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RF-16-1996 (2)Miami Shores Village Building Department 10050'N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ® ROOFING El PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS (� FBC 20 (-t �,C� Master Permit No Q, 3— iq t (G- [qq Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS X06 ADDRESS: 445 NE 94 ST, Miami Shores, FL 33138-2845 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3206-014-0520 Occupancy Type: Load: Is the Building Historically Designated: Yes Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder): DARREN OCKERT Address:445 NE 94 ST BFE: NO FFE: Phone#: 917.573.9022 City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Tri State Roofing and General Contractors LLC Address: 279 Truck and Trailer Way Phone#: 561.337.7718 City: West Palm Beach Qualifier Name: Oliver Fugmann State: FL Zip: 33413 Phone#: 561.337.7718 State Certification or Registration #: CCC1329105 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: Value of Work for this Permit: $ Type of Work: ❑ Addition Description of Work: cscr"r,, Gt ^ 6L(c7Q State: Zip: Square/Linear Footage of Work: _ vvCV ` ❑ (2kIteraon ❑New ❑ epair/Replace ❑Dem iti )c7 C) r5(6.(l ►. �,(jU(2. _ /e CA)crr a„ a , d i v4A Specify color of color thru Submittal Fee $ 573 •00 Permit Fee $3S0 GO CCF 2 (1a 6.0 Coicc $ Scanning Fee $ 9 • OZ)Radon Fee $ �• 2-� DBPR $ S • 2C Notary $ J • 00 Technology Fee $_ j 2 • e0 Training/Education Fee $ • 2-0 Double Fee $ Structural Reviews $ (Revised02/24/2014 Bond $Ci6 — 1 CO9 TOTAL FEE NOW DUEL ° • 0 1 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 OWNER or AGENT Signature The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _4_6_, by (G day (o�f� 20 by 'iy QQ jt\1 , who is personally known/ to �(1 2 �.t' "E� Jf (aN w o ' ersdonall)y known to me or who has produced �� `%'C- l� (�W identification and who did take an oath. NOTARY iUBLIC: Sig , Print: Seal: • *************** APPROVED BY. (Revised02/24/2014) =cet nye Notary Public State of Florida Sindia Alvarez '2 c. o` My Commission FF 156750 poor pt.OP Expires 09/03/2018 me or who has produced 't\- NOTARY ' identification and who did take an oath. NOTARY PUBLIC Sign: Print: Seal: l PoNotary Public State of Florida z° t.^ Sindia Alvarez . My Commission FF 156750 Expires 0 9/0 312 01 8 Plans Examit?er Structural Review 10, c. *. *. * ***** Zoning Clerk MiamiShoresilla e g 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: 1 f AA - 10050 3t/(10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: av vi, a iti,7---- Property Address: 1-J ,E:— ' --X1--; .4444it c• -G zvg4° Roofing Permit Number: Dear Building Official: I stein 0 cic.Q.d - certify that I am not required to retrofit the roof to wall connections of my buildin because: he just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. 0 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) .AU2r14 006€ Jr; Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this I 6 day ofvU`i, tee.. p°on Notary Panic State of Florida Sindia Alvarez of My Commission FF 156750 of c, Expires 09/03/2018 Notary Public, Sate of Florida at Large • 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 Wali connection Hurricane Mitigation. Revised on 5/2112009 Property Search Application - Miami -Dade County DROLGARO / MIAMIA Page 1 of 2 When buying real estate property, you should not assume that property taxes will remain the same. VVhenever there is a change in ownership, the assessed value of the property may IMPORTANT reset to full market value, which could result in higher property taxes. Please use our Tax Estimator to approximate your new property taxes. MESSAGE The Property Appraiser does not send tax bills and does not set or collect taxes. Please visit the Tax Collectors website directly for additional information. Address Owner Name Subdivision Name Folio SEARCH: 445 NE 94th st PROPERTY INFORMATION 0 Folio: 11-3206-014-0520 Sub-DIvialon: MIAMI SHORES SEC 2 Property Address 445 NE 94 ST Miami Shores, FL 33138-2845 Owner ARMANDO E ORTIZ DARREN OCKERT Mailing Address 445 NE 94 ST MIAMI SHORES, FL 33138-2845 Primary Zone 1100 SGL FAMILY - 2301-2500 SO Primary Land Use 0101 RESIDENTIAL- SINGLE FAMILY 1 UNIT Beds/Baths/Half 3/2/0 Floors Living Units Actual Area 2,307 Sq.Ft Living Area 1,827 Sq.Ft Adjusted Area 2,061 Sq.Ft Lot