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RF-11-1766Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 170257 Permit Number: RF -9 -11 -1766 Scheduled Inspection Date: February 24, 2012 Inspector: Bruhn, Norman Owner: PORTER, PATRICIA Job Address: 10298 N MIAMI Avenue Miami Shores, FL 33150- Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number (305)934 -5453 Parcel Number 1131010210010 Phone: (305)953 -3333 Building Department Comments REROOF TO A NEW COLOR THRU TILE ROOF AND FLAT MINERAL CAP SHEET 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- 169615. CREATED AS REINSPECTION FOR INSP- 169531. CREATED AS REINSPECTION FOR INSP- 164859. I met with the home owner to discuss issues with the work that was completed. The owner claims that the contractor replaced joist and deck in the back building and repaired beams and added a ceiling of board sheathing with insulation to the front house. I informed her that permits will be required for this work and that code enforcement would be posting a courtesy notice for compliance. NB February 23, 2012 For Inspections please call: (305)762 -4949 Page 9 of 12 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 102 $ h10 14.A, 1 i1►.A.t t ..i MIA. t% .4l i-1. Roofing Contractor: t L Ty PVI i44 a (5 tl-t- Permit Number: R.--6),-11. ° LI' Type of Tile: ktesact0. — t'oAc N.A. '567 Approximate Roof Height: t 1 feet Slope: 3 : 12 Approximate Square Footage: '¥ eo Type of Access to Roof': Ladder OtherRequired Testing Force: 35 lbs. Testing Equipment: F.G.E. 100x Shimpo Instrument Date Installed: 1 t ` 13 • is Date of Inspection: 12-1(0. 1{t 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 r : 21 A. 41 61 81 2 ■ 22 42 62 82 3 23 43 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74 94 15 35 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 79 99 20 40 60 80 100 4 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 Field Corners Hips & Ridges RESPECTFULLY SUBMITTED BY: Iii 1 -FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB, LLC Miami- Dade Lab Certification # 07 -0612.11 Job Address: 1® 2. (i d t1/4.1% A 1� ® . N..i. r-t tcc�c�. Contractor C3I-AAN VI 4 E 11 Other. 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I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S A}i IDAVIT: 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 EVIPROVEMENTS 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 nottbe approved and a reinspectioJee will be charged. Signature � `� d/ Owner or Agent The foregoing instrument was acknowledged before `me this day of fl, ,20t.2,by P �tc, POt4CC who is per son known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: NOTARY PUBLIC -STATE OF FLORIDA "" Marylou Hernandez Commission #DD930046 J Expires: OCT. 10, 2013 BONDED THRII ATLANTIC BONDING CO., INC. BONDED THRII ATLANTIC BONDING CO; INC. ************************** oY, k**, Y9e, YalnY*, Y***4r*Ar ,kdr*** **kakok***,Ydn **** *nk, knhAr*R oY**4Y**** nY4r**9csY*, tat*9Y*roY9e**** **aB #9e*d*** Signature Contractor The foregoing instrument was acknowledged before me this &3 day of '.T ,. , 20 - , by e,,(10_5, At o t. +. who is personalknown to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: NOTARY PUBLIC•STATE OF FLORIDA My Commission Expires: ,,, »,r,, Marylou Hernandez Commission #DD930046 '•,,,; ,;,�" Expires: OCT. 113 2013 APPROVED BY AL74 .._ Plans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) ROOF ASSEMBUES AND ROOFTOP STRUCTURES Master Permit No. Contractor's Nam Job Address 1i02 X3 Lo 0 Asp Shin 0 New Roof Florida Building Code Edition 2007 High-Velocity Hurricane Zone Uniform Permit Application Form. 11, 77 7: 7 1 ,57.\!_,',7 \..4‘it', BY: ---------- - \ %.* / SIN , Ilt ......) Process o. (g:V.. I) A 111 P 4.1). eQuality Roofing Contractor, Inc. 98 N. Miami, Avenue ROOF CATEGORY Slope 0 Mechanically Fastened Tile 0 Mortar/Adhesive 'attic 0 Metal Panel/Shingles 0 Wood ShIngles/S gles % 0 Prescriptive BUR-RAS 150 ROOF TYPE 0 Reroofing XX Recovering 0 Repair 0 MaJnt4ce • ROOF SYSTEM • INFORMATION et ak. 54 ri. iami hors Villac BY :P,IPI.IADICE WI ft-i Al riL.LES AND RE APPROVED H. a. in 0 0 z 2 0 N BLDG DEPT SUBJECT 10 CC STATE AND CLL. Low Slope Roof Area (SF) 200 s f §teep Sloped Roof Area (SF) Total (SF) 200sqft. Section R (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. FLORIDA BUILDING CODE— BUILDING �02� Zo /Z Tr) GJk •-mad pia �i Gi/rn< m ins- ii'°e,; la? dkilo- J / 5 iroyty, cam„ .„4,/x der*e7-7°. 62- 71- a-Le Iwo ,o-Nr't4`b .A-Li-6- - 21. `144:44W —bow 414f3-1-6,4 Yea_ .,/ted-te-e_ 4/fry- JAN 23 L.2 11'11 ,a. ,r/L- 4:2rIze.;Ai LA,;7_,,,04/1„,, 5/.04,7 `47•i1n M Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC20 Permit Type: BUILDING ( OOFIN___ Owner's Name (Fee Simple Titleholder) Patricia Porter Permit No. Master Permit No. Phone # ( 305) 934 -5453 Owner's Address 1 0 2 9 8 N. Miami Avenue City Miami Shores State F1 Zip 33150 Tenant/Lessee Name Phone # Email Job Address (where the Work is being done) 1 0298 N. Miami Avenue City Miami Shores Village County Miami -Dade Zip 3 31 5 0 FOLIO / PARCEL # 11-3101-021-0010 Is Building Historically Designated YES NO X Flood Zone Contractor's Company Name Quality Roofing Contractor, Phone# ( 305) 953 -3333 Contractor's Address 1'3800 N.W. ' 1st Avenue City Miami State F1 Zip 33168 Qualifier Name Carlos Arocho Phone# (786) 367 -2029 State Certificate or Registration No. RC 0 0 5 8 6 2 7 Certificate of Competency No. 0 0 0 01 7 8 8 9 Contact Phone (305) 953 -3333 E -mil qualityroofing88 @yahoo.com Architect/Engineer's Name (if applicable) Phone # Value of Work For this permit $ 1 0 , 0 0 0.0 0 Square / Linear Footage Of Work: 7 0 0 s of t Tile 300sqft. Flat Type of Work: DAddition DAlteration ❑New ® Repair/Replace ❑ Demolition Describe Work: Reroof to a new colorthru tile roof anf Flat mineral cap sheet roof. * ***** *** * ** r** * * * ** * * * ** *** ** * ** * *** ** Fees************* * ** ** ***** **** ** ** ** * * * ** ** * *** OS-$045`) Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S A1414IDAVIT: 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 /194_, Owner or Agent The foregoing instrument was acknowledged before me this 02./ day of See . , 20 LL, by PA-%/. c,4 c L, Ark' who is persons known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: NOTARY PUBLIC STATE OF FLORIDA My Commission Expires Marylou Hernandez ; Commission #DD930046 Expires: OCT. 10, 2013 BONDED THRU ATLANTIC BONDING CO., INC. Contractor The foregoing instrument was acknowledged before me this .l / day of ,ei„ ti ,20[( ,by ea„ fob , who is person known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Ex '''''''''' Marylou Hernandez Commission #DD930046 Expires: OCT. 10, 2013 B®iVED TERU ATLANTIC BOND, G CO, INC. ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY Plans Examiner (Revised 07 /10 /07)(Revised 06/10/2009) Engineer Zoning Clerk checked NO'ICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JIB SITE AT TIME OF FIRST INSPECTION PERMIT NO. � P� TAX FOLIO NO. 11-3101-021 -001 0 STATE OF FLORIDA: COUNTY OF MIAMI -DAbE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following infomtation is provided in this Noticed of Commencement. 111111111111111111111111111111111111111111111 CFN 2011R0678561 OR Pk 27853 Ps 3771 °r t1130 RECORDED 10/11/2011 11 :02 :04 HARVEY RUVIWv CLERK OF COURT ilIAMI -GAGE C:OUNTYr FLORIDA LAST PAGE 1. Legal description of property and street/address: 1 0298 N. Miami Avenue Miami Shores, F1 33150 2. Description of imprpvement: Reroof to a new Tile and Flat MIneral Cap sheet roof . 3.Owner(s) name and address: Patricia Porter 10298 N. Miami Ave Miami Shores, F1 33150 Interest in property Owner Name and address of fee simple titleholder: N/A 4. Contractor's name and address- Quality Roofing Contractor, Inc . 13800 N.W. 1st Avenue Miami, Fl 33168 5. Surety: (Payment bond required by owner from contractor, if any) Name and address- N/A Amount of bond $ 00 6. Lender's name and address: N /A- 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: N/A N ILI 13 O P- �` V Q 0 a g o O RI .m 1 f, .o Lo. m Section 71313(1xb� Florida Statutes 9. Expiration date of this Notice of Comrnencement: (the expiration date is 1 year from the date of recording unless a ou- )..(-) Al.i'c' diff specified) z tit . In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided v v V in - , m .V �'] Name and address: N/A a `" nature of O ner Print Owner's Name 111 � t /I Sworn to and subscribed before me this Z Notary Public Print Notary's Name My commission expires: 123.01.52 PAGE 4 8/02 Prepared by Marylou Hernandez ,2d i. Quality Roofing Contractor, Address:1 3800 N.W. 1st Avenue Miami, Fl 33168 (305) 951 -333 NOTARY PLISLIC -STA r , F FLORIDA "' ",,, Maryl ernandaz Commission # DD930046 Expires: OCT. 10, 2013 BONDED THRU ATLA.\71C BONDLtiG CO., INC. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: Patricia Porter Date: 9/21 /11 Property Address: 10298 N. 'Miami Avenue Miami Shores, Fl 33150 Roofing Permit Number: Dear Building Official: I Patricia Porter certify that I am not required to retrofit the roof to wall connections of my building because: xi The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he /she is the owner for the above property mentioned. Swom to and subscribed before me this 2-1 day o Setriem NOTARY PUBLIC-STATE OF FLORIDA ,Marylou Hernandez ''" Commission # DD930046 ,,, Expires: OCT. 10, 2013 BONDED THRU ATLANTIC BO .DING CO., INC. • When the just valuation of the structure for purpose of ad valorem taxation 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 Mitigation. Notary Public, Sate of Florida at Large Revised on 5/21/2009 Property Information Map My Home Miami -Dade County, Florida Page 1 of 1 Property Information Map Aerial Photography - 2009 0 This map was created on 9/20/2011 2:40:35 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. Close 14 ft Summary Details: Folio No.: 11- 3101 - 021 -0010 Property: 10298 N MIAMI AVE Mailing PATRICIA PORTER Address: 1 Living Units: 10298 NORTH MIAM AVE Adj Sq Footage: MIAMI SHORES FL Lot Size: 33150 -1252 Property Information: Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 2/1 Floors: 1 Living Units: 1 Adj Sq Footage: 1,067 Lot Size: 8,144.64 SQ FT Year Built: 1934 Legal Description: HAMILTON TER A SUBDIV PB 15 -75 LOT 1 BLK 1 LOT SIZE 56.560 X 144 OR 13330 -4533 0587 1 COC 22786 -2050 10 2004 1 OR 22621- 1075 0908 00 Assessment Information: Year: 2011 2010 Land Value: $58,977 $58,977 Building Value: $65,372 $65,412 Market Value: $124,349 $124,389 Assessed Value: $124,349 $124,389 Exemption Information: Year: 2011 2010 Homestead: $25,000 $25,000 2nd Homestead: YES YES Taxable Value Information: Year: 2011 2010 Taxing Authority: Applied Exemption / Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/ $74,349 $50,000/ $74,389 County: $50,000/ $74,349 $50,000/ $74,389 City: $50,000/ $74,349 $50,000/ $74,389 School Board: $25,000/ $99,349 $25,000/ $99,389 Sale Information: Sale Date: 9/2008 Sale Amount: $220,000 Sale O /R: 22621 -1075 Sales Qualification Description: Sales which are qualified View Additional Sales http: / /gisims2 miamidade.gov /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade.go... 9/20/2011 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form. Master Permit No. Contractor's Name Section 4 (General information) Process No. )' Quality Roofing Contractor, Inc. 1 Job Address 10298 N. Miami Avenue SEP 2 '7 2UV LI ❑ Mechanically Fastened Tile CK Mortar /Adhesiv ❑ Metal Panel/Shingles ❑ Wood Shingles/ ❑ Prescriptive BUR -RAS 160 ROOF TYPE ElReroofing ❑ Recovering ❑ Repair ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) 3 0 0 sqf tSteep Sloped Roof Area (SFj10 0 sqf t . � p ❑ Mai enanc c. STATE AND CU Ui Total (SF) 1000sgft. .Section R (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. 