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RC-16-1256 (2)BUILDING PERMIT APPLICATION j4 BUILDING ❑ ELECTRIC Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: SII 1 Tel: (305) 795-2204 Fax: (305) 756-8972 * INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC �.( C 20 j EMaster Permit No. \C I Z2- DEQ 08 018 Sub Permit No. ROOFING ❑ REVISION ❑ EXTENSION RENEWAL LU JNG ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP JOB ADDRESS: 3- AJ CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: /1- 2I3- oo> 6 --Oo9O Occupancy Type: Load: Address' Is the Building Historically Designated: Yes NO Construction Type: Jinx Flood Zone: BFE: FFE: C:41 -Pu ? 1Q G_P-'fit TA t._. rIAA-r40- (ol wl.% (Fee Simple Titleholder):5#4,1 JCR; eez0 Phone#: 'SQ N /= / 0 S" ST" City: PI( ;I alt f f'l/a/Z� State: /1 Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Ct/ rZi•2y /?(x)Fu1& ddress:' 3 ?c,/ .54.) y0 AV Phone#: 91Y 763 o27Y/ City: w 57- jai¢R/C State: F/ Qualifier Name: ,r/e/3 �' CH6'69/ State Certification or Registration #: Cr( /3Z$TVY, DESIGNER: Architect/Engineer: Zip: 33043 Phone#: Certificate of Competency #: Phone#: Address: City:State: Zip: le'o k for this Permit: $ /35-00 Square/Linear Footage of Work: 30 oo -5—b Type of1 rk: ❑ Addition ❑ Alteration Description of Work: Rt- {26p(' -77e1 ❑CFI, a YOM4/ s LAK-- New ❑ Repair/Replace ❑ Demolition COCOA -z¢k z Specify color of color thru tile: Permit Fee $ 30() '' C CCF $ .' CO/CC $ Lt. Radon Fee $ T . G V DBPR $ % • Notary $ Technology Fee $ t (' 2C Training/Education Fee $ 2.. u) Double Fee $ r Bond $ _(G`I2�') TOTAL FEE NOW DUE$ 290 . --O Submittl'� e $ 61)- CY Scanning Fee $ 9 - Structural Reviews $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) tgagii nder'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 FIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicabjsws 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." Mice tiplicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must premis od 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 issuedthe absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature *The f NER or AGENT ing instrument was acknowledged before me this day of `'1r <5: i iERo me or who has produced identification and who did to '1AUBLIC: Sign: Print: Seal: s*# ********************* . c ED BY (Revised02/24/2014) Signature NTRACTOR The foregoing instrument was acknowledged before me this Z day of P-. , 20 1.-4. , by ..TR/S c! CN22 fy , who is personally know o 1111. me or who has produced `\�\\ � AWHirq �//// as identification and w , did taktikn i� itg,\SSION4. •2' i Q' aper /2 -ion .• NOTARY PUBLIC: _ ; o. ��9N L ��- F175661 Q Sign: �i, : O . • '•. '' ded fie p \� Print: Pl z1 ` n••• <c\. `� O. Seal: �// IIE11111111� �\\\\\ ** r* **4,4,**4,*4,**************4,**4,*«*************4,****:*4,*4.*************** Plans Examiner Structural Review Zoning Clerk Detail by Entity Name Page 1 of 2 Florida Department of State DIVISION OF CORPORAT o Department of State / Division of Corporations / Search Records / Detail By Document Number / Detail by Entity Name Florida Limited Liability Company GROUP 10 CAPITAL MANAGEMENT, LLC Filing Information Document Number L13000102738 FEI/EIN Number 47-2348417 Date Filed 07/19/2013 State FL Status ACTIVE Last Event LC AMENDMENT Event Date Filed 06/01/2015 Event Effective Date NONE Principal Address 1680 MICHIGAN AVE, PH 4 MIAMI BEACH, FL 33139 Changed: 08/31/2015 Mailing Address 1680 MICHIGAN AVE, PH 4 MIAMI BEACH, FL 33139 Registered Agent Name & Address NANEVA CAPITAL LLC 1413 20TH ST 409 MIAMI BEACH, FL 33139 Authorized Person(s) Detail Name & Address Title MGR DAVID HALABU 1413 20TH ST # 409 MIAMI BEACH, FL 33139 Title MGR SORIERO, SAM 11 ISLAND AVE 1507 MIAMI BEACH, FL 33139 http://search. sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 12/8/2016 Detail by Entity Name Page 2 of 2 • Annual Reports Report Year Filed Date 2014 01/09/2014 2015 01/11/2015 2016 03/08/2016 Document Images 03/08/2016 -- ANNUAL REPORT 06/01/2015 -- LC Amendment 01/11/2015 -- ANNUAL REPORT 01/09/2014 —ANNUAL REPORT 07/19/2013 -- Florida Limited LiabihtY View image in PDF format View image in PDF format View image in PDF formai View image in PDF format View image in PDF format Florida Depart?n e.nt of Sate, Division o! C ;+orations http://search. sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 12/8/2016 Property Search Application - Miami -Dade County Page 1 of 4 IMPORTANT MESSAGE 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 reset to full market value, which could result in higher property taxes. Please use our Tax Estimator to approximate your new property taxes. 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. SEARCH: Address Owner Name Subdivision Name Folio 5 ne 105 st PROPERTY INFORMATION Folio: 11-2136-006-0090 Sub -Division: DUNNINGS MIAMI SHORES EXT NO 2 Property Address 5 NE 105 ST Miami Shores, FL 33138-2030 Owner i. GROUP 10 CAPITAL MANAGEMENT LLC loitti Mailing 'as 1680 MICHIGAN AVE PH 4 MIAMI BEACH, FL 33139 Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half Floors Living Units Actual Area Living Area Adjusted Area Lot Size Year Built Featured Online Tools 3/2/0 1 1 1,795 Sq.Ft 1,520 Sq.Ft 1,658 Sq.Ft 9,225 Sq.Ft 1941 0 http://www.miamidade.gov/propertysearch/ 12/8/2016 Property Search Application - Miami -Dade County Page 2 of 4 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 Year Land Value Building Value Extra Feature Value Market Value Assessed Value TAXABLE VALUE INFORMATION COUNTY Exemption Value Taxable Value SCHOOL BOARD Exemption Value Taxable Value .............. CITY Exemption Value Taxable Value REGIONAL Exemption Value Taxable Value