Size 12.900 Sq. Ft Year Built 1954 Featured Online Tools Comparable Sales Glossary Non -Ad Valorem Assessments PA Additional Online Tools Property Record Cards Properly Search Help Property Taxes Report Discrepancies Report Homestead Fraud Tax Comparison Tax Estimator TRIM Notice Value Adjustment Board ASSESSMENT INFORMATION 0 Year Land Value Building Value Extra Feature Value Market Value Assessed Value TAXABLE VALUE INFORMATION 0 COUNTY Exemption Value Taxable Value SCHOOL BOARD Exemption Value Taxable Value CITY Exemption Value Taxable Value REGIONAL Exemption Value Taxable Value 2016 2015 2014 03 8309,947 $270,573 0143,446 5139,736 536,416 924.096 524,375 5501,924 $477,489 0434,684 $370,835 •..•. 5368.258 5365,336 2016 2015 2014 850,000 $50,000 050,000 9320.835 8318.258 9315,336 025,000 825.000 825,000 0345.835 9343.258 0340,336 $50.000 050.000 850,000 0320.835 8318,258 9315,336 550,000 050.000 0320.835 8318,258 050,000 8315,336 BENEFITS INFORMATION 0 Benefit Type 2016 2015 2014 Save Our Homes Cap Assessment Reduction 5131,089 $109,231 $69,348 Homestead Exemption $25,000 $25.000 525.000 Second Homestead Exemption 025,100 025,000 525.000 Note: Not all benefits are applicable to all Taxable Values (i. e. County, School Board, City, Regional). FULL LEGAL DESCRIPTION 0 MIAMI SHORES SEC 2 PB 10-37 LOTS 20 & 21 BLK 52 LOT SIZE 100.000 X 129 OR 13571-1119 0288 1 http://www.miamidade.gov/propertysearch/ 7/16/2016 Property Search Application - Miami -Dade County Page 2 of 2 ' SALES INFORMATION 0 Previous Sale Price OR Book -Page 000118ca80n Description Previous Owner 1 02/102015 9100 29499-3870 Corrective, tax or OCD; min consideration ARMANDO E ORTIZ 03/252010 9405.000 27250-3044 oual by exam of deed MICHAEL JOHNSON 8WALVENA 02/01/1988 9113,000 13571-1119 Sales which are qualified 06/01/1979 985,000 104402118 Sales which are qualified For more information about the Department of Revenue's Sales Qualification Codes. 2016 2015 2014 LAND INFORMATION 0 Land Use Muni Zone GENERAL R.20 BUILDING INFORMATION 0 Building Number . Building Sketches Available! EXTRA FEATURES 0 Description Wood Fence Path - Brick, Tile, Flagstone Pool6' res BETTER 3.8' dpth, the 250-649 sf Whirlpool -Attached to Pool (whirlpool area only) Chain-link Fence 4-5 ft high Patio - Terrazzo, Pebble ADDITIONAL INFORMATION Sub Area 1 PA Zone 1100 - SGL FAMILY - 2301-2500 SG Year Bulk 1954 Actual Sq.Ft. 2,307 Unit Type Units Cale Value Front Ft. 10000 9322,062 Living Sq.Ft. AdJ Sq.Ft. Calc Value 1.827 2,061 9143.446 Year Built Units Cale Value 2000 30 9418 2000 500 94,675 2000 1 525,500 2000 25 92,975 1983 350 92,450 1954 102 9398 ' The information listed below is not derived from the Properly Appraiser's Office records. k is provided for convenience and is derived from other govemmeni agencies. LAND USE AND RESTRICTIONS Community Development District: NONE Empowerment Zone: NONE Urban Development: INSIDE URBAN DEVELOPMENT BOUNDARY Existing Land Use: 10 - SINGLE-FAMILY. MED. -DENSITY (2-5 DU/GROSS ACRE). Government Agencies and Community Services Community Redevelopment Area: NONE Enterprise Zone: NONE Zoning Code: R20 - OTHER GOVERNMENTAL JURISDICTIONS Business Incentives Florida Department Of Revenue School Board Childrens Trust Florida Inland Navigation District South Florida Water Mgmt District City of Miami Shores PA Bulletin Board Tax Collector Environmental Considerations Non -Ad Valorem Assessments The Once of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hkp:/Avww.mamidade.gov/info/disGeimerAsp For inquiries and suggestions email us at http:/Avww.miamidade.gov/PAPortal/ContactForm/ContactFormMain.aspx. Version 2.0.3 EXEMPTIONS 6 BENEFITS REAL ESTATE TANGIBLE PERSONAL PUBLIC RECORDS ONLINE TOOLS TAX ROLL ADMINISTRATION PROPERTY Deployed Military 40 Yr Building Appealing your Assessment Address Blocking Property Search Re -Certification Disability Exemptions Assessment Information Change of Name Property Sales Appealing Your Assessment Search Homestead Change of Address Tax Estimator Defective Drywall Exemptions Institutional Change of Ownership 8 Tale Tax Comparison Folio Numbers Extension Requests Senior Ck¢ens Declaration of Condominium Homestead Exemption and Mortgage Fraud Filing Returns Portability More > More > More > More > http://www.miamidade.gov/propertysearch/ Appealing your Assessment Reports More > More > Horne Privacy Statement Disclaimer About U5 ADA Notice Contact Us ® 2014 Miami -Dade County. All rights reserved. 