * * * ** as identt - cation and who did take an oath, NOTARY PUBLIC: Sign: Print: , U My Commission Expires 4t6t, /42-}7 Plans Examiner "tea LIBERIA!) V'EGA•PIILLES MIY COMMISSION # Dn19I650 4Tf.. . EXPIRES: May 26, 2012 Zoning Engineer Clerk checked (Revised 07 /10i07)(Revised 00012009) • • 14t FLOOF MIAMI, F` 455111 -6 BUSINESS NAME / LOCATION . ACE PROPERTY SERVICES CORP 10871 SW 188 ST 33157 UNIN DADE COUNTY 2011... AL. WEBS TAX CEIPT 2012 Iu1 AMI.DAOE COUNTY - STAB O+I I to rd UST F AE P1 ACS P INESS POD DUANT T : 47044144":1191 a�-A ` -941 THIS IS NOT A BILL — DO NOT PAY FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 RENEWAL �rr �I�tt�O,, 475113 -8 STATE CCC058229 A8 OWNER ACE PROPERTY SERVICES CORP See. Type of Business WORKER /S 196 SPECIALTY BUILDING CONTRACTOR 2 THIS 888 T�AII RECUT. R DOE8 NOT PEST 711E ROL�1 TO VIOLATE AMY 61681181 RESU ATONY OR Zo MN afEE& r+�A • �'?' . IT N41? THE FROM ARY OTHER fl 801118D BAY LAW. THIS IS OP i HOLDERS AALLIPICAA. norm pIA16ITAT M1 TAX 09/16/2011 09010308001 000075.00 SEE OTHER SIDE DO NOT FORWARD ACE PROPERTY SERVICES CORP CARLOS PULLES PRES 10871 SW 188 ST A8 MIAMI FL 33157 11111,I,Ill11, 11111 IJ 11 ,I1I111I,d,II,,111i,III111I11I1 loll Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 Date: 1( 3 - (( Re: Owner's Name: Property Address: (al sr M(' - S 3 314 6 Roofing Permit Number: Dear Building Official: n :� a S h Ct L Q IA 261" certify that I am not required to retrofit the roof to wall connections of my building because: O ne just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) SGkSha La ke-15'^ Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he /sh /e its the owner for the above property mentioned. 1 Swom to and subscribed before me this day of (J `� f "',k, LIBERIA]) VEGA- MLLES MY ceaIatssioN # DD791630 12 Notary Public, Sate of Florida at Large • When the just valuation of the structure for purpose of ad valorem tale . is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Nfitigatlon. Revised on 5/21/2009 miamt • ade. • ov My Home Property Information Report Summary Details: Page 1 of 1 Folio No.: 11- 2136 -007 -0420 Property: 77 NW 107 ST Mailing Address: ALEXANDER SCHACHL 77 NW 107 ST MIAMI SHORES FL 33168-4306 Property Information: Primary Zone: 0800 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/1 Floors: 1 Living Units: 1 Adj Sq Footage: 1,328 Lot Size: 9,150 SQ FT Year Built: 1943 Legal Description: DUNNINGS MIAMI SHORES EXT NO 3 PB 42 -33 LOT 10 BLK 211 LOT SIZE 75.000 X 122 OR 13872 -1796 0588 1 COC 25930 -1686 09 20071 Assessment Information: Year 2011 2010 Land Value: $44,981 $50,143 Building Value: $101,484 $101,484 Market Value: $146,465 $151,627 Assessed Value: $146,465 $151,627 Taxable Value Information: Year 2011 2010 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $0/$146,465 $0/$151,627 County: $0/$146,465 $0/$151,627 City: $0/$146,465 $0/$151,627 School Board: $0/$146,465 $0/8151,627 Sale Information: Sale Date: 9/2007 Sale Amount: $305,000 Sale O/R: 25930 -1686 Sales Qualification Description: Sales which are qualified View Additional Sales 'Close windowl (Click here to Printl This report was created on 11/30/2011 6:13:22 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. u-. 1+1,,1�®ik1 Section A (General Information) ,Aliasier Permit No. Process No. Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Fonr Contractor's Name ACE PROPERTY SERVICES CO Job Address 77 NW 107 Street Miami Shores, FL 0) R05 IA Low Slope ❑ Asphaltic Shingles ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles 0 s fI) • • 'E 0) • w O Mortar /Adhe , S etilee ❑ Wood Shing I hakes a o ❑ Prescriptive BUR -RAS 150 ROOF TYPE UBJECT i0CCMPLIANCEWI ALL FE 2 C. TATE AND CX IJN 1Y HUES AND REGULATION`. oof 121 Reroofing ❑ Recovering ❑ Repair ❑ Maintenance NO GAS VENTS ROOF SYSTEM INFORMATION oof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 1450 1800 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. 7 8 FLAT 9 2 5 2 3 1 3 0 42— Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA ") Fastener Spacing for Anchor /Base Sheet Attachment System Manufacturer. GAF Field: 9 .0c @ Lap, # Rows 2 @ 9 ° oc Perimeter. 6 .0c© Lap, # Rows 4 @ 6 " oc Design Wind Pressures, From RAS 128 or Calculations: Corner: 6 ° oc @ Lap, # Rows 4 @ 6 " oc Pmax1: -49.2 Pmax2: -82.6 Pmax3: -124.3 NOA No.: 07- 1219.09 Number of Fasteners Per Insulation Max. Design Pressure, From the Specific NOA Board System: -52.5 Deck: 1x6 T & G Type: Field: Perimeter Comer 3x3 26 ga galvanized metal Illustrate Components Noted and Gauge/Thickness: Details as Applicable: Slope: 1/2:12 Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant AnchorBaseSheet &No.ofPly(s): Strip, Base Flashing, Counter- Flashing, Coping, Etc. Anchor/Base Sheet Fastener /Bonding Material: Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Insulation Base Layer. Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. 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): 1 ply 75# Base Sheet Fastener /Bonding Material: 1 1/4 RIngshank nails & 1 5/8 Tincaps Ply Sheet(s) & No. of Ply(s): 1 ply Rubberoid 20 Ply Sheet Fastener /Bonding Material: AspeltiHot Mopped Top Ply: 1 Ply Mineral Surface Capsheet Top Ply Fastener /Bonding Material: Asphalt/HotMopped Surfacing: 1 Ply Mineral Surface Capsheet • FT. n/a 9" Strip 1 Ply Rubberoi d 1 Ply 75# 1x6T&G 3x3 26 ga galvanized metal 20 Z FT. Parapet Height 10 v Mean Roof Height Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System). Roof System Manufacturer: 14 b /I /LA- Product Approval Number: 07- 0711.03 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 45.1 P2: -78.6 P3: -116.2 Maximum Design Pressure Product Approval Specific System: 118.9 Method of Tile Attachment: PolyPro AH 160 Roof Slope: 2.5 : 12 Steep Sloped System Description, Deck Type: 1 x6T&G Type Underlayment: Insulation: 30 lb Underlayment n/a Fire Barrier: Ridge Ventilation? n/a n/a Fastener Type & Spacing: Adhesive Type: Mean Roof Height: 10' 