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RF-13-1001Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 194411 Scheduled Inspection Date: July 31, 2013 Inspector: Rodriguez, Jorge Owner: TIBBITT, DANIEL AND SERENA Job Address: 11 NE 110 Street Miami Shores, FL 33161 -7043 Project: <NONE> Permit Number: RF -5 -13 -1001 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1121360040300 Contractor: SKYLINE CONSTRUCTION & RESTORATION CORP Phone: (305)316 -0906 sumung Department comments RE ROOF TILE AND FLAT ROOF SYSTEM AND INSTALL NEW TILE AND FLAT ROOFS Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. INSPECTOR COMMENTS False Inspector Comments CREATED AS REINSPECTION FOR INSP- 191104. No ladder. NB July 30, 2013 For Inspections please call: (305)762 -4949 Page 9 of 31 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: 7/V/13 1 3 10050 NE 2nd Ave Miami Shores, Fl 3313,Q Re: Owner's Name: U4.1-ft 1 -40 Property Address: 11 Alf- II o f d 5K CGS``' sty,/I, S Roofing Permit Number: P-F- 5-° / 3 - I DO I Dear Buil ' g Official: d I °�'� " r certify that I am not required to retrofit the roof to wall connections of my building because: XThe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature State of Florida County of Dade Print Name The undersigned, being the first duly swom, deposes and says that Sworn to and subscribed before me this P -daya Notary Public, Sate of Florida at Large the owner for the above property mentioned. P A 4;Wk3 YQDALY LppIEj— MY Ct7MMISgK1N � EE21 � • When the just valuation of the structure for purpose of ad v taxation Vequal 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 applica ' m a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Miami -Dade My Home My Home Text only >s Report Homestead Fraud Property Appraiser Tax Estimator CUM Property Appraiser Tax comparison Portability S.O H. Calculator Summary Details: Folio No.: 11 -2136- 004 -0300 Property: 11 NE 110 ST Mailing DANIEL J TIBBITT ddress: SERENA K TIBBIT Beds /Baths: 11 NE 110 STREET MIAMI Floors: FL Living Units: 33161- Prooerty Information: Primary Zone: 1000 SGL FAMILY - 1 2012 2101 -2300 SQ CLUC: 0001 RESIDENTIAL - Building Value: SINGLE FAMILY Beds /Baths: /2 Floors: 1 Living Units: 1 d' Sq Footage: 1,902 Lot Size: 9,075 SQ FT Year Built: 1951 $100,931 COLLEGE HEIGHTS PB Legal 2-8 LOT 31 BLK 1 LOT Description: SIZE 75.000 X 121 OR 20148 -0855 12 20014 $100,931 OR 28484 -4843 0213 01 OSSP-SSment Infnrmatinre ear: 2013 1 2012 Land Value: $86,518 1$73,907 Building Value: $137,850 $149,778 Market Value: $224,368 1$223,68E Assessed Value: $153,496 1$150,931 Exemption Information: ear: 1 2013 2012 Homestead: 1 $25,000 $25,000 2nd Homestead: I YES I YES Taxable Value Information: Year: 2013 2012 Applied Applied Taxing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $50,0001 $50,0001 $103,496 $100,931 County: $50,000/ $50,000/ $103,496 $100,931 City: $50,000/ $50,000/ $103,496 $100,931 School Board: $25,000/ $25,000/ $128,496 $125,931 Sale Information: Sale Date: 2/2013 Sale Amount: 220,000 c. - 1— .•ono, ,ono Page 1 of 2 Aerial Photography - 2012 0 112 ft Web Site © 2002 Miami -Dade County. All rights reserved. http://gisims2.miamidade.gov/myhome/propmap.asp Legend Property Boundary Selected Property Street Highway Miami -Dade County Water 12 7/25/2013 Miami -Dade My Home Sales Sales qualified as a result Oualification' lofe..mination of the Description: deed View Additional Sales Additional Information: unity Development District unity Redevelopment Area ✓erment Zone rise Zone Land Use Development Boundary Valorem Assessments Page 2 of 2 http: / /gisims2. miamidade .gov /myhome /propmap.asp 7/25/2013 C I V I, L Reileh Engineering Corp. (Consulting Engineer) 2370 S.W. 123 Avenue Miami, Florida 33175 -1174 Tel: 305- 823 - 80081305- 397 -6414 I GINEER Fax: 305- 823 - 3300/305 - 884 -8834 Website: www.reilehengineering.com June 26, 2013 Skyline Construction Miami, Florida Project: ROOF TILE UPLIFT TEST REPORT Residential Home 11 Northeast 110 Street Miami Shores, Florida Information provided by client: Permit Number: Not Provided Date Completion: June 22, 2013 Roofing Contractor: Skyline Construction Project Number: 13 -0460 (Testing Laboratory Certificate # 11- 0715.04) Dear Sirs; In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No. 106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Double Roll Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. Based on our test results, we conclude that the installation of the roof tile at the above referenced project meets the test requirement outlined in the above- mentioned protocol. Attached please find a copy of our test report for your review. Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation e C�j /c7 Ivlamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home I I Northeast 110 Street Miami Shores, Florida Reileh Engineering Corporation -- Project Number - 13 -0460 — Page 2 of 5 Report of TILE UPLIFT TEST for Residential Home 11 Northeast 110 Street Miami Shores, Florida Project Number: 13 -0460 Test Number Test Load (lbf) Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass Reileh Engineering Corporation -- Project Number - 13 -0460 — Page 3 of 5 Test Number Test Load (lbf) Test Status 24 35 Pass 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass Reileh Engineering Corporation -- Project Number - 13 -0460 — Page 4 of 5 Test Number Test Load (lbf Test Status 52 35 Pass 53 35 Pass 54 35 Pass 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass 71 35 Pass Test 1 -16 Corner, 17 -27 Ridge Caps, 28 -39 Perimeter, 40 -71 Field Reileh Engineering Corporation -- Project Number - 13 -0460 — Page 5 of 5 12 II IR i 55 � 56 5R 71 ' 35 57 I 3R 58 70 32 � to I6 � I � 9 RZ' 52 53 66 59 69 31 50 � 51 47 R5 67 31 87 61 RS 62 R 66 b0 I 63 R2 2 k3 °A 40 RR 26 65 64 3 A 6 R Zg 29 5 52' 1 5f 111.E mf?Imm - 900 5F O Ma CAP 11;51' LOCA11ON FEW - 32 CORM - 80 5F y, L 1 -046 0 CORM\ G 16 P FIIVI S1 P15 ANC , a = 3' M N01�5 00� 111.E J 012a CAP - 11 COM AAA - -513' APPROX, kOff t5T LOCA11ON5 AMP PIW N51ON5 «� 1 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. IMS 1 ° �% �- TAX FOLIO NC./ 9 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of prope / 1 IV6 P10 $' _ .. as 2. Description of improve e J/; Jous ®J �a,� 7rit`vanw SP A ® /�� OR Bk 28625 Ps 4785p (fps) RECORDED 05. °1312013 11.24 =26 HARVEY RUVINP CLERK OF COURT MIAMI- -DADE COUNTYr FLORIDA LAST PAGE M WE M 3. Owner(s) n me and d res : s�01 a` 1'� Interest in property: Name and address of fee simple titleholder: 4. Contractor's nam and address: 5. Surety: (Payment bond required by ownerfrom contractor, if any) INERE6YCER77FYthatMis8true Name and Address: adam filed in Amount of bond $ �and 6. Lender's name and address: W NES m hand 7. Persons within the state of Florida designated by Owner upon whom notices or other do s ay be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: - 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) Signature of Owner Print Owner's Name 92 A4 4a i Prepared by Sworn to and subscrib4before„me this day of , 20 Notary Public: Print Notary's Nam . My commission expires: Address: l'- A 11 EXPIRES JWY 17.2018 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PRONE NUMBER: (305) 762.4949 BUILDING IN PERMIT APPLICATION Permit Type: BUILDING � � osmomomao ®_om� ®oam ®o FBC 20 10 Permit No. Master Permit No. ROOFING JOB ADDRESS: / O NE 11 City: Miami Shores ®®C//ounty: Miami Dade Zip: –33 ®� Folio/Parcel #: // – P / 3 (1 – 6) ® V- 0e) Is the Building Historically Designated: Yes NO N Flood Zone: OWNER: Name (Fee Simple City: Tenant/Ussee Name - Email: e✓"` q► %/ /� , al-e T ;C,�= 24'2°(i;I ��– Zip: ®6I Phone#: S, IF, jz /'-.Q :10 .'" CONTRACTOR: Company Name: ✓6 Address: City: �U[pw —State: -1 c--- Zip: Qualifier Name: /o nlq ly Lo d 2� Phone# :, State Certification or Registration #: 5 /_ 0 .,T / / /Ce�icattee of competency #: _ Contact Phone#: �!� Email Address: Y0`� J'�Y MZ40"s DESIGNER: Architect/Engineer: Phone #: ®1�®A ! ®r,. • e_D c� Value of Work for this Permit: $ �a / �® Dy Square/Linear Footage of Work: 0115,0 9 Type of Work: DAddition ❑Alteration ONew ;2epair/Replace ODe oliti Description of Work : pi !t„ 4z� ®S X -//,q 0 r le n �Ifm 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 $ f- "k 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 m¢ is �� The foregoing instrument was acknowledged before a this 0(a day of �l�/� ,20'3,by�an �( 17,Ul t day of m,r ,20l by ,.� T who is personally known to me or w{ig4w44woduccd` who is personally known to me or whQJasfedteed As identification and who did take an oath. NOTARY PUBLIC: APPROVED BY I °J Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06110/2009)(Revised 3/15/09) as identification and who did take an oath. NOTARY PUBLIC: Clerk 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: Property Roofing Permit Number. G'i.111 Dear Building �Official.�, / I .AAA^ �'► �� 11 certify that I am not required to retrofit the roof to wall connections of my building because: ❑ The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) �_a e/ -T<44111 Signature Print Name State of Florida County of Dade The undersigned, being the first duly swom, 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 • When the just valuation of the structure for SFBC. Then you must provide a buildhrg aI Revised on 5/21/2009 a YODALY L'PPEZ MY W& MISS ION 9 EE217378 valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 from a General Contractor for the Roof to Wall connection Hurricane Mitigation. ,Miam, Dade My Home C My Home Text Only N Prooertu Aonraiser Tax Estimator Propert • A +raiser Tax Cc�m pa r!S�rl Portability S.O.H. Calculator Summary Details: Folio No.: 11- 2136 - 004 -0310 Propert : 11 NE 110 ST Mailing DANIEL J TIBBITT ddress: SERENA K TIBBIT Beds /Baths: 11 NE 110 STREET MIAMI Floors: FL Living Units: 33161- Prnnarfv Infnrmnfinre Primary Zone: 1000 SGL FAMILY - 1 2011 101 -2300 SO CLUC: 0001 RESIDENTIAL - Building Value: SINGLE FAMILY Beds /Baths: /2 Floors: 1 Living Units: 1 dj Sq Footage: 11,902 Lot Size: 9,075 SO FT Year