BENEFITS INFORMATION Benefit Type Non -Homestead Cap 2016 $198,007 $115,397 $2,398 $315,802 $309,358 2016 $0 $309,358 Assessment Reduction $o $315,802 $0 $309,358 $0 $309,358 2015 2014 $163,894 $154,253 $115,397 $112,412 $1,944 $1,964 $268,629 $268,629 $281,235 $281,235 2015 $0 $281,235 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). FULL LEGAL DESCRIPTION DUNNINGS MIAMI SHORES EXT NO 2 PB 41-78 LOT 9 BLK 202 LOT SIZE 75.000 X 123 OR 19537-0771 02 2001 4 SALES INFORMATION Previous Sale Price 50 $281,235 $0 $281,235 2014 $0 $268,629 $o 5268,629 $0 $268,629 $0 $0 $281,235 $268,629 2016 2015 2014'. $6,444 OR Book- Qualification Description Previous Owner 1 Page 03/31/2016 $100 30019-3558 Corrective, tax or QCD; min consideration NANEVA CAPITAL LLC 03/24/2016 $238,700 30016-2390 Financial inst or "In Lieu of Forclosure" stated RED RIVER USA LP http://www.miamidade.gov/propertysearch/ 12/8/2016 Property Search Application - Miami -Dade County Page 3 of 4 • 02/28/2013 $220,100 28529-2943 Financial inst or "In Lieu of Forclosure" stated XIMENA JOHNSON 02/01/2001 $0 19537-0771 Sales which are disqualified as a result of examination of the deed 10/01/1992 $74,000 15683-0310 Sales which are qualified 112/01/1987 $70,000 13541-2009 Sales which are qualified 06/01/1978 $47,000 10064-2492 Sales which are qualified 10/01/1973 $40,000 00000-00000 Sales which are qualified ': 12/01/1971 $31,000 00000-00000 Sales which are qualified For more information about the Department of Revenue's Sales Qualification Codes. 2016 2015 2014 LAND INFORMATION Land Use Muni Zone GENERAL R-17.5, R-18.5 BUILDING INFORMATION PA Zone Unk Type 1000 - SGL FAMILY - 2101-2300 SQ Front Ft. Units Calc Value 75.00 $198,007' Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft. Cale Value 1 1 1941 1,795 1,520 1,658 $115,397 Building Sketches Available! EXTRA FEATURES Description Wood Fence Chain-link Fence 4-5 ft high Patio - Concrete Slab ADDITIONAL INFORMATION Year Built 1993 1975 1941 Units 60 170 240 Calc Value $768 $1,054 $576 . • The information listed below is not derived from the Property Appraiser's Office records. It is provided for convenience and is derived from other govemment agencies. LAND USE AND RESTRICTIONS Community Development District: Empowerment Zone: Urban Development: NONE Community Redevelopment Area: NONE NONE Enterprise Zone: NONE INSIDE URBAN Zoning Code: R17.5 - DEVELOPMENT BOUNDARY Existing Land Use: 10 -SINGLE- FAMILY, MED. -DENSITY (2-5 DU/GROSS ACRE). Govemment Agencies and Community Services OTHER GOVERNMENTAL JURISDICTIONS Business Incentives Environmental Considerations PA Bulletin Board South Florida Water Mgmt District Childrens Trust City of Miami Shores Florida Department Of Revenue Florida Inland Navigation District Non -Ad Valorem Assessments School Board Tax Collector http://www.miamidade.gov/propertysearch/ 12/8/2016 Ii1 iami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FJ 33138 1*e: `.o wner's Name:'1 .. $r ',ergo ' roperty Address: C ,t) e. /or 57` Date: Roofing Permit Number: Dear Building Official: I S4 -i 504 e kC) ildi cause: certify that I am not required to retrofit the roof to wall connections of my ht+ valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o 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) State of Florida County of Dade The undersigned, being the first duly sworn, 4196rAritnd subscribed before me this Notary Public, Sate of Florida at Large 3,4E/0 oses and say Print Name that h ayot 'When the just valuation of the structure for purpose of ad SFBC. Then you must provide a building application from `t�titttNul�h�J�i 011.114.Afr,)he above property mentioned, • SIO4f : :t- . 'gyp c�`• co • =*• •*a s •• #FF 175661 ,ioQ? a ••. "onded �`v 43./e\ valorem taxation is equal to or mottrii,pa • •di"i p�(( ng was not constructed with FBC nor a 1994 a General Contractor for the Roof to � BEGSl�r7j. 0tviltigation RICK SCOTT, GOVERNOR KEN WSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD LICENSE NUMBER CCC1325485 The ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 CHERRY, IRIS J CHERRY ROOFING ENTE 3901 SW 40 AVE - HOLLYWOOD _ ISSUED 08/28/2016 DISPLAY AS QUI SEQ # L1608280002634 Local Business Tax Receipt Miami—Dade County, State Of Florida -THIS IS NOT A BILL - DO NOT PAY 3900835 BUSINESS NAME/LOCATION CHERRY ROOFING ENTERPRISES INC DOING BUS IN DADE CO MIAMI, FL 33000 OWNER CHERRY ROOFING ENTERPRISES INC Worker(s) MIAMF64DE u RECEIPT NO. RENEWAL 4072609 LBT EXPIRES SEPTEMBER 30, 2017 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 SEC. TYPE OF BUSINESS 196 SPECIALTY BUILDING CONTRACTOR 4 CCC1325485 PAYMENT RECEIVED BY TAX COLLECTOR 75.00 07/12/2016 0229-16-007720 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles - Miami -Dade Code Sec 6a-276. For more information, visit www.miamidadeggvttaxcollector 1.?Il9aster Permit No. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES kiln ode 5th Edition (2014) RECEIVED DEC 082016 iform Permit Application FiSrm n A' neral Information) Contractor's Name _ L/€iZ«y ft? v046 -:C' Job Address ildt t" /1)s- ST Process No. 0 Low Slope 'r 0 Asphaltic Shingles ❑ New roof 0 Repair Low Slope Roof Area (SF) 0 ROOF CATEGORY O Mechanically Fastened Tile 4 I r/Adhesive Set Tiles O Metal Panel/Shingles 0 Wood Shingles/Shakes ❑ Prescriptive BUR -RAS 150 ROOF TYPE 0 Maintenance , Reroofing 0 Recovering ROOF SYSTEM INFORMATION Steep Sloped Roof AREA (SSF).570O6? Total (SF) la Ov Section B (Roof Plan) strate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimen- 1 levels, clearly identify dimensions of elevated pressure zones and location of parapets. 