1 1/4" RS nail 6" oc Lap -12 ocField 1 5 /8 tincap Asphalt Type Cap Sheet: 90 lb Roof Covering: Saxony 900 Flat Tiles Type & Size Drips Edge: 3x3 26 GA Galvanized Metal Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mrwith the values from Mt. If the Mrvalues 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" (P1: -45.1 x X .313 = 14.12 ) - Mg: 8.03 = Mr1 6.09 Product Approval Mr 118.9 (P2: -78.6 x x .313 = 24.6 ) - Mg: 8.03 = Mr2 16.57 Product Approval Mt 118.9 (P3: -116.2 x x .313 = 36.37 ) - Mg: 8.03 = Mr3 28.34 Product Approval Mt 118.9 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval IVIr Mr Required Moment Resistance* Mean Roof Height 15' 20' 25' 30' 40' --► Roof Slope 4 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 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 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 Fr values, for each area of the roof, then the the attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P1: x 1: = x w:= ) - W: x cos 0: - = Fr, Product Approval F' (P2: x 1: = x w:= ) - W: x cos 0: - = Fa Product Approval F' (P3: x 1: = x w:= ) - W: x cos 0: - = Fri Product Approval 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 based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier X Product Approval Restoring Moment due to Gravity MB Product Approval Attachment Resistance M, Product Approval Required Moment Resistance M, Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W Product Approval Tile Dimensions I = length w = width Product Approval All calculations must be submitted to the Building Official at the time of permit application. 2007 ROOFING 'MATERIALS AND SYSTEMS DIRECTORY 192 ROOF COVERING MATERIALS (TENT) Roofing Systems (TGFU)- Conlirtterl Base Coal: °A-38 Series', 025 gal /sq. Second Base Coat °A-38 Series ", 0.75 gal /sq. Wear Coat "A-38 Series ".025 gal /sq plus walnut shells at0.751bs per Sur• facing ° A-38 Series ", 0.75 gal /sq plus walnut shells at 0.75 lbs per 46 Dec• k NC Incline: 3/4 Foams Spray application of 24n. thick'Tolyfoam 273' (2.7Ib /ft.3 ) Spray application of 28 to 34-mils "ti -8730° (aluminum) 47 ud NC Insulation: Spray application of 2-in. thick "Polyfo sot 273° (2.7 lb/ft? Surfacing Spray application of 28 to 34 -mils "U -3282" (ivory) GAF MATERIALS CORP l 1361 ALPS RD, IVAINE NJ 07470 } S � nun) G-P Gypsum DensDeclk® may be m any existing noncombustible deck When this is done, the roofing system is acceptable for use over combustible 15/32 in min) decks. The joints in the board and ow:rhymed bwrd are offset 6 in. with the joints in the deck. If pol=ne is part of the roof system, it must be pia below the overlayt Also, multiple plies of "GAFGLAS Ply or "Ply 6" may be adhered to G-P Glum DehsDeck® in hot asphalt. Ultra" is ap�-le Classifica�n. an acceptable alternate to °1BrtergyGhtard° in airy Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechani catty attached or hot mopped over noncombustible decks and as a recover aver e ML4S Iterlhe simulation may be utilized as a cover board over "EVER- GUARD" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping aphalt or urethane insulation adhesive. ewe reference in any of the fallowing Classficatons include "ENERGuapi�S Refenances to glass fiber insulation include "EnergyGuard Fl lass Insu- lation". ASPHALT FELT SYSTEMS WP1H HOT ROOFING ASPHALT r ;ott k -.�.' M.�.'NiII deck may first be covered with a Type G2 asphalt giassimat base street "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Sttavent Eliminator Vatting Base Sheet Nai )able)" . Perforated to be mopped and nailable to be mechanically attached granule side down! As an G2� glass mat base sheet ('`GAFGLAS 675 Base Sheet'"," "or "GAF Strata vent Eliminator Venting Base Sheet (Mailable)" may be substituted for G1 asphalt fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) as the nailed base ply in the �p • =base sheet may be solid mopped. spot mopped or mecnard- `Upnless indicated, all insulations may be hot mopped or mechani- "GAFGI.AS Flashing" or "Ruberoid" may be used for flashing ia.any of the Class A, B or C listed below. When is referenced, this includes "GAFTEMP PBRMALITE ®" or pp other Classified perlite insulation. anCru�shed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber budding units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C-15/32 or NC. The use of gypsum board under any of the (oilowmgCiass A, B or C systems . does not adversely effect to rating. Ds use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C-15/32 decks. The me of polystyme a insulation board between min 3/4 in penile board and deck with rosin paper (perlite/rosin paper/poi e /perlite) is a suitable alternate for .paper board in the Mlmikg Class A. B or C "INCAEnesyGuard RA ", "BMCA Tapered EnergyGuard RA" and "BMCA EnerayGuari RA" may be substituted for any Atlas polyisocyanurate insula- tion in of the following Classifications. [koanbull "Puma Mop may be utilized with any of the following "Asphalt Felt S with Lot Roafittg 080 Premium Base may be used in any of the following "GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6 ". ROOF COMING MATERIALS (PENT) Roofmg Systems (TGFI])- Continued "GAFTEIvIP Permabite Recover Hoard" as be used in lieu of any perlite insulation in any of the following NC Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt° may be surfaced with "Fioestmeld MB° at 2,5 - 3.0 gal /sq. Class A,I and C H� asphalt, for r with organic and glass felts or audited bitumen "Ruberoid Heat Weld" Slid roofing membrane may be used in lieu of "Ruberoid Mop" SBS products in any applicable Classification Class A 1. Deco C-15/32 Incline: 3 Insulation Optionaik One or more )ayes petite, wood fiber, glass film isoayg nurate, urethane, perlite /isocyamzrate composite, perlite/ urethane composite, wood ffbedisocyanurate composite, phenolic, any Ply Sheet Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel. 2. Deck; C-15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood See glass fiber: isocy'anwate, urethane, petite /isocyamuate composite, petlite/ urethane composite, wood fibedisocruturate anhposite, phenolic, any Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet". 