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BF-14-18156-)--'ir�'\ S e, i Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: JOB ADDRESS: BUILDING j AUG 2 0 2014 FBC 201® Permit No. Master Permit No. I� ROOFING City: Miami Shores County: Miami Dade Zip: .!9 J jt J X Folio/Parcelk Is the Building Historically Deignated: Yes OWNER: Name (Fee Simple City: NO Flood Zone: State: l Zip: Tenant/Lessee Name: Phone#: Email: CONTRA R: Company Name: ° i Address:4T M& Phone#: J1 City: 1� State: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: _ Contact Phone#: - 26Z •, _Email Address: f- DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ �� ��� _ 3quare/Linear Footage of Work: 19 W Color duw tile: Submittal Fee $ Z a Permit Fee $ O'�7' CCF $ CO/CC $ Scanning Fee $ Radon Fee $ • - DBPR $ Bond $ Notary $ Training/Education Fee t2SO Technology Fee $ - Double Fee $ Structural Review $ 2 , TOTAL FEE NOW DUE $ -�q 3 ' ,4 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address Zip City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, MATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT:' Notice to Applicant. As a condition to the issuance of a building permit with an estimated value promise in good faith that a copy of the notice of commencement and construction lien law bra whose property is subject to attachment. Also, a certified copy of the recorded notice of con for the first inspection which occurs seven (7) days after the building permit is issued In t inspection will not be approved and a reinspection fee will be charged Signature �F �,�'� V i� Signature Owner or Agent The fore ing instrument was acknow ged before me day of 20 , by who is sonally kn the or who has produced The foregoing instrument was acknowledged before me this day of _, 20 ] �by� who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Al: Print: d Um My Commission Expires: APPROVED BY Putt State of F*Wa My Comfission FF 032104 Exo m OW30 017 gag $2500, the applicant must ill be delivered to the person must be posted at the job site ce of such posted notice, the Plans Examiner Structural Review (Revised 3/1=12XRevised 07/lo/07AWsed 06/10/2009XRevised 3/15/09) as identification and who did take an oath. NOTARY Sign: My Commission EW MY phi ion Zoning Clerk STATE OF FLORIDA DEPARTmExT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY. LICENSING BOARD (8S 0) 487,1395 1940: NORTH MONROE STREET TALLANAS$EE FL 32399-0783. VELEZ,r GUSTAVO DANIEL REGOSA ENGINEERING SERVICES INC 15,700INE AVENUE FL 33162 t LocaI BusnesS Tax receipt Miami -Dade County, State of Florida ;THIS IS NOT A'sILL — DO NOT PAY SUSINESS NAMFJLOCATEDAI EXPIRES SA ENGINOING SERVICES INc. RENEWAL SEPTEMBER .30, 2014 :10 0 SE3 ST 9 6182$85 Must be displaVW at plana of 'tines HIAI.EAH FL 33010. Forum to County Code Ch"rBA — AM 9. & 10 0YdN1 SEC. TYPE OF ptJ wsi PAYMEOrr RECEMD " Ri:GOSA`ENGINEFdtING SERVICES INC 196 SPECIALTY' BUILDING CONTRACTOR BY TAX �QI,LECTOi; Worker(s) t CCC1327735 $45.00 07/10%2013 DaiSi-13-021229 This Loos! ftft ss 1'ax the Lad a mmm Tax. Thu Rpalpt & not a lieem. permit, or a certification of the 6etdWs gaatffit o&n , to do udmisL Nelder wW comply whhairy gaveramenW ar songoverame�l regntffiM latae anr�nhemeam which spplp to te buinem The RECEl lUrf: above ba diaptay�t'ea � aotiaaeratal v�ticl�-14lli�i l -Nada Coda Sec'8a For morabfort"omvisff THIS DOCUMENT HAS A COLOF_____W .,PATENTED PAPER + :. ST1>►TE 0.. FLORIDA D9PART28`8[JGZNDLTSTRYRLI$BO� 3EK;2022o^oosi7 LICENSE MR- .. 0��-1.8n`1d�1� J GCc132?R7 ,.- bisOLAY AS REQUIRED 0 -LAW CERTIFICATE OF LIABILITY INSURANCEDA 0811912014) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER, IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(iss) must be endorsed. if SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER � ACT (866) 616-0065 N (305) 403-0801 Best Rate Insurance Agency Inc 8600 NW 17 St. Suite 170 E L Doral, FLINS Phone (866)66) 6616-0065 Fax (305)403-0801 AFFORDING COVERAGE NAIL g INSURER A. Bridgefield Employers Insurance Company 10701 INSURED Regosa Engineering Services, Inc 1050 SE 5th Street, Bay 9 INSURER B: Preferred Contractors Ins Co RRG LLC 12497 INsURERC: Progressive American Insurance Company 24252 INSURER D: Hialeah, FL 33010 INSURER E Phone (786) 262-2964 !NSU F C COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TSR