Built: 1951 $96,535 COLLEGE HEIGHTS PB Legal 2-8 LOT 31 BLK 1 LOT Description: SIZE 75.000 X 121 OR 20148 -0855 12 2001 4 $96,535 OR 28484 -4843 0213 01 Assessment Information: Year: 2012 1 2011 Land Value: $73,907 $82,118 Building Value: $149,778 $149,92 Market Value: $223,685 $232,038 Assessed Value: $150,931 $146,535 Exemption Information: ear: 2012 2011 Homestead: $25,000 $25,000 2nd Homestead: I YES I YES Taxahle Value Information: ear: 2012 2011 Applied Applied Taxing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $50,000/ $50,000/ $100,931 $96,535 County: $50,000/ $50,000/ $100,931 $96,535 City: $50,000/ $50,000/ $100,931 $96,535 School Board: $25,000/ $25,000/ $125,931 $121,535 Sale Information: Sale Date: 2/2013 Sale Amount: 1$220,000 Page 1 of 2 Aerial Photography - 2012 0 112 ft My Home I Property 9nformation I Property Taxes I My, Neighborhood I Property Appraiser Home I Usin Our Site I Phone D' €rectory 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 Wehmaster. Web Site © 2002 Miami -Dade County. All rights reserved. Legend Property 10 Boundary Selected Property Street Highway Miami -Dade County in Water 92 http: / /gisims2. miamidade .gov /myhome /propmap.asp 5/7/2013 ,Miami -Dade My Home (Sale O/R: 128484 -4849 ales ales qualified as a result ualification f examination of the [Description: eed View Additional Sales Additional Information: inity, Development District inity Redevelopment Area erment Zone Ise Zone Land Use )evelopment Boundary Valorem Assessments Page 2 of 2 http: / /gisims2. miamidade .gov /myhome /propmap.asp 5/7/2013 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES lilt A � U� ;y.o Florida Building Code Editlon 2007 yA q�/ v ��• .d High- Velocity Hurricane Zone Uniform Permit Application FoMJECT TO COMPLIANCE WITH ALL FEDERAL B't ----- m ® = ° ° ° °° Section A (General Information) L- STATE AND COl INTY RULES AND REGULATIONS Master Permit No. Process No. ! XF-4 001 Contractor's Name 4;�Y&l Svc l ' hS "f /u tit l /- S>0&AitoN Job Address � 1 A1� !IQ l�lCt/i �l 7 rD/ ROOF CATEGORY A Low Slope ❑ Mechanically Fastened Tile ❑ Asphaltic ❑ Metal Panel/Shingles Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE Et New Roof ❑ Reroofing ❑ Recovering ROOF SYSTEM INFORMATION j4_ Mortar/Adhesive Set Tile ❑ Wood Shingles /Shakes ❑ Repair Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) / 7 ®6 1050 'ff ❑ Maintenance A Section (Roof Plan) "` R J Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and ove . d Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones an a parapets. FLORIDA BUILDING CODE — BUILDING �N1IMG DEPT ' LOG DEPT r� l� yA q�/ v ��• .d High- Velocity Hurricane Zone Uniform Permit Application FoMJECT TO COMPLIANCE WITH ALL FEDERAL B't ----- m ® = ° ° ° °° Section A (General Information) L- STATE AND COl INTY RULES AND REGULATIONS Master Permit No. Process No. ! XF-4 001 Contractor's Name 4;�Y&l Svc l ' hS "f /u tit l /- S>0&AitoN Job Address � 1 A1� !IQ l�lCt/i �l 7 rD/ ROOF CATEGORY A Low Slope ❑ Mechanically Fastened Tile ❑ Asphaltic ❑ Metal Panel/Shingles Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE Et New Roof ❑ Reroofing ❑ Recovering ROOF SYSTEM INFORMATION j4_ Mortar/Adhesive Set Tile ❑ Wood Shingles /Shakes ❑ Repair Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) / 7 ®6 1050 'ff ❑ Maintenance A Section (Roof Plan) "` R J Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and ove . d Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones an a parapets. FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - velocity Hurricane Zone Uniform Permit Application Form Section C (Low Siope Application) Surfacing: All-A Fill In specific roof assembly-components and identify manufacturer Fastener Spacing for AnchodBase Sheet Attachment: (If a component Is not used, Identify as "NA ") System Manufacturer 914F )W,47e,7AIS 00R A Product Approval No.: 0-7 — 10 / q — e) Design Wind Pressures, From RAS 128 or Calculations: Pmax1: � Pmax2: Pmax3: l 7- 7 -1 Max. Design Pressure, from the specific Product Approval system: -- &0 Deck: Type:1.1T t3auge/Thickness• Slope: 112� AnchorBase Sheet & No. of Ply(s): AnchorBaseh oot FastenerBonding Material: Insulation Base Layer. __ I) % Base Insulation Size and Thickness: Base Insuotion Fastener/Bonding Material: Top Insulation Layer. Top Insulation Size and Thickness: t') I LA Top lnsuladl n XlenerBonding Material: I !