7/16/2016 Property Search Application - Miami -Dade County Page 1 of 2 When buying real estate property, you should not assume that property taxes will remain the same. Whenever there is a change in ownership, the assessed value of the property may IMPORTANT reset to full market value, which could result in higher property taxes. Please use our Tax Estimator to approximate your new property taxes. MESSAGE The Property Appraiser does not send tax bills and does not set or collect taxes. Please visit the Tax Collector's website directly for additional information. Address Owner Name Subdivision Name Folio SEARCH: 445 NE 94th st PROPERTY INFORMATION 0 Folio: 11-3206-014-0520 Sub -Division: MIAMI SHORES SEC 2 PropenyAddress 445 NE 94 ST Miami Shores, FL 33138-2845 Owner ARMANDO E ORTIZ DARREN OCKERT Mailing Address 445 NE 94 ST MIAMI SHORES. FL 33138-2845 Primary Zone 1100 SGL FAMILY - 2301-2500 50 Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds l Baths (Half 3/2/0 Floors Living Units Actual Area 2,307 $qft Living Area 1,827 Sq.FI Adjusted Area 2,061 Sq.P1 Lot Size 12.900 Sq.Ft Year Bulk 1954 Featured Online Tools 0000 Comparable Sales Glossary Non -Ad Valorem Assessments PA Additional Online Tools Property Record Cards Property Search Help Property Taxes Report Discrepancies Report Homestead Fraud Tax Comparison Tax Estimator TRIM Notice Value Adjustment Board ASSESSMENT INFORMATION 0 Year 2016 2015 2014 Land Value $322,062 9309.947 5270,573 Building Value $143,446 5143,446 0139,736 Extra Feature Value $36416 $24,096 024,375 Market Value 0501 924 $477.489 0434,684 Assessed Value 5370 835 $368258 6365,336 TAXABLE VALUE INFORMATION 0 2016 2015 2014 COUNTY Exemption Value 050,000 050,000 050.000 Taxable -Value 0320,835 0318,258 9315,336 SCHOOL BOARD Exemption Value 525.000 025,000 525,000 Taxable Value 0345.835 6343,256 9340,336 CITY Exemption Value $50.000 950,380 050,000 Taxable Value 0320,835 0318,250 5315,336 REGIONAL Exemption Value 050,000 $50,000 050,000 Taxable Value 5320,835 9318,258 0315,336 BENEFITS INFORMATION 0 Benefit Type 2016 2015 2014 Save Our Homes Cap Assessment Reduction 5131,089 9109,231 069,348 Homestead Exemption 525,000 525,1100 $25,000 second Homestead Exemption 525,000 025,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). FULL LEGAL DESCRIPTION 0 MIAMI SHORES SEC 2 PB 10-37 LOTS 20 8 21 BLK 52 LOT SIZE 100.000 X 129 OR 13571-1119 0288 1 http://www.miamidade.gov/propertysearch/ 7/16/2016 'Property Search Application - Miami -Dade County Page 2 of 2 SALES INFORMATION 0 Previous Sale Price OR Book -Page Qualification Description Previous Owner 1 02/10/2015 8100 29499-3870 Corrective, tax or OCD: min consideration ARMANDO E ORTIZ 03/25/2010 8405,000 27250-3044 Oual by exam of deed MICHAEL JOHNSON 8WALVENA 02/01/1988 1113,000 13571-1119 Sales which are qualified 06/01/1979 885,000 10440-2118 Sales which are qualified For more information about the Department of Revenue's Sales Qualification Codes. 2016 2015 2014 LAND INFORMATION 0 Land Use GENERAL Muni Zone PA Zone Unit Type R-20 1100 - SGL FAMILY - 2301-2500 00 Front Ft. BUILDING INFORMATION 0 Building Number Building Sketches Available! EXTRA FEATURES 0 Description Wood Fence Patio - Brick, Tile. Flagstone Pool6' res BETTER 38' dpih, file 250-649 sf Whirlpool - Attached to Pool (whirlpool area only) Chain-link Fence 4-5 8 high Patio - Terrazzo, Pebble ADDITIONAL INFORMATION Units 100.00 Calc Value 5322,062 Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sg.Ft. Calc Value 1 1954 2.307 1,827 2,061 8143,446 Year Built Units Calc Value 2000 30 8418 2000 500 54,675 2000 1 825,500 2000 25 62,975 1983 350 12,450 1954 102 5398 - The information listed below H not derived from the Property Appraisers OR records. It is provided for convenience and is derived from other government agencies. LAND USE AND RESTRICTIONS Community Development District: NONE Empowerment Zona: NONE Urban Development: INSIDE URBAN DEVELOPMENT BOUNDARY Existing Land Use: 10 - SINGLE-FAMILY. MED - DENSITY (2-5 DU/GROSS ACRE). OTHER GOVERNMENTAL JURISDICTIONS Business Incentives CNldrens Trust Florida Department Of Revenue Florida Inland Navigation District School Board South Florida Water Mgmt District Community Redevelopment