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RF-11-335
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 170444 Permit Number: RF -2 -11 -335 Scheduled Inspection Date: February 29, 2012 Inspector: Bruhn, Norman Owner: PORTNER, TINA Job Address: 870 NE 92 Street Miami Shores, FL 33138- Project: <NONE> Contractor: 4 ROOFERS INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1132060050140 Phone: (305)636 -2952 Building Department Comments ROOF FOR ADDITION CONCRETE TILE Passed 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- 169508. CREATED AS REINSPECTION FOR INSP - 169464. CREATED AS REINSPECTION FOR INSP- 169327. CREATED AS REINSPECTION FOR INSP - 156483. No ladder. Not ready. NB 1/31/12 - TILE INPROGRESS WAS NOT INSPECTED.JR SAME COMMENTS. NB Same comments the tile in progress was not approved. NB February 28, 2012 For Inspections please call: (305)762 -4949 Page 31 of 40 RE: Permit # Miami Shores Viiiage Building Department INSPECTION AFFIDAVIT 0‘..1P'0 gk it A 5 licensed as a n (Print name and circle License Type) License #: t 6C q loi2.-7 /II (Date & time) Secondary water barrier work at 7 6 i , 11 -S L try s ��. 3313) (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit On or about 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: J/3o//z FS 468 Building Inspector / Engineer / Architect, II 2. , Oi) , I did personally inspect the roof deck nailing and Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Swom to and subscribed before me this Notary Public, Sate of Florida at Large day of \\\\\ \\ I I III 111J o, \� v,l10i A c".�° 4'Orte- *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. toitatgst k' , _ ..1hclul hotographs of each plane of the roof with permit # and address #clearly shown marked on the deck for each inspection �' ",,���/1' . \\,•∎ ��01,40101110\ \ \\ Revised on 5/21/2009 A -1 Engineering Inspection Services, Inc 7066 SW 44th Street Miami, Fl 33155 Tel: 786- 326 -9877 Fax: 305 -485 -9011 alroofinspection @gmail.com LAB CERTIFICATION # 10- 0512 -01 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 Roofing Contractor FOUR ROOFING Job Address Owner's Name Type of Tile SPANIS S ENTEGRAL Approximate Roof Height 12 feet Roof Pitch 3/12 870 NE 92 ST Permit # RF2-11-335 TINA PORTNER Date Installed Type of access to Roof OK Approximate Square Footage of Roof 30 ft 2 Required Testing Force 35 Ibs Date Tested 1/3/2012 Number of Tests 76 Testing Equipment: F.G.E. 100 • Contact Name CHELE LOCATION Corner Perimeter Field Ridge Total # OF TEST 9 Tests 14 Tests 36 Tests 17 Tests 76 Tests Phone # PASS # OF TEST 'VI Pass 0 Tests Li Pass 1`!1 Pass I •eI Pass Pass O Tests O Tests O Tests FAIL 1 -i Fail 11 Fail 0 ri Fail �J Fail Tests ] I 1 Fail IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT IS NOT GUARANTEED IN CASE OF NATURAL DISASTERS Cordially,." REMBERTO CONTRERAS P.E P.E # 21522 A -1 ENGINEERING INSPECTION SERVICES INC CERTIFICATION NO 10- 0512.01 7066 SW 44th Street Miami, Fl 33155 — Telephone (786)326 -9877 Fax (305)485 -9011 Roofing Contractor Job Address Owner's Name TINA PORTNER Type of Tile A -1 Engineering Inspection Services, Inc 7066 SW 44th Street Miami, FI 33155 Tel: 786- 326 -9877 Fax: 305 - 485 -9011 a 1 roofs nspection@g ma il.com LAB CERTIFICATION # 10- 0512 -01 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 FOUR ROOFING 870 NE 92 ST E Permit # RF2-11-335 SPANS 5 ENTEGRAL Date Installed Approximate Roof Height 12 feet Roof Pitch 3/12 Type of access to Roof OK Approximate Square Footage of Roof 30 ft 2 Date Tested 1/3/2012 Contact Name CHELE Number of Tests 76 Phone # Required Testing Force 35/bs Testing Equipment: F.G.E. 100 SKETCH OF ROOF t t t t t - t t t t t t t t t t t t t t t t t t It t Revised by 7066 SW 44th Street Miami, FI 33155 — Telephone (786) 326 -9877 « Fax (305) 485 -9011 b901 e'Ll 31--, 41L1( (ti.. eta BUILDING PERMIT APPLICATION FBC 20 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. RJ a Z- 11 33 S Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): 1-1' VI 11/4- Por4 �L i Phone #: Address: '! O A€ 617-► s t B City: h1&- 1 Sko veo,5 State: FL Zip: 33137 Tenant/Lessee Name: Phone #: Email: F - a l L 5 31 °t Lt9?_ 8- JOB ADDRESS: ' 7 0 ME - I 31-, City: Folio/Parcel #: Miami Shores County: Miami Dade Zip: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: 'I P 0 o £� �S -� �. - Phone #:& V023S-Wg Address: 17 %o An] 57 sr: City: 11 i 11/4.et I State: Qualifier Name: M.A.( / © R eitr,ttS FL Zip: Phone#: ifs- y49.1 State Certification or Registration #: C e-G / 32-7 lra 6,4 Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: /�' /,4 Phone #: Value of Work for this Permit: $ Square/Linear Footage of Work: 3, 3 Type of Work: ❑Addition ❑Alteration New ❑Repair/Replace ❑Demolition Description of Work: L U 0 `� s * **** ** . * . , **** x***********m******* Fees ******* ** ** ******* ** **a* *m* 4• >l:******* Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 7 .00 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ='�� Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this '7 The foregoinniinstrument was acknowledged before mee this day of °Fe t� . , 20 �. , by 1 t i1tA PO f ite r , day of r ®t , 20IZ , by 1 t ® 7 r r who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: �/4z aI I• � .t NA BARNES • Print: My Commission Ex LIP Notary Public State of Florida My Commission Expires: ` �Q ���s5\ 01 : V • 1 �,My Comm. Expires Mar 18, 2014 ► 0 1 5� 1 ‘"t . ��.•� Commission # DO 972471 APPROVED BY oPPY‘``4.