— Base Sheet(s) & No. of Ply {s): %l 9 Base Sheet FastendI39 nding Material: I i 7 el /2-S X)A/ L. Ply Sheet(s) S No. of Ply(s): Z -ImLj 04.0 If Ply Sheet Fastener/Bonding Material: p r ASPHA t 7-YAU -zy Top Ply: (9,AF Top Pty Fastengr/Bonding� terlal• FLORIDA BUILDING CODE —BUILDING Field: " oc @ Lap, # Rows a @ L " oe Perimeter. " oc @ Lap, # Rows Z/ @ " oc Corner. oc @ Lap, # Rows �t @ " oc Number of Fasteners Per Insulation Board: Field Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit aGt1��1�, c did ewf- a%c P /yel(? t Mean Roof 3X3 6iq izA4V Height ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Roof System Manufacturer: )3U1RL /Z0�eA'K Notice of Acceptance Number: �,, ` o,7oq. p 6 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations )• : — -116. / P2• — r 4- P3. — Maximum Design Pressure (From the Product Approval Specific System): Deck Type: 1/ /1 Pd(JtJ® Type Underlayment: s--rm 'J�- 2-2-6 '?o Roof Slope: 12 Insulation: Fire Barrier: /) Ridge Ventilation? L/A Fastener Type & Spacing: / /-S A> c- 1/A?, Adhesive Type: f 4e O P6 �, f Type Cap Sheet: Mean Roof Height: // Roof Covering: oral h ' Q/ Type & Size Drip RLV 2-6 Edge: FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Pennit Application Form. Section F: Mlsa Calculations) ForMomentbased the systems, chooseeitherMethod I or2. Comparothevalues forKwith thovalnes from Mg fftheMfvaltm aregreaterthaa or equal to the Mr values, for each area of the roofs than the the attachment method is acceptable. �iMethod l Moment Based 7" Tile Calculations Per RAS 12 t (1'1 mayy' X sic �D�� =L. - Mgi E © 7�y= M�ri/yy/ � 06 p Preduct Approval Mf('7�vj^ • � (Py: l x b ° u� i = � 0!�- Mg � • �'e ^/� Product Approval mh/ -1 (P' e� �wr. ux A r = ✓� i �� Mg; <5 = Mr° / Product Approval Mf!LL3 Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below M _''- Product A q1Y '11 AKIL ulred Moment Resistance* Mean Roof Height -0 R-fWg I IV 20' 26' 30' 40' 4!12 30-4 221 ASA 37.2 9.12 29A 30-4 21.6 TPA 34-9 6,42 28A 29-6 29-4 32A *Must be used in conjunction with a list of moment based tide systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based We systems use Method 3. Compared the values for F with the values for Fr. If the F values are greater than or equal to the Fr values, for each area of the ro & then the We attachment method is acceptable. Method 3 Moment Based Tile Calculations Per RAS 127" (PI: x L = x w: = ^) - W: x cos t3 = Frl Product Approval I+ (PZ: x L = x W: = _) - W. x cos 0 = F¢ Product Approval F • v T — ar. —A Where to Obtain Information Description AMbol Where to find Dedo PI or P2 or P3 RAS 127 Table I or by an engineerina analysis tumiared by PE based on ASCE 7 MeenRooffleidit H Job Site Roofslooe 0 Job Site Aerodynamic M ' li x Product Aymoval Restoring Moat due to Gravitv Mg Product Approval Attachment Resistance M Product Awroval Rgaidued Moment Resi MR Calculated Minimum Rest men Resistan F' Approval Required Uplift Resistance Fr Calculated AvemeTile Wei W Product Atimoval Tile pensions L = length W =width Product Approval IAU calculations mast be submitted to the building official at the time of lication. FLORIDA BUILDING CODE — BUILDING EO SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES – REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. 07 Aesthetics- Workmanshlp: the workmanship provisions of Section R4402 are for the purpose of providing 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. — PT .. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In' buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing to be performed. 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. %J T Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. PT Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting whic n result in extending the service life of-the roof. r Owner /Agents Signature Date Contractor Si_ atu at Revised on 7/9/2009 LD BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTAN( GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 -I MIAMI -DA0E COUNTY, FLORIDA 19MO -DA* FLAGLER BUILDING 140 WEST FLAGLE6 STREET, SUITE 1603 MIAM , FLORIDA 33130 -1563 (305) 373-29 1 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 shaft not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (in Miami Dade County) and/or the AHD (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. DORA 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 desdnlvd 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 shalt 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 #lie- e*ration date - nay- be-displayed -in- advertising - literature: Ifany-portiorrof the-NOA-l&------- 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 7��gh 19. The submitted documentation was reviewed by Jorge L. Acebo. 11i0A No.: 07- 1219.09 t MA, c u nr R.xpitation Date: 11/04113 Approval Date: 03/20/08 Page 1 of 19 `,'r7Ff;MR AND CONDMIONS ON THE REVERSE SIDE ARE PART OF °i HAIR SALE ROOFING SYSTEM APPROVAL Categon -, Roofing ASTM D 2824 Fibered aluminum coating. 303 Premium Fibered Sub - Category: BUR Aluminum Roof Coating Deck Type: Wood LeakBusterTM MatrixTM 55 gallons limum Desien Pressure -75 psf Coating TRAD E NAMES OF PRODUCTS MANUFACTURED OR LABELED Le&BusterTM MatrixTM 55 gallons BY PLICANT: Select Asphalt Emulsion TABLE I Fibered 306 Pr duct DIM299M Test Smeclfication Product Desc tiou Leak Busteirm MatrixTM 3, 5, 55 gallons ASTM D 41 Asphalt concrete primer used to promote 307 Premium Asphalt ASTM D -3409 stabilizer and fibers. Permits adhesion to adhesion of asphalt in built-up roofing.. Primer wet and dry surfaces. RUBEROMP Modified GAF Mineral ShieldTM 60 & 100 lb. bags ASTM D 1863 Granules for surfacing of exposed asphalt, Granules cement cold process cement or emulsion. GAF Mineral ShieldTM Granules shall be used for 5 gallons ASTM D 4586 Asphalt flashing Cement flashing applications only. Leak BusterTM MatrixTM 5 gallons ASTM 1227 Surface coating for smooth surfaced roofs. 