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RF-13-2454 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 190051 Permit Number: RF -2 -13 -245 Scheduled Inspection Date: April 26, 2013 Inspector: Bruhn, Norman Owner: QUESADA, HUMBERTO Job Address: 125 NE 106 Street Miami Shores, FL 33138 -2036 Project: <NONE> Contractor: ENVIROTECH ROOFING & CONSTRUCTION INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1121360060350 Phone: (305)207 -4993 Building Department Comments RE ROOF TILE AND FLAT ROOF COLOR THRU TILE Infractlo Passed Comments INSPECTOR COMMENTS False Passed ,,,?1 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- 185417. SEAL COUNTER FLASHING FASTENERS. BULL NOT ALLOWED AT VENT PROVIDE PLUMBING PERMIT AND INSPECTION FOR GAS VENT.JR April 25, 2013 For Inspections please call: (305)762 -4949 Page 6 of 11 F.I.F.. 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 SITE SPECIFIC INFORMATION Owner's Name: ; ,IL. Job Address: e ��� t °t ,TE s , Roofing Contractor: E.A4 aft p 2.0 ''6'G r i r1.4 ' ii�-� o Permit Number: t .' '. Type of Tile: P.4416- NJ' - la"izitodt Approximate Roof Height: (Q feet Slope: 3 %1,2, Approximate Square Footage: L re® ft2 Type of Access to Roof: e#,-- Ladder OtherRequired Testi g Force: 35 lbs. Testing Equipment: F.G.E. 100x Shimpo Instrument Date Installed: '* - 13 Date of Inspection: - ' TEST RESULTS P= PASS, F= FAIL Test Location P or F Test Location P or F Test Location P or F Test Location P or F Test Location P or F 1 5 21 p 5 5 41 4 61 81 2 22 1 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 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: 1 ft Area Units or ft2 No. of Tests Perimeter 1 4 OP t Field i *17 Corners jj�� tcl. Hips & Ridges Z rQ 4 RESPECTFULLY SUBMITTED BY: Vinayagar M. Balakrishnan V 4 J State of Florida Lic # 63107 *SUE { winsamareastiviamaimatitaanammarnatimainumiali a1 ,111,11 1111 ,,1111111111 111 1 111111111 111' Iala$a..I!aII.I..III* IIIaaaaaa *Iaa11IIRI 11111111111111iiiiiiessainsininS1111.11111111sassasammisma summinsamasaiscanissanausamanainsusisausaan aanaamansaasann e suana mina anuanal as siamamaaf aa#.laa111111111111111:111 aaa 11a a1111111asaaeaassaasaimaaNaUaaaa11a11 minas aan wan sitimaniumnisaaasillififfilltil aaIIaIMISaaa 11 •a aa11 *111 a111111aaM ansanawaramaraimitastaistairinmintairasaimustuana a■ ■aa 11a 11aa a aaa11a11111M NINIUM aaaINHas 1111111111111111111111111-111111.1111111111111M11111111111111111111111 amessiseasimanassimanamaimaaanuanaimana sasssuussumassamastammaniumainammaas Emanuanutitaasiumia '.'tuna# animas a#missais aaaaa #sma i •a = s a r i ! ' a P a:r,11ts4mfaitaiaaaaa massaan anassimusainadasir ' :, pan;: Gzataiasaaa ■aaasla 1111111111111110111111111Taill, lama $, itatanaaaaa amonanam aa, nea ,Huai, SPA ltiu L�4aua5RR. saa usauaas tr# iclifi5 5R rrai a,, MIIIIM5 U Mt +OMANI ■aaaan aaaa nh tiPA-. 11,.711, " 11MI a aIaaaaaa ansaawanuasimis*cmierfirnsimaadisaFinamasaseas ,swains, aisas u 1 unwsnir i . isiii#iiia immumumna•Maltrerifkliar:2111&#UatiallM1 . ctuanaia iaaaaaaaaaaai - =-: iltwaisinalisininomankisaanaus aussa'ii' ii i ' `- '.'r�`,.��.:. JF '. l# 1a : ►a aaa 4s �r..a3..,.�. ,.tom � i..� naaaaasaa#aaaaaa aaaianii maataanaaaaaa aaaaaa- n. ---.- 1 a�i,,. sianian s,� aaaaaaiaaia &lEaaaaaaaaaa1 ,15,,11 maimaammazaintminimairmasaassasaimanse aiaiana aaa#aanasaamaiaaiaamaa aiaim! #a' aaaaaaaaa assaaaanaaiaaaaaiaaaaaaaa Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit # 1'3- ! DATE: / °16 INSPECTION AFFIDAVIT 6-2-m s K r G&- licensed as a (n Contract , / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector i 'e *33 License #: On or about , I did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at [ J G / O' &y (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me th' Notary Public, Sate of Florida at La /4° 0 -r p` °�'•. ALEJANDRA BRITO , "_ Notary Public - State of Florida vim=% # My Comm. Expires Jun 10, 2014 4'4tRFF . p�'`, Commission # DD 1000541 yn,n.