- Plans Examiner Zoning Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Clerk ROOF ASSEMBLIES AND ROOFTOP STRUCTURES FEB 0 3 Master Permit No. FLT ZONING DEP IT BLDG DEPT l =71 Shores VIIscIP BY DATE SUBJECT 10 CCMPI_IANCE WI rri All FEDERAL Florida Building Code Editio AR AND CC, UN , Y RULES AND REGULATIONS High - Velocity Hurricane Zone Uniform Permit Application Form. $ firm d (Gpnpral Infnrmatinn) Process No. 2c l 1 '— SS -5- Contractor's Name [ �. ooT Ci s Job Address 1 1E 'IL sT ❑ Low Slope ❑ Asphaltic Shingles ❑ New Roof ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE IA Reroofing ❑ Recovering ROOF SYSTEM INFORMATION XMortar /Adhesive Set Tile ❑ Wood Shingles /Shakes ❑ Repair ❑ Maintenance Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) 3 y Total (SF) 3� 3 y 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. rt. FLORIDA BUILDING CODE — BUILDING Miami Shores Village Building Department 10050 N.E2mkAuferate, Arland Shores, Florida 33138 Tel: (305) 79522044 Fas: (305) 756.8972 INSPECTION'S PHONE NUMBER (3051762.4949 BUILDING PERMIT APPLICATION FBC20 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): Address: 7 ® if Zip: SS 1 6 City: �L , d 1' ; here state: Tenant/Lessee Name: Phan#: Email: Permit No. =.0 35 Master Permit No. Phone#: '2011 r 0(3g JOB ADDRESS: 70 PE' city: Miami Shores County: Folio/Parcel#: Is the Building Historically Dom: Yes NO Miami Dade zip: 33 I; x Flood Zone: CONTRACTOR Company Name: 1/ -Z oo-re (_. J-►n (- Phone#: -a 03 b 3 12 2!t Address: 1 7 /!) -41 1,7 $ 1 Sl- aty: /1,4 : cf State: ( Zap: 5 3/ !-/2, Qualifier Name: Mci r; 0 g f m e 5 me*: State Certification or Registration #: CC- C l 3 27 1;64( Certificate of Competency#: Contact Monett: 7 ij b 2.3 S 'j'% Email Address: DESIGNER Architect/Engineer: Pho : Value of Work for this Permit: $ 51 WQ o p Square/Linear Footage of Work ao,e Type of Work XAddition OAlteration ® DNew CURepair/Rcplace ODemolition Description of Work :Moo �6 I afar" (.� i 01.1 — c-O vt <i re fie 4-, Ice . c O or - r ®vj k ---: 0 * s **** ** ease* +roe ****F e$s* x****s *eso S u b m i t t a l F e e $S 0 1 Permit Fee $ / / sc "" CCF $ C ACC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FT.PCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ' wner o gent The foregoing instrument was acknowledged before me this / 7144 The f day of ,ts v v 2011, by is r••` -5- .6. ceAftr®—• , day of who is personally known to me or who has produced `� identification and who did take an oath. NOTARY PUBLIJ : OT II Y PUBLIC: Sign: ' !.� / ! ?/ Sign: i. 1►- - - Print s Ate :g F � Pent: Contractor g instrument was acknow - • ged before 201L, by ui� thi to me or who has produced My Commission Expires: My Commission Expires: e. * * * *a * ** spat * * ******** * **** **** ** * * *** *** a** ****** •****** **** ***** * ******* *************** ** * ***** ***** * ** Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. SArtinn A (General Informatinn). Master Permit No. Process No. Contractor's Name H P 00443 —1-A G, Job Address 6 7 0 VJ E 17, 5 �.° Low Slope d� EiAs attic gles IV New Roof h1-et-tnl SL,( 5 ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE Mortar /Adh fft)-AS ❑ Wood Shingles a es ❑ Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION A!0 &A S U evil- Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) - II LO 369 S ection R (Rnof 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. 4' 3 2 .... IS•• • -_• • ..•. • • .. • Tlr . LJ. .•• • ... • • • • • .. .•• . • ,..s▪ . • • • • • • .. • • • •••• ...... • FLORIDA BUILDING CODE — BUILDING 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 4402.14 HIGH- VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code Edition 2007 High- Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4.5,6,7 4,5,6,7 Prescriptive BUR -RAS 150 A,B,C Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1,2,3,4.5,6,7 1,2,3,4,5,6,7 Metal Roofs A,B,D Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. •• • • • • • ••• •• Design Calculations per Chapter 16, or jf ;�ppli�a�le; J A% 127 or:RAS • ••• • • • • •• • 4. • Other Component of Product Approval • . 5. Municipal Permit Application ' ,�' "' • • • •' 6. • • • • • • • • • Owners Notification for Roofing Corsicrrtions•(Retgefinq 4niyt 7. Any Required Roof Testing /Calculation Documentation • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• FLORIDA BUILDING CODE — BUILDING MIAM COUNTY 'Delivering Excellence Every Day' Roof System Manufacturer. Miami -Dade County Building Department Electronic Application Section D Sloped System Description Tile Roof System Notice of Acceptance Number (NOA): 109 —65 Minimum Design Wind Pressures, if Applicable (from RAS 127 or Calculations): P1: //, P 2: P 3: LA a Maximum Design Wind Pressures, (From the NOA Specific system): psf Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. Roof Slope: °/12" Roof Mean Height is- ft Method of Tile Attachment: 1FrAy L. k y Bni sobtf IN f u pelpgl. th Bubdi n f odqf sup B; 1 Esjq!Fehf ITj{f P !Hbvhf ; 133G41LI26441 Esjq!Fehf !N btf s)bd lzgf ; e7,411, • • • .. ••• • • .. • .. • gg of silk .. I ppl ritsjgmfibuhbvIf 1pstri jhi y t • •: • • • • • • • • • • • • •• •• • • • • • • • • • _ • • • • • • • • ... • • . . •° • .. .• • • • • • ... • • • • •. • • • • • ... • • • • • •. • Deck Type: r p\y• sk Optional Insulation: 1 Optional Nailable Substrate: 1 Optional Nailable Substrate Attachment I 44 Basesheet Type: 1 3& 1 364 D 226 -1 --re Fastener Type for Basesheet Attachment LphNoef sbzn f oil)DbglTi f f trllkgf ; 904 I L je is tom. tom.,./ 1 gfiNoef sbzn f ouBubd n f odNf ti pe; 171w_ 4 Ak•50.,a« ••• • • • • • •. •• • • • • • • • • • • • ••• • • • • • ••• • • • • • . •. •• • • • • • • • • • • • • . • . • ••• • •• •• • • • • • • 0 • • • • . • • • •• • • • • • • • • • • • ••• ••• • ••• • • •• ••• •• • • • •• • • • • • • •• ••• • • • • • •• Sectiim E 2 MIAMI4 DE COUNTY °Delivering Excellence Every Day" Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. 