305 Fibered Asphalt GAFGLAS® #75 Emulsion ASTM D 4601 Asphalt impregnated and coated glass mat Leak BustoOm MatrixTM 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 303 Premium Fibered Aluminum Roof Coating LeakBusterTM MatrixTM 55 gallons Elastomeric roof coating. 322 Elastomeric Roof Coating Le&BusterTM MatrixTM 55 gallons Asphalt emulsion Fbered. Select Asphalt Emulsion Fibered 306 Leak BusterTM MatrixTM 1, 5 gallons ASTM D -4586 Refined asphalt blended with a mineral 204 Wet/Dry Roof ASTM D -3409 stabilizer and fibers. Permits adhesion to Cement wet and dry surfaces. RUBEROMP Modified 5 gallons ASTM D 4586 Fiber reinforced, polymer modified Flashing Bitumen Flashing cement Cement Le&BusterTM MatrixTM 5 gallons ASTM D 4586 Asphalt flashing Cement 201 Premium SBS Flashing Cement GAFGLAS® #75 39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat wide base sheet. APPROVED llTOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 2 of 19 ,i.�;i�?R�}� ,�lla�ff� �°_�E�IC�6°t�(IP��'c�� tfaGt,F. ',a e; _ ;'•. ^: ' °w �.:i!�' �;9tU� �f�� ®��E' P�� �'�9p� ��9 � • GAFGLAS�' STRATAVENT* EliminatorTm Perforated GAFGLASOD Flashing GAFGLAS* STRATAVENT* EliminatorTM Nailable RUBEROID® SBS Heat WeldTM Smooth RUBEROO SBS Heat- WeldTm Granule RUBEROIDP SBS Feat- WeldTM 170 FR RUBEROO SBS Heat- WeldTM PLUS RU13EROIEP SBS Beat- WeldTm PLUS FR RUBEROID® SBS bleat- WeldTM 25 RUBEROID® Modified Base Sheet APPROVED 39.37" (1 meter) ASTM D 4897 Fiberglass base sheet impregnated and Test Pr duct Pro du Dimensions specification Dest i tion GAFGLASO ##80 39.37" (1 meter) ASTM D4601 Asphalt impregnated and coated, fiberglass ULTIMATM Base Sheet wide D 3672 coated on both sides With asphalt. Surfaced base sheet on the bottom side with mineral granules GAFGLAS® 39.37' (1 meter) ASTM D 2178 Type VI asphalt imp grated glass felt with Flex PlyTm 6 wide surfaced. asphalt coating. GAFGLAS" Ply 4 39.37' (1 meter) ASTM D 2178 Type IV asphalt impregnated glass felt with GAFGLAS" Mineral wide 39.37" (1 meter) ASTM D 3909 asphalt coating. Asphalt coated, glass fiber mat cap sheet Surfaced Cap Sheet wide surfaced with mineral granules. GAFGLAS" 39.37" (1 meter) ASTM D 3909 Asphalt coated, glass fiber mat cap sheet EnergyCapTM Mineral wide surfaced with mineral granules with factory Surfaced Cap Sheet . applied layer of TOPCOAT*EnergyCoteTm. • GAFGLAS�' STRATAVENT* EliminatorTm Perforated GAFGLASOD Flashing GAFGLAS* STRATAVENT* EliminatorTM Nailable RUBEROID® SBS Heat WeldTM Smooth RUBEROO SBS Heat- WeldTm Granule RUBEROIDP SBS Feat- WeldTM 170 FR RUBEROO SBS Heat- WeldTM PLUS RU13EROIEP SBS Beat- WeldTm PLUS FR RUBEROID® SBS bleat- WeldTM 25 RUBEROID® Modified Base Sheet APPROVED 39.37" (1 meter) ASTM D 4897 Fiberglass base sheet impregnated and wide D 3672 coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Various Asphalt coated glass fiber mat flashing sheet available in three sizes. 39.37' (1 meter) ASTM D 4897 Fiberglass base sheet impregnated and wide D 3672 coated on both sides With asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. I meter (39.37°') ASTM D-6164 Non-Woven .Polyester mat coated with wide polymer - modified asphalt and smooth surfaced. 1 meter (39.3 T) ASTM D »6164 Non -Woven Polyester mat coated with wide polymer modified asphalt and surfaced with mineral granules. 1 meter (39.37') wide 1 meter (39.37') wide 1 meter (39.3 T') wide 1 meter (39.37'} wide ASTM D-6164 Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. ASTM D-6164 Non -Woven Polyester mat coated with Polymer modified asphalt and surfaced with mineral granules. ASTM D -6164 Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and _--surfaced-with-mineral, ASTM D -6164 Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. 39.37' (1 meter) ASTM D4601, Premium glass fiber reinforced SBS wide Type II, UL modified base sheet Type 02 BUR NOA No.: 07- 1219.09 Expiration Date; 11/04/13 Approval Date: 03)20/08 Page 3 of 19 Test Pr_ oduct Dimensions Specification Product sC 1 on RU13EROIDP 20 39.37" (1 meter) ASTM D 6163 SBS modified asphal� base sheet and wide ASTM D 5147 interply sheet reinfor4ee with a glass fiber RUBEROID® Mop 39.37" (1 meter) ASTM D 6222 mat. Non -woven polyester mat coated with Granule wide ASTM D 5147 polymer modified asphalt and surfaced with RUBEROIDP Mop Plus 39.3T'(1 meter) ASTM D 6222 mineral granules. Nan -woven polyester mat coated with (Granule) wide ASTM D 5147 polymer modified asphalt and surfaced with RUBEROIDP MOP 39.37" (1 meter) ASTM D 6164 mineral granules. Non -woven polyester mat coated with Smooth wide ASTM D 5147 polymer - modified asphalt and smooth RUBER.OV MOP 39.37" (1 meter) ASTM D 6164 surfaced. Non -Woven polyester mat coated with fire 170FR wide ASTM D 5147 retardant polymer modified asphalt and RUBEROIDO MOP FR 39.37" (1 meter) ASTM