TYPE OF INSURANCE ADD tNSR POLICY NUMBER (MCM &&CWM LIMITS B GENERAL LIABILITY ® COMMERCIAL GENERAL LIABILITY ❑ ❑ CLAIMS -MADE ® OCCUR ❑ ❑ GERL AGGREGATE LUT APPLIES PER: ❑ POLICY ® � ❑LOC N —VM PC83837-03 06/13/2014 06/13/2015 EAACHOCCURRENCE $ 1,000,000.00 MI � ERN rDren e $ 50,000.00 MED EXP (AnYOne person $ 5,000.00 PERSONAL&ADV INJURY $ 1,000,000.00 GENERAL AGGREGATE $ 2,000,000.00 PRODUCTS - COMPIOP AGG $ 1,000,000.00 $ C AUTOMOBILE LIABILnY ❑ ANYAUTO ALL OWNED SCHEDULED ❑ AUTOS AUTOS ® HIRED AUTOS AUUTOS WNED ❑ 01673815-2 06/13/2014 06/13/2015 MB,,R D,D INGLE LIMB $ 300,000.00 BODILY INJURY (Per persrs) $ BODILY INJURY (Per aedd $ Rs' an AMAGE $ Comp & Coll Ded $ 100,000.00 ❑ UMBRELLAUAB ® OCCUR ❑ EXCESS uAB El CLAIMS -MADE EACHOCCURRENCE $ AGGREGATE $ DID ❑ RMWnON $ A WORKERS COMPENSATION AND EMPLOYERS' LtABWTY Y I N ANY PROPRIETORIPARTNERIEXECUTIVE OFFICERfMEIygERp(CLUpED4 ❑NIA (�t uunder D ON OF OPERATIONS below 0830-50966 05/22/2014 05/22/2015 ❑ WC S1S ❑ OTH- ER E.LEACH ACCIDENT $ 1,000,000.00 L. E.DISEASE-EA EMPLOYE $ 1,000,000.00 ELDISEASE-POUCYUMIT $ 1,000,000.00 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space is requiter!) Roofing Contractor License CCC -1327735 CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department 10050 NW 2nd Ave Miami Shores FI 33138 ACORD 25 (2010105) CIF SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORCMD REPRESENTATIVE CO 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD UPLIFT TEST EXPERTS A-1 CONSULTING ENGINEERS, INC ROOF STRUCTURES CONSULTING ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE IN ACCORDANCE WITH METRO-DADE BUILDING CODE COMPLIANCE TAS No. 106 SITE SPECIFIC INFORMATION Owner's Name: tV2 o� Permit Job Address: 2 / W Roofing Contractol` / Zv. " glk!!' � Type of Tile: _�T��1e��7" Date installed: Approximate Roof Height: /Z '/feet Roof Pitch: Z Type of Access to Roof: —� Scaffolds Ladder Approximate Square Footage of Roof: g:,:r4r0� ft 2 Required Testing Force: 35 lbs. Testing Equipment: F.G.E. 100 Date Tested: W 99 // 5s Other IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CON- TROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT SUBMITTED BY: Jose A. Martinez P.E. # 031509�, A-1 CONSULTINQ EN RS, I Lab. Certification #W-0306.03 Renews: 01-1224.05 4383 S.W. 70th Ct, Miami, Florida 33155 - Telephone (305)740-9550 - Fax (305) 740-9550 ENGLISH: Cell (305) 609-6388 - SPANISH: Cell (305) 498-9804 W, r,@u'T iii IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CON- TROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT SUBMITTED BY: Jose A. Martinez P.E. # 031509�, A-1 CONSULTINQ EN RS, I Lab. Certification #W-0306.03 Renews: 01-1224.05 4383 S.W. 70th Ct, Miami, Florida 33155 - Telephone (305)740-9550 - Fax (305) 740-9550 ENGLISH: Cell (305) 609-6388 - SPANISH: Cell (305) 498-9804 Apprgxiude square foot?*. ©\:*+{ d2 Reqllked 2f _+®:,» c 2\:&: Date kmtt4t Number r fte « sk=ai <d fa. m \ RE: Permit#�`�" Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: 91-1-71&a INSPECTION AFFIDAVIT I U�® ft - i:324' licensed as a (n) Contractor / Engineer / Architect, (Print name and drele Ucense Type) FS 468 Building Inspector License #: 01A j— On or about Pm I did personally inspect the roof deck nailing (care s�_s`"� work at � n.q-�dq `� (complete Job Site Address) Based upon that examination I Dave determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553 Signature State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property mentioned. Swom to and subscribed before me this q�hday of I 0,D t4 Notertr PUDIC a" of FAN � Notary Public, Sate of Florida t e rda Darin My CommN aran FF 032104 of w f�I8 =17 `General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an Inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each Inspection AUG 9d 2014 i : b f Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total W-) : 1 Section B [Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow BLDG DEPT scuppers and overflow drains. Include dirrmnsions of sections and levels, clearly i Ay A V' • M . 