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 roof, then the tile attachment method is acceptable. P 1: P 2: P3: 121,3 xh xA x. 31-15 376 = 11'61 Mg: - Mg: - Mg: 6.$' = Mr1: = Mr2: = Mr3: ars I61 NOA Mf NOA Mf 5 Far51 NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127" For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the P values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. P1: P2: P3: Description Design Pressure Mean Roof Height xw:l 1= x W: XW:l 1= - W: - W: - W: =1J x cos 0 :' =Frt. ® x cos e: = Fr2: = t x cos 0: =Fr3: Where to Obtain Information to com Symbol 5� INOAP S�NOAF' 5 t t NOA F'' Whereto Find P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysts prepared, signed and sealed by a professional engineer based on ASCi= Roof Slope Aerodynamic Multiplier Restoring Moment due to Gravity Attachment Resistance H 6 mg •• .•• • • Required Moment Resistance • • • •• • • •_._ • •• • • ... -. _ Minimum Attachment Resistance • ••.__ •• Required Uplift Resistance •• Average Tile Weight • •.• Tile Dimensions Fr • •• • . • • • • . • Job Site Job Site Product Approval (NOR} Product Approval (NOA) •• • • • I = length _ w _ width=; ti 0 •• • ••• • • • ••• • • • •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • ••• It • •• ••• •• • • • •• • • • • • • • • • •• ••• • • • • • •• MIA MI�DAO BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Entegra Roof Tile, Inc. 1289 NE 9`h Ave. Okeechobee, FL. 34972 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, including the High Velocity Hurricane Zone. D ON:-;Be> h r Tille following state _ _ 1!!1• . . M _ • 1 11114 • 1 11 • - f • unless otherwise noted herein. RENEWAL of-this NOA shall -be- considered- after a renewal application.has been filed andthere haa_been no change in the applicable building code negatively affecting the performance of this product - TERA+IINATION 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 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 g literature.—If arty portion of he NOA -ia displayed,4hen- it-shall and shall be avail a foj usp tion at a sft at the request ofTieBuiil&ig iciati. SUMIinn IT wn , i•o, vig e • • • • 1 --•-1 NOA No.: 09- 0512.15 Page-tot 7= - •1• • • • ••• • • • • •••••. • • • • • • • • • • • • • • • ••• • • • • • • • • • • ••• • • • • • • ••• • • .. • • • • • • . • • • • • • • • • • • •• • • • • • • • • • • • . • ••• • .• • • • • • • • • • • • • • • • • • • . • ••• ••• • ••• • • •• ••• •• • • • •. • . • • • • • 0 • •• ••• • • • • • •• ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Deck Tyne: Roofing 07320 Roofing Tiles Concrete Wood 1. SCOPE This approves a new roofing system using Entegra Bella "High S" concrete roof the as manufactured by Entegra Sales, Inc. in Okeechobee, FL and described in Section 2 adds Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Bella "High S" L =16%:" W =13" Thickness = Test Specifications TAS 112 Product Description Low profile, interlocking, extruded concrete roof tile equipped with two nail holes and double roll"riibs. For dot deck or battened nail-on, mortar or adhesive set applications. Test Agency ^__ iBA Consultants, Inc. Redland Technologies Test Identifier Test NamefReport 242194 7161 -03 Appendix III Letter DatedAug. 1994 P09647 -01 - _ - _ _ Technologies P0402 Date ASTM-C--1167 Jude-2006- Static Uplift Testing Dec. 1991 TAS 102 & 102(A) -W Tun el:Tes TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance . 1993 Tl CenierfocAgplied• ..- -•--.- Engineering, Inc. • • • • • ••• • • • • •• •••• • • • • • • • ••• • • :: -ii- ri NOA No.: 09 gii2 5 .�Y 1 S;e+i �8 r. _i_j1 OAAG.. • -•.c -- -•- -•- • • ••• • • 0_ 3A 10!-' fc3$1:RiL y,;;i ,11:1110[11,111 - ••• • • • ••• • • • •• • • • • • • • • • • • • • • • • • 111 • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • ••• • •• •• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • ••• ••• • ••• • • •• ••• •• • • • •• • • •" • • • • • • •• ••• • • • • • •• w -. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. 94 -084 25- 7094 -(3, 6 & 9) 25- 7120 -(1 & 2) 25- 7183 -(3 & 4) 25- 7214 -(3, 4, &7) 25- 7804 -4 520111 -3 520191 -2 -1 Calculations Calculations Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier Restoring Moment May 1994 Oct. 1994 Nov. 1994 Feb. 1995 March, 1995 Sep. 1996 Dec. 1998 March 1999 March 1999 June 2007 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106 3 Applicant shall 1 o `a Misnit County Certified Laboratory L r v quarto* testTn i - TAS -11-- -? r'A -Such testing shalt % s»i� The-Building Code Compliance _ ce for review. 3.4 in um underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underla ent - ,- ym applications may [� installed perpendicular to goof 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 cue. • • • • • ... • • • ... • • •• .• • • • •. •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • .•• • • • • • • • ••• • • • • • • • •• • • • •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • ••• ••• • ••• • • •• •.• •• • • • •• • • • • • • • • • •• •• • • • • • 0 .