3. Deck: NC Incline 2 Insulation (Optimwik One or more layers perlite, wood Sec. glass fiber, isocyanurate, urethane, perlite /ate composite, perlite/ urethane composite, wood fiber /isocyakuuate composite, colic, 2 in. Ply Sheet Two or mare layers Type GI "CAMAS Ply 4" or "GAF - GLAS Ply 6 ". Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap Street or "EnergyCap Mineral Surfaced Cap Sheet°. t Dedc NC Indium 1/2 Insulation: One or two layers 'Isotherm le, 4 in. max, hot mapped. Ply Sheet Any ULCtaasified graved surfaced ClassAasphaltglass fiber mat Inane 1' 6. h' NC Incline 3 Base Sheet One layer ''l�yyp�ee G2 "GAFGLAS 675 Base Street". Ply Sheet One or more Iayers Type G1 "GAFGLAS Ply 4" or CAF- GLAS Ply 6'. Cap Sheet One layer Type G3 tGAFGLAS Mineral Surfacer) Cap Sheet' or "EnergyCap Mineral Surfaced Cap Sheet". 7. Dedc C -15/32 Incline 2 Insulation: One or more layers pediteY glass fiber, isocyamurate, ure- thane, petite /isocyamuate composes urethane composite, phe- nolic, 1.0 in. min (offer from plywood joints 6 in.). Base Sheet One or more layers Type G1, G2 or G3. Membrane One or more layers ituberoid Tot*" (Smooth or Granule), "Ruberoid Torch Phi" (granule), "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus" (granule). Cap Sheet Type G3 ''GAFGLAS Mineral Surfaced Cap Sheet' or 8. �p Mineral Stained Cap S mopped. Insulation (Optioaath One or more layers perlite, wood fiber, glass fiber, isocyanwate, urethane, pedite /i;ocyanurate composite, te/ urethane composite wood lber/lsocyanurate composite, any thickness. Base Sheet TWO or mare layers Type G2 or G3. Ply Sheet (Optional): One or more layers Type Gl. Membrane Chore mine byes "Ruberoid Torch" (Smooth or Gmnule), "Ruberoid Twitch Plus" (granule), "Ruberold Mop" (Smooth or Granule) or "Ruberoid Mop (granule). LOOK FOR THE UL MARK ON PRODUCT Owner's Notification Form 07 "Delivering Excellence Every SECTION 1524 HIGH VELOCITY HURRICANE ZONES- REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATION; 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the own 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 initial in the designated space indicates that the item has been explained: 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 provision Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be address( as part of the agreement between the owner and the contractor. 2. Rena ling 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 Florid 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. 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 this 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 area& 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 roofmg system. Ponding conditions may not be evident until the origin 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 accordar with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. Ural 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, d: gned by a Florida - licensed engineer or registered architect to eliminate the attic venting, venting shall not _ �:; aired. Owner's/Agent's Signature: rj 1, f/� /, i � , ` i ]on Date: / Contractor's Signature: 11111111fititi Property Address: 11. t Permit Number: 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 desdribed herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built Vp Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: " Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 03- 0501.05 and consists of pages 1 throygh 19. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 ROOFING SYSTEM APPROVAL o ,Sub- Cateeorv:, Deck Time: Maximum Desien Pressure Roofing BUR Wood -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 roduct Leak BusterTM MatrixTM 307 Premium Asphalt Primer GAF Mineral Shield"' Granules Leak Buster", MatrixT' 305 Fibered Asphalt Emulsion Leak Buster "' Matrix"' 303 Premium Fibered Aluminum Roof Coating LeakBusterTm Matrix"' • 322 Elastomeric Roof Coating LeakBusterTm MatrixTm Select Asphalt Emulsion Fibered 306 Leak Buster"' MatrixTM 204 Wet/Dry Roof Cement RUBEROID® Modified Bitumen Flashing Cement LeakBusterT' Matrix"' 201 Premium SBS Flashing Cement GAFGLAS® #75 Test Dimensions ,Specification, 3, 5, 55 gallons ASTM D 41 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. 60 & 1001b. bags ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral ShieldTM Granules shall be used for flashing applications only. ASTM 1227 Surface coating for smooth surfaced roofs. 5 gallons 1, 5 gallons 55 gallons 55 gallons 1, 5 gallons 5 gallons 5 gallons ASTM D 2824 Fibered aluminum coating. Elastomeric roof coating. Asphalt emulsion fibered. ASTM D -4586 Refined asphalt blended with a mineral ASTM D -3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement AST' D 4586 Asphalt flashing Cement 39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat wide base sheet. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 2 of 19 Pro ct GAFGLAS® #80 ULTIMATM Base Sheet GAFGLAS® Flex P1yTM 6 GAFGLAS® Ply 4 GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet GAFGLAS'} STRATAVENT® EIiminatorm Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT® Eliminator"4 Nailable RUBEROID® SBS Heat-Weld", Smooth RUBEROID® SBS Heat- We1dTM Granule RUBEROID® SBS Heat- WeldTM 170 FR RUBEROID® SBS Heat-Weld", PLUS RUBEROID ® SBS Heat- We1dn' PLUS FR RUBEROID® SBS Heat-Weld", 25 RUBEROID® Modified Base Sheet Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 3937" (1 meter) wide 39.37" (1 meter) wide Various 39.37" (1 meter) wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 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 Test Specification ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D 3909 ASTM D 4897 D 3672 ASTM D 4897 D 3672 • ASTM D-6164 ASTM D -6164 ASTM D -6164 ASTM D-6164 ASTM D -6164 ASTM D -6164 ASTM D4601, Type 11, UL Type G2 BUR Product • Description, Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied layer of TOPCOAT®EnergyCoteTM. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with . polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Premium glass fiber reinforced SBS modified base sheet NOA No.: 09- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 3 of 19 Product RUBEROID® 20 RUBEROID® Mop Granule RUBEROID® Mop Plus (Granule) RUBEROID® MOP Smooth RUBEROID® MOP 170FR RUBEROID® MOP FR RUBEROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID® TORCH PLUS (Granule) RUBEROID ® TORCH FR RUBEROID® 170FR TORCH RUBEROID® 30 RUBEROID® 30 FR RUBEROID® ULTRACLAD® RUBEROID® Dual FR Vent Stacks (metal and plastic) Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37' (I meter) wide 39.37" (1 meter) wide 3937" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) Wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 3937" (1 meter) Wide Test ,Snecification ASTM D 6163 ASTM D 5147 ASTM D 6222 ASTMD5147 ASTM D 6222 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 5147 ASTM D 5147 .ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 TAS 100(A) ASTM D 1929 ASTM D 635 Product Descriution SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Asphalt impregnated, coated felt, surfaced with mineral granule. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Non -woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat coated with Polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer modified asphalt and surfaced with mineral granules. One way valve vent used to relieve built-up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 4 of 19 Product Leak Buster", Matrix 302 Non Fibered Aluminum Roof Coating GAF Built -Up Roofing Asphalt RUBEROID® MOD Asphalt, Asphalt L & Asphalt P Leak BusterTM MatrixTM 602 • Leak BusterTM MatrixTm 715 LeakBusterTm MatrixTM 531 WeathercotoTM SeamCoteTM FireOutTM VersaShield® VersaShield® FB-1S VersaShield® FB-2S TOPCOAT® FireShield® MB Leak Buster, MatrixTM 201 SBS Flashing Cement Leak Buster, Matrix"' 102 SBS Adhesive Leak Buster, MatrixTM 202 SBS Flashing Cement Leak Buster, MatrixTM 203 Plastic Roof Cement Leak BusterTM MatrixTM 103 Cold Process Adhesive Cui_tix1c:.` 1.J 4.4i.•..11):1 7 (APPROVED' Dimensions 5 gallons 1001b. cartons, bulk 601b. kegs 5 gallons 5 gallons 2 gallons 2, 5 gallons 5, 55 gallons 350 sq ft. roll 350 sq ft. roll 350 sq ft. roll 5, 55 gallons 5 gallons 5 gallons 5 gallons gallons 5 gallons Test Snecification ASTM D2824, Type I ASTM D312, Types I, II, III and IV proprietary ASTM D -412 ASTM D -21 -96 ASTM D1475 ASTM E -1644 ASTM D3019 ASTM D3019 ASTM D4586 ASTM D4586 ASTM D3019 Product Description Non- fibered aluminum pigmented, asphalt roof coating. Interply mopping and surfacing asphalt. SEBS modified asphalt. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Elastomeric roofing membrane. . Low VOC, fire barrier coating. Non Asphaltic Fiberglass Based Underlayment. Non - Asphaltic Fiberglass -Based Underlayment. Non - Asphaltic Fiberglass-Based Underlayment. Elastomeric roofing membrane Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEES Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Cold Applied Asphalt Adhesive. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 5 of 19 Product Leak BusterTM Matrixm 303 Fibered Aluminum Roof Coating Leak BusterTM MatrixTM 304 Non Fibered Aluminum Roof Coating Dimensions 5 gallons 5 gallons APPROVED INSULATIONS: Product Name EnergyGuardTM RA, RN Composite A & N EnergyGuardTM Fiberboard EnergyGuardTM Permalite EnergyGuardTM GAFCANTTM EnergyGuardTM Permalite Recover Board EnergyGuardTM Tapered Edge Strip EnergyGuardTM Perlite EnergyGuardTM High Density Fiberboard EnergyGuardTM Composite EnergyGuard''MM Composite RA Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens Deck®, Dens Deck® Prime, Dens Deck® Dura GuardTM Structodek SecurockTM Test Product Specification Description ASTM D 2824 Fibered aluminum coating. ASTM D2824, Non- fibered aluminum pigmented, asphalt Type I roofcoating. Table 2 Product Description: Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite board Perlite insulation board High density wood fiberboard insulation. Polyisocyanurate /wood fiberboard composite Polyisocyanurate/wood fiberboard composite Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Wood fiber insulation board Fiber reinforced roof board Manufacturer (With Current NOA) BMCA ' GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA generic generic generic G -P Gypsum Corp Knight Celotex USG Corporation NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 6 of 19 APPROVED FASTENERS: Fastener Number 1. Product Name Dri11 -TecTM #12 Standard, #14 and #15 extra Heavy Duty Fastener , Heavy Duty Roofeng•Fastener 1 Drill-TecTM ASAP 3. Drill-TecTM #12 or #14 Standard screws with AccuTrac Plate 4. Drill -TecTM Galvalume Plates 5. Drill-TecTM Polypropylene Plates 6. Drill -TecTM AccuTrac Plate EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. BIT of S. Fl. TABLE 3 Product Description Insulation fastener and Base Play fastener for steel, wood & concrete decks. Pre - assembled Drill - TecTM Fasteners and metal and plastic plates. Base sheet fastening assembly. Round Galvalume stress plates. Round polypropylene stress plates. Square Galvalume® coated steel plate. Test Identifier J.I.2B8A4.AM J.I.3B9Q1:AM J.I. ODOA8.AM J.I.ODIA8.AM J.I.0Y9Q5.AM 3029832 GAF - 012 -02 -02 GAF - 020 -02 -01 02 -005 02-014 Dimensions Various Manufacturer (With Current NOA) GAF Materials Corp. Various GAF Materials Corp. Various GAF Materials Corp. 3" and 3 W GAF Materials Corp. 3" and 3 %" GAF Materials Corp. 3" Square GAF Materials Corp. Descrintian 4470 4470 4470 4470 -TAS 114 4470 - TAS 114 4470 TAS 114 Physical Properties ASTM D 4977 TAS 114 TAS 114 R ae 07.02.97 01.08.98 07.09.99 07.29.94 04.01.98 05.11.07 11.06.01 