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 /2 •• • •• • • • • • • •• • • • • FLORIDA BUILDING CODE — BUILDING, dh•EdnlONi(2414 • i • i i Copyright to, 4Iicerled jot. VCRI(:1TS $FSU $p); accessed by Eliezcr Palacio on Jun 8, 2015 10:32:12 Agreement. boom h• lepresteti•r• authoed. • • • • • INTERNATIONAL CODE COUNCIL 15.37 pursuartto License 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 __ Illrg' . 1 II , '} t iir0 mom Am _own ni Num . *:.mow. !� • -. al V •• ••.. • r„, ginio rAma ■ •• • •• • • • • • • •• • • • • FLORIDA BUILDING CODE — BUILDING, dh•EdnlONi(2414 • i • i i Copyright to, 4Iicerled jot. VCRI(:1TS $FSU $p); accessed by Eliezcr Palacio on Jun 8, 2015 10:32:12 Agreement. boom h• lepresteti•r• authoed. • • • • • INTERNATIONAL CODE COUNCIL 15.37 pursuartto License 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from M,. If the M, values are greater than or equal to the M, values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P1:f ' ' x �C.S`� r.ai G,)? - Mg:7 v = M Y eiES_Product Approval M, Y2 • Y (P2. xie•314 =lj• i5 -151 -Mg: 62 = Mai3f Vi,> Product Approval M, 9t7' `/ (P3/' • 7 xXi.), 1J =3j, 726,1- Mg:Z ems= M)Y 45- Product Approval M, 5/Cf e� Method 2 "Simplified Tile Calculations Per Table BelQw�" Required Moment of Resistance (M,) From Table Below - Product Approval M, t ' 7 M, required Moment Resistance* Mean Roof Height Roof Slope 15' 20' 25' 30' 40' 2:1234 36.5 38.2 39.7 42.2 3:12 32. '_ 34.4 36.0 37.4 39.8 4:12 30.4 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 'Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. • •• ••• • • • • • •• •• • • • • • • • • 4 • • • • • • • • • ••• • ••• • • • • • • • • • • • 4 • • • • • • • • • • • • • • • • • • • • • 0 • • • • • • • • • • • • • • • • a • • • • • • • • • • • • • • • • • • • • • • 1 • • • • • • • • ••• • • • ••• • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: Notice of Acceptance Number: / I4 L h/,as Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: ;39'. / P1: 6 elf P1: Deck Type: Roof Slope: : 12 Ridge Vennkai on? tdoo Type Underlayment: Insulation: Fire Barrier: Fastener Type & Spacing: Adhesive Type: STS #3 Mean Roof Height: b? Type Cap Sht: �S% 'X67P Roof Covering: 1 (2x1;? 1'2 /Eel Type & Size Drip Edge: •• ••• • • • • • •• • • • • • ..• ••. • • • • •• • • • .. • ••• •• • • • • • • • • • • • • • • •• • • • • • • •• • • • - • • • • • ••• ••• • • • • • • ♦ •• • • ••• • • • • •114,1 • • V • • • • • • • FLORIDA BUILDING CODE — BUILDING, 501 E1311.0114(2014) • • ••--• • • Copyright to,o?Rcenled by, ?CC (RLL Iti( ITTS KESERVED): accessed by Eliezes Palacio on Jun 8, 2015 10:32:12 AM pursuant to License 15.39 Agreement. No further reproductions authorized. INTERNATIONAL CODE COUNCIL 33,� McfS4' aei 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 1 1 SECTIONtzliS HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility the required roofing permit, and to explain to the owner the conten govern the minimum requirements and standards of the industry fo following items should be addressed as part of the agreement be initial in the designated space indicates that the item has been vide the owner with sions of Section R4402 tions. Additionally, the ntractor_ The owner's 2• Renaiiing wood decks: When replacing g xg wo oof 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). 4. r5h 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. b. Overflow scuppers (wail 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. y be necessary to install overflow scuppers in accordance with the requirements of Sections R •+•4403 and R4413. Owner/Agent's Signature S. A)e- /o5 5% Date Property Address Revised on 7/9/2009 LD;07/01/2015; Contractor Sign . re 11 -2 -I -b Date Permit Number .. ... . . . . . .. • • • • •• • • • .• •.. .. . . • •. • ..• . • ... . •• • • •• • •• • • • •• •• •• •• •• •• •• • • • • • • •• •• • • •• • • • • • • •• • • • ... • • • • ... •...... • . •. • • •••• • • •• • • • . • •• •• • • • • • ••• • • • •• ••. • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www. mi a mi dade.gov/eco no my 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: 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 and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. .. . . . . . .. • This NOA renews NOA No.13-0723.05 and cdivists a.pages:1 !hroiaihNt • The submitted documentation was reviewed by. aspa; J 1rodnguea. • • • ... . . . . ... . • • • • . .. • . • •.. • • • . . • • •...•. • ... ••• • • • ... . • • NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Borst Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code, do 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 -Slate Length = 17" TAS 112 Flat profile, interlocking, high-pressure extruded Width = 13" concrete roof tile with two nail holes. For direct deck, thickness = 1-5/32" batten, mortar set or adhesive set applications. Saxony 900 Split Shake Saxony 900 -Shake Trim Pieces MIAMI-DADE COUNTY APPROVED Length = 17" Width = 13" thickness = 1-9/32" Length = 17" Width = 13" thickness = 1-9/32" Length: varies Width: varies varying thickness TAS 112 Flat profile, interlocking, high-pressure extruded concrete roof tile with two nail holes. For direct deck, batten, mortar set or adhesive set applications. Top surface produced with 4 different configurations: 1. Complete tile brushed 2. Right half brushed (shown in drawing) 3. Left half brushed 4. No brush TAS 112 Flat profile, interlocking, high-pressure extruded concrete roof tile with two nail holes. For direct deck, batten, mortar set or adhesive set applications. TAS -112 Accessory trim, boosted Barcelona, concrete roof pieces for use at hips, ridges and rakes. •• ••• • • • • • •• • •• • • • • • •• ••• •• • • •• •• • •• • • • • • • •• • • • ••• ••• • • • • • • ••• • • • • • • • • • • • •• • • •• • • •• • • • • • • • ••• • • • • • •• • • ••• • • • • • • • • • • • • • •• • • • •• •• • • ••• • • NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 2 of 8 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales, FL 2.2 EVIDENCE SUBMITTED: Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. 