16 T r T t� --4 -r. -L. • FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES F }ridgy =- case @ding C_.;,. a Editor 2®O7 High Velocity Hurricane Zone Uniform Permit Application Form. Sects <. >I'a C (Low Slope % "police ,•n) Fill in specific roof assembly components and identify manufacturer (if a component is not cased, dent as " System Manufacturer: GAF Material Corp. Product Approval No.: 07-1219.09 Design Wind Pressures, From -,S 1-283 or Calculations: Pmaxl: –49.2 Pmax2 -82.6 Pmax3: –124.3 Max. Design Pressure, from the'speci€ic Pr • •!uct pproval system: –52-9 Deck: Type: wood Gauge/Thickness: 1 X 6 Slope: .5 Anchor /Base Sheet & No. of Ply(s): (1) #75 base Anchor /Base Sheet Fastener /= `onding !Material: 1 1/4" R/S nails Insulation ! =ase Layer: N/A Base insulation Size and Thickness: N/A Base Insulation Fastener /Bonding Material: N/A Top Insulation Layer: (1) Energyguard Top insulation Size and Thickness: 1/2" Top insulation Fastener /Bonding . "- aerial: Type 111 mopping asph�tt Base Sheet(s) & No. of Ply(s): N/A Base Sheet Fastener/Bonding terial: N/A Ply Sheet(s) & No. of Ply(s): 2 Gafglas Ply 4 Phi r Sheet Fastener / - . nding Material: pe Ill mopping asphalt Top Ply: (1) Gafglass Mineral Surfaced Top Ply Fastener/Bonding Material: Type 111 mnaping asphalt FLORIDA BUILDING CODE — BUILDING Surfacing: N/A Fastener Spacing for Anchor/Base Sheet Attachment: Field: 9 " oc @Lap, # Rows 2 @_2__" oc Perimeter: 6 " oc @ Lap, # Rows 4 @ 6 " oc Corner: 6 " oc @ Lap, # Rows 4 ber of Fasteners Per Insulation Board: Field N/A oc Perimeter N/A Corner N/A illustrate Components Noted and Details as pplicabie: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit 7 Cap Parapet Hpicih........I Mean Roof Height 1 • 12 ROOF ASSEMBUES AND ROOFTOP STRUCTURES, Florida Building Code Edition 2007 High-Velocity Hurricane Zone Uniform Permit Application Form. SectionD4SteexSIopeculacksystem). Roof System Manufacturer: Hanson Roof Tile Notice of Acceptance Number: 10-0706.07 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): 131 -45.1 P2: -78.6 P3: -116.2 Maximum Design Pressure (From the Product Approval Specific System): 86_61 Roof Slope: 3 : 12 Ridge Ventilation? Deck-Type: I- wood 1 X 6 Type Underlayment: I (1) 301b. ASTM D-226 N/A \ Insulation: N/A \s, Fire Barrier: N/A \‘„ Fastener Type & Spacing: 1 1/4" R/S nails 9 y.nTasi \ Adhesive Type: I self adhering Type Cap Sheet: Polystick TU Plus Mean Roof Height: 13 \ Roof Covering: [Hacienda Double Roll] \ Type & Size Drip i 3 X 3 26ga. I h Edge: galvanized .1 FLORIDA BUILDING CODE — BUILDING laps " o/c fi ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Unifomt Permit Application Form. Section F (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the mo£ then the tile attachment method is srr•ptablc. Method 1 "Moment Based Tile Calculations Per RAS 127" (pc-45.1 x ?..289 =13..03)-Mg: 6.80 = Mr16.23 (P2: 78.6 x A, .289 =.72)-Mg: 6.80 ,m,215.92 (Pg-116.2 x .289 = 33.58) _ Mg: 6.80 = Mr326.78 Product Approval Mf 86.61 Product Approval Mf 86.61 Product Approval Mf 86.61 Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) Froin Table Below Product Approval M Mr required Moment Resistance* Mean Roof Height - Roof Slope 15' 20' 26' 30' 40' 2:12 34.4 36.6 38.2 39.7 42 2 3:12 32.2 344 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 6 :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 26.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based The Calculations Per RAS 127" (P1: x L (P2: (Pa: xL x w: = - W: xw: =_) -W: x w: = - W: x cos 6 = Fr1 x cos 0 = F� x cos 8 = F,z Product Approval F' Product Approval F' 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 , Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance M„ Calculated Minimum Attachment Resistance F" Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must he submitted to the building official at the time of permit application. FLORIDA BUILDING CODE - BUILDING SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of pro iding that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. ice. /r Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be ren 11-.'din accordance with the current provisions of Section R4403. (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 un`s (i 1, townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing to be performed. 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be i wed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. IAN6 Ponding water: The current roof system and /or deck of the building may not drain well and may c.'user aterto pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. ii / Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not o -rt ded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. 1'., Ventilation: Most roof structures should have some ability to vent natural airflow through the in;r- ' s r of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the ro er /Agent's Signature D e A.1( l Revised on 7/9/2009 LD Contractor Signature Date COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DMSION NOTICE OF ACCEPTANCE (NOA) Hanson Roof Tile 1340 SW 34th Ave Deerfield Beach, FL 33442 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Hanson Hacienda Double Roll Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: 'Miami-Dade County Product Control Approved ", unless otherwise noted herein RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA No. 09- 0928.03 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. rAPPROVEDI NOA No.: 10-0706.07 Expiration Date: 12/16/12 Approval Date: 09 /15/10 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tile Concrete 1. SCOPE This approves a roofing system using Hanson Hacienda Roof Tile, as manufactured by Hanson Roof Tile in Hobe Sound; Florida and as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Hanson "Hacienda" Trim Pieces Dimensions Length: 171/4" Width: 13" %2" thick Length: varies Width: varies Varying thickness 2.1 EVIDENCE SUBMITTED Test Agency Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. Test Specifications TAS 112 TAS 112 Test