02.01.02 01.18.02 03.22.02 NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 7of 19 APPROVED ASSEMBLIES Deck Type 1I: Wood, Insulated • Deck Description: 19/32" or greater plywood or wood plank System Type A: Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. . Insulation Layer (Table 2) Insulation Fasteners Fastener • (When applicable: Steel plate only =S, plastic plate only (Table 3) Density /ft2 P) EnergyGuardTM, EnergyGuardTM Composite, EverGuard® ISO, EnergyGuardTM RA, EnergyGuardTM RA Composite Minimum 1" thick N /A' N/A EnergyGuardTM High Density Wood Fiber, EnergyGuardTM Recover Board, Wood Fiber, • Minimum Va" thick EnergyGuardTM Perlite Minimum %" thick Fiberglas (Min. 15/16" thick) N/A N/A N/A N/A N/A • N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20 -40 lbs/100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS® STRATAVENT® EliminatorTM Perforated laid dry or a layer of EnergyGuardTM Perlite or wood fiber overlay board on all isocyanurate applications. • Fire Barrier: FireOutTM Fire Barrier Coating, Versa,Shield ®Non - Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTm. • Anchor sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® Eliminatory! Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID Heat- WeIdTM Smooth or RUBEROID® Heat- WeidTM 25 base sheet mechanically fastened as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Anchor 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 -4S psf, See General Limitation #7} NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 8 of 19 Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Flex P1yTM 6, GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a . fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the . field. (Maximum Design Pressure S2.5 psf, See General Limitation #7) GAFGLAS® #80ULTIMATM, RUBEROID® 20, RUBEROID® Mop Smooth, base sheet attached to deck with approved I'4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Anchor 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 #7J Any of above Anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tecrm 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) GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Drill -Tec= steel plate or Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Base Sheet: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS® #80 ULTIMA= Base Sheet, GAFGLAS ® STRATAVENTe Eliminator= Perforated, RU BEROID® Modified Base Sheet, RUBEROID® Mop Smooth, RUBEROID® 20 RUBEROID® Heat- WeIdrm Smooth or RUBEROID® Heat- We1dTM directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20- 40lbs.sq; (see General Limitation #4). Ply Sheet: One or more plies GAFGLAS® PLY 4, GAFGLAS® Flex Ply= 6 sheet, #80 Ultima, RUBEROID® Mop Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbssq. NOA No.: 07-1219.09 Expiration Date: 11/04/13 . Approval Date: 03/20/08 Page 9 of 19 Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS®EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 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 lbs. /sq. and 300 Ibs./sq. respectively in a flood coat of approved asphalt at 60 lbsJsq. or applied in a flood coat of Leak Buster"' Matrix"' 103 Cold Process Adhesive applied at a rate of 3 galfsq. 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 lbsJsq. 3. Leak BusterTM Matrix"' 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. 4. Leak Buster"' Matrix"! 715 , Leak Buster"' Matrix"' 322, TOPCOAT® MB +, TOPCOAT° Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal. /sq. 5. Leak BusterTM Matrix"' 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 galfsq.. 6. TOPCOAT° Surface Seal, TOPCOAT® Fireshield SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 galfsq 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.: 07- 1219.09 Expiration Date: 11!04/13 Approval Date: 03/20/08 Page 10 of 19 ' Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type B: Optional base sheet laid dry; base layer of insulation mechanically fastened, optional top layer adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation for Base Layer (Table 2) Insulation Fasteners Fastener When applicable: Steel plate only =S, plastic plate only =P (Table 3) Density/ft2 EnergyGuardTM, EnergyGuardTM RA Minimum 1.3" thick 1, 2, or 3 1:3 ft2 EnergyGuard"1 RN Minimum 1.4" thick 1, 2, or 3 1:3 112 EnergyGuardTM Composite, EnergyGuardTM RA Composite Minimum 1.5 thick 3 1:3 ft2 EnergyGuarerM Perlite Minimum 3/4" thick 1 S(3.5 "), or 3 1:2 ft2 EnergyGuardrM Fiberboard, EnergyGuardTM High Density Fiberboard Minimum 1" thick 1, 2, or 3 1:4 ft2 Note: Base layer shall be mechanically attached with fasteners and density described. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density (See Roofing Application Standard RAS 117 for fastening details). GAF requires either a ply of GAFGLAS STRATAVENT® liminatorTM perforated laid dry or a layer of EnergyGuardTM or wood fiber overlay board on all isocyanurate applications. Insulation for Top Layer (Table 2) Insulation Fasteners Fastener When applicable: Steel plate only =S, plastic plate only =P (Table 3) Density/ft2 Any of the insulations listed for Base Layer, above. N/A N/A EnergyGuardTM High Density Wood Fiber, EnergyGuardTM High Density Wood Fiberboard, EnergyGuardrM Recover Board Minimum W' thick N/A N/A Note: Optional top layer of insulation shall be adhered with approved asphalt within the EVT range and at a rate of 20-40 lbsI100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down. Fire Barrier: (optional) FireOutml Fire Barrier Coating, VersaShield®Non - Asphaltic Fiberglass -Based Underlayment or SecurockTM. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 11 of 19 Base Sheet: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS® #80 ULTIMAT' Base Sheet, GAFGLAS® PLY 4, GAFGLAS® Flex P1yT°' 6, GAFGLAS® STRATAVENT® Eliminator Perforated(laid dry), RUBEROID® Modified Base Sheet, RUBEROID® Mop Smooth or RUBEROID 20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq; (see General Limitation #4). Ply Sheet: Two or more plies of GAFGLAS® PLY 4, GAFGLAS® FIexPIyTM 6 ply sheet, #80 Ultima, RUBEROID® Mop Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. (See specification number for appropriate number of plies). Cap Sheet (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS ®EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full . mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (See GAF application instructions for approved method of installation). 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 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. or applied in a flood coat of Leak BusterTM 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 BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 galisq. 4. Leak BusterTM MatrixTM 715 , Leak•Busterm MatrixTM 322, TOPCOAT' MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 galisq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal./sq. 6. TOPCOAT® Surface Seal, TOPCOATS' Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 gallsq 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: -45 psf; (See General Limitation #7) NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 12 of 19 Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type C: One or more layers of insulation simultaneously attached; Base layer optional. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation for Base Layer (Table 2) Insulation Fasteners Fastener (When applicable: Steel plate only =S, platic plate only =P) • (Table 3) Density /ft2 EnergyGuardTM RN, EnergyGuardTM, EnergyGuardTM RA Minimum 1.3" thick N/A N/A EnergyGuardTM Min. 1.4" thick N/A N/A EnergyGuardTM Composite, EnergyGuardTM RA Composite Minimum 1.5" thick N/A N/A EnergyGuardTM Perlite Minimum %" thick N/A N/A Wood Fiber, EnergyGu ardTM Fiberboard, EnergyGuardTM High Density Fiberboard Minimum 1" thick N/A N/A Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 • for insulation attachment GAF requires either a ply of GAFGLAS® STRATAVENT® EliminatorTM perforated laid dry or a layer of EnergyGuardTM Perlite or wood fiber overlay board on all isocyanurate applications. Insulation for Top Layer (Table 2) insulation Fasteners Fastener When applicable: Steel plate only =5, plastic plate only =P (Table 3) Density /ft2 EnergyGuard, EnergyGuard RA Minimum 1.3" thick 1, 2, or 3 1:3 ft2 1,2,or3 1:3ft2 EnergyGuardTM RN Minimum 1.4" thick EnergyGuardm Composite, EnergyGuardTM RA Composite 3 1:3 ft2 1S(3.5 "), or 3 1:2 ft2 1,2,or3 1:2.67ft2 Wood Fiber, EnergyGuardTM Fiberboard, EnergyGuardTM High Density Fiberboard 1:4 ft2 Minimum 1.5 thick EnergyGuardTM Perlite Minimum 3/4" thick Fiberglas Minimum 12/16" thick Minimum 1" thick 1, 2, or 3 NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 13 of 19 Note: Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Ap cation Standard RAS 117 for insulation attachment. GAF requires either a ply of GAFGLASSTRATAVENT® Eliminator' Perforated laid dry or a layer of EnergyGuardTM Perlite or wood fiber overlay board on all isocyanurate applications. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield ®Non - Asphaltic Fiberglass - Based (optional) Underlayment or SecurockTM. Base Sheet: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS® #80 ULTIMA" Base Sheet, GAFGLAS® PLY 4, GAFGLAS'F1exPly11'Q 6, GAFGLAS® STRATAVENT® EliminatoJM Perforated (laid dry), RUBEROID® Modified Base Sheet, RUBEROID® Mop Smooth or RUBEROID'' 20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq.. If base sheet is applied-directly to polyisocyanurate insulation only a spot or strip mopped application as detailed in this approval the use of an overlay board is approved; see General Limitation #4. Ply Sheet: Two or more plies of GAFGLAS® PLY 4, GAFGLAS® F1exP1y" 6 ply sheet, #80 ULTIMATM, , RUBEROID® Mop Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 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 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs. /sq. or applied in a flood coat of Leak BusterTM 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 BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. 4. Leak BusterTM Matriem 715 , Leak BusterTM 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 Roofmg Membrane, EnergyCote® roof coating applied at 1 to 1.5 galfsq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at lto 1.5 galfsq 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: -45 psf; (See General Limitation #7) NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 14 of 19 Deck Type 11: Deck Description: System Type D: Wood, Insulated 19/3: or greater plywood.or wood plank Insulation and Base sheet simultaneously All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer loosely laid with firmly butted joints. Insulation Fasteners Fastener (Table 3) Density /ft2 EnergyGuardTM, EnergyGuardTM RA, Minimum 1.3" thick N/A N/A EnergyGuardm High Density Fiberboard, EnergyGuardTM Fiberboard Minimum 1" thick Fire Barrier: (optional) Base Sheet N/A N/A FireOutTM Fire Barrier Coating, VersaShield®Non- Asphaltic Fiberglass -Based Underlayment or SecurockTM. Install one ply of GAFGLAS® #75, GAFGLAS® #80 Ultima ULTIMATM Base Sheet, GAFGLAS® STRATAVENT® Eliminatoind Nailable or RUBEROID® 20 base sheet applied over the loose laid insulation with 2" side laps mechanically fastened as described below; . Fastening Options: Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Drill-Teem steel plate or Drill -TecTM AccuTrac Plates are installed through the base sheet and insulation in 3 rows 12" o.c. 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) Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Drill- TecT°" steel plate or Drill -TecTM AccuTrac Plates are installed through the base sheet and insulation in 4 rows 8" o.c. One row is in the 2" side lap. The other 3 rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf,, See General Limitation #7J GAFGLAS® #80ULTIMATM, RUBEROID®20, RUBEROID ®Mop Smooth, base sheet attached to deck with approved annular ring shank nails with a minimum embedment of 1" into the wood substrate and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf, See General Limitation #7j Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or Drill -Teem AccuTrac Plates in 4 rows 12" o.c. 