1.1 ��. '1� i Sea -on A [General Information) i Master Permit No. Process No. • Cont+ractor°s Nam® r • &a` ALL toy 5+ .lob Address a w ROOF CATEGORY 17 tow Slope ❑ Machenkaliy Fastened Tile imortadAdImlve Set Tile E3 Asphaltic E3Metal PaneWhingles ❑ Wood ShIngleslShakes Shingles i ❑ Prescriptive BUR -RAS 950 ROOF TYPE • Q New RoofdReroonng❑Recoversn9 ❑ Repair 13 Maintenance : ROOF SYSTEM INFORMATION • i Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total W-) : 1 Section B [Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dirrmnsions of sections and levels, clearly identify dimensions of elevated pressure zones and location of pgppeW Sc .- r .�.. j� -i • ..1 t :4- SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1• Aesthetics•Workmanship: the workmanship provisions of Seco on R4402 are for the purpose providing that the roof system meets the wind resistance and water instruction performance standards. of Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color -or architectural appearance, that are not part of a zoning code, should be addressed as part of the y� agreement between the owner and the contractor. 2. COA 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. y to removing the existing roof system). C roof deck is usually concealed prior 3.,Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or on/err should notify the occupants of adjacent units of roofing to be performed. 4. Cy, �, Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking be viewed from below. The owner may wish to maintain the architectural a can penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the all appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corded. & �� 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 rf overflow scuppers (wall outlets) are not provided. It may be necessary to install rflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. - i✓, Ventilation: Most roof structures should have some ability to t na airflow through the interior of the structure assembly (the building itself). The existing amount attic ntilation shall not be reduced. It may be beneficial to consider additional venting which can res It in a ending the service life of the roof. Owner gents Signature Da Contrec re Date Revised on 713/2009 LD Ffigh Velocityc+: .ne Uniform Permit =. •..roes - • Section D (Steep Sk)ped Roof System) i Winimurn Design Wind Pressms, tf Applicable (From RAS 127 or CalculaVons); .a /j MaximumDesign 40 Product Approval Specific System.-��&W OMNIu► 'i ; .moi ! ;;ia d�/� Steep Sigpq i System Description Deck type: TA Roof Slope: Type Ctrmwaymerm 12 r i="rce Barrier. VA Mem Roof Height. I m RNA-, TRW a MI A rds Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form 1 Section E (Tile Calculations) 10 For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from M, if the Mr values are greater than or equal to the M, values, for each area of the roof, then the file attachment method is acceptable. I ( ll Method 1 "Moment Based Tile Calculations Per RAS 127" T _ = s .l �fjl� x k-r'J. _ � Mg: %% Mn 3 Product Approval Mr (P2x1r-L-Mg: L•1Z=Mre1/•a/ Product Approval M, 314V {P3: -/G10 x _ 2 / - Mg: Z M /. Product A royal ,3 2 3/ PP Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M,) From Table Below Product Approval Mr 'Must be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compare the values for F with the values for F,. If the F values are greater than or equal to the F, values, for each area of the roof, then the tie attachment method Is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P,: _ x 1: = x w:= _ ) - W: x c os & - = F,,Product Approval P (PZ: x 1: = x w:= _ I - W: x cos 0: -=--F Fiz Product Approval P (P,: x 1: = x w:= _ ) - W: x cos 0 --= Fa Product Approval P Mf Requirad Moment Resistance* Symbol Where to find Mean Roof Height --I,- -►Roof Slope4 Roof 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 422 3:12 322 34.4 36.0 37A 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 the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compare the values for F with the values for F,. If the F values are greater than or equal to the F, values, for each area of the roof, then the tie attachment method Is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P,: _ x 1: = x w:= _ ) - W: x c os & - = F,,Product Approval P (PZ: x 1: = x w:= _ I - W: x cos 0: -=--F Fiz Product Approval P (P,: x 1: = x w:= _ ) - W: x cos 0 --= Fa Product Approval P Where to Obtain Information Description Symbol Where to find Desgn Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope B Job Site Aerodynamic MuWiier x Product Approval Restoring Moment due to Gravity M, Product Approval Attachment Resistance K Product Approval Required Moment Resistance M. Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance F, calculated Average Tile Weight I W Product Approval Tile Dimensions w length Product Approval All calculations must be submitted to the Building Official at the time of permit application. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI-DADE COUNTY, FLORIDA ME'T'RO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) _ Entegra Roof Tile, Inc. ` 1289 NE 9P Ave Okeechobee, FL. 34972 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County .Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Plantation 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 revises NOA No. 10-0804.15 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.- 10-1202.01 Expiration Date:1VOW5 MuuKannee caunrrr Approval Date: 12t30/10 Page I of 5 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This renews a roofing system using Entegra "Plantation" concrete roof tile, as manufactured for Entegra Roof Tile, Inc. in Okeechobee, FL as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by - Test Product Applicant Dimensions Specifications Description Plantation Tile Length: 161/2"' Flat concrete roof tile for direct deck or Width: 13" TAS 112 batten nail -on. Trim Pieces Length: varies Accessory trim, concrete roof pieces for Width: varies TAS 112 use at hips, rakes ridges and valley Thickness: varies terminations 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 in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION: 4.1 Entegra Roof Tile, Inc.'s Plantation Flat Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,119, & 120 4.2 Data For Attachment Calculations NOA No.: 10-120101 E c Expiration Date: 12/48/15 .. Approval Date: 12/30/10 Page 2 of 5 Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Plantation Tile 11.6 1.375 1.08 Table 2: Aerodynamic Multi lieft3 Tile 2. (ft3) Profile Batten Application a. (ft3) Direct Deck Application Plantation Tile 0.267 0.289 Table 3: Restoring Moments due to Gravity - M {ft4bf) Tile Profile 211:12" 311:12" 4":12" 5": 12" 6": 12" Greater than 2-10d Ring Shank Nails 30.9 38.1 17.2 1-10d Smooth or Screw Shank Nail 7": 12" 9.8 Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 51.7 24.4 Deck 24.3 Deck Deck 1-1 Od Smooth or Screw Shank Nail Eave Clip) Deck 19.0 Deck 2-10d Smooth or Screw Shank Nails Field Clip) Deck Plantation 7.22 7.91 6.85 7.79 6.75 7.67 6.61 7.52 6.44 7.32 6.26 7.04 Tile Table 4: Attachment Resistance Expressed as a Moment - Mt (ft-lbf) For Nall -On Systems Tile Profile .Fastener Type Direct Deck (Min 15132" plywood) Direct Deck (Min.19132" plywood) Battens Plantation Tile 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 Screw 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail f=ield Clip) 24.3 24.3 24.2 1-1 Od 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 2-10d Ring Shank Nails' 50.3 65.5 48.3 1 Installation with a 4"file headiap and fasteners are located a minimum of 2W from the head of tile. NOA No.: 10-1202.01 Expiration Date: 12/08/15 Approval Date: 12/30/10 Page 3 of 5 Table 6: Attachment Resistance Expressed as a Moment Mf (ftdbf) For Two Pa Adhesive Set Systems ThProfile Tile Application Minimum Attachmente Pol ProT14 118.9 Resistance Plantation Tile Adhesive 31.3 2 See manufactures component Mproval for installation requirements. 3 Flexible Products Company 7lleBond Average weights per patty 13.9 grams. Polyf9am Product Inc. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) For Sin le Patty Adhesive Set Systems Tile Profile Tile Application Minimum AttachmentResistance Plantation Tile Pol ProT14 118.9 Pol ProTm 40.4 4 Large paddy placement of 45 grams of Pot ProTm. 5 Medium paddy placement of 24 grams of Pol ProTM. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set S stems Tile Profile Tile Application Attachment Resistance See specific mortar manufacturer's Notice of Acceptance. 5. LABELING 5.1 All tiles shall bear .the imprint or identifiable marking of the manufacturer's name or logo as seen below or following statement: "Miami -Dade County Product Control Approved". 