Area: NONE Enterprise Zone: NONE Zoning Code: Govemment Agencies and Community Services R20 - City of Miami Shores PA Bulletin Board Tax Collector Environmental Considerations Non -Ad Valorem Assessments The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no lability, see lull disclaimer and User Agreement at hdp:/Avww.miamidade.gov/info/discbimer.asp For inquiries and suggestions email us at hdp-../Avww.miamidade gov/PAPortal/ContactForm/ContaclFormMain.aspx. Version: 2 c EXEMPTIONS b BENEFITS REAL ESTATE TANGIBLE PERSONAL PUBLIC RECORDS ONLINE TOOLS TAX ROLL ADMINISTRATION PROPERTY Deployed Military 40 Yr Building Appealing your Assessment Address Blocking Property Search Re -Certification Disability Exemptions Assessment Information Change of Name Property Sales Appealing Your Assessment Search Homestead Change of Address Tax Estimator Defective Drywall Exemptions Institutional Change of Ownership 8 Title Tax Comparison Folio Numbers Extension Requests Senior Citizens Declaration of Condominium Homestead Exemption and Mortgage Fraud Filing Returns Portability More > More > More > More > http://www.miamidade.gov/propertysearch/ } More> Appealing your Assessment Reports Home Privacy Statement Disclaimer About s ADA Notice Contact Us /0 2014 Miami -Dade County. All rights reserved. More> 7/16/2016 RECET' JUi 18 BY: :� A ROOF ASSEMBLIES AND ROOF'.O.PATRUCTURES Florida Building Code 5th Edition (2014) • • • • . .. . . High -Velocity Hurricane Zone Uniform' Permit Application•• Fgi .. -r�� Section A (General Information) r Master Permit No. eel 6 ` 19 Fig Process No. . . .. .. ... • • . .. . . .. ..• . . • �,% . Contractor's Name` J Lt< J��Z-`K' �.�l1 : GOI.c' �i�CC�Yh�L . . .... • • 1.' Job Address T. 61V114 .rkee /t04,,,„• ',g • • • •• ....y. . 1. .... . ....D.' .1 . ....1., ❑ Low Slope ❑ Asphaltic Shingles Iit/New roof 0 Repair ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE 0 Maintenance Mortar/Adhesive Set Tiles 0 Wood Shingles/Shakes Reroofing 0 Recovering ROOF SYSTEM INFORMATION /. Low Slope Roof Area (SF) Steep Sloped Roof AREA (SSF)-T S Total (SF) .000 1 1 1 1 1 1 1 1 1 1 Section B (Roof Plan) 1 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimen- 1 sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 1 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezcr Palacio on Jun 8, 2015 10:32:12 AM pursuant to license Agreement. No further reproductions authorized. INTERNATIONAL CODE COUNCIL' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 ?016 Loy— Miami :.ho 'es Vill age DAT it ZJNING DEPT +r i (''. II 1 1 CT TO 4;OM 'LIANCE WI l H AI L H :01,11r<L i; P:[ 1 i A1:al) CI)UN FY [ ULF3 Al''D R =GL,_AT`ON' FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezcr Palacio on Jun 8, 2015 10:32:12 AM pursuant to license Agreement. No further reproductions authorized. INTERNATIONAL CODE COUNCIL' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 1 a 1 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES ••• • • • • • •••• • • • • •• • ••• • • • • • •• Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. • • •••• • • • • • •••• • 1 Section C (Low Slope Application) Top Ply Fastener/Bonding Material;.'. 1 Fill in specific roof assembly components and identify I manufacturer 1 (If a component is not used, identify as "NA") 1 1 System Manufacturer: Product Approval No.: 1 Design Wind Pressures, From RAS 128 or Calculations: 1 P1: P2: P3: Max. Design Pressure, from the specific product I approval system: 1 1 1 1 1 1 1 Deck: Type: Gauge/Thickness: Slope: Anchor/Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener/Bonding Material: 1 1 Insulation Base Layer: 1 I Base Insulation Size and Thickness: 1 Base Insulation Fastener/Bonding Material: 1 1 Top Insulation Layer: Top Insulation Size and Thickness: I Top Insulation Fastener/Bonding Ma -rial: Base Sheet(s) & No. of Ply(s): 1 1 Base Sheet Fastener/Bonding-aterial: 1 1 Ply Sheet(s) & No. of Ply(s): I Ply Sheet Fastener/Bondin• Material: 1 i Top Ply: 15.38 INTERNATIONAL CODE COUNCIL' •• • • • • •• • Surfacing: • • • • • Fastener Spacing for Anchor/:: se:Sheet Attachment: •• • •••• • • • Field: " oc @ Lap, # - .ws oc • • • Perimeter: " Comer: " ap, # Rows = @ " oc Lap, # Rows @ __" oc Number of Fa- eners Per Insulation Board: Field Perimeter Comer Must : Components Noted and Details as Applicable: Woo