Identifier 7161 -03 7161 -03 7161 -03 P0402 P0631 -01 Letter Dated Aug. 1, 1994 224 -47099 94-060B 94-084 25- 7094 -1 25- 7094 -7 25- 7094 -4 Product Description Low profile, interlocking, extruded concrete roof tile equipped with two nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report PA 102 PA 102(A) PA 108 Withdrawal Resistance Testing of screw vs. smooth shank nails PA 108 PA 108 PA 112 PA 101 PA 101 PA 102 PA 102 PA 102 Date Dec. 1991 Dec. 1991 Dec. 1991 Sept. 1993 July 1994 Aug. 1994 Sept. 1994 March, 1994 May 1994 Oct. 1994 Oct. 1994 Oct. 1994 NOA No.: 10-0706.07 Expiration Date: 12/16/12 Approval Date: 09 /15/10 Page 2 of 6 Test Agency Test Identifier Test Name/Report Date Project No. 307025 PA 100 Oct. 1994 Test #MDC -76 25- 7183 -1 PA 102 Feb. 1995 25- 7183 -2 PA 102 Feb. 1995 25- 7214 -2 PA 102 March, 1995 25- 7214 -6 PA 102 March, 1995 Celotex Corporation Testing Services 528454 -2 -1 520109 -2 PA 101 Sep. 1998 Dec. 1998 Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 IBA Consultants, Inc. 2381 -249 3. LIMITATIONS TAS 112 09/20/07 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set file applications, a static field uplift test in accordance with TAS 106 may be required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson `Hacienda' Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, 119, & 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Hanson Hacienda 10.0 1.4375 1.08 NOA No.: 10- 0706.07 Expiration Date: 12/16/12 Approval Date: 09/15/10 Page 3 of 6 Hacienda Tile Tile Profile Table 2: Aerodynamic Multi iH' A (ft3) u ers - A (ft3)) Batten Application 0.267 Tile Profile Hanson Hacienda Tile A (ft3) Direct Deck Application 0.289 Table 3: Restoring Moments due to Gravity - Me (ft -Ibf) 3": 12" 4": 12" 5": 12" Battens 1 Direct Deck 5.92 6.80 5 ": 12" Battens 5.82 Direct Deck Battens Direct Deck Battens 6.69 5.70 6.55 5.56 Direct Deck 6.39 7 ": 12" or greater Battens 5.41 Direct Deck 6.22 Tile Profile Hanson Hacienda Tile Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) For Nail -On Systems Fastener Type 2 -10d Ring Shank Nails Direct Deck (Min 15/32" plywood) Direct Deck (Min. 19/32" plywood) Battens 1 -10d Smooth or Screw Shank Nail 2 -10d Smooth or Screw Shank Nails • 1 #8 Screw 2#8 Screw 27.8 37.4 28.8 8.8 11.8 4.1 16.4 21.9 7.1 25.8 25.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 1 -10d Smooth or Screw Shank Nail (Eave Clip) 47.1 47.1 24.3 24.3 22.9 49.1 24.2 2 -10d Smooth or Screw Shank Nails (Field Clip) 2 -10d Smooth or Screw Shank Nails (Eave Clip) 19.0 19.0 22.1 35.5 35.5 34.8 31.9 31.9 32.2 2 -10d Ring Shank 43.0 67.5 50.9 Nails' 1 Installation with a 4" tile headlap and fasteners are located a min. of 21/2° from head of tile. NOA No.: 10- 0706.07 Expiration Date: 12/16/12 Approval Date: 09/15/10 Page 4 of 6 Table 5: Attachment Resistance Expressed as a Moment Mt (ft -Ibf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Hacienda Tile Adhesive 86.614 26.1' 2 See manufactures component approval for installation requirements. 4 Large paddy placement of 54grams of PolyProTM. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) For Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Hacienda Tile Polyfoam PolyProTM 86.614 Polyfoam PolyProTM 45.55 4 Large paddy placement of 54grams of PolyProTM. 5 Medium paddy placement of 24grams of PolyProN. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) For Mortar Set Systems Tile Profile Tile Application Attachment Resistance Hanson Hacienda Tile Mortar Set' 20.60 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". Hanson HANSON HACIENDA ROOF TILE TILE IDENTIFICATION MARK (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following. 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 10-0706.07 Expiration Date: 12/16/12 Approval Date: 09/15/10 Page 5 of 6 FASTENER HOLES PROFILE DRAWINGS OVERLOCK UNDERLOCK 4..!i1y17.E- 1d4.∎,* ':n7 APPROVED! HANSON HACIENDA CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 10- 0706.07 Expiration Date: 12/16/12 Approval Date: 09/15/10 Page 6 of 6 MIAMI. BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.Eov/buildine/ Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami- Dade - County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. 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 j ob site at the request of the Building Official. This renews and revises NOA # 09- 0806.07 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 1 of 8 ROOFING COMPONENT APPROVAL Category: Sub- Category: Material: Roofing Underlayment SBS , APP Self- Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product Polystick MTS underlayment Manufacturing Location #2 Polystick IR -Xe underlayment Manufacturing Location #1 & #2 Polystick TU underlayment Manufacturing Location #1 & #2 Polystick TU Plus underlayment (Facer of Membrane with surface printing) Manufacturing Location #1 & #2 Polystick TU P underlayment Manufacturing Location #2 Polystick Tile Pro Manufacturing Location #2 Dimensions Roll: 65'8" x 3'33/8" 60 mils thick Roll: 65' x 3'33/8" Or 65' x 3' 80 mils thick Roll: 32' 10" x 3'33/8" 100 mils thick Roll: 65' x 3'33/8" 80 mils thick Roll: 32' 10" x 3'33/8" 130 mils thick Roll: 61' x 3'33/8" 60 mils thick Test Product Specification, Description TAS 103 A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. TAS 103 and A fine granular /sand top surface self-adhering, ASTM D 1970 APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. TAS 103 and A heavy granuled surface self adhering, APP ASTM D 1970 polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in slopedroof assemblies. Designed as a a roof tile underlayment. TAS 103 and A non - wicking fabric surfaced, self-adhering, ASTM D 1970 APP polymer modified, fiberglass reinforced with a high strength polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 A rubberized asphalt waterproofing membrane, glass- fiber /polyester reinforced, with a granular surface designed for use as a tile