• `General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to - .. N an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection Revised on 5/2112009 OCO STA* NOCP �- ') )3 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 Permit Type: BUILDING JOB ADDRESS: /Z5 T✓I /06 Ste'• City: Folio/Parcel #: Miami Shores /12136,0060350 C 20 Permit No. � ) —2143 Master Permit No. ROOFING County: Miami Dade Zip: /? f *r Is the Building Historically Designated: Yes �10 Flood Zone: OWNER: Name (Fee Simple Titleholder): / '/f4 6'i4 tP % 44 4 Phone #:1 g + g2 7- 9%02, Address: a C ' `06 c r City: 144 0 4'/ ` A0o State: fl— Zip: 33/8' Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: GEC... ... ---- re qkrAl nhone#:�aZ�'� 11 Address:S5-Z -•\ '4%)•3 - .\4721‹ • A� ° Zip:--3\--\S' City: !�'v�R�M.\ State: Qualifier Name: E[`'1\42-5 VIRSNIN Phone #:._ ZJ_�_�j State Certification or Registration #: C.S. `\3Z� -1 Certificate of Competency #: Contact Phone#: Email Address: ' 1� "i-do��` \ii Co'n'y DESIGNER: Architect/Engineer.. Phone #: Value of Work for this Permit: $ 1 . ' f.^5� N. Square/Linear Foo ge of Work: � \' DNO Type of Work: ❑Addition UAltera ion ONew ®'Repair/Replace UDemolition Description • f Work:" i , t Color thru tile: ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * ** * * * * * * * * * * * * * * *x�*** axe * ***�xx� *x��x�x�x** **� *** 7 Submittal Fee $ Permit Fee $ / CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $, Bonding Company's Name (if applicable) Bonding Company's Address City State A F Zip N P N'A Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not b ., oved and a re will be charged. Signature ' ` Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this y— The foregoing instrument was acknowledged before me this day of _, 20 , by A , day of 'f ti , Ex) is personally known tom or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expir or who has produced as identification and who did take an oath. NOTARY PUB My Commission Expires: + s*** *s,+ x**+ x*** *******s,+x*+x********* ****** * ***** * ********* ******* **+ x************** ****** *********+x****** **** APPROVED BY Plans Examiner Structural Review (Revised 3 /1212012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk I1111 11111111111111111111111111111111iiii1111 CFN 2013R0132664'7* NOTICE OF COMMENCEMENT OR 8k 28495 Fps 0385; (1p9) A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION RECORDED 02/19/2013 12216;49 HARVEY RUVIH CLERK OF COURT M IAM I -DADE COUNTY r FLORIDA LAST PAGE PERMIT NO. STATE OF FLORIDA COUNTY OF MIAMI -DADE: TAX FOLIO NO. 1121364060300 THE UNDERSIGNED hereby gives notice that improvements property, and in accordance with Chapter 713, Florida Statute�►R€Y RUB is provided in this Notice of Commencement. By TANASHIA ARNOLD 110 1. Legal description of property and street / address: Ler 1181. c ZD? Dv "n�_JJ11 s !11/;61/ Mores Exr#t2 POW' P677 /2S' /Vi /065r n/a�! "-homy fl 3313 STATE OF FLORIDA, COUNT OF l HEREBY CERTIFY that this is a true original filed in this office on AIDE py of the day of ittft LERK, al. Circuit an 20 Coon Cowls 2. DesQription of improveme 2,k 3. 0 er(s) name and address: f(M d tr /o akieS4 4 x.25 NA /06 ST Phom ll Slw re s p4 3308 Interest in property: CNVU■1.s2"C Name and address of fee simple titleholder: 4. Contractor's name and address: 5. Surety: (Payment bond requ1' y by owner from contractor, if any) Name and Address: jll /ft Amount of bond $ 6. Lender's name and address: N�g 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: /V IT 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: ,/ 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) gnature of Ow ner -Print Owner's Name 17/0 4eJ°'/a te? Sack Sworn to and subscribed before me this day of 4 Notary Public: % X Print Notary's Nam irfr, [ !ET, My commission expires' Prepared by 20 \:7Z, . Address: ''\3r72+t. i�� •4 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 Date: 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: ,*m 