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 #7J Ply Sheet: One or more plies GAFGLAS® PLY 4, GAFGLAS®, GAFGLAS® F1exPIyTM 6 sheet, #80 Ultima or RUBEROID® 20adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbssq. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 15 of 19 Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibs. /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 lbs./sq. and 300 Ibs.sq. respectively in a flood coat of approved asphalt at 60 Ibs.sq. or applied in a flood coat of Leak BusterTM Matrix"' 103 Cold Process Adhesive applied at 'a rate of 3 gal./sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbssq. 3. Leak Buster", Matrix"' 303 Premium Fibered Aluminum Roof Coating, at 1.5 galisq. 4. Leak Buster"' Matrix"' 715 , Leak BusterTM Matrix"' 322, TOPCOAT® MB +, TOPCOAT° Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. 5. Leak Busterm Matrix"' 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal./sq. 6. TOPCOAT® Surface Seal, TOPCOAT° Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 galisq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening Above 0,17„_+11.1_1.•.1421 q; it 1APPROVED 1 NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 16 of 19 Deck Type 1: SiVactlimintatMeila Deck Description: 19/32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier. FireOutTM Fire Barrier Coating, VersaShield ®Non - Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® Heat- We1dTM Smooth or RUBEROID® Heat We1dTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex 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 lap staggered and in two rows 12" 0.0. in the field. (Maximum Design Pressure —45 psf, See General Lbnitatlrn #7) GAFGLAS® Ply 4, GAFGLAS®Flex P1yTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill-TecTM #I2 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —4Spsf, See General Limitation #7) GAFGLAS® #80ULTIMATM, RUBEROID®20, RUBEROID®Mop Smooth, base sheet attached to deck with approved PA" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or Drill -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.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20108 Page 17 of 19 Surfacing: GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -Te=TM #I2 standard, #14 or # 15 Screws and 3" Drill-Teem steel plate or Drill -Teem AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. {Maximum Design Pressure —75 psf, See General Limitation #7} #80 ULTIMA, RUBEROID® MOP Smo oo or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. i orer7.r. ��t .�;~.,; r;ia ~(t zi I:iY: -�'.� 1!` 5�.y or � � � "' �•r �t:19 ..�1�gC��#- 1✓QlJ �dlPir��ti�l� i� a iii sJ zrwt tji,[MR •�.aW' a i. rate (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. or applied in a flood coat of Leak BusterTM 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 BusterTM Matrixm 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. 4. Leak Busterm MatrixTM 715 , Leak BusterTM MatrixT' 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 galJsq. 5. Leak BusterTM Matrixm 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal /sq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at lto 1.5 galisq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening Above NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 18 of 19 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex P1yTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'A" Dens DeckTM or ' /a" 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- 401bs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. 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 sidelap 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 12lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 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 milers, metal profile, and/or flashing termination designs shall conform with 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.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 MIAM �DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MonierLifetile, LLC 200 Story Road Lake Wales, FL 33853 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA# 07- 0228.03 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07- 0711.03 Expiration Date: 04/26112 Approval Date: 09 /07/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub-Category: Material: Roofing Flat Profile Roofing Tiles Concrete SCOPE: This new NOA approves a system using MonierLifetile Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured MonierLifetile LLC and described 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 the installation section herein. The attachment calculations shall be done as a moment based system. PRODUCT DESCRIPTION Manufactured by Aimlicant MonierLifetile LLC Saxony 900 Trim Pieces Dimensions I =17" w = 13" 1- 5/32" thick Slate 1- 9/32" thick Shake & Split Shake 1= varies w = varies varying thickness SUBMITTED EVIDENCE: Test Agency, 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. Test Specifications TAS 112 TAS 112 Test Identifier 7161 -03 Appendix lII 94 -084 94 -060A 25- 7183 -6 25- 7183 -5 Product Description Flat profile, interlocking, high- pressure extruded concrete roof file equipped with two nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Date Static Uplift Testing Dec. 1991 PA 102 & PA 102(A) Static Uplift Testing May 1994 PA 101 (Mortar Set) Static Uplift Testing March, 1994 PA 101 (Adhesive Set) Static Uplift Testing Feb. 1995 PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing Feb. 1995 PA 102 (2 Quik-Drive Screws, Battens) NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 2 of 7 Test Aeenev