roof underlayment. A rubberized asphalt self - adhering, glass - fiber /polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 2 of 8 PRODUCTS DESCRIPTION: Product Polystick Dual Pro Manufacturing Location #2 Dimensions Roll: 61' x 3'3-3/8" 60 mils thick MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED: Test Agency Exterior Research & Design, LLC Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. Test Specification ASTM D 1970 Test Identifier 11756.04.01 -1 11756.08.01 -1 02202.08.05 P5110.08.07 P10870.09.08-R1 P10870.04.09 P33360.06.10 P33370.03.11 P36900.09.11 PRI01111 PUSA- 005 -02-01 PUSA - 018 -02 -01 PUSA - 035 -02 -01 PUSA- 033 -02-01 PUSA - 055 -02-02 PUSA- 083 -02-01 PUSA - 089 -02-01 JX20H7A RX 14E8A DX23D8B DX23D8A Product Description A rubberized asphalt self - adhering, glass - fiber /polyester reinforced waterproofing membrane, specific for use as a high temperature underlayment. Designed as a metal roofing. Test Name/Report TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 ASTM D1970 TAS 103 TAS 103 /ASTM D4798 & G155 ASTM D 4977 ASTM D 4977 ASTM D 2523 TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 Date 04/27/01 08/14/01 08/29/05 08/29/07 12/04/08 04/13/09 07/01/10 03/02/11 09/01/11 04/08/02 01/31/02 07/14/03 09/29/06 01/12/06 12/10/07 06/30/08 07/06/09 04/01/08 11/09/09 02/18/10 02/18/10 NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick membranes self - adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3 -%z" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with-the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 4 of 8 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS, TU Plus, and Tile Pro may be used in asphaltic shingles, wood shakes and shingles, non- structural metal roofing, roof tile systems and quarry slate roof assemblies. IR -Xe, TU, and TU P may be used in all the previous assemblies listed except metal roofing. Dual Pro may be used in all the previous assemblies listed except roof tile systems. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exposure Limitations (days) Polystick MTS MTS IR Xe TU TU Plus TU P Tile Pro Dual Pro Winter Haven, FL. 180 180 180 180 180 180 180 Hazelton, PA. N/A 30 30 180 N/A N/A N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick TU and TU Plus may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR -Xe, and Tile Pro are limited to mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens roof tile applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Polystick IR-Xe Polystick TU, TU Plus, TU P, Tile Pro Flat Tile Prohibited without battens 5:12 No limitation Profiled Tile Prohibited without battens Prohibited No limitation The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for both loading and installation of tiles at all times. NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 5 of 8 GENERAL LJMLTATIONS: (CONTINUED) 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS, IR -Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR -Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR -Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval ° provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 6 of 8 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back - nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back - nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter - battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes of 7 "/12" or greater. It is suggested that on pitch/slopes in excess of 6'/4 "/12 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty-Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 894 -4563. NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 7 of 8 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofmg practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 8 of 8 MIAMa[aADE 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.gov /buildius/ 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 On 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® AI3160 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 Tigera. .•.E APPROVED NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® 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® All 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications Polypro AH 160 N/A TAS 101 Two component polyurethane foam adhesive Foampro® RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment t 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 A1-1160 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 PS1 Parallel to rise 12 PS1 Perpendicular to rise 28 PSI Paraiiel to rise 0.08 Lbs./Ft' 3.1 Perm / Inch +0.07% Volume Change �7a -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. M1AMIDADECOUNTY APPROVED NOA No.: 11- 0124.04 Expiration Date: 05/10112 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® A1-1160 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 F'— 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® AH 160 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 (t dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® 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 Polyproe 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. MIAMMDADE COUNTY APPROVED NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04114111 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Ease counts only: Keep Wiesen approx. 