D 6164 surfaced with mineral granules. Non -Woven polyester mat coated with fire wide ASTM D 5147 retardant polymer modified asphalt and RUBEROID" TORCH 39.37" (1 meter) ASTM D 5147 surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt Smooth wide modified bitumen membrane, smooth RUBEROIDP TORCH 39.37" (1 meter) ASTM D 5147 surface. Asphalt impregnated, coated felt, surfaced Granule wide RUBEROIDP TORCH 39.37" (I meter) . ASTM D 6222 with mineral granule. Heavy duty, polyester reinforced, asphalt PLUS (Granule) wide ASTM D 5147 modified bitumen membrane, granule RUBEROIDP TORCH 39.37" (1 meter) ASTM D 6222 surface. Heavy duty, polyester reinforced, coated FR wide ASTM D 5147 with fire retardant asphalt modified bitumen RUBEROID0170FR 39.37" (1 meter) ASTM D 6222 membrane, granule surface. Heavy duty, polyester reinforced, coated TORCH Wide ASTM D 5147 with fire retardant asphalt modified bitumen RUBEROID®30 39.37" (1 meter) ASTM D 6163 membrane, granule surface. Non -woven fiberglass mat coated with wide ASTM D 5147 polymer modified asphalt and surfaced with RUBEROID" 30 FR 39.37" 0 meter) ASTM D 6163 Non-woven granules. Non -woven fiberglass mat coated with fire wide ASTM D 5147 retardant polymer modified asphalt and RUBEROID® 39.37"(I meter) ASTM D 6298 - - - - -- surfaced with mineral granules. Woven fiberglass mat coated with Polymer ULTRACLAD® Wide -� —�ST�D 51�ified as� It and surfaced with RUBEROID® Dual FR 3937" (1 meter) ASTM D 6164 aluminum, copper or stainless steel foil. Non -woven polyester 0nd fiberglass mat Wide ASTM D 5147 coated with file retardant, polymer modified Vent Stacks (metal and TAS 100(A) asphalt and surfaced with mineral granules. One way valve vent used to relieve built-up plastic) ASTM D 1929 pressure within the roof system. GAF Vent ASTM D 635 Stacks are available in metal or plastic. NOA No.: 07- 1219.09 i Expiration Date: 11/04/13 Approval Date: 03120/08 Page 4 of 19 kroduct Leak BusterTM MatrixTM 302 Non Fibered Aluminum Roof Coating GAF Built -Up Roofing Asphalt RUBEROID`s MOD Asphalt, Asphalt L & Asphalt P Leak BusterTM Matrigrm 602 Leak BusterTM MatrixTM 715 LeakBusterTM Matriem 531 WeatherCotew SeamCoteTM FireOutTM VersaShiele VersaShieie FB-1S VersaShiele FB 2S TOPCOAT'' FireShiele 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 BusterTM Matriem 103 Cold Process Adhesive APPROVED Ttst Product Dimensions Specification rg tion 5 gallons ASTM D2824, Non - fibered aluminim pigmented, asphalt Type I roof coating. 100 lb. cartons, ASTM D312, Interply mopping and surfacing asphalt. bulk Types 1, 11,111 and IV 60 lb. kegs SEBS modified asphalt. 5 gallons Surface coating for smooth surfaced and mineral surfaced roofs. 5 gallons Surface coating for smooth surfaced and mineral surfaced roofs. 2 gallons Surface coating for smooth surfaced and mineral surfaced roofs. 2, 5 gallons proprietary Elastomeric roofing membrane. . S. 55 gallons Low VOC, fire barrier coating. 350 sq ft. roll Non- Asphaltic Fiberglass -Based Underlayment. 350 sq ft. roll Non - Asphaltic Fiberglass -Based Underlayment. 350 sq ft. roll Non - Asphaltic Fiberglass -Based Underlayment. 5, 55 gallons ASTM D -412 Elastomeric roofing membrane ASTM D -21 -96 ASTM D1475 ASTM E -1644 5 gallons ASTM D3019 Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. 5 gallons ASTM D3019 Cold Applied Modified SEBS Asphalt Adhesive. 5 gallons ASTM D4586 Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. 5 gallons ASTM D4586 Standard Plastic Asphalt Roofing Cement 5 gallons ASTM D3019 Cold Applied Asphalt Adhesive. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/os Page S of 19 `; ""r MIER AND CON Gii'l0N.'R ON is 1'IVX REVS W�F SInE ARE PARR ®F ° HIs sAB_iF Product Test Dim -- erns Specification P oduct Do Motion Leak BusterTM MatrixTm 303 Fibered Aluminum 5 gallons ASTM D 2824 Fibered aluminum coating. Roof Coating Leak BusterTM MatrixTM 304 Non Fibered 5 gallons ASTM D2824, Nan -fbered alumin pigmented, asphalt Aluminum Roof Coating Type I roof coating. s APPROVED INSULATIONS: Product Name EnergyGuardTM RA, RN Composite A & N EnergyGuardTN Fiberboard EnergyGuardTM Permalite EnergyGuardTM GAFCANTm EnergyGuardTX 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 DecO, Dens Deck® Prime, Dens DecVDura GuardTM Structodek SecurockTM APPROVEDI Table 2 Product Description; Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite pprlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Manufacturer (With Current NQA) BMCA - ' GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. Tapered perlite board GAF Materials Corp. Perlite insulation board GAF Materials Corp. High density wood fiberboard insulation. GAF Materials Corp. 