blocking, Gutter, Edge Termination, Stripping, Flashing, Coinuous Cleat, Cant Strip, Base Flashing, Counterflashing, C.ping, Etc. ndicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. FT. Parapet Height F Mean Roof Height • • 1 1• 1• 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FLORIDA BUILDING CODE — BUILDING, 5111 EDITION (2014) t Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED): accessed by Eticzcr Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. •• • • ROOF ASSEMBLIES AND ROOFTA TRUCTURES • • •••• • • • • •• • ••• Florida Building Code 5th Edition (2014) • • •r • • • • High -Velocity Hurricane Zone Uniform Permit Application Form :1....: .... .1 . • Section D (Steep Sloped Roof System) Roof System Manufacturer: 3 t94, -4i( Notice of Acceptance Number: /2-0 722. 03 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: /S P1: / P1: —lc/ Deck Type: Roof Slope: : 121 Ridge Ventilation? •••• • • •• .• •• • • • • •• • • • •• • • • • • • • •• • •••• • Type Underlayment: Insulation:' Fire Barrier: L Mean Roof Height: Fastener Type & Spacing: Adhesive Type: Type Cap Sheet: Roof Covering: .1.:..° .1 1 •. • 11 1 1 1 1 1 1 1 1 1 ,1144 11 Type & Size Drip Edge: FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.39 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezcr Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. INTERNATIONAL CODE COUNCIL- ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) 1 1 High -Velocity Hurricane Zone Uniform Permit Application Form. • 1 • • •. •••• • • •• • • • • •••• • • • • •• • ••• • • • • • • • • 1 •• • Section E (Tice Calculations) • ••• •• ••• • For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the valt.4SflpttjM1. If the Mtvalues are greater than or equal to the M, values, for each area of the roof, then the tile attachment method *exceptable. • • 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 `Must be 1 Appeals. • • • • •' • • • • • • Method 1 "Moment Based Tile Calculations Per RAS 127"• • .• • • • • • • • (P1: x X _ ) - Mg: = M„ Product Approval Mt • •• '• • (P2: x? = _) - Mg: = M,2 Product Approval M, (P3: x? - = ) - Mg: = Mr, Product Approval Mt Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below )r Lk Product Approval M, 1, M, required Moment Resistance' Mean Roof Height Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 ' 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 3(71, 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 ' 32.4 7:12 • 24.4 25.9 27.1 28.2 30.0 used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and 1 For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or I equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. 1 1 (P1: x L 1 (P2: x L 1 (P3: x L 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 • Method 3 "Uplift Based Tile Calculations Per RAS 127" _ x w: = ) - W: x cos 0 = Frt Product Approval F' = x w: _ ) - W: x cos 0 = F„ Product Approval F' = x w: = ) - W: x cos 0 = F„ Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier X Product Approval Restoring Moment due to Gravity M9 Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance M Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. 15.40 INTERNATIONAL CODE COUNCIL FLORIDA BUILDING CODE - BUILDING, Sth EDITION (2014) Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Elicccr Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. • • ...• • • •• • • ••• •• • • • •• • • • • .... SECTION 1524 •••••• • HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICAIIONTOR ROORING CONSIDERATIONS • • • • • 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractorio ehov+de the ownej with the required roofing permit, and to explain to the owner the content of the section. The provisions of aej Lien 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. The owner's initial in the designated space indicates that the item has been explained. 2. 4. 6. 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). 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. 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 an x-4413. Owner/Agent's Signature 7-18-16 Date &4- el/;: °74-14Sr /Vl:cam.; ` FL 3388 Property Address Revised on 7/9/2009 LD;07/01/2015; Contractor Signatu Date Permit Number . • MIAMI. DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Bora! Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA'92618 • • • • •• •.