4In. up from weepholes MANMADE COUNTY APPROVED 1) Place enough adhesive toachieve 17 to 23 square inches In contact with the pan the 2) Turn covers upsidedown. Macs wive 112 In. To 1 kl. Fromoubide edge ofcoYertie. Than Install the tile. Undlerisayment Debra] Ws for steep pI1ch appleattms Nat through plastic cement toppmllon dine ease course cave We. Abut teamed course of pan tabs. Ensure eave end of pan and ewer tiles are flush at gave llne. Ease doom Weephote Peseta (molar shown) Optional on longihdinsl edges oftb NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through plastic cement Underlayment Paddy (Beneath Tile) 71 Eave Caerss MANMADE COUNTY APPROVED Fettle Pave Closure NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04 /14/11 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement Paddy (between tile) Paddy (under tile) 0 . Single paddy xx� under tile 3in. Single paddy on underr- layment on top of oof Nile size paddy save Fascia course only WADE CO APPROVED Nall through plastic cement Single paddy under file Underlayment Single paddy between tile 2 In. x 7 In medium cos seddy y e course only } In.x 3In. Single 4In. paddyon under- layment Single paddy on top of tile Course Fascia Weephois Eeve closure Drip edge Single paddy on underlayment END OF THIS ACCEPTANCE NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval. Date: 04/14/11 Page 7 of 7 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation. 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built-Up Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: " Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 03- 0501.05 and consists of paged 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 Cateeory: Sub - Category: Deck Tyne: Maximum Design Pressure Roofing BUR Wood -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Leak BusterTM MatrixTM 307 Premium Asphalt Primer GAF Mineral ShieldTM Granules Leak BusterTM MatrixTM 305 Fibered Asphalt Emulsion Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating LeakBusterTM MatrixTM 322 Elastomeric Roof Coating LeakBusterTM MatrixTM Select Asphalt Emulsion Fibered 306 Leak BusterTM MatrixTM 204 Wet/Dry Roof Cement RUBEROID® Modified Bitumen Flashing Cement LeakBusterTM MatrixTM 201 Premium SBS Flashing Cement GAFGLAS® #75 Dimensions 3, 5, 55 gallons 60 & 100 lb. bags 5 gallons Test Snecification ASTM D41 ASTM D 1863 ASTM 1227 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral ShieldTM Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 55 gallons 55 gallons 1, 5 gallons 5 gallons 5 gallons 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 ASTM D 4586 Asphalt flashing Cement 39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat wide base sheet. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 2 of 19 Product GAFGLAS® #80 ULTIMATM Base Sheet GAFGLAS® Flex P1yTM 6 GAFGLAS® Ply 4 GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet • GAFGLAS® STRATAVENT® EliminatorTM Perforated GAFGLAS? Flashing GAFGLAS® STRATAVENT® Eliminatorm Nailable RUBEROID® SBS Heat WeldTM Smooth RUBEROID® SBS Heat- We1dTM Granule RUBEROID ® SBS Heat- WeIdTM 170 FR RUBEROID® SBS Heat-WeldTM PLUS RUBEROID® SBS Heat- WeldTM PLUS FR.. RUBEROID® SBS Heat- We1dTM 25 RUBEROID® Modified Base Sheet Dimensions 3937" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 3937" (1 meter) wide 39.37" (1 meter) wide Various 39.37" (1 meter) wide 1 meter (39.37") wide 1 meter (39.37") wide 1 meter (39.37") wide 1 meter (3937") wide 1 meter (3937 ") 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 D3672 ASTM D 4897 D3672 • ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D4601, Type TI, 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.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 3 of 19 Product RUBEROID® 20 RUBEROID® Mop Granule RUBEROID® Mop Plus (Granule) RUBEROID® MOP Smooth RUBEROID® MOP 170FR RUBEROID® MOP FR 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" (1 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" (I meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) Wide Test $necification ASTM D 6163 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6164 ASTMD5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTMD5147 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 D6163 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 pescrinttion SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granule's. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Asphalt impregnated, coated felt, surfaced with mineral granule. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Non -woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non-woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat coated with Polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. Non-woven polyester and fiberglass mat coated with file retardant, polymer modified asphalt and surfaced with mineral granules. One way valve vent used to relieve built -up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 4 of 19 Product Leak BusterTM MatrixTM 302 Non Fibered Aluminum Roof Coating GAF Built -Up Roofmg Asphalt RUBEROID® MOD Asphalt, Asphalt L & Asphalt P Leak BusterTM Matrix", 602 Leak BusterTM MatrixTM 715 LeakBusterTM Matrix", 531 WeatherCoteTM SeamCoteTM FireOutTM VersaShield® VersaShiele F13-1S VersaShield® FB-2S TOPCONI® FireShiele MB Leak Buster"( MatrixTM 201 SBS Flashing Cement Leak Buster"( Matrix", 102 SBS Adhesive Leak Buster"( Matrix", 202 SBS Flashing Cement Leak Buster"( MatrixTM 203 Plastic Roof Cement Leak Buster", Matrix ", 103 Cold Process Adhesive 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 5 gallons 5 gallons Test Specification ASTM D2824, TYPeI ASTM D312, Types I, 11,11I and IV proprietary ASTM D -412 ASTM D -21 -96 ASTM D1475 ASTM E -1644 ASTM D3019 ASTM D3019 AST, D4586 ASTM D4586 ASTM D3019 Product Description lion- 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 SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Cold Applied Asphalt Adhesive. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 5 of 19 Product Leak BusterTM MatrixTM 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 GAFCANFTM EnergyGuardTM Permalite Recover Board EnergyGuardTM Tapered Edge Strip EnergyGuardTM Perlite EnergyGuardTM High Density Fiberboard EnergyGuardrM Composite EnergyGuardTM Composite RA Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens Decke; 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 Drill -TeeM #12 Standard, #14 and #15 extra Heavy Duty Fastener , Heavy Duty Roofing Fastener 2. Drill -TecTM ASAP 3. Drill -TecTM #12 or #14 Standard screws with AccuTrac Plate 4. Drill -TecTM Galvalume Plates 5. Drill -Teem Polypropylene Plates 6. Drill -TecTM AccuTrac Plate EVIDENCE SUBMITTED: Test M!encv, Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. 