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 Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. American Test Lab of South Florida MIAMIDADE COUNTY APPROVED Test Identifier 94-084 94-060A 25-7183-6 25-7183-5 25-7214-1 25-7214-5 Project No. 307025 Test #MDC -77 7161-03 Appendix II & 11! Letter Dated Aug. 1, 1994 P0631-01 P0402 R 1.894/R2.894/R3.894 520109-1 520111-4 520191-1 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations • Evaluation Calculation RT0617.0416 • .•. •• • • • • . •• . • • •• • • Test Name/Report Date Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing 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 Driven Rain TAS 100 Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Physical Properties TAS 112 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 25-7094 25-7496 25-7584/25-7804b-8/25-7804-4 25-7848-6 25-7183 • Aergdyp�mic Multipliers • ;Ft 0.944 Adhesive Set System 1Z"esioring Moments Due to Gravity TAS 112 May 1994 March, 1994 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Oct. 1994 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Aug. 1994 Dec. 1998 March 1999 February 1996 April 1996 & 5 December 1996 •. • • .• • • • • . • • • • • • . . • • • • • • • .•• .•• • • • • • • • • •. • • .•• • • • • ••• • • • • • • • • • • • ••• • • • . • • • • . • • • •• •• • • • •• • ••• • • • .•• • March 1995 09/01/16 April 1999 09/01/16 06/29/16 NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 3 of 8 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 underlayrnent 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 10.9 1.417 1.08 Table 2: Aerodynamic Multipliers - A. (ft3) Tile X (ft3) A, (ft3) Profile Batten Application Direct Deck Application Saxony 900 0.291 0.315 Slate, Shake & Split Shake Battens Direct Deck Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf) Tile Profile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or greater Saxony 900 Slate, Shake & Split Shake Direct Deck Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.70 7.62 6.61 7.50 6.48 7.34 6.31 7.16 6.13 6.95 MIAMIOADE COUNTY APPROVED •• ••• • • • • • •• • • • • • • • •• •• • • • •• • • • •• • ••• • • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • ••• •• • • • • • Expiration Date: 04/26/22 Approval Date: 09/29/16 ••• • • • ••• • • • Page 4 of 8 • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mechanically Fastened 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 Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake Adhesive' 31.328'3 1 See foam adhesive manufacturer's component approval for installation requirements. 2 The Dow Chemical Company TileBone one -component foam minimum weight per paddy 13.9 grams. 3 ICP Adhesives Polyset® RTA -1, one -component foam, minimum weight per paddy 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake ICP Adhesives Polyset® AH -160 Two -component foam 118.94 40.45 4 Large paddy placement of 45 grams of Polyset® AH -160. 5 Medium paddy placement of 24 grams of Polyset® AH -160. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar Set Systems Tile Profile . • •p Tile • •lisafion •• •• • •• • • Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake •••• • 11ort �rrt� ; -; •; • 43.96 6 Tile-Tite Roof Tile Mortar . ... ... ... MIAMI.DADE COUNTY APPROVED • . . . • • . . . • . . . . • . • • • . . . • . .. • . • • . . .. .. • • • •�• • . • • . ••• • • • • • • • • • . .• • NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 5 of 8 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 BORAL SAXONY 900 TILES (LAKE WALES FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NAIL HOLES PROFILE DRAWINGS 1-5/32" (Slate) 17" MIAMI•DADE COUNTY APPROVED •. •• • • • • • •• • i(JNDE iL if • • •• •. ••1 •• . . • •• SAXONY 900 - SLATE • ••• • • ••• ••• • • • . . • • • • • • • • • • • • • •. • • . • • • • . . •. • . . • • • •• •• • • • . • •.. • • • • • . • •.• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • 13" COVERLOCK NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 6 of 8 NAIL HOLES PROFILE DRAWINGS Note: Available Top Surface Finishes 5. Complete tile brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush MIAMI-DADE COUNTY APPROVED SAXONY 900 - SPLIT SHAKE .. ... . . . . • •• • • • •• • . •d • •• •1 • • • •• • ••• • • ••• ••• • • • • • • • 1 • • • • • . • • • • • • • • • • • • • • 1-9/32" (Shake) ` • • • •J •• • •• • • • : NAIL HOLES PROFILE DRAWINGS MIAMI RADE COUNTY APPROVED SAXONY 900- SHAKE END OF THIS ACCEPTANCE ....... . .. .. . • . • • . . .. ••• .. • •••• • ••• • • ••• ••• •• •••• • .. • • • • .. .. .. • • • • • • • • • • • • • • • ••• .. .. • • • • • • • • • • 1-9/32" (Shake) NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 8 of 8 DEP 4R'TiEit'T OF REGULATORY -AND BOARD AND CODE 1�, Off, DECONOMIC RLSOL32CiS (R1rR) -.t_iSTiZaT� NOTICE OFACCEPTANCE DIVISION (NOA) alt Company nil Center Building 0220-05-E-06 St. Paul, IVE _ 55144-1000 SCOPE: _l' -4Mi-D4DE COUNTY PR.ODUCT CONTROL. SECTIO 11805 SW 26 Street, Room 203 Miami, Florida 33175-247=. T (786)315-2590 F (786) 315-2599 This NOA L; being documentation � issued under the applicable ntaiis ing i sue hasudbe n reviewed rules and regulations doc min Miami Dade Ca and accepted by Miami -Dade County the ER use or construction ct County and other areas where materials. The u ; ; r allowed by the Authority ' RFR -Product Control