• • •• • • •• • ••• • • M1AM I-DAD1F}COUN • • • PROOLGT CONTROL SECTION • ..1.105 SW 26 Street Room 2Qo • • • i ' i•IGtiami,F:&fti 33175-24;i••• T.(Jw345-2590 E‘780 315-252i, • ••••Aw.miii itidde'.eov/nes4•••• • • • • • • • •• • • • • • • • •. • • •••• • • • •• • • 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: Saxony 900 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 andlhere 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#07-0711.03 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. MIAMIDADE COUNTY APPROVED NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Sub -Category: Material: Deck Type: 1. SCOPE Roofing Roofing Tiles Concrete Wood •..• • • • •••• • • • •• • •.• • • . •. • • •••• • • • • .... •. • • • • . . •• .. •. • • • • • • • • . • • • • • • • • • • •t • • This NOA approves a system using Saxony 900 (Shake, Slate & Split Shape) Ctoncreteltdq, Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described this Nofite 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 Saxony 900 1 = 17" TAS 112 Flat profile, interlocking, high - w = 13" pressure extruded concrete roof tile 1-5/32" thick Slate equipped with two nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. Trim Pieces TAS -112 Accessory trim, boosted Barcelona, 1-9/32" thick Shake & Split Shake Length: varies Width: varies varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales, FL. 2.2 SUBMITTED EVIDENCE: Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. MIAMI•DADE COUNTY APPROVED Test Identifier 7161-03 Appendix III 94-084 94-060A concrete roof pieces for use at hips, rakes, ridges and valley terminations manufactured for each tile profile. Test Name/Report Date Static Uplift Testing TAS 102 & TAS 102(A) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 101 (Adhesive Set) Dec. 1991 May 1994 March, 1994 NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 2 of 8 The Center for Applied 25-7183-6 Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. MIAMI•DADE COUNTY APPROVED 25-7183.-5 25-7214-1 25-7214-5 7161-03 Appendix II Letter Dated Aug. 1, 1994 P0631-01 P0402 Project No. 307025 Test #MDC -77 R1.894 R2.894 R3.894 520109-1 520111-4 520191-1 Evaluation Calculations Evaluation Calculations Evaluation Calculations Static Uplift Testing Feb. 1995 TAS 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing Feb. 1995 TAS 102 (2 Quik -Drive Screws, Battens) • Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing Dec. 1991 TAS 108 (Nail -On) Wind Tunnel Testing Aug. 1994 TAS 108 (Nail -On) Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Wind Driven Rain Oct. 1994 TAS 100 Physical Properties { Aug. 1994 TAS 112 March, 1995 March, 1995 • • Static Uplift Testing • • :Dec. 1998 .. • • • • ••.. TAS 101 Static Uplift Testing TAS 101 25-7094 25-7496 25-7584 25-7804b-8 25-7804-4 & 5 25-7848-6 • ... • March••1999� ..••• . •••• . •• • '':' tebruary.l09190 ••April:996:. • • • • • December•1496 NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 3 of 8 Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineers Evaluation 25-7183 Calculations Evaluation Aerodynamic Multipliers Calculations Calculations Two Patty Adhesive Set System Evaluation Restoring Moments Due to Calculations Gravity 130 TAS 112 March 1995 January 2007 April 1999 February 2007 January 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 underlayments 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 the applicable Building Code. 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 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). • • Saxony 900 Slate, Shake & Split Shake 11.5 1.417 • 1.08• ."". ` - MIAMI•DADE COUNTY APPROVED NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 4 of 8 • . . • • • • . . } Table 2: Aerodynamic Multipliers - X (ft3) ••• ••• '..`.` Tile • Profile X (ft3) Batten Application :'t1'• _. Direct Dick QpplicatibN• MonierLifetile Saxony 900 0.289 40!313 .••:•. Slate, Shake & Split Shake • • • MIAMI•DADE COUNTY APPROVED NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 4 of 8 • . . • • • • . . } 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 Saxony 900 Slate, Shake & Split Shake Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.16 . 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900 Slate, Shake & Split Shake 2-10d Ring Shank Nails 30.9 38.1 17.2 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 .