6rr,lo fve'S* a/q _, / Property Address: /25 /VI 00 r /04/1/ s 9/ <5 pt. 3/3f Roofing Permit Number. Dear Building Official: I -1Clio/ /ICY /O Oesadau certify that I am not required to retrofit the roof to wall connections of my building because: o 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. t 'fhe building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the.. +' orida : uilding Code (1994 SFBC) !3 Signature /4sIrr /o 4:vie5 dot 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. Sworn to and subscribed before me this Notary Public, Sate of Florida at Large Mahn Mee .1Weel My Com E*'s Oct 4, 2016 ContOssms • IN 207519 RUM ♦ver 114► • • 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. Revised on 5/2112009 Miami -Dade My Home My Home Show Me: Property Information Search By: Select Item L' Text only j Property Appraiser Tax Estimator Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Folio No.: 11- 2136 -006 -0350 Property Mailing ddress: 125 NE 106 ST HUMBERTO QUESADA 125 NE 106TH ST MIAMI FL 33138- Prope Primary Zone: CLUC: Beds/Baths: !Floors: Livin9 Units: dj Sq Footage: `Lot Size: fear Built: Legal Description: Information: 1000 SGL FAMILY - 2101 -2300 SQ X001 RESIDENTIAL - SINGLE FAMILY 2/1 1 1 1,510 9,225 SQ FT 1940 DUNNINGS MIAMI SHORES EXT NO 2 PB 41 -78 LOT 11 BLK 208 LOT SIZE 75.000 X 123 OR 21113 -4862 03 2003 1 OR 26671 -3620 1208 00 Assessment ^fear: !Land Value: ;Building Value: Market Value: (Assessed Value: Information: 2012 1 2011 $75,421 I $83,801 $153,309 I$154,255 $228,730 ]$238,056 $228,730 [$238,056 Exem•tion Information: ear: es-,ad Zr,a Hoe stead: 2012 $25,000 YES 2011 $25,000 YES Taxable Value Information: Year: 2012 2011 axing Authority: Regional: County: ity: Applied Exemption/ Taxable Value: $50,000/ $178,730 $50,000/ $178,730 $50,000/ $178,730 Applied Exemption/ Taxable Value: $50,000/ $188,056 $50,000/ $188,056 $50,000/ $188,056 School Board: $25,000/ $25,000/ $203,730 $213,056 � Sale Infnrmation� Aerial Photography - 2012 113 ft My Home I Property Information I Property Taxes I My Neighborhood I Property Appraiser Home I Using Our Site I Phone Directory I Privacy I Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. Page 1 of 2 MIAMI.DADE Legend Property Boundary Selected Property Street Highway Miami - Dade County Water http: / /gisims2. miamidade .gov /myhome /propmap.asp 1/24/2013 1 3-14S- 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 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. he owners 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 provide g 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. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed i 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 units (il -., 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 vie 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 appea !, e. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause =.er to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural distress and may -quire the review of a professional structural engineer: Pounding may shorten the life expept , il rformance of the new roofing system. Pounding conditions may not be evident until the o'an ,�fin item is removed. Pounding conditions should be corrected. w scuppers (wall outlets): It is required that rainwater flows off so that the roof is not iup of water. Perimeter /edge wall or other roof extension may block this discharge if !outlets) are not provided. It may be necessary to install overflow scuppers in irements of Sections R4402, R4403 and R4413. T. , A; ertilation: Most roof structures should have some ability to vent natural airflow through the Y' riten the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be bene ). o onsider additional venting which can result in extending the service life of the Owner /Agents Signature Revised on 7/9/2009 LD Contractor Signature ROOF ASSEMBUES AND ROOFTOP STRUCTURES Florida Building Code Edition 2 High - Velocity