Section to be This \QA mall not be valid after the expiration date stated below Having Jurisdiction (�. (InTMiami Dshall Course=) and/or the J pn areasion date esthan tThe Miami -Dade County Product omaterial tested for County) T assurance u ami Dade County) reserve the a Control Section purposes. If this product or material fails to perform in the accepted tr'arttuacttaer will Incur the expense of such testing right to have this product of such or material pg. and the AHJ may determined b = within their jurisdiction. Y immediately revoke, mo p manner, the 3 product or Dade Co RER reserves the right to revoke ' cc suspend the use of the applicable building County Product Control Section that this product or material fails to meet the code- this acceptance, if it is This product is approved as described herein, requirementsincluding the High Velocity Hurricane and bas been designdd to comply with the Florida Zone of Florida Buildiillr Code_ Building Code DESCRIPTION: 3.1141x2 -Component Foam Roof' 'sle Adhesive H,rd�;r�% �, r °n�°1 Approved", mess otherwise noted herein_ Tr, _ u� the performance of this product. Each unit shall bear a Permanent label tivjth the statement: ` Each n Cour manufacturer's name orty Product Co, city, state and foIloti� ittg � 01 this NOA shall be considered after a renewal a m the applicable building pplication b code negatively arc• • has been filed and there has been no change �'R-�I�`ATI®� of flys NOA win occur materials, use, and/or after the expiration date or if there has been a revision or change manufacture of the product or process. Misuse of this NOA as an endorsement or sates, advertising or any other purposes shall automatically tern this ad shall be cause for te in aof amination and removalF nrzate this NOA. Failure to c3 any product, for o£NQ,�.comply with any section of ADVERTISEMENT: The NOA number preceded by the words :.xpirazion date may be displayed in advertising riterature- If in its entirety. Mlami--Dade ou;tiy Florida and followed by the Y Portion of the NOA is displayed, then it shall be done IhTSPECI IOiNa A copy of this entire NOA shall be provided to the user by the rnanufacturer shall be available for inspection at the job sire at the request oiiire•B it i � � � �� ' .. or its distributors and This NOA revises NOAual• : The sub 12-022g.1 g and consists of •.• • ••• submitted documentation wasPages I ihtauA_ I. • review=ed byJu • • � • • • • ..... an E. Collao, R A . • ••• • • • • • • • • • • • • • • • • ••• .•• • • • • • • . • • •• • • 00* . • • • 000 • • • • • • • • • • • • • .•• • • • • • • • • • • • • • • • • . • • • • • • • • 100 • • • •.• • • NO.... Flo,: -3.0502.02 piration mate. 05/10/1 Approval Dari 12/12/13 Pap 1of11 ROOFING COMPONENT APPROVAL: Category: Sub Category: I Ia;ef airs: Roofinf2 Roof file adhesive Polyurethane SCOPE: This approves 3'4Tm 2 -Component �-aa� loaf Tile described in Section 2 of this Notice of ama Adhesive A 160 as manufactured by 3MCon, n , defamed by a Acceptance. For the locations where the designYE7�cen as applicable building code: does not exceed the design pressure values obtained by cre quirements, i, as compliance with Roofing Application Standard RAS 127, system using 2 -Component pp 7. for use with approved flat, low, and high c profile r or moment based -Comp for t Foam Tile Adhesive A14-160. Where the attachment calculations are done as a llr di7.Ie r0oi'iiles pattyplacement and as an uplift based system for double patty systems PROr3i C T S l'YL 4N -H FACTURED BY APPS ---odu£t Dimensions i ensions 'Fest Sueciftcafions Product Dessrinuan 31Virm 2 -Component roam N/A Roof Tile Adhesive Ali_ TAS 101 Two component polyurethane foam 160adhesive Foam Dispenser RTFI 000 NIA. ProPacke 30 & 100 Dispensing Equipment N/A Dispensing Equipment PRODUCTS rvi.ANITFACTURED BY °T RS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having resistance values with the use of 2- ya current ivpA which list moment Component roam Roof Tile Adhesive AH -160 roof file adhesive. 'L rt ACT WIN LOCATION: 1. Tomball, TX. PHYSICALOpERT S: Pro---ouery Density Compressive Strengtth Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D2126 1.6 lbs./R.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs_1Ft5 3.1 Perm/Inch +0.07% Volume Change ® —40a F., 2 weeks • • •i t- °:V4 $ Change @I5S°P 100% Humidity, 2 Results Closed Cell Content • Note: ASTIvI D 2856 ' geovo. • • • • • • ne • ��$iCal grope? -des listed above are • • • • • • • • • • • • gene ted ASTMpresented 21sn mai average gases as determined by p test methods and are subject ton tal anusac ng Mont •. • • • • •• • • • •• • • • •• • • •• •• 1'IOA N0.: 13.0502.02 Expiration Date: 05/10/19 Approval prowl Dag; INIZ/1J Page 2 of l j ••• • • • • •.• • • • • • ♦ • • • • • Y • • • • ••• • • • • • • • • ••• ••Y 1 • • • • • 1 • • • •• 11 • • VrENCE SUBMITTED: Test —nev Test Identifier er Center for Applied Fngi Beringbate Test Name/Re art i%'94-060 25-1PA TAS 101 7818 04/08/94 2878 8-; TAS 10I 12/16/96 25-7438-4 SSTD 11-93 10/25/95 2J-7438-7 SSTD 11-93 Miles Laboratories 25-7492 SSTD 11-93 l l/02/95 Polymers Division 8-583-63I ASTMD 1623 12/12/95 02/01/94 Ramteeh Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute Trinity Engineering Celotet Corp. Testing Services 01-6743-011 ASTM E i08 01-6739-062b[I] ASTM E 84 11/16/94 01/16/95 7050_02.96-1 P36700_04.12 ASTM D 1623AS /14/96 P39740.02.12 TAS 101 TAS 123 02/21/12 04/18/12 528454-2-1 TAS 101 528454-9-1 10/23/98 528454-10-1 520109-1 TAS 101 520109-2 12/28/98 520109-3 520109-6 520109-7 520191-1 TAS 101 520109-2-1 03J0'99 LIMITATIONS; 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fare rating. 2. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking manufacturer's name or logo and following statement: " Miami -Dade County Product Control Approved" or the Mianu-Dade County Product Control Seal as shown below_ 'va Ions o� the 3. Kyr- 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with L. fiat, - ov & high the profiles.M�nirun underlayment shall be in compliance with the Rooing Application Standard RAS 120. S. Roof Tile manufactures acquiring acceptaiacel� AR - 160 roof tile adhesive with their tie assgrnblie • h � e • accord � $ �� ,- omponeni Foam Roof Tile Adhesive All products listed herein shall have a • • • . • •Ce tivi TAS 101. 0oifj►�ssutdttce audit m accordance with the Florida Building Rule products iofs the Floridaeherein shall sCve a Code_ • g Code and rsrAr,t na.DECourp? .P103111 ate, • •.• . • .•• .•• •• • •• • . •• • • • • •• •• •• •. •• •• • • •• •• . • • • • . . • • •.• •• . • •• • • • •• •• • • •• • • ••• • • • • • • • • • • • ••• • • • • • • • •• •• • . • •• • • • ••• • • • • ••• • NOA No.: 13-0502.02 Expiration Date: 05/10/17 i app o a/ Dare; 1,/12/1k3 Page 3 o2 I I INSTALLATION: I' 3lUfrni ?-Component Foam Roof Tile Adhesive AH- NOA that Lists uplift resistance v I60 may be used with any roof file assembly having a current glues with the use of 31VIT i 2 -Component Foam Roof Tile Adhesive AL3 -160. 1 31vIm 2 -Component Foam Roof Tile Adhesive Application section and the corresponding Placement f Denis be herein. The Roof ti with assembly's Component attachment with the use of 3MTAI i 2 -Component Foam Roof Tile Adhesive tile adhesive attaciiinent resistance,. expressed as an uplift based system, to meet or exceed the uplift re compliance with Miami -Dade County '� 160 shall provide sufficient come in the roof tile assembly CouNORoofing Application Standardsadhesive t determined in RAS 127. The adhesive attachment data is 3. 31V 4i 2 -Component Foam Roof Tile Adhesive AH -I60 and its components shall be installed Ln accordance Roofing Application Standard RAS 120, and 3M Company's 3i1�IT't 2 - with 160 Operating Instruction and Maintenance Booklet. Foam Roof Tile Adhesive A1�- 4. Installation must be by a Factory , Company 3 acto Trained Qualified Applicator' approved and licensed by 3M Com P y shall supply a list of approved applicators to the authority; having jurisdiction. 5. Calibration of the Foam Dispenser RZTI000 dispensing equipment is required before Company. 3M The mix ratio between the "A" component and the "B" component shall be 7naiu�tauled (B) q b ro, e application 0-2 . J 5 1.0 6• ' �`�'"i 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied 4 • between I.0-1, l � (A): 1.0 ProPaci ci 30 & i00 dispensing equipment only. Pp �' Foam Dispenser RTrl G00 or 7. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall not be exposed a 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 ao 2 mi n t s) to sunlight. m Component Foam Roof Tile Adhesive AI -T-160 has been dispensed. minutes after 3a'�1TM 2_ 9. 31vfr 12 -Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall accordance with the Placement Details' herein. Each generic tale profile requires the specific placement notedacrein. • .. ••• • • • • • • . • • •• • • .. •.• •• • ...• • ••• . • ••• ••• • • • • • • • • • • • . • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••. • • •. •• • • • .•••.• . . • • • • • • • • •• • NOA N o.:13-0502.02 Fniratioa Date: 05110/17 Approval DaW.-12li?f13 Page 4 of .1 Tile Profile Table 1: Adhesive Placement For Each Generic Tile ProfJe Lave Course - fiat, Low, High Proses Ail Save Course Flat, Low High Profiles Flat Profile T -ow Profile High Profile Plat r -..ow, High Profiles Placement Detail 1'} Two -Piece Barrel (Cap Tile) Two Piece Barrel (Pan Tile) 43 Two Piece Two Piece Minimum Paddy Contact Area 7023 sq. inches I7-23 sq. inches 10-I2 sq. inches 12-14 sq inches 17-19 sq. inches Two Paddys: 8-9 sq. inches at head of tile 9-11 sq. inches at overlap 2 Beads (1 each longitudinal edge) 20-25 sq. inches each bead M main Paddy Graxn W T'eight I 45-55 45-65 30 30 30 12 grams per paddy 17 grams per bead 65-70 sq. inches 1 i 34 rams under pan 1 herein. n. ?-Component Foam Roof Tile adhesive I b0 containers shat comply herein. Y with the Standard Conditions listed BUILDING PERMIT REQUIREMENTS: A s required by the Building Official or applicable building code in order rder to properly evaluate the installation of this a'LMIaMDAIDE Contin •• • •. • • • • • • • • . •• • •• •. • • •• • • • • •• • ••• • • • • • • • • ••••• ••• • •• • . • . • . • . • •• • •• •• •• ! • •• • • •• • • • ••. • • • • • • • • • • • • • •• •• ••• •• • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• • ••• • NQ1l. No.: 13-0502.02 Expira Hon mate; 05/10/17 Dam B(i3/13 ?Hap 5 of 11 Nall through plastic cement (when required) underlayment ESWE _PLAcElViMeNT DETAIL # 1 Paddy (Bcnaarh Tile} AN , lg ill \ arensoptional 4 j'- Course, 1 Nail through plastic cement (v. hen required) a I i� • t PaddyiQo�»-� Tile) 8 +'Underlaymen: ��~` ' 11 1 2 (n_teid\ = (i asLLCnt optional 1 ! it - 5 eave Course a tet -e C!aiur? i Fascia ;i ?`tail through plastic i"ben required) / Vnderiay eat Irlenr q - Entre Closure Fascia Paddy {eneinh Tile) i Z in_t-riae10 ira. gotrons optional {��'7„-• . G1,. N J: .cl••;etl• tak�z .l • •' _ Have da•ura Drip ed e8' • • ; ism lieephoie • ••• • • • • • • • • • • •• • • • •. • • Plat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 Dam) x10"(254mm) x1"(254mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlook of the tile being set. 2. Continue in same roamer. ]lure approximately 17 (109.7 cut') -23 (148.4 cm-) square inch adhesive contact with the underside of the tile. Medium Profile / Doable Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 ram) x 10" (254 mm) x 1" (25 c1 mm) foam paddy onto the underlay anent positioned as shown under the pan portion of the the closest to the overlook of the tile being set. 2. Continue in same mariner. Insure approximately 17 (109.7 cm') — 23 (148.4 cm'-) square inch adhesive contact with the underside ofthe-tile- High _Profile / Single Psn Tile I. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 nun) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlook of the tile being set. 2. Continue In same manner_ Insure approximately 17 (109.7 gni') --- 23 (148_4 cm2) square inch adhesive conte with the underside of the tile_ • • • • • •• • • • • • • • • • • • • • • • • • •• • • ••• • • • • • • • • • • • • •• •• • • • a • • ••• • • • • ••A • • • • • ••• ••• ••• • • • • • • • • • •• • • • • • • • • • • •• •• 4 • NO Je. £3-0502.02 ]iF arQ5/len7 ppS o i aI Datt: 12112.'1 12112110 Nap 6 of 11 !Nail through 9 plastic cement {when required) •L 1 Underlayment 'I ', 2in. Salton optional cave Cour' ADHESIVE P Ac AIE E DETAIL # 2 Paddy (Beneath Tile) N 11 4 Fascia a Ca:'! CiOsart Nail through plastic cement (lull en required) Underlayment Paddy (Beneath TU@;j tin. 1 Dattens optional . • Ea'-'eCourse� \��-,�,%^—`aveClosure --- -- ----- Fascia i Plat/Low fro ie Tile 1. Starting at the eave apply course; a mm) x 10" (254 mm) x l,; �}' a minimum.2"(50.8 onto the underly � � � nun) foam paddy onto eeu n e ymeni positioned as shown under the rib ofthe tile closest to the overlook of the tile being set. Insure approximately -- 23 (I4&.4 cin) square inch adhesive cors ace ht2the underside of the tile. 2. At the second course, apply a minimum 2" (50. scorn) m x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm-) - 12 (77.4 cm) square inch adhesive contact with the underside of the tile. Medium Profile /Double Pan The 1. Sig at the eave course, a mm) x I O" (254 �) x l., PAIy a Fninunum 2" (50.8 onto the underla;rmern (25.4 lam) foam paddy shovm pan portion of the tile closest tto asitioned overloo tinder the tile being set Insure approximately e 17 (109. of the 23 (148.4 em') square inch adhesivscontact with the underside of the tile. 2. At the second course, apply a minimum 2" x T' (177.8 mm) x 1" (25.4 ram paddy ($0. onto th underlavrnent positioned as show7,oam under the the an pordon of the tile closest to the overlock of p tile being set. 3. Continue in sane manner_ Insure approximately (77.4 cm2) - 14 (90.3 era-) square inch adhesive 12' contact with the underside of the tile. .. ••• . • • . • • ••anjtrtctions continued or9 next page) •• •• .. . • • •• • ••• • ••• • •• • • • • • • • • •• •• •• •• •• •• •• •• •• •• • • • . • . • •• • • • • • • •• • • • • ••• • • • • • • • • • •• • • • ••• • • • ••• • • • • • • • • ••• • • • • • • •• • • • i O_ . No.: 13-0502_02 �'.xgirstion Da=e: 05110/17 p rovili Dnt :1.fJZp ?age 7 o` .1; _ Nail throuahplastic cefp [when ra uircdl f Underlayment a Reddy !Beneath � n. '"'V tin. e Sarens optional 71 i it weephote Eayeclosure Drip edge •. .•• • . Profilef §1ng,le Pars Tile 1. Starting at the eave course, apply a minimum 2" turn) x 10 (254 mm) x 1" (25.4 min) foam paddy onto the underlavment positioned as shown under the pan portion of the tile closest to the overlook of the tile being set. Insure approximately 17 (109.7 cm2) _ 22 (14.4 cm') square inch adhesive contact with the underside of the ale. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25_4 rani) foam paddy onto the underiayment positioned as shown under the pan portion of the tile closest to the overioeic of -the the being set. 3_ Continue in same manner. Insure approximately 17- (109.7 cm') - 19 (122.6 cm-) square inch adhesive contact with the underside of the tile. . • • •• • • . • • • . • • • . • • • • • . • .• • ••• • • ••• • • •• •• • • .• • •• • • • • • • • • • • • • •• • • • • • • • • • •• • • • • • • •• •• • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • ; O.9 n-: i.77.-0502_02 -=T-piracipz. Date: 05/10/2 7 Approvnl=:ate' 12/12/13 ( pedtie ADFfESIVE PLACEMENT DEAIL # 3 111 �'�=r: , a� _:tom• I; T. != ri2 1 • L•arit.e - va s�ne� t%. t Medium ar•i la Tii9 • •• ••• • • 1. On the eave course only, apply a minimum. 2" (50.8 mm) X 10" (254 mm) x 1" (25.4 inna) foam paddy onto the underla}anent positioned as shot,, under the strengthening rib for flat tile or under the pan portion of the tile for row or high profile tile closest to the overlook of the tile being set Leave approximately 4" (101.6 nun) up from, the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in2 (109.7-148.4 erns) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 min) x4" (101.6mm) x 1" (25.4 rum) foam paddy onto the undeFlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan porton of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8-9 in' (51.6-58.1 cru'-) of adhesive contact with the underside of the tile. (L'1structioris continued on next page} • • • • • • • • • • •• • • •• • • • •• • ••• • ••• ••• • • • • • • • • • • • • • • • •• • •• • • • • • • • • • •• • • • • • • •• •• • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • NQ A No.: =3-0502.02 Expiration Date: 05/10/17 aippr OYai Dale; 12/12/13 Paot9o11t ADIFESIVEPLAP I NT t ESA . 