112TofS.Fl. TABLE 3 Product Description Insulation fastener and Base Play fastener for steel, wood & concrete decks. Pre - assembled Drill- Teem Fasteners and metal and plastic plates. Base sheet fastening assembly. Round Galvalume stress plates. Round polypropylene stress plates. Square Galvalume° coated steel plate. Test Identifier J.I. 2B8A4.AM J.I.3B9Q1:AM J.I. ODOA8.AM J.I.ODIA8.AM 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 W GAF Materials Corp. 3" Square GAF Materials Corp. pescription 4470 4470 4470 4470 -TAS 114 4470 -TAS 114 4470 - TAS • 114 Physical Properties ASTM D 4977 TAS 114 TAS 114 Date 07.02.97 01.08.98 07.09.99 07.29S4 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 Page7of 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 /ft& P). EnergyGuardTM, EnergyGuardTM Composite, EverGuard® ISO, EnergyGuardrM RA, EnergyGuardTM RA Composite Minimum 1" thick N /A N/A EnergyGuardTM High Density Wood Fiber, EnergyGuardTM Recover Board, Wood Fiber, Minimum W' thick N/A N/A EnergyGuardTM Perlite Minimum %" thick N/A N/A Fiberglas (Min. '5/16" thick) 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, VersaShieideNon- Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Anchor sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM • Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID Heat- WeIdTM Smooth or RUBEROID® Heat- WeId1M 25 base sheet mechanically fastened as described below; Fastening Options: GAFGLAS® Ply 4, 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 lap staggered and in two rows 12" o.c. in the field. (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 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-Teem #12 standard, #14 or # 15 Screws and 3" Drill -Teem steel plate or Drill -Teem AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure - 45psf,, See General Limitation #7) .GAFGLAS® Flex PlyTM 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 -- 52.Spsf, 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 - 60psf, 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 pay; See General Limitation #7) Any of above Anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill -TeeTM 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 Llmitation #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 -TeeTM 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 ps_f; See General Limitation ##7) Base Sheet: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS® #801ULTIMATM Base Sheet, GAFGLAS® STRATAVENT® Eliminator= Perforated, RUBEROID® Modified Base Sheet, RUBEROID® Mop Smooth, RUBEROID 20 -RUBEROID® Heat- WeldTM Smooth or RUBEROID® Heat- WeldTM 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 lbsisq; (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 lbs./sq. NOA No.: 07-1219.09 Expiration Date: 11/04113 . 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 lbsfsq. 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 Matrix"( 103 Cold Process Adhesive applied at a rate of galsq. 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 MatrixTM 715 , Leak Buster"( 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, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofmg 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. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 10 of 19 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex PIyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum /a" Dens Deck"' or VP 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. A11 other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 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 12 lbsfsq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 ps£ 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. lithe fastener value, as field - tested, are below 275 Ibf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform 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 98-72 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 03/23/2009 14 :22 3057518579 ABC MIAMI 2007 ROOFING MATERIALS AND SYSTEMS DIRECTORY 1S2 ROOF COVERING MATERIALS (TENT) Roofing Systems (TC>"U)— Continued Base Coat: "A -38 Series ", 0.75 gal /se. Second Base Coat "A-38 Series", 0.75 gal /se. Wear Coats "A-38 Seri", 0.75 gal /sq plus walnut shells at 0251bs per Seriatimgs " A -SS Series ". 0.75 gal /se plus walnut shells at 0.751bs per 46 D k: NC Incline: 3/4 Foam: Spray application of 2-in. thick "Polyfoatrt 273" (2,71b /ft' ) Surfacing: Spray application of 28 to 34 -mils "U -8736" (aluminum) 47 Dace NC inclines 1/2 Insulations Spray application of 2 -fn. thick "Pnlyfoam 273" (2.7Ib /ft.' Surfacing Spray applieation of 28 to 34mils "U -8762" (ivory) GAF MATERIALS CORP R1306 1361 ALPS RD, WAYNE Nj 07470 "Ruberaid 20" or "Ruberoid Modified Base Sheet" errs be utilized as an alternate to Type G2 baae sheet in any of the following (]as be. ..utilized 1/2 in. thick (min) gypsum board or 1/4 M. thick (ern) G-P Gypsum DensDeck® may be used in any existing noncombustible deck C awiEmtion. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) decks. The joints In the board and ••t overlayirtenl board are offset 6 in. with the joints to the d If polvhiv:ccte is . part of the roof system, it must be placed below the averlayment board. Also, multiple plies of " GAFGLAS Ply 4" or "Ply 6" may be adhered to G-P Gypsum DereDerkil) in hot asphalt. argyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable classification. GAF Stratavent Eliminator Venting Base Sheet (Mailable)" may be mechani- cally attached or hot mopped over noncombustible decks and as a recover over cos hng roof systazns LAS sif • late Insulation may be utilized as a •cover board over "EVER- GUARD" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is meehanieally fastened, adhered with hot mapping asphalt or urethane insulation. adhesive. Pol 1p rinse reference in any of the fallowing Classficatans include "ENERGuard EPS Insulation'. ROOF WA RING MATERIALS (TENT) PAGE 04 Roofing Systems (Cpl)}—Conti.nued "GAF`TPMP Pormalite Recover Board" may be used in lieu of any perlite insulation israny of the following NC Classifications. unless otherwise indicated, any of the "Asphalt Pelt Systems with Hot Roofing Asphalt" may be 'surfaced with "Fireshield MB" at 2.5 .. 