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 BMCA BMCA generic generic generic G -P Gypsum Corp Knight Celotex 1JS6 Corporation NOA No.: 07- 1219.09 ltx0fration Date: 11104!13 Approval Date: 03/20/08 Page 6 of 19 :' -inmn awn nmmneTanms. nN THP APPROVED FASTENERS: EVIDENCE, SUBMITTED: Manufacturer Dimensions 'With Current NOA) Various CIAF Materials Corp. Various GAF Materials Corp. Various GAF Materials Corp. 3" and 3 W GAF Materials Corp. 3" and 3 W OAF Materials Corp. 3" Square OAF Materials Corp. Test Agency Vest Identifier TABLE 3 Fastener Product Product Number Name Description 1. Drill TecTm #12 Standard, Insulation fastener and 414 and #15 extra Heavy Base Play fastener for 07.09.99 Duty Fastener, Heavy steel, wood & concrete 4470 -TAS 114 Duty Roofing Fastener decks. 2. Drill -TedTM ASAP Pre - assembled Dri31- 3029832 TecTM Fasteners and 05.11.07 PRI Asphalt Technologies, Inc. metal and plastic plates. 3. Drill- TecT+a #12 or #14 Base sheet fastening GAF - 020 -02 -01 Standard screws with assembly. IkT of S.. Fl. _ _ _ . _ —... _ _ AccuTrac Plate - -- . _ _ TAS-114— _.. 4. Drill-TecT 4 Galvalume Round Galvalume stress TAS 114 Plates plates. 5. Drill -TWU Round polypropylene Polypropylene Plates stress plates. 6. Drill -TecTM AccuTrac Square GalvalumcP Plate coated steel plate. EVIDENCE, SUBMITTED: Manufacturer Dimensions 'With Current NOA) Various CIAF Materials Corp. Various GAF Materials Corp. Various GAF Materials Corp. 3" and 3 W GAF Materials Corp. 3" and 3 W OAF Materials Corp. 3" Square OAF Materials Corp. Test Agency Vest Identifier Deseriggion Date Factory Mutual Research Corp. J.1.2B8A4.AM 4470 07.02.97 J.1.3B9Q1:AM 4470 01.08.98 J.I.ODOA8.AM 4470 07.09.99 7.I.ODIA8.AM 4470 -TAS 114 07.29.94 J.I.OY9Q5.AM 4470 - TAS 114 04.01.98 3029832 4470 - TAS 114 05.11.07 PRI Asphalt Technologies, Inc. GAF - 012 -02 -02 Physical Properties 11.06.01 GAF - 020 -02 -01 ASTM D 4977 02.01.02 IkT of S.. Fl. _ _ _ . _ —... _ _ - -- _ Q2-00 -- - -- . _ _ TAS-114— _.. .0 1.1842 - - 02 -014 TAS 114 03.22.02 IVOA No.: 07- 1219.09 MIAMt=ECONTY Expibration Date: 11/04/13 Approval Date: 03/20/08 Page 7 of 19 ;r 71EC' MS AND CONDITIONS ON THE REVERSE 69DE A—RE Aft.P-14 - %ALF Dock Type 1: Wood, Non - insulated Deck Description: 19/.x' or greater plywood or wood plank decks System Type .R: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShieleNon- Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS® #80 ULTiMATM Base Sheet, STR.ATAVENTO EliminatorTM Nailable, RUBEROV Modified Base Sheet, RUBEROV 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 P1yTM 6, GAFGLASP #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 fiiield. (Maximum Design Pressure —4S psf, See General Limitation #7) IAMM VDA 9c. J� O W� GAFGLAS(& Ply 4, GAFGLASO Flex PIyTM 6, GAFGLA$`e #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 -Teclu AccuTmc Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure - -45psf, See General Limitation #7) GAFGLAS® Flex PlyTM 6, GAFGLAS'o #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank :tails 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) GAFGLASP #80ULT1MATM, RUBEROIDP20, RUBEROIDs'Mop Smooth, base sheet attached to deck with approved 11/4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TeOw #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. 'l' eh of Ker rows are —fly 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 -Tedm 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. 03/2010$ Page 17 of 19 'n'Piu Q aIA n r-es9mn#T§nU-Q t` M " WI: QFVP'RCJa AMP JUMP Pang np 71411 CAB F GAFGLASO #75 Base Sheet or any of above Base sheet attached to deck with Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Dri 1 4e0'M steel plate or Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. One ro is in the 2" side lap. The other rows are equally spaced, approximately 9" o.c. n the field of the sheet (Max WUM Design Pressure — 75 Psf, See General Lbuitwlnn #7) My Sheet: One or more plies of GAFGLASO PLY 4, #80 ULTIMA# RUBEROMP 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. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS" EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. Surffacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROV 20 is top membrane) Install one of the following. 1. Gravel or slag applied at 400 lbs. /sq. and 300 IbsJsq. 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. GAFGLASO Mineral Surfaced Cap Sheet, GAFGLAS0 Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at A rate of 20 -40 lbs. /sq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. 4. Leak Bustefrm MatrixTM 715, Leak BusterTM MatrixTM 322, TOPCOATS' MB +, TOPCOATS' Fireshield Elastomeric Roofing Membrane, applied at I to 1.5 galJsq. 5. Leak Busteim MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOATS` Surface Seal, TOPCOA170 Fireshiele 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 §pecifications and applicable building Codes. Maximum Design Pressure: See Fastening Above APPROVED 44i i- Zvi. I Tim, 37M 111�� 11111111 NOA Noa 07- 1219.09 Expiration Date: 11104113 Approval Date: 03/20/08 Page 18 of 19 I WOOD DECK SYSTEM LIMITATIONS: � I A slip sheet is required with PIy 4 and Flex PlyTM 6 when used as a mechanical y fastened base or anchor sheet. 