#8 Screw 30.8 30.8 18.2 2 .#8 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3, 24.2 1-10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 • 34.8 2-10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minim um.Attachmerlrt sistance•••• : • • MonierLifetile Saxony 900 Slate, Shake & Split Shake Adhesive • • • V.1•31 • 1 See manufactures component approval for installation requirements. •&•••• • 2 Dow Chemical TileBond Average weight per patty 13.9 grams. • • • Polyfoam Product, Inc. Average weight per patty 8 grams. • - -• • -.• • in MIAMIDADE COUNTY APPROVED • • • • • • • • • • •• • • • • • •••• • • • NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 5 of 8 • • • • • • • • •• • • • Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Polyfoam PolyProTM , 118.9' Polyfoam PolyProTM 40.44 3 Large paddy placement of 45 grams of PolyProTM" 4 Medium paddy placement of 24 grams of PolyProTM. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Mortar Set' 43.95 5. Tile-Tite Roof Tile Mortar 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". LABEL FOR SAXONY 900 TILE (LAKE WALES FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS •••• • • • • •••• • • • .• • ••• • 6.1 Application for building permit shall be accompanied by copies of the forltAVIA: •• 6.1.1 This Notice of Acceptance. • 6.1.2 Any other documents required by the Building Official or applicalKl ..1luilding,• • in order to properly evaluate the installation of this system. • • • • • • • • • • • MIAMI•DADE COUNTY APPROVED • • •• . • • • • • • • • . •• • •.•. • . . NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 6 of 8 • • • NAIL HOLES PROFILE DRAWING 17" WATERLOCK 1 5/32 " (slate) 1 9/32 " (shake) 77-'-()VERLAY 13" SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL) NIIIII ilikill\IIINIIIIII\IIIIIIIIIIIk • • _ • • ^-•.., `•. '-vim • �. t � • • • • • • • • • • • • • • • • • • • • • • • •• • •••• • • • • • •• • MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SPLIT SHAKE MODEL) MIAMI•DADE COUNTY APPROVED NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 7 of 8 MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SHAKE MODEL) END OF THIS ACCEPTANCE MIAMI•DADE COUNTY APPROVED •••• . • • • • •••• • • •• •• • ••• • • • • • •• • • • • •••• • • • • • • •••• • • • •• • • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • • •• • •••• • • • • • •• • NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 8 of 8 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/pera 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 AH -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 t11P.rt Its beep•rio 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 revVor: erg change,int • • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorssirtent of any product, fof •: • • . sales, advertising or any other purposes shall automatically terminate this NOA. Failure to cohfi$lf`Lith are sac?ion of this NOA shall be cause for termination and removal of NOA. •' •' • • • • • . ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, F1Qrida, and foiltr2411by thg expiration date may be displayed in advertising literature. If any portion of the NOA is dispt tl,:hen 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. MIAMI•DADE COUNTY 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 Dimensions 3MTM 2 -Component Foam N/A Roof Tile Adhesive AH - 160 Foam Dispenser RTF1000 N/A ProPack® 30 & 100 N/A Test Specifications TAS 101 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 MIAMI•DADE COUNTY APPROVED Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 1.6 lbs./ft.' • • • •• • •. • • • • •••• • • Resuits • —ors.•• • • •• • 18 PSI Parallel to rise • 12 PSI Perpendicular to rise • • •• 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Penn / 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 Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services LIMITATIONS: Test Identifier #94-060 257818-1PA 25-7438-3 25-7438-4 25-7438-7 25-7492 NB -589-631 9637-92 01-6743-011 01-6739-062b[1] 7050.02.96-1 528454-2-1 528454-9-1 528454-10-1 520109-1 520109-2 520109-3 520109-6 520109-7 520191-1 520109-2-1 Test Name/Report TAS 101 TAS 101 SSTD 11-93 SSTD 11-93 SSTD 11-93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 TAS 101 TAS 101 TAS 101 • • ▪ . •• • Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 11/16/94 01/16/95 03/14/96 10/23/98 12/28/98 03/02499 ▪ •.