• 4. INSTALLATION 4.1 Entegra Sales, inc.'s Bella "High S" concrete roof tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length-I (ft) Width -w (ft) Bella °High S° Tile 10.5 1.375 1.08 Table 2: Ae • ' namic Multi . tiers - A ft Tile Profile A (ft ) Batten Application A ( Di = < t Deck Appi on Bella °High S" Tile 0.349 0.378 Table 3: Restoring Moments due to Gravity - MQ (ft -ibf) Tile Profile 2 ":12" 3 ":1295- 4 ":12" 5 ":12" 6 ":12" r:12" or greater Bella °High S° Tile Battens Direct Deck Battens irect Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens ,Direct , Deck 8.19 6.89 6.11 6.80/ 5.99 6.67 5.85 6.51 5.68 6.33 550 613 Table 4: Attachment Resistance Expressed as, a Moment - for Nail -On Systems Fastener Type -_.. Direct Deck (min 15/32" plywood) (min-19/3V plywood) ns Bella "High 2 -10d Ring Shank Nails 28.6 S" 111e 1 -10d Smooth or Screw 5.1 Shank Nail 41.2 19.4 8.8 2.8- 2 -10d Smooth or Screw 6.9 Shank Nails 9:2- -T.3 1 #8 Stew 20.7 20.7 - - 18.1 2 #8 Screw 43.2 43.2 29.8 I40d Smooth orSr Shank Nail (Field Clip) 1- 10dSmooth or Screw - Shank Nail (Eave Cep) 2 -1 .27..6 Shank Nails (Field Clip) 23.1 19.0 29.3 29.3 - 24.0 27.6 38.6 •- • • • -• ••- • -2 - fi I4ing Shank %Ile 33.11 48.1 50.9 a min. of 21h° fro head of tile. • • • • • • • • ▪ • • • • • • •. • • - • • • • • • • • • • • • ••• • • • _...__•__ NQA No.:05151 1 :s - - App.rovak to 06/24/09 e4 of7 - -- ••• • .•• • ••. • • • .•. • • • •• .• • • • •. .• • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • ••• • • • • • • • . • • • • • • • • • • • • • • a • • • ... • • ... ... • • •• ••• •• • • • •• • . •• . . . . ... • • . • • •• ••• • • • • • •• Table 5: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bella uHigh S" Tile Adhesive 29.32 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TiileBond Average weight per patty 10.7 grams. Potyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Sin le Pa Adhesive Set S tams Tile Profile Tile Application Minimum Attachment Resistance Bella "High S° Tie Palyfoam PolyPro'M 66.53 Polyfaam PolyPro?"' 38.i''- 3 Large testy Pfacement of 63grams of PolyProTM. - dedlummay- . Table 5B: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Bella °High S" Tile Mortar Seta 24.5 5 Tice -Tde Roof Tile Mortar. •• ••• • • • •• ••• •• • • • •• • • • • • • • • • •• • • • • • • • • • • • • • • • ••• • • G ,.»4L • • • • • • • • • - • - • • • ••• • • • • • • • • • • • • • • •• • • • •• •• Approval Date: 06f241O9 Page 5 of 7 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen in detail below, or following statement: "Miami -Dade County Product Control Approved ". OR ENTEE Entegra Sales Bella "High S" Concrete Tile Label (Located underneath,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. • • • .. .. ... .. • .... . .. • • .... • .... • ... • ... • • • • ... • • • • • • • • - -- - = -Sr ` -. _..- - - -. - ... • • ration Date 07113/11 Approval Date: 06/24/09 Page 6 of 7 PROFILE DRAWING END OF THIS ACCEPTANCE -•. ••• •• • • • •• �YPj�VCA. • • • ••• • • •_ • • • • • • • • . •-- i • • • • • • • • • rr •• • • • •• •• -- --+. •.•-• • • Expiration Date: 07/13/11 Approval Date: 06/24/09 Page 7 of 7 Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not use ijentify as ") System Manufacturer: NOANo.:_a7 /2 /' 1'9 Design Wind Pressures, From RAS 128 or Calculation Ai 4 Pmax1: Pmax2:O� Pmax3:/1,43 Max. Design Pressure, From the ecific NOA System: --52 - Deck: Type: /s 1•0aer/ Gauge/Thi kness: "/ 8 Slope: i tr.. /2 Anchor /Base Sheet & No. of Ply(s): An horBase Sheet F ,$tener/Bonding Material: /rRs6 /i, i is. tii.sie.oves Insulation Base Layer: Base Insulation Size an Base Insulation Fastener /B ater I: Top Insulation Layer: Top Insulation Size and Thic es Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener/Bonding Material: y Sheet(s) & No. of Ply(s): Ply Sheet Fastener/Bonding Material: Top Ply: • • Top PI FastenervBon y � Surfacing: ••• ..• • • • • • • •• •• • • •gait • n • • • • .•• •• •• • • •• • • • • • • • • • •• •••• • • • • ••• •• •• •• •• • Fastener Spacing for Anchor/Base Sheet Attachment Field: 9 " oc © Lap, # Rows Perimeter" oc ® Lap, # Row Corner " oc 0 Lap, # Rows oc Number of Fastene er Insulation Board Field Peri t 4 Corner Illustrate Comp nts Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Copin , Etc. Indic: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. d's-mor Jiffy 7 ta 11 Parapet Height Mean Roof Height ••• • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • ••• •• •• • • ••• • • • ••• • • • •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• • • • 0 • • ••• • •• •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • ••• ••• • ••• • • • •• • • • • • • •• ••• • • • • • •• M1�M C 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 stateinent: "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 sinew §s N•d•> ewsis K AANo. 03- 050I.05 and consists of pages 1 throygh 19. The submittgei ciga totatLcyn 3vajs ,e ewcd by Jorge L. Acebo. IA'PROVE3 • • • • • • •• •• • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • ••• • • • •• • •• • • • •• • ••• • • • •• • NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03120/08 Page 1 of 19 ••• • • • ••• • • • •• •• • • • •• •• • • • • • • • • • • • • • 000 • • • • • • • • • • • ••• • • • • ••• • • • • • • ••• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • ••• ••• • ••• • • •• ••• 00 • • • •• • • • • • • • • • •• ••• • • • • • 00 ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure Roofing BUR Wood -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Dimensions Leak BusterTM MatrixTM 3, 5, 55 gallons 307 Premium Asphalt Primer GAF Mineral ShieldTM 60 & 100 lb. bags 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 5 gallons I, S gallons 55 gallons 35 gallons 1, 5 gallons 5 gallons 5 gallons GAFGLAS® '. n1.37 "C(1:mtter) • • •• • vid'ce • •• ••• •• • . • •. • ••. ••• • • • ... • • • • • •• • • • • • • • • •• • • • • • • • • ••. • ... • • • . .•. • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • • .. .. • • • •. •. ..• • • • 000 • • Test Specification 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. ASTM D 2824 Fibered aluminum coating. Elastomeric roof coating. Asphalt emulsion fibered. ASTM D -4586 ASTM D -3409 ASTM D 4586 Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 2 of 19 ... • • • ... • • • .. .. • • • .. .. • • • • • • • • • • • • • ... • • • • • • • • • • • ... • • • • ... • • • • • • ... • .. .. • • • • • • • • • • • • • • .. • • • • • • • • • • • • • • • • . ... ... • ... . .. 000 .. • • • .. • 0 • • • • • • .. ..• • • • • • .. Product GAFGLAS® #80 ULTIMATM Base Sheet GAFGLAS® Flex PIyTM 6 GAFGLAS® Ply 4 GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® EliminatorTM Perforated GAFGLASO Flashing GAFGLAS® STRATAVENT® EliminatorTM Nailable RUBEROID® SBS Heat- We1dTM Smooth RUBEROID® SBS Heat- WeldTM Granule RUBEROID® SBS Heat- WeldTM 170 FR RUBEROID® SBS Heat- We1dTM PLUS RUBEROID® SBS Heat- We1dTM PLUS FR RUBEROID® SBS Heat- We1dTM 25 RUBEROID®RElotif ej Base She • •' • • • .• ••• •• .• • • .. • • MIAMI• APPROVED Dimensions 3937" (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 Various 39.37" (I meter) wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37") wide 1 meter (3937 ") wide 1 meter (39.37 ") wide 1 meter (39.37") wide 39 7;' veter) • • 'Ade. • .••• • •. • •. • • • • • • • • • • • • • • • • • • •• • • • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Test Product • Specification Description ASTM D4601 ASTM D 2178 ASTM D 2178 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. ASTM D 3909 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 ASTM D 3909 ASTM D 4897 D 3672 ASTM D 4897 D 3672 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D4601, Type II, UL Type G2 BUR 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 (mea'al ar+d plastic) •. • • .. • • Dimensions 39.37" (I 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 3937" (1 meter) wide 39.37" (I meter) wide 39.37" (1 meter) wide 39.37" (1 meter) Wide 39.37" (I meter) wide 39.37" (I meter) wide 39.37" (I meter) wide 39.37" (1 meter) Wile .. .• • • • .... • •.• • • • • • • •. • • • • .•• ••. • • • • • • • • • • • • • ••• • • • • • • • .• .• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• •• Test Specification ASTM D 6163 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 5147 ASTM D 5147 .ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 TAS 100(A) ASTM D 1929 ASTM D 635 Product Description 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 Roofing Asphalt RUBEROID® MOD Asphalt, Asphalt L & Asphalt P Leak BusterTM MatrixTM 602 Leak BusterTM MatrixTM 715 LeakBusterTM MatrixTM 531 WeatherCoteTM SeamCoteTM FireOutTM VersaShield® VersaShield® FB -1 S VersaShield® FB -2S TOPCOAT® FireShield® MB Leak BusterTM MatrixTM 201 SBS Flashing Cement Leak BusterTM MatrixTM 102 SBS Adhesive Leak BusterTM MatrixTM 202 SBS Flashing Cement Leak BusterTM MatrixTM 203 Plastic Roof Cement •• ••• • • • • • • -•• Leak Buster -: Matr:x:": 103 Cold Process•.. "•: Adhesive •.• ... • . APPROVED Dimensions 5 gallons 100 Ib. cartons, bulk 60 lb. 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 lorls • • . • • • SO • •.• • • • • . • . . • • • • • • • • • •. • • • • • • • • ..• • ... • • • • ••. • • • • • • ••• • • • • • • • • • • • • • • .• •. • • • .• 00 ••• • • • ... • • Test Specification Product Description ASTM D2824, Non - fibered aluminum pigmented, asphalt Type I roof coating. ASTM D312, Types I, II, III and IV proprietary ASTM D -412 ASTM D -21 -96 ASTM D1475 ASTM E -1644 ASTM D3019 ASTM D3019 ASTM D4586 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. ASTM D4586 Standard Plastic Asphalt Roofing Cement ASTM D3019 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 Fibercd Aluminum Roof Coating Leak BusterTM MatrixTM 304 Non Fibered Aluminum Roof Coating Dimensions 5 gallons 5 gallons APPROVED INSULATIONS: Product Name EnergyGuardTM RA, RN Composite A & N EnergyGuardTM Fiberboard EnergyGuardTM Permalite EnergyGuardTM GAFCANTTM EnergyGuardTM Permalite Recover Board EnergyGuardTM Tapered Edge Strip EnergyGuardTM Perlite EnergyGuardTM High Density Fiberboard EnergyGuardTM Composite EnergyGuardTM Composite RA Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens Deck ®, Dens Deck® Prime, Dens Deck® Dura GuardTM Structodek SecurockTM • • • • Test Specification ASTM D 2824 Product Description Fibered aluminum coating. ASTM D2824, Non - fibered aluminum pigmented, asphalt Type I roof coating. 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 •. ••• • • • • • .• • • • •• ••• •. • • • •• • • .. • • •• • • • MJAMI.DRDE COUNTY APPROVED ••• • • • • • • • • • • •• • ••• • • .•• • • •• •• • • • • • • • • • • • •• • • • • • • • • • • • • ••• • • • • . • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • 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 Product Number Name 1. Drill -TecTM #12 Standard, #14 and #15 extra Heavy Duty Fastener , Heavy Duty Roofing Fastener 2. Drill -TecTM ASAP 3. Drill -TecTM #12 or #14 Standard screws with AccuTrac Plate 4. Drill -TecTM Gaivalume Plates 5. Drill -TecTM Polypropylene Plates 6. Drill -TecTM AccuTrac PIate EVIDENCE SUBMITTED: Test Asencv Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. IRT of S. Fl. •• • • • • •• TABLE 3 Product Description Insulation fastener and Base Play fastener for steel, wood & concrete decks. Pre - assembled Drill - TecTM Fasteners and metal and plastic plates. Base sheet fastening assembly. Round Gaivalume stress plates. Round polypropylene stress plates. Square Gaivalume® coated steel plate. Test Identifier J.I. 2B8A4.AM J.I. 3B9Q 1.AM J.I.ODOA8.AM J1. OD I A8.AM J.I. 0Y9Q5.AM 3029832 GAF - 012 -02 -02 GAF- 020 -02 -01 02 -005 02 -014 ••• • • • • • •• • • • • ••• •• • • • •• •• • • •• • • •• • • • • • • • • • • • • • • •• • • • • ••• • ..