Hurricane Zone Uniform Permit Applic /3 Weser TO COMPLIANCE WITH ALL FEDERAL ATE AND COUNTY RULES AND REGULATIONS Master Permit No. Process No. a Contractor's Name Job Address 'ND-. -G6 Low Slope ❑ Asphaltic Shingles ❑ New Roof ow o • e R • . f Area (SF) ❑ Mechanically Fastened Tile ❑ Metal PaneUShingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE .J1 Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Steep Sloped R9of Area (SF) N4 Section B (Roof Plan) etbp:-Roo nslof sections levels and and levels, clearly yid roof drains, identify dimensions of�elevated pressure a zones and location of 11 Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes ❑ Repair ❑ Maintenance Total (Si) 48bb iiiiiiiiIIiIIIIIIlIUIIIIII ' m .011.11.1••••••••••••komma. 1IIiiUIuIIIIIiii9IIIii I Y ...o. FLORIDA BUILDING CODE — BUILDING Florida Building Code Edition 2007 HIGH Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Slope Application) Fill In Specific Roof Assembly Components and identify Manufacturer (f a component Is not uuseddi�identify as ("NA") System Manufacturer �T"t'C�.�"� 4i). NOA No. ®SA°' \\2\�•C k Design Wind Pressures, From RAS 128 or Calculations: Pmax2 :n\Zt _ Pmmoc3.' \4a. Max. Design Pressure From the S cific NOA System — S".�, -'S Deck: Type: CS Gauge/Thickness: j 14g1 pi!Slope: h Anchor/Base Sheet & No of Ply(s))1►��J� ` '1`okr Ba S st�etlBon '-- Mate��I: Insulation Base Layer. � \\1 Base Insulation Size and Thickness: '\ Base Insulation Fastener/Bonding Material: Top Insulation Layer \•4 }� Top Insulation Size and Thickness: \vt� Top Insulation Fastener/Bonding Material: Base Sheet & No of Ply(s): `Cs1K Base Sheet Fastener/Bonding Material: \ \'Ir\ Ply Sheet(s) & No. of Ply(s): CF?!`iS N % Ply Sh FasteneN,(3_ Qndjgg Material Top Ply: \-"k1`CR&Cft► \ ~ \'t Ply Sheet Fastener /Bonding Material: Surfacing: fit• C\ Fastener Spacing for Anchor/Base Sheet Attachment Field d1 "oc @ Lap, # Rows`2. @ " oc Perimeter tO "oc © Lap, # Rows @ ." oc Corner to "oc © Lap, # Rows @ .' oc Number of Fasteners Per Insulation Board Field ��1"R Perimeter*k Comer\ Illustrate Components Noted And Details As Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing Cbunter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material thickness, Fastener Type, Fastener Spacing, or Submit Manufacturer Details that Comply With RAS 111 and Chapter 16. ..,,tis.s.s-iNtzs. --"t"— clkislis { FT\\NN Parapet Height FT Mean Roof Height FLORIDA BUILDING CODE - RESIDENTIAL Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section.D (Steep.Sloped Roof System) • Roof System Manufacturer: ©'CCNIALI-L Notice of Acceptance Number: "'&k.CAAMb Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Pmax1:"3N'X Pmax2: -%a:1%.\ Pmax3:"`\W i 't Maximum Design Pressure (From the NOA Specific System): 'S•' Method of Tile Attachmen "NU_ SN -AI "U 0 Roof Slope: 12 eck Type: Sloped System Description �R• sits" ype Underlayment: nsulation: I1R Fire Barrier: Fastener Type & Spacing: dhesive Type: Ridge Ventilation? ype Cap Sheet: I '11i.\ oofing Covering: Type & Size Drip dge: Mean Roof Height: Si.. Florida Building Code Edition 2007ton Form • High Velocity Hurricane Zone Uniform Permit Application systems, choose either Method 1 'or 2. Compared the values for M, with For Moment- fife sy the values from Mr It the M, values etacceptabie. dual to the M, values for each area of the roof, then the tile attachment method Is • Method 1 "Moment -Based Tile Calculations Per RAS 127" NOA M, �s� x A $�- = ....\.N.....1-• ) - Mg: S• = M,, 1..� _ NOA M,__` --�- (Pz: x A..2 — = ) - Mg :. = M� . NOA M, Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (M,) From Table Below 32a NOA M ,S — be used in conjunction with a list of moment -based tile systems endorsed by the Broward County Board of Rules and Appeals. ofv It roof, all then for tile For Uplift -based tile systems use Method 3. Compared s values If the Fl values are greater than equal to the F, values for area attachment method Is accep table. Method 3 "Uplift -Based Tile Calculations Per RAS 127", x l: -,._ = _._._ x w: = ._.. ) - W:_ x cos 0: x (P'."