•• ... • •• • 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assemlil+y•fior fire patina • • 2. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low lio:Nracihigh the profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard AS •120. • • • • • • 4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2 -Component Foan Ftoer File Adhesi' e 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 jhCijtije • assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. , • • • • • • • • F 2 F'— MIAMI•DADE COUNTY APPROVED —W MS NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 3 of 7 • •• • •, 3 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 placem •rrt. oted herein. • • • • • • •• • • Table 1: Adhesive Placement For Each Generic Tile Profile • • • • Tile Profile Placement Detail Single Paddy Weight Min. (grams) TwoPaady Weight per pail 'Min. (wis)* Flat, Low, High Profiles #1 35 • '1/A .••••• High Profile (2 Piece Barrel) #1 17/side on cap and 34/pan • • • • N/A • • • Flat, Low, High Profiles #2 24 • • :N1/A • Flat, Low, High Profiles #3 • • 8 • MIAMI•DADE COUNTY APPROVED • • • •• • • • • • • • • • • • •• •••• • • •• • • •• • 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 Nail through plastic cement Underlayment 1 Paddy (Beneath Tile) 10 in. in Eave Course Eave Closure Fascia Eave course only: Keep adhesive approx. 4 in. up from weepholes Nail through plastic cement Underlayment 1 Paddy (Beneath Tile) Nail through plastic cement Underlayment 1 10 in. Paddy (Beneath Tile) 2 in Eave Course Eave course only: Keep adhesive approx. 4 in. up from weepholes • •• w�Fcij • Weephole • Eave closure Drip edge • ••• • • • •• • • •• • ••• 1) Place enough adhesive to achieve 17 to 23 square inches in contact with the pan tile 2) Turn covers upside down. Place adhesive 112 in. To 1 in. From outside adge of cover tile. Then install the tile. Underlayment 1 Optional 2x4's for• • • steep pi ch appljpq{iops • Wail throughpl!stcpement • • •• • •• •• • •• •• • • •••••• • ••• Eave course only: Keep adhesive approx. 4 in. up from weepholes MIAMI•DADE COUNTY APPROVED Fascia Eave Closure Remov top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Eave closure (mortarshown) Weephole Fascia Bo Sheathing Optional Point•up Mortar on longitudinal edges of tile NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 •••••• •• • •••••• • • •••••• • • ••••• • • ••••• •••••• •• • •••••• • • .••••• • • Nail through plastic cement ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Paddy (Beneath Tile) Eave Course Fascia Eave Closure Nail through plastic cement Underlayment 1 Paddy (Beneath Tile) lin. 2in. Eave Course Fascia Weephole Eave closure Drip edge Nail through plastic cement Paddy (Beneath Tile) Underlayment lin. Eave Closure Eave Course MIAMI•DADE COUNTY APPROVED Fascia •••• • • • • ••• • •• • • • •• • .....• �•••• • • '•••. ' • 000000 •• • ..•..S • • • • •• • •• •• .••••• • •• • • • •••••• • • • • • •••• •• • • • • •• • • NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 •••••• • • •••••• •• •••••• •• ••••• 00000 •••••• • • •••••• • • .••••• • • ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement se 3 in. x 3 in. Single paddy on under- layment Single paddy under tile Paddy (between tile) Paddy (under tile) Single paddy on top of tile OvePP 2 in. X 7 in. medium size paddy eave Fascia course only Eave course MIAMI•DADE COUNTY APPROVED Nail through plastic cement4p*ingle paddy under tile Underlayment Single paddy between tile inNNI' 2 in. x 7 in. medium size paddy eave course only Pe,Pin.x 3 . 4 in. Single paddy on under- layment Single paddy on top of tile Eave Course Fascia Weephole Eave closure Drip edge Nail through plastic cement Single paddy under tile Single paddy between tile /Le 3 in. x 3 in. Single paddy on underlayment Single paddy on top of tile Eave Course Eave Closure 2 in. x 7 in. medium size paddy eave course only Fascia END OF THIS ACCEPTANCE • •• • • • • • • • • • • • •••• : • • 000000 • s 000000 •••• • • ••••• ****** •••• • •• • 000000 • • •••••• •• •• • ****** • • •• • • •****** • • • • • ••••• •• • • • • •• • NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 000000 o •• 000000 tor • 000000 • • 00000 • • 00000 000000 • • 000000 • 0000 • •