(.} APPROVED • • • • • • • •• • • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • Manufacturer Dimensions (With Current NOA) Various GAF Materials Corp. Various GAF Materials Corp. Various GAF Materials Corp. 3" and 3 W GAF Materials Corp. 3" and 3 %" GAF Materials Corp. 3" Square GAF Materials Corp. . Description 4470 4470 4470 4470 -TAS 114 4470 - TAS 114 4470 - TAS 114 Physical. Properties ASTM D 4977 TAS 114 TAS 114 ate 07.02.97 01.08.98 07.09.99 07.29.94 04.01.98 05.11.07 11.06.01 02.01.02 01.18.02 03.22.02 NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 7 of 19 Deck Type 1 Deck Description: Wood, Non- insulated io or ;tearer pi' wood or wcood plank decks System Type E: Rase sheet mechanically fist:ned. All General and System Limitations shall apply. Fire Barrier: FireOutrM Fire Barrier Coating, VersaShield' Non- Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM Base sheet: GAFGLAS' #80 ULTLMATM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROIDe Modified Base Sheet, RUBEROIDe 20, RUBEROID® Heat- We1dTM Scnooth or RUBLROIDe Heat- WeldTM 25 base sheet mechanically fastened to deck as described below; GAFGLASe Ply 4, GAFGLAS'° Flex Ply "M 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS` #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #I2 standard, 414 or # 15 Screws and 3" Drill-TecTM steel plate or Drill-TecTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the eet. (Maximum Design Pressure :: , e en Limitation #7) Fastening Options: GAFGLAS® Flex PIyTM 6, sheets attached to deck wit heet or any of above Base ar 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 —52.5 psf, See General Limitation #7) • GLASe #80ULTIMATM, RUBEROID ®20, RUBEROID ®Mop Smooth, k base sheet attached to deck with approved 1 Y4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill - TecTM #I2 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) •• • • • • . Apy pf atoye base sheets attached to deck approved annular ring shank nails • •aldi3':invart Drill -TecTM insulation plates at a fastener spacing of 9" o.c. at • •• • • • • ••• • ••• ..; •11 a 4;olap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) ••• ••• • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• •• • • • •• ••• • • • ••• • • •• NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 17 of 19 Surfacing: GAFGLAS'a #75 Base Sheet or any of above Base sheets Attached to deck with Drill -TecTM 412 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill - TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) One or more plies of GAFGLAS* PIS #S0 ULTIMA, RUBEROID® MOP Smooth or RUBEROID'D 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. (Optional) One ply of GAFGI.AS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbsisq. and 300 Ibs./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 3 gal /sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbsisq. 3. Leak BusterTM Matrix"' 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. 4. Leak BusterTM MatrixTM 715 , Leak BusterTM Matrix"' 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 galisq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Deft Pressure: See Fastening Above •• ••• • • • • • •• • • • • ▪ • • • •• • ••• •• • • • •• ••• ••• • ••• • • • •• • •• • •• • • • ▪ • • • • • • • • • • • • • • • • • • ••• ••• • • • ••• • APPROVED ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • ••• • • • • • • • • • • • • • • • • •• •• ••• • • NOA No.: 07-1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 18 of 19 WOOD DECK SYSTEM LLMITATIONS: 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 '..'' Dens Dcck m or 1 Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 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 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. if the fastener value, as field - tested, are below 275 lbf. insulation attachment shalt 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-nailcrs, 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 as apeci,fleallx reje;red,ivithin this NOA, General Limitation #7 will not be applicable.) -10. All products lisledla4rdn:s111Chdve a quality assurance audit in accordance with the Florida Building Code and•Rule'113�7'i• cif't ;ie:i'lark•Administrative Code. •• ••• •• • END OF THIS ACCEPTANCE ••• ••• • ••• • • • • •• • • •••• • • • • • • • • MIAMI. • E OUNTY APPROVED • .• • • • • • • • •• • • • • • • • • • ••. • • ••.••. • • • • • • • • • • • ••• • • • • • • • • • • • • •• • • • • • •• •• • • ••• • • NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20 /08 Page 19 of 19 I'(ir U.K 1306 - Rooting Systems rage 2 of J3 cr NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 'h -in. minimum thick gypsum board is an acceptable alternate for minimum insulation over C -15/32 thick roof decks. Th e use of polystyrene insulation board between minimum 3/4-in. thick perlite board and deck with rosin paper (perlite /rosin pa per /polystyrene /perlite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. "EnergyGuard RA" or "Tapered EnergyGuard RA" or "EnergyGuard Composite RA" may be substituted for any Atlas polyisocyanurate insulation in an y of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". "GAFGLAS® #80 Premium Base Sheet" may be used in any of