3 (CO T. 4UED) / i! �. :•``ti P`'di uur�z:.irl `'_ ' }t it !i_ _.,%,:::- _,___ •`cov-[1 • • • • •• ••• • • • • 3. Also apply a 2" (50_8 nim) x 4" (101.6 mm) (19 mm) paddy on top of the eave course tile surface as shown, on top of the strenGthening. rib for flat tile or on top of the pa_, portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 crn2) - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (452 cm) - 9 (58.1 cm') square inch adhesive contact with the underside of the tile at the head of the tile_ Continue in same manner. • • • •• • • .. ••• •• . • • •• • ••• • • • • • • • • • • • •• •• • ••• • • • • • • • • • •• • ••• • • • ••• ••• • • + • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • ••• • • ••• ••• • • • • ••• • • • • • • • • • •• •• • • No.: 7.3--05.0.7"-`,'i? E pirat» DLit: 05/10/17 -ADp, ovni Ds a.e: .12/12113 1 :�i.DIESP v . Pi AC MENT DETAIL Two PFCE BARREL +3 Place enough adhesive co achieve 65 to 70 In ca 1 pct With the pan die_ / 1 Steep Pitch aPpGotions fluhen required) It un: covers uptids dorrn.i lace adhesive In / / 4 to/ i in. from outside edge of cover the f ++ Than install the tile -Ensure _t3;a Al is sc_in- cotttac• -- � _3 tr� . area. Underfa+ rr� � /mens i \ f) l;\_ i1 9 f' Eave closure" Omar Sham) �' Li?eoho3C Fascia Board—'\ . �1 Sr'_aihing +i oporal f? point -up Mortar an longitudinal r'ges of rile der:I=e rop portion of the eays course careryle_r;6ur to second course of an tiles. Ensure enve end of pan cover tiles :_, rju:h at eave line. Two Piece. Barrel - High Profile Tile • ,... [COUdrs`ti 1 Two Piece arra) (Cad, ani ) Tiie 1. Starting at the eave course, apply a minimum 2" (50.8 ruin) x 10" (254 mm) x 1" (25.4 mrn) foarn paddy onto the underlavment positioned as shown under two adjacent pan tiles. Support Lave tiles from rocking until adhesive has a chance to rare, Continue in sane manner bringing two pan courses up toward the ridge_ Insure approximately 65 (419.4 cm2) — 70 (451.6 cn2) square inch adhesive contact with the underside of the pan tile Tum covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 nun) x 10" (254 rnrri) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 nun) to I" (25_4 mm) from the outside edge of the tile_ inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insu-e a minimum of 2p (129 cm2) - 25 (161.3 cm') square inch contact area on each side of the cover the to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive_ Pointing of longitudinal edges of the cover tiles are considered optional_ 5. When additional nailing is required, 2" (50.8 trim) x 4" (I01.6 mm) milers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS vIIiJ�PT1'u NPt+� •• ••• • • • • • • • • • • • •• • • •• ••• •• • • • • • •• • •• ••• • • • • . • •• • • ••• ••• • • • • • •• ••• i i • •• i {O4=Vo.: 13-0592..02, •• • • • • • • •• ,Expiration 5;t t'^ • •• • sl._ .., : . A p^rovai -3ato: 17/19/. Page 11ofi ••• • • • w • • • • • • ••• • • r • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• • ••• • Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-270038 Permit Number: RC -5-16-1256 Scheduled Inspection Date: November 23, 2016 Inspector: Naranjo, Ismael Owner: Job Address: 5 NE 105 Street Miami Shores, FL 33138-2030 Project: <NONE> Permit Type: Residential Construction Inspection Type: Truss Insp Work Classification: Alteration Phone Number Parcel Number 1121360060090 Contractor: AJ FULTON CONTRACTORS Phone: (305)970-8802 Building Department Comments FULL HOME REMODEL Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Infractio Passed Comments INSPECTOR COMMENTS -2/ False Inspector Comments CREATED AS REINSPECTION FOR INSP-269911. CREATED AS REINSPECTION FOR INSP-269769. CREATED AS REINSPECTION FOR INSP-264828. CREATED AS REINSPECTION FOR INSP-264560. CREATED AS REINSPECTION FOR INSP-264480. 8-1-16 need approved truss shop -drawings, need to perform work as per approved plans and recall for inspection. 8-4-16 not as per plans and shop -drawings, need revisions, need to perform work as per approved plans, structural plans must also match truss shop -drawings. 10/28/2016 1- (2) 2X8 ON TOP OF TIE BEAM NOT ATTACHED 2 -UPLIFT ON GIRDERS NOT ON PLANS 3 -CONTRACTOR NOT ON SITE ( NEEDS TO BE THERE NEXT TIME ) 4 -MANY OTHERS November 22, 2016 For Inspections please call: (305)762-4949 Page 10 of 32 TESTING & ENGINEERING SERVICES. INC FIELD DENSITY TEST REPORT Client: GBC Construction 11881 SW 207 Street Miami, FL 33177 Date: July 20, 2016 Job: D- 1607115 Project Name: Project Location: Residence 5 NE North Miami Avenue, North Miami, FL PROCTOR DATA Proctor No. Proc. No. Soil Description Lift No. Max. Dry Density (pct) Optimum Moisture (%) 109228 Result Beige Find Sand 109228 104.5 10.3 Required Com tion (%) 95% Test Depth Penetration (inches): 6" FIELD DENSITY TEST RESULTS Test No. Proc. No. Test Location Lift No. Dry Density % Moist. % Comp. Result 1 109228 North Area of West Side of House — Building Slab Final 100.9 11.2 96.5 Pass 2 109228 Center Area of West Side of House — Building Slab Final 99.8 12.7 95.5 Pass 3 109228 South Area of West Side of House — Building Slab Final 99.4 13.5 95.1 Pass Comments: VMB Venka# r--1 I L Professional Engineer No. 63107 State of Florida 13370 SW 131st Street, Suite 105, Miami, FL. 33186 (305) 259-9779 TESTING & ENGINEERING SERVICES INC FIELD DENSITY TEST REPORT Client: GBC Construction 11881 SW 207 Street Miami, FL 33177 Lc -s-(6 -12s6 Date: July 20, 2016 Job: D- 1607115 Project Name: Residence Project Location: 5 NE North Miami Avenue, North Miami, FL PROCTOR DATA Proctor No. Soil Description Max. Dry Density (pcf) Optimum Moisture (%) 109228 Beige Find Sand 104.5 10.3 Required Compaction (%) 95% Test Depth Penetration (inches): 6" FIELD DENSITY TEST RESULTS Test No. Proc. No. Test Location Lift No. Dry Density % Moist. 0/0 Comp. Result 1 109228 North Area of West Side of House — Building Slab Final 100.9 11.2 96.5 Pass 2 109228 Center Area of West Side of House — Building Slab Final 99.8 12.7 95.5 Pass 3 109228 South Area of West Side of House — Building Slab Final 99.4 13.5 95.1 Pass Comments: VMB Venkfftesan Professional Engineer No. 63107 State of Florida 13370 SW 131't Street, Suite 105, Miami, FL. 33186 (305) 259-9779