_ I: x w: = ._.._ ) - W: _. x cos 0: 3: : ---- =-xw:= _. ) -W :__x cos 0: an engineering analysis prepared by PE based on ASCE 7 w : wtuui Iication. All calculations must be submitted to the Building Official at the time of permit app Ma 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 pages 1 thro gh 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 Cate2orv. Sub- Cateporv: Deck Type: 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 Shield"" Granules Leak BusterTM MatrixTM 305 Fibered Asphalt Emulsion Leak BusterTM Matrix"' 303 Premium Fibered Aluminum Roof Coating LeakBusterTM Matrix"' 322 Elastomeric Roof Coating LeakBusterTM MatrixTM Select Asphalt Emulsion Fibered 306 Leak Buster"' MatrixTM 204 Wet/Dry Roof Cement RUBEROID° Modified Bitumen Flashing Cement LeakBuster" , MatrixTM 201 Premium SBS Flashing Cement GAFGLASS #75 Test Dimensions Specification 3, 5, 55 gallons 60 & 100 lb. bags 5 gallons 1, 5 gallons 55 gallons 55 gallons 1, 5 gallons 5 gallons 5 gallons ASTM D 41 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 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 Deck Type 1: Deck Description: Wood, Non - insulated 19/32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield ®Non - Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® Heat- WeldTM Smooth or RUBEROID® Heat- WeldTM 25 base sheet mechanically fastened to deck as described below; Fastening Options:. GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" 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 #12 standard, #14 or # 15 Screws and 3" Drill -TecTM 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 —45 psf, See General Limitation #7) GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 5Z.5 psf, See General Limitation #7) GAFGLAS® #80ULTIMATM, RUBEROID® 20, RUBEROID® Mop Smooth, base sheet attached to deck with approved IA" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and:3" inverted Drill - TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 17 of 19 Ply Sheet: Cap Sheet: Surfacing: GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 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® PLY 4, #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. (Optional) One ply of GAFGLASe 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 lbs. /sq. 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 MatrixTM 103 Cold Process Adhesive applied at a rate of 3 galJsq. 2. GAFGLAS° Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbsJsq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. 4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM 322, TOPCOAT® MB +, TOPCOAT° Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote o 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 galJsq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening Above NOA No.: 09- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 18 of 19 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex PIyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'Aa" Dens DeckTM or 'V2" 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 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 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE MIAMI ' ' ECOUNTY APPROVED NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 TGFU.R1306 - Roofing Systems Page 2 of 55 The use of gypsum board under any of the following Class A, 8 or C systems does not adversely affect 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. The use of polystyrene insulation n board eJrosin and deck with rosin paper paper/polystyrene/polite) s a suitable for polylsocyanurate board in the following C ass A, B or C systems. 