5.2 Entegra Roof Tile, Inc.'s Plantation Roof Tile bears the following markings: USA "E" USA, "E", Entegra "E", where the E is a stylized logo. 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. 7. MANUFACTURING LOCATIUNS 7.1 Okeechobee, FL NOA No.: 10-1202.01 Expiration Date: 12/08/15 Approval Date: 12/30/10 Page 4 of 5 PROFILE DRAWING PLANTATION FLAT CONCRETE DLE END OF THIS ACCEPTANCE NOA Noa 10-1202.01 MlAMMADECOUNTY Expiration Date: 12108/15 .., Approval Date: 12/30/10 Page 5 of 5 MIAMI IS DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NO 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.miamidadc.gov/pera SCOPE: TI -ds 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: 3WH 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 there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA# 11-0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0228.18 Expiration Date: 05/10%17 Approval Date: 05/10/12 Page t of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: 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 Test Product Description Suecifications 3MTM 2 -Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH - 160 Foam Dispenser RTF 1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2 -Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: Tomball, TX. PHYSICAL PROPERTIES: ProveProverty Test Results Density ASTM D 1622 1.6 lbs./ft.' Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D2'127 0.08 Lbs./Fe Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @I 58T., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% NOA No.: 12-0228.18 MIAM4D/kDEC011NTY Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 2 of 7 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 Trinity Engineering 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB -589-631 ASTM D 1623 02/01/94 Polymers. Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH - 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F _ .W 2 F'= MS NOA No.: 12-0228.18 MIAMGDADE COUNTY Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 3 of 7 INSTALLATION: 1. 3MTm 2 -Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160. 2. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in -accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2 -Component Foam Roof Tile Adhesive AH - 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). The dispense timer shall beset to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after 3MTM 2 - Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile 2 Piece Barrel) 91 17/side on'cap and 34/ an N/A Flat, Low, High Profiles #2 24 N/A Flat; Low, High Profiles #3 8 7777] 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 Nag through ptaedc cemant Faddy (9arreafh Tge) UrWeriayment _ i ,gin Eve Won l>pdornl poaadcomfWars Fade Mah at eave Me. Eevecmasec*. Eave d=n WeNftle Fasda Eew Clem 4 1% up fmm weephoW L top PWft SheaUdng of am nava two cover owl l>pdornl poaadcomfWars po"Madar Mah at eave Me. �ooglhubtl Eave d=n WeNftle Fasda [nwrlardo-) L top PWft SheaUdng of am nava two cover Abuttoaecaulormof PM on ftnme VW of l>pdornl poaadcomfWars po"Madar Mah at eave Me. �ooglhubtl Eave d=n WeNftle Fasda [nwrlardo-) NOA No.: 12-0228.18 Mu4MMADECOUNW Expiration Date: 05/10/17 • Approval Date: 05/10/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through Plastic cement Paddy (Bonestit Tfle) Nall through Plastic cement Paddy (Bone* Tile) Underlayment Underlayruent 1 7 In. 2 In. 7 k% 2 In. Eave Course Fuels Fascia %weelftle Em Course Eave closure Eave Closure L- UP edge NOA No.: 12-0228-18 hnaMl® Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement paddy Nag through plastic (between) Underlayment (under Ole) 0,� Singl1a paddy 04'.1 -34 -in x* 3 In 31n under the t 14 x3in. Ingle In. 2 In. Single SI paddy on 21n 4 in. paddy an under. layment laymerd Single paddy Eave CDOW on top of the Em Single paddy 2 hL X 7 In, medium Course % on top of O size paddy save Fascle course only Nag #Mgh plastic cement '0- � T'13 in. x 3 In. 4 Single paddy on underlayment Single paddy on top of fil^ Emcam Paddy we single paddy between the r7l. EAR Closure medium paddy am course only END OF THIS ACCEPTANCE Single paddy under Ole Single paddy between Ole 2 In. x 7 In. medium sin paddy save course only <,-.", Fascia Weephole Eave closure DrIp edge NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05110/12 Page 7 of 7