the following systems. "GAFGLAS® Flex Ply 6" and "Tri -Ply® Ultra - Flexible Ply 6" are suitable alternates to " GAFGLAS® Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 21/2 to 3- gal /100- ft2. "Ruberoid® Dual Smooth" may be used as an alternate to "Ruberoid® Mop Smooth" or "Ruberoid® 20" or "Ruberoid® 20 HT" "Ruberoid® Mop Smooth 1.5" may be used as an alternate to "Ruberoid® Mop Smooth" Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid® Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid® Mop" SBS products In any applicable Classification. Class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite/urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Ply Sheet — Three or more plies Type G1 or "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Ply 6" hot mopped. Surfacing: — Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers perllte or wood fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Ply Sheet — Three or more plies Type G1 or " GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or " GAFGLAS® Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet " or " GAFGLAS® EnergyCap" TM BUR Mineral Surfaced Cap Sheet." 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite/polylsocyanurate composite, perlite /urethane composite, wood fiber /polyisocyanurate composite, phenolic, 2 -in. maximum. Ply Sheet: — Two or more plies Type G1 "GAFGLAS® Ply 4 ", "Tri -Ply® Ply 4" or " GAFGLAS® Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Pty® Mineral Surfaced Cap Sheet" or " GAFGLAS® EnergyCap"" BUR Mineral Surfaced Cap Sheet." •• ••• • • • • • •• - 4. Deck: C -15/32 • • • • • • • • • Incline: 1 • • • • • • • • • Slip Sheet (Opiianai5:•2- Re 8'FOsir paper, named to deck. Insulation (optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet:•lOnBpfy Typgg "6A :GLAS'475•e Sheet" or "Tri-Ply® #75 Base Sheet" (may be nailed). PIy Sheet: — eine or more plie9Type G1 "GAFGLA6i Ply 4" or "Tri-Ply® Ply 4" or GAFGLAS® Ply 6 ". Cap Sheet: —:One p3yT rep3; "G�►FGLAS® IgQ3e�l Surfaced Cap Sheet" or "Tri-Ply® Mineral Surfaced Cap Sheet" or " GAFGLAS® EnergyCap'" BbJR Mineral Surfaced Gap Sheet. "• • Surfacing (optional): — "TOPCOAT® EnergyCote' "" applied at a rate of 2 -ga1/100 -1t2. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• htt 'database.ul.com /c i-bin/XYV /tern late /LISEXT /1 FRAME /show a e.html ?name =T... 3/23/2011 p:; g P P g ... • • • ••• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • • • • • • • • • • • • • • • .•• • • • • • • ••• • • • • • • 000 • •• •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • •. • • • • • • • • ••• 000 • 001 • • •• ••• 00 • • • •• • • • • • • • • • •• ••. • • • • . •• b1 4 f i11 14 :1b 3057518579 WAND COUNTY ABC MIAMI BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRAIION DIVISION NOTICE OF ACCEPTANCE OA POlyfoarn Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 PAGE 02/08 MIAMI•DApE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Strut, Room 208 Miami, Florida 33175 -2474 T(786) 315 -2590 F (786) 315 -2599 ww z_mleakeltaltataxammt 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 whore allowed by the Authority Having Jurisdiction (AHJ), This NOA shall not be valid after the expiration date stated below. The Miami-Dade Section (In Miami Dade County) and/or the AHJ (in area other than Miami Dade County) re Produce Control have this product or material hosted for quality ass rate) reserve the right to in the ace 9u rte u�ance purposes. Ifthis product or material fails to perform 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. )NC reserves the right to revoke this acceptance, if it is determined Suction that this product or material fails to meet the ft a applicable a County product Control This product is � requirements of the applicable building code. ' 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: Polvypro® A11160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or to following statement: "Miami -Dade County Product Control Approved", logo, cif' 'D and pproved ", anless otherwise noted herein. RENEWAL ofthis 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 ofthis 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 product, for sales, advertising or any other purposes shall automratically terminate tthhis an NO A. Fa lu endorsement comply with any section ofthis NOA shall be cause for termination and removal of NOA. mply AAVERTISIEMENTS The NOA number the expiration date may be displayed in advertising literature If words County, Florida, and followed by be done in its entirety, y portion of the NOA is displayed, then it shall INSPECTION: A copy ofthis entire NOA shall be provided to the user by the mainfacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews • .. • • • . • • . • • The submitted A t O0- 2.02:and oore fists of pages 1 through 7, �decuthdatton a • evied by Alex'Nem. • fAPPROYEG • • • • ••• • • • • • • • • • • • • • • • • •• •• 000 • • • • • • • •• •••• • • • • • • • • • •• • • • • • • • • • • ••• • •••••• • •• • • • ••• • • • •• • • • • • • •• •. • ••• • • NOA, No.: 11- 012404 Expiration Date: 05/10/12 Approval Date: 04/14411 Page 1 of 7 na/ Le1/ 21011 14:110 .bbf51b579 ABC MIAMI PAGE 03/98 ROOFING COMPONENT M'PROVAL: Category: Roofing Sab Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro. A11160 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 Palypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions a Prorluctalescximtion Poi rod AH160 Speclfiic$tions YP N/A TAS 101 Two component polyurethane foam Poampro®RTPIOOO N/A adhesive Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOR which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 Closed Cell Content ASTM D 2856 Result$ 1.61bs. /f' 18 PSI Parallel to rise 12 PS1 Perpendicular to rise 28 PSI Parallel to rise 0.08 LbsJFt2 31 Perm / Inch +0.07% Volume Change (x3.40° 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 tast•methods and are subject to normal manufacturing variation. • • • • • • •• ••• •• • • • •• ••• ••• . APPRO'EL) • ... • • • • • • • • • • • • • • • • • • • •••• ••• • . . • • ••• • • •.. • • • • •.• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 4100 • • • 000 • • NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 2 of ... • • • ... • • • •• .• • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• • • • • • 000 • *0 •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • ••• ••• • ••• • • •• ••• •• • • • •• • • • • • • • • •• ••• • • • • • 00 v.r, cvr toll J. I.10 30OfOJGZJl� ABC MIAMI EVIDENCE SUBMITTED: Center for Applied eFi�gineering Test Lkkotier Test Name/Report Date 25781 &IPA TAS 101 04/08/94 25818 -1P TAS 101 12/16/96 SSTD 11-93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 Miles Laboratory 25 -7492 SSTD 11-93 12/12/95 Polymers Division -589 631 ASTM A 16?3 02/01/94 Ramtech Laboratories, Inc. 9637 -92 ASTM B 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E .108 11/16/94 Trinity Engineering 01- 6739 - 062141) ASTM 884 01/16/95 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 5284549-1 10/23/98 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 PAGE 04/08 LIMITATIONS: 1. Fire classifications is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro ®AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polyprotitt 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 HAN13I -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein, . ...... • • F .w . .._ • • .. . . . . • . ••• -_. •• •.•• .. ". .m1§ • ... • • .. ▪ .... • • • ▪ • • • • • • • • • • • • • • • • ... • ... • • • • • • • • • • • • • .. .. ... • • • . • • ••• • • • • • • • • • • • • • • • • • ... • • NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 3 of 7 UJ/ GUI LUll 14.1G OEM /Olt10 1'J 1:wc MIAMI PAGE 05/08 INSTALLATION* 1. Polyproe AH160 may be used with any rooftile 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 rooftile assembly's adhesive attachment with the use of Polyproe AH160 shall provide sufficient attachment resistance, expressed based system, to meet or exceed the uplift resistance determined in complian ith Miami- -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc, Polypro® AH160 Operating Instruction and Maintenance Booklet. 4, Installation must be by a Factory Trained 'Qualified Applicator' approved Products, Inc. Polyfoam Products Inc. shall supply a list of appro pplicato to the authority Polyfoam having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive, The mix ratio between the "A" component and the "B'' component shall be maintained between 1.0- 1,15 (A); 1.0 (13), The dispense timer shall be set to deliver 0.0175 to 0.15 determined at calibration. No other settings shall be approved. funds per tile as 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AIi160 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® AHI60 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 is Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Single Paddy Two Paddy Weight Detail Weight Min. per paddy Min. Flat, Law, Iii Profiles (grams) (grams) #1 35 N /A, High Profile (2 Pie #i 17 /side on oap and N/A Barrel) 34/pan Flat, Low, Hi Profiles #i2 24 N/A Flat Low, Hi h Pretties #3 8 LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As tip y& tiding Officiate applicable building code in order to properly evaluate the gu't : :: : • • • .. ... .. • • • •• . . . • • • • • • • • • • • • ▪ • • • • • .• • • .... . . . • • ... • ... • • • • .•. • • • .. • • • • • • • ••• • • • • • .. .. • • • • • .. .. • • • .. .. 000 • • • ... • • NOA. No.: 11-0124,04 Expiration: Date: 05/10/12 Approval Date: 04/14/11 Page 4 of 7 UU/ ht,, GGl1 14:1U d100151ti if ABC MIAMI ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY PAGE 06/08 Pine emapTtediwl�toasMauMp�1 cr num tratinticonisette luinllk P P2th WW2*" nT � � Noe From Tiee WIC Sails, •. •.• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • •• • • • • • • • ••• • ••• • • • • •.• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No,; 11-0124.04 Expiration Date: 05/10/12 Approval We: 04/14/11 Page 5 of 7 u:J/ C.JI LYJ11 14:1U �b'J r511i5f' ABC MIAMI ADHESIVE PLACEMENT DETALL 2 SINGLE PATTY PAGE 97108 .• ... • • • • • .• • • • • • • • • • •. ••• .. • • • •• ••• • • • • • • . • • • • • • • • • • • • •• • • •••• • • • • •.. • ••• • • • • ••• . • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •. • • • •• •• ••• • • • 000 • NOA No.:11- 0124.04 Expiration Date: 05/10/12 Approval Dates 04/14/11 Page 6 of '7 0410 • • • •410 • • • •• 01 • • • •• •• • • • • • • • • 0 • • • • •00 • • • • • • • • • • • 000 • • • • 1411 • • • 0 • • 000 • IS 00 • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • 1600 ••• • ••• • • •• ••• •• • • • 00 • • • • • • • • • •• ••• • • • 0 • •• 170!117111711 14:1b 9b57518579 ABC MIAMI ADHESIVE PLACEMENT DETAIJ. 3 DOUBLE PATTY NBA through pled!; cameo! PAGE 08/08 •• •.• • • • • • •• • • • • • • • • • • • • •:. *: M MAW THIS ACCEPTANCE .......• ••.. ... • • • • • • • • • • •• • ••• • • ••• • • • • • • •••• • • • • • • • • • • •• • • •••• •• • ••• • • • • ••• • • • • • • • • ••• • • • • • • • • • • • • • •• . • • • • • • • • ••• • • NOA Nu 11- 0124.04 Expiration' Date: 05/10/12 Approval Date: 04/14/11 Page 7 of 7