'EnergyGuard® RA" or "Tapered EnergyGuard® RA" or "EnergyGuard® Composite RA" may be substituted for any Atlas poiyisocyanurate Insulation In any of the following Classifications. Trumbull "Parma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Rooting Asphalt ". " GAfGLAS® *80 Premlum Base Sheet" may be used in any of the following systems. " GAFGLAS® Flex PIy 6" and "Trl-My® Ultra-Flexible Ply 6° are suitable alternates to " GAFGLAS® Ply 6 ". "GAFTEMP Permalte Recover Board" may be used in lieu of any periite 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 "Flreshield MB` at 2V2 to 3 -gal /100• R2. "Ruberoid® Dual Smooth" may be used as an alternate to "Ruberoid® Mop Smooth" or "Ruberold® 20" or "Ruberold® 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 "Ruberolde Mop" SBS products In any. applicable Classification. Class A Incline: 3 1.Oeeie C -15/32 Insulation (Optional): — One or more layers petite or wood fiber or glass fiber or polylsocYdnurate or urethane or PIylke/ee : Three or more plies Type G1 or "GAFGLASO Pcomposite l 4" or 'TrI PIy® Plyo4 i or " GAFGLAS© Ply 6" hot phenolic, mopped• any thickness. Ply Sheet: — Surfadnp: — Gravel. 2. Detkt C -15/32 Inclines 2 Insulation (Optional): — One or more layers perilte or wood fiber or glass fiber or polyisocyanurate or urethane or perlite /polylsocyanurate composite or perllte/urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Ply Sheet — Three or more plies Type GI or GAFGLAS® PIy 4" or "Tri -PIy€ PIy 4" or "GAFGLAS® Ply 6 "• Cap Shoot: —.One ply Type G3 " GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri•PIy® Mineral Surfaced Cap Sheet " "GAFGLAS® GAFGLAS® EnerOYCap'" "" BUR Mineral Surfaced Cap Sheet." 3. Deck: NC Insulation (Optional): — one or more layers periite, wood fiber, glass fiber, polyisocyenurate, urethane, perllte /polylsocyanurate composite,•perUte/urethane composite, wood fiber /polyisocyanurate composite, phenolic, 2 -in. maximum. Ply Sheet — Two or more piles Type G1 GAFGLAS® PIy 4 ", "i'ri -Ply® Ply 4" or "GAFGLAS® Ply 6 ". Cap Sheet One e mineral Type G3 "GAFap AS® Mineral Surfaced Cap Sheet" or'"frl -PIy® Mineral Surfaced Cap Sheet" or " GAFGLAS® EnergyCape" BUR 4. Deck: C -15/32 Incline: 1 Insulation (optional): — Any thickness perilte or wood fiber or glass fiber or polylsocyanurate mechanically fastened or adhered wit Slip Sheet (Optional)s — Red rosin paper, nailed to deck. h OMG Inc. "OlyBOnd Fastening System" or any UL Classified insulation adhesive. Base Sheet: — One ply Type G2 " GAFGLAS® 175 Base Sheet" or "Tri -Ply® 175 Base Sheet" (may be nailed). Ply Sheet — One or more piles Type G1 "GAFGLAS® Ply 4" or "Tri -PIy® Ply 4" or GAFGLASO Ply 6 ". Cap Sheet — One ply Type G3 " GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet" or *GAFGLAS® EnergyCap'" BUR Mineral Surfaced Cap Sheet." Surfacing (optional): — "TOPCOAT® EnergyCote"" applied at a rate of 2- ga1J100 -ft2. Incline: 2 5. Decks NC Incline: 3 http: / /database.ul.com /cgs- bin/XYV /template /LISEXT /11~RAME /showpal e,ht1T►I ?name =T... 2/23/211 12 L d 909000009L'oN/00 :eL'1$ /O1 :e1 ZLOZ $ AON(0141) 1910000 -0O0 ONO AddfS a- evudnin ILO»' IIIAPI DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA. 92618 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.aov /Hera 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 RER - 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. RER 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: Vanguard Roll Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 12- 0308.06 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12- 0904.06 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a system using Vanguard Roll Concrete Roof Tile, as manufactured Boral Roofing LLC in Pompano Beach, FL., and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Vanguard Roll Concrete L = 16 -1 /2" TAS 112 Low profile, interlocking, high pressure extruded Roof Tile W = 13" concrete roof tile equipped with one nail hole and ' /2" thick double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Trim Pieces TAS 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. 1= varies w = varies varying thickness 2. 