2. Minimum %a" Dens DeckTM or 1/2" Type X gypsum board is acceptable to be felled directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Ro frog Materials Directory for fire ratings of this product. • 2. Insulation maybe 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 121bsJsq. 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 2751bf 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 limitatio>a 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- pressor-- --I imitation - listed. -shall -he- applicable -to -all -roof- pressure- aones.(i e,- field; - -- - -- perimeters, and corners). Neither rational analysis, nor extrapolation shall be pertnitted 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 APPROVED NOA No.: 07- 1219.09 IRX ►Iration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 I 1 AWn r.nN 'A0T1nNR nN °1HF RFVFR .RF AMF ARF PART nF THOR RAi F Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA. 92618 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 CO Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 1 of 6 1, MIAMI -DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eovbera Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA. 92618 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 CO 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 -' /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 1= varies TAS 112 Accessory trim, concrete roof pieces for use at hips, w = varies rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. 2.1 PRODUCT DESCRIPTION 1. Pompano Beach, FL. 2.2 SUBMITTED EVIDENCE: Test Aaency Test Identifier Test Name/Revort Date Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III PA 102 & PA 102(A) Redland Technologies 7161 -03 Wind Tunnel Testing Dec. 1991 Appendix II PA 108 (Nail -On) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied 94 -060B Static Uplift Testing March, 1994 Engineering, Inc. PA 101 (Adhesive Set) The Center for Applied 94 -084 Static Uplift Testing May 1994 Engineering, Inc. PA 101 (Mortar Set) Redland Technologies P0631 -01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 PA 108 (Nail -On) 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 Test Identifier Test Name/Reyort Date The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC -76 ❑ PA 100 The Center for Applied 25- 7183 -1 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik -Drive Screws, Direct Deck) The Center for Applied 25- 7183 -2 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik -Drive Screws, Battens) The Center for Applied 25- 7214 -2 Static Uplift Testing March, 1995 Engineering, Inc. 25- 7214 -6 PA 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Celotex Corporation 528454 -2 -1 Static Uplift Testing Sep. 1998 Testing Services 520109 -2 PA 101 Dec. 1998 Walker Engineering, Inc. Calculations Aerodynamic Multiplier August 2007 Walker Engineering, Inc. Evaluation Calculations 25 -7183 March 1995 Walker Engineering, Inc. Evaluation Calculations 25 -7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7584 December 1996 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers October 2007 Walker Engineering, Inc. Evaluation Calculations Two Patty Adhesive Set System April 1999 Nutting Engineering TAS -112 13343.1 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 Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 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 (lbf) Length -I (ft) Width -w (ft) 1 Vanguard Roll Roof Tile 9.2 1.38 1.08 Table 2: Aerodynamic Multipliers - I (ft) Tile Profile X (ft) Batten Application (ft) Direct Deck Application ,Vanguard Roll Roof Tile 0.266 0.289 Table 3: Restoring Moments due to Gravity - M9 (ft -lbf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7':12" or greater Vanguard Roll Roof Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Baftensl Direct I Deck Battens Direct Deck Tile 5.30 6.03 5.24 5.97 5.16 5.87 5.05 5.75 4.92 1 5.60 4.78 5.44 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min. 19/32" plywood) Battens Vanguard Roll 2 -10d Ring Shank Nails 27.8 37.4 28.8 Roof Tile 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 48 Screw 25.8 25.8 22.9 2 48 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 M 1-GO NOA No.: 12- 0904.06 .. ® ® Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 4 of 6 Table 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 Adhesive'26.1 86.61 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 11.4 grams. 3MTm 2-Component Foam Roof Tile Adhesive AH -160 Average weight per patty 8 grams. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Vanguard Roll Roof Tile 3M 2- Component Foam Roof Tile Adhesive AH -160 86.61 3M 2- Component Foam Roof Tile Adhesive AH -160 45.5 3 Large paddy placement of 54 rams of 3M 2-Component Foam Roof Tile Adhesive AH -160. 4 Medium paddy placement of 24 rams of 3M 2 -Com onent Foam Roof Tile Adhesive AH -160. Table 8: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Vanguard Roll Roof Tile Mortar Set5 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 • • • ®o� 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 I I it ---� 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