3.0 gal /sq. Class A, B and C Hot roofing asphalt, for use with organic an: glass felts or modified bitumen membranes. "Ruberoid Heat Weld" 555 roofing membrane may be used in lieu of "Ruberoid Mop" 555 products in any applicable Classification. Class A 1. Decks C -15/32 Incline 3 Insulation (©pHonal)s One or more layers perlite, wood fiber, glans fiber, isocyenurate, urethane, perlite/isocyanurate composite, perlite/ urethane compoite, wood fiber /isoeyanurate composite, phenolic, any thickness. Fly Sheet 'three or more la e:r TA.. •• c. ,; y or References to glass fiber insulation include "EnergyGuard Fiberglass Insu- lation". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or " 0 ULTIMA" ) is a suitable alternate for Type G1 asphalt glass fiber ply sheet ("GAFGLAS Ply 4" or "GAFGLAS Fly 6" ).in the Class A or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphajt glass mat base sheet "GAP Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Venting Bass` Sheet (Mailable)" . Perforated to be mapped and nailable to be mechanically attached granule side down. As an op tion Tyyep G2 asphalt Mass mat base sheet ( "GAFGLAS 075 Base Sheet", "C,AIGLAStit30 ULTiMA' or "GAF Stratavent Eliminator Venting Base Sheet (Mailable)' may be substituted for G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or " GAFGLAS Ply 6" ) as the nailed base ply hi the following systems. Bottom ply or base sheet may be solid mopped, spot copped er rrrechani- cally fastened. 'Unless otherwise indicated, all insulations may be hot mopped or mechani- cal] yy fawned. "CAFGLAS plashing" ar "Ruberoid" may be used for Flashing in any of the class A, or C systems listed below. When "peertite " is referenced, this includes "GAFTplvtp PERMALITE2)" or any other 1JL Classified perlite insulation. Crushed shirty or slug are suitable alternatc+s for gravel in any of the Clam A, B or C systems listed. Structural cement fiber building units are con:,idrared suitable to be included as a deck in the following Clary A, Bon C systems listed over C -15/32 or NC. The use of ,gypsum heard under any of the fellow -Mg Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min �ro-ps om board is an acceptable alternate for insulation over C -15/32 decks. The u:ee of polystyrene insulation hoard between min 3/4 fn. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isoevanuratc board in the following Class A, I3 or C "YMCA linerg�yaGuard RA", "BMCA Tapered EnergyGuard RA" and "BNiC:A EnergyGuard liA" may be substituted for any Atlas polyisocyanurate insula- tion in any of the following Classifications. Trumbull "Rama Mop" may be utilized with any of the following "Asphalt Felt systems with Hut Roofing Asphalt ". CA1 Gr.AS !#ill Premium Base Sheet may be used in any of the following Systems. " GAFGLAS Pk Ply 6" is n suitable alternate to "GAFGLAS Iny 6 ". Seriatiag: Gravel. 2. Deck: C -15/32 Inclines 2 • 4 ' insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyamarate composite, perlite/ urethane composite, wood fiber /isoeyanuratc composite, phenolic, any thickness, • Ply Sheet: Three or, more layers Type GI • " GAFGLAS Ply 4" or " GAFGLAS Ply 6 ", Cap Sheeh One layer Type G3 " GAFGLAS Mineral Surface.] Cap Sheet' or "EnergyCap Mineral Surfaced Cap Sheet ". Deck: NC g ona la One or more layers perlite, wood. Men� (thee isocyanurate, urethane, perlite /isoeyanurate composite, perlite/ urethane composite, wood iber /isacyanurate composite, phenolic, 2 in, max. Fly Sheet Two or more layers Type GI " GAFGLAS Ply 4" or "GAF- GLAS Ply 6 ". Cap Sheeb One layer Type G3 " GAAFGLAS Mineral Surfaced Cap Sheet" or "Errerg,yCap Mineral Surfaced Cap Sheet ". 4. Deck: NC Incliner 1/2 Insulation: One or two layers "Isotherm R", 4 in. max, hot mopped Ply Sheet: Any UL Classified gravel surfaced Class A asphalt grass fiber mat system. 5. Deck C- I5/32 Ted Me: 1 Slip Sheet•(Optional)r Red rosin par, nailed to deck. Base Sheet One layer Type G2 GGLAS 4#75 Base Sheet" (relay be nailed). Ply Sheet One er more layers Type G1 " GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet" or "RnergyCap Mineral Surfaced Cap Sheet ", :/Deck; NC incline: 3 Base Sheeb One layer Type G2 " GAFGLAS 475 Base Sheet ". Ply Sheet: One nr more layers Type G1 "GAFGLAS Ply 4" or "GAP - GLAS Ply 6 ". Cap Sheek One layer Type G3 GAFGLAS Mineral Surfaced Cap Sheet" or "FnergyCap Mineral Surfaced Cap Sheet". 7, Deck; C -15/32 Inclines 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, ure- thane, perlite /iscicvanurete composite, perlite/urethane composite, phe- nolic. 1.0 in. min (offset from plywood joint 6 Base Sheet One or man.• layers Type Gl. G2 or C.3. Membrane One or more layers "Pubemtd Torch" (Smooth or Granule). "Rubemid Torch Plus" (granule). "Ruberoid Mnp" (Smooth nr Granule) or "Rubemid Map Plus" (granule). Cap Sheet Type GG3 "GAPC;LAS Mineral Surfaced Cop Sheet" or "EnergyC.ip Mineral Surfaced Cap Sheet ", hot Mopped. 8. Deck; C -15/z2 Incliner 2 1nsubttan (Ophertell: One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /issoocyenurate composite, perlite/ urethane composite, wood fber/isteyanurate composite, phenolic, any thickness, Base Sheet Two or more layers Type G2 or G3. Ply Sheet (Optional): One or more layers Type C+1. Membrane Oro or more layers "Ruberoid Torch" (Smooth nr Granule), "Ruberoid Torch Plus" (granule), •'Rubercid Mop" (Smooth or Granule) or "Ruberoid Mop Plps' (granule). LOOK FOR THE UL MARK ON PRODUCT