1 PRODUCT DESCRIPTION 1. Pompano Beach, FL. 2.2 SUBMITTED EVIDENCE: Test Agency, Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Test Identifier 7161 -03 Appendix III 7161 -03 Appendix II P0402 94 -060B 94 -084 P0631 -01 Letter Dated Aug. 1, 1994 Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Wind Tunnel Testing PA 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 101 (Mortar Set) Wind Tunnel Testing PA 108 (Mortar Set) Wind Tunnel Testing PA 108 (Nail -On) Date Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 July 1994 Aug. 1994 NOA No.: 12- 0904.06 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 2 of 6 2.2 SUBMITTED EVIDENCE: Test Agency 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 Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineering Test Identifier Project No. 307025 Test #MDC -76 ❑ 25- 7183 -1 25- 7183 -2 25- 7214 -2 25- 7214 -6 528454 -2 -1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations TAS -112 Test Name/Report Wind Driven Rain PA 100 Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Aerodynamic Multipliers Two Patty Adhesive Set System 13343.1 Date Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 August 2007 March 1995 February 1996 April 1996 December 1996 October 2007 April 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. 3.3 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 Roofmg 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. NOA No.: 12- 0904.06 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 3 of 6 4. INSTALLATION 4.1 Vanguard Roll 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) Vanguard Roll Roof Tile 9.2 1.38 1.08 Table 2: Aerodynamic Multipliers - X (ft3) Tile X (ft3) X, (ft3) Profile Batten Application Direct Deck Application Vanguard Roll Roof Tile 0.266 0.289 Table 3: Restoring Moments due to Gravity - M9 (ft -Ibf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Vanguard Roll Roof Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.30 6.03 5.24 5.97 5.16 5.87 5.05 5.75 4.92 5.60 4.78 5.44 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Vanguard Roll Roof Tile 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 . #8 Screw 25.8 25.8 22.9 2 . #8 Screws 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 NOA No.: 12-0904.06 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 4 of 6 Tattle 6: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Vanguard Roll Roof Tile AdhesiveT 26.12 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 11.4 grams. 3M-r"" 2- Component Foam Roof Tile Adhesive AH -160 Average weight per patty 8 grams. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Profile Tile Application Minimum Attachment Resistance Vanguard Roll Roof Tile 3M11°' 2- Component Foam Roof Tile Adhesive AH -160 5 Tile -Tite Roof Tile Mortar. 86.613 3M'"' 2- Component Foam Roof Tile Adhesive AH -160 45.54 3 Large paddy placement of 54grams of 3M1M 2- Component Foam Roof Tile Adhesive AH -160. 4 Medium paddy placement of 24grams of 3M'"' 2- Component Foam Roof Tile Adhesive AH -160. Table 8: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Vanguard Roll Roof Tile Mortar Sets 20.60 5 Tile -Tite Roof Tile Mortar. 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 ". VANGUARD ROLL BORAL ROOFING LLC VANGUARD ROLL ROOF TILE (POMPANO BEACH, FL) (LOCATED ON UNDERSIDE OF TILE) NOA No.: 12- 0904.06 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 5 of 6 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. PROFILE DRAWINGS VANGUARD ROLL ROOF TILE (POMPANO BEACH, FL) END OF THIS ACCEPTANCE NOA No.: 12- 0904.06 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 6 of 6 MIAH DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 3M Company 3M Center Building 0220- 05 -E -06 St. Paul, MN. 55144 -1000 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 /sera 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 PERA - 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. PERA 