The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineers Test Identifier, 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 R1.894 R2.894 R3.894 520109 -1 520111-4 520191 -1 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Evaluation Calculations 130 Test Name/Re ort Static Uplift Testing PA 102 (1 Quik-Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik-Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail-On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Static Uplift Testing PA 101 25 -7094 25-7496 25-7584 25- 7804b -8 25- 7804 -4 & 5 25-7848-6 25-7183 Aerodynamic Multipliers Two Patty Adhesive Set System Restoring Moments Due to Gravity TAS 112 Date March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 1994 Dec. 1998 March 1999 February 1996 April 1996 December 1996 March 1995 January 2007 April 1999 February 2007 January 2007 NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 3 of 7 MUTATIONS: 1. Fire classification is not part of this acceptance. 2. For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 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. 4. Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 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. 6. This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. INSTALLATION: 1. MonierLifetile Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 2. Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight W (Ibf) Length -I (ft) Width -w (ft) MonierLifetile Saxony 900 Slate, Shake & Split Shake 11.5 1.417 1.08 Table 3: Restoring Moments due to Gravity - M1 Table 2: Aerodynamic Multipliers - X ft) 2 ":12" The 4 ":12" X (ft3) X (ft3) 7 ":12" or greater Profile Battens Batten Application Direct Deck tion MonierLifetile Saxony 900 Direct Deck 0.289 Direct Deck Battens Slate, Shake & Split Shake Battens Direct Deck 7.16 8.12 Table 3: Restoring Moments due to Gravity - M1 (ft-Ibf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Saxony 900 Slate, Shake & Spill Shake Battens Direct Deck Battens Direct f Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.16 8.12 7.08 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 NOA No.: 07-0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Naii -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900 Slate, Shake & Split Shake 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 30.8 182 2 . #8 Screws 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 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monied ifetile Saxony 900 Slate, Shake & Split Shake Adhesive 31.3` 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. Polyfoam Produ Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierL fetile Saxony 900 Slate, Shake & Split Shake Polyfoam PolyProTM 43.9b Polyfoam PolyProTM 40.4° 3 Large paddy placement of 45 grams of PolyProTm. 4 Medium paddy placement of 24 grams of PolyProTM. Table 5B: Attachment Resistance Expressed as a Moment - M,(ft Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance MonierLifetiie Saxony 900 Slate, Shake & Split Shake Mortar Set' 43.9b 5. Tile-Tite Roof Tile Mortar NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 5 of 7 LABELING: All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". MONIERLIFETILE LLC, SAXONY 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING WATERLOCK MONiERLIFETILE SAXONY 900 CONCRETE RooF TILE (SLATE MODEL) NOA No.: 07-0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 6 of 7 PROFILE DRAWING MONIERLIFETILE SAXONY 900 CONCRETE RooF TILE (SPLIT SHAKE MODEL) MoNIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SHAKE MODEL) END OF THIS ACCEPTANCE NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 7 of 7 MIAMI. COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.eov/huildins! 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 otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 06- 0201.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigers. 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 file adhesive Materials: Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: product Dimensions T wd Specifications Polypro® AH 160 N/A TAS 101 Foampro® RTF1000 N/A ProPack® 30 & 100 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 A11160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs.Ft' 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change ®158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Renort Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11-93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01 -6743 -011 ASTM E 108 11/16/94 01- 6739 -062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 • 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of 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 P— MS NOA No.: 11-0124.04 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 Roofmg 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 RTFI000 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® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro +? AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. 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 heaweto achieveITto23 Optional 2r4sfor square Inc ht�hd with thepen Ile steep PlichappTcaR I) Tam coves u down. Pleee doles 112In. To to. Front outside edge of=Vargle. Then Install the fit Nei through pleatic cement Underlayment 1 �APPROVEDI top pad tithe ease ease cow Oh Motto second course of end of pan film Wore pap end cover W ems gush et ease Ilse. Ewe douse Waspish Feada (miter shown) Optional Ffto Mortar on tospftd 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 NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastIc cement Underlayment Unite paddy under tile Single paddy between tile 2 In. x? In. WI= she pad* ease course only t•etin. 3 In. 4 in. Single paddyon under. layrnent Slagle paddy ontopoftUe Erie Cowse Fascla Weephole Eave closure Drip edge END OF THIS ACCEPTANCE NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 1 of 7