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: 3MTM 2- Component Foam Roof Tile Adhesive A11-160 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 and revises NOA# 11- 0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. APPROVED NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves 3MTM 2- Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company 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 2- Component Foam Roof Tile Adhesive 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 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 Foam Dispenser RTF 1000 ProPack® 30 & 100 Dimensions Test Specifications TAS 101 N/A N/A N/A Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2- Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs. /ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 2 of 7 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. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories 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. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 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 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 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'— MS F 12� —W NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05 /10/12 Page 3 of 7 INSTALLATION: 1. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 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 3MTM 2- Component Foam Roof Tile Adhesive AH -160 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. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 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. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 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 3MTM 2- Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 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 NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 4 of 7 LABELING: All 3MTM 2-Component Foam Roof Tile Adhesive AH-160 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. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nall through plastic cemeWnt 2 1 Esc. ftc. Underlayment 10 In. Paddy (Beneath Tile) Eave course only: Keep adhesive approx. 4 In. up from weepholes Optional 214s for 1) Place enough atlimelve to achieve 17 to 23 steep pito applications square inches in contact vffth the pan tile 2) Tom covers upside down. Place adhesive 112 tn\ To 1 h. From outside edge of cover file. Then Install the tile. Underlayment Fascia Weephole Eave closure UP edge Ned through plastic cement % Remo top portion of the eave course cover Ile. Abut to second cone of pan Vas. Ensure eave mid of pan anti cover dies are flush at eave lima. Eave closure (mortar shoes) Weephole Fascia Sheathing Optional Point-up Mortar on longitudinal edges of We NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 Nall through plastic cement ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Paddy (Beneath Tile) Eave Closure Nall through plastic cement 71n. 4 21n. i Underlayment l Paddy (Beneath Tile) `. Eave Course Fascia Weephole Eave closure Drip edge Nail through plastic cement Underlayment Paddy (Beneath tile) Eave Course Fascia NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement Paddy (between tile) Paddy (under tile) 4in. x 3 in. Single paddy on under- layment Single paddy under tile Single paddy on top of tile Eave course In, X 7 in. medium size paddy eave Fascia course only Nall through plastic cement Nail through plastic cement Underlayment Single paddy under tile Single paddy between tile 2 in. x 7 in. medium size paddy eave course only ta, re- 3 in.x 3 in. 41n. Single paddy on under- layment Single paddy on top of tile Eave Course Fascia Weephole Eave closure Drip edge Single paddy between the 3 in. Single paddy on underlayment Single paddy on top of tile Eave Course Eave Closure 2 in. x 7 in. median size paddy eave course only Fascia END OF THIS ACCEPTANCE NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7