Loading...
RF-13-1313 r Miami Shores Village D MCMR7 J \ Building Department JUN 11 200 � 90050 N.E.2nd Avenue,Miami Shores,Florida 33138 6 Y. Tel: (305)795.2204 Fax: (305)756.8972 INSPECTION'S PHONE NUMBER: (305)762.4949 FBC 20 BUILDING Permit No. I —� PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: 941 NE 91 TER City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel#: 11-3206-003-0050 Is the Building Historically Designated:Yes NO X Flood Zone: OWNER:Name(Fee Simple Titleholder):MONTANA 13 HOLDINGS III LLC phone#: Address:407 LINCOLN RD STE 2-K City: MIAMI BEACH State: FL Zip: 33139 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: C $ G PRO(tmauw CTORS Phone#: 305-527-0581 Address: 9254 NW 120 TER City: HIALEAH GARDENS State: FL zip: 33018 Qualifier Name: JUAN CATA Phone#: 305-527-0581 State Certification or Registration#: CCC1328983 Certificate of Competency#: Contact Phone#: 305-527-0581 Email Address: r-gcontractorinc@aol.com DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$1700 Square/Linear Footage of Work: 150 sq ft Type of Work: ❑Addition ❑Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work: Tile Roof repair at front valley Color thru tile: sssssss*ss*****ssssssss*******ssss*ss*sFees*ssssss*s*s***ss*sss***ss***s***ss*******s** Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ i 1--• Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated_ I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC-_._. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning- "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a cer#fted copy of the recorded notice ocommencement must be posted at the-job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such pasted notice, the inspection will not rove a, inspection fee will be charged. C-1 Signature Signature "— Owner or gent Contras The foregoing instrumentwasacknowledged bce}�foore met is �� The f regoing instrument was acknowledged before me this ill day of: ,20 J,by ,4-Q. t l IJl CCS day of N 20 13,by ,v A N (2-0a a who is personally known to me or who has produced who is personally known to me or who has produced F L As identification and who did take an oath. t- ie -nd mrja NOTARY PUBLIC• fir' -NOTARY P _ �r CRISTHlAN GRILLO - MY CO SION#E ��"B•• l�ArilAtillE110 P May 1 2015 Pr Pv ,' "s Notary Public•State of Faft 7 o Sign: Sign: F 1 Print: Q`O- Commission+r EE 85 Print_ c 02AS'T1► -' My Commission Expires: My Commission Expires: OS. 31• ►5 APPROVED BY lx cF Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Rcvised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Miami Shores Village JUL i0 Building Department 26'3 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel: (305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 20 BUILDING Permit No.� 313 PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS:__ 7'T/ Ak !l� tel COO I City: Miami Shores County: Miami Dade zip: Folio/Parcel#: /l -3�e&-00 3 - -C;O Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): tt6kkua lj i Phone#:_ j •6S •le`911) Address: 4L I ' z4a, OejI U• a—x City: !A&z01l Pt&t0_"(— State: L Zip: �3 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: � .S 5 i� �C�-Phone#: �� Address: AIAl /2,0 a_d,-' City: State: p: 17 Qualifier Name: ,4,616E 7W Phone#:TS - 5;)-/ State Certification or Registration#: el 0-d- 13 2 2�9 3 Certificate of Competency#: Contact Phone#: _305 00AI'LL( Z� -'71/(� /C29 0 DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ Lp ' Square/Linear Footage of Work: Type of Work: OAddition OAlteration ONew ORepair/Replace ODemolition Description of Work: �' ` Color thru tile: Submittal Fee$ Permit Fee$ J J 6 CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature --- Owner or Agent Contra The foregoing instrument was acknowledged before me this The fore oing instrument was ackn wledg5�11e i so 3da of 20- x,b 8liSl MAL AI-c.t da of ,20� b UI' �Y Y Y who is personally known to me or who has produced .-'A who is pe son ly kn o me or who has produced As identification and who did take an oath. (Al �I �_d ntification and who did take an oath. NOTARY PUBLIC: N TARY PUBLIC: - Sign: 6� Sign: Print: Print: '.W IbYHIANGRIlLO �kss�l / My Commission Expires: MY COMMISSION#EE098 M CO S910t1_ s^ .l( # c 1 o903 Y �' Co `n'o�hNllonalN EXPIRES May 31,2015 �&0153 Plonda Savica.com APPROVED BY /" Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) ; P MIAMNDWDE JUL Miami-Dade County HVHZ Electronic Roof Permit F "Delivering Excellence Every Day" { Section A(General Information) Master Permit No: Process No: 1XD Contractor's Name: Pi -. - iV i Job Add i�✓��c� Roof Category `^�Slo ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile As h s ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes olyurethane Foa , �'�'�"�' Other: F Roof Type New Roof ❑ Recovering ❑ Repair ❑ Maintenance Are there G sated on the roof? ❑Yes ❑ No If yes,what type? ❑ Natural ❑ LPGX Roof System Information Low slope, z r' Steep Sloped area (ft.2) L)c`-�) Total(ft.z 3 U Section B(Roo lan) Sketch Roof : Illustrate all levels and sections,roof drains,scuppers,overflow scuppers and overflow drains. Include dimensions of sections and levels,dearly identify dimensions of elevated pressure zones and location of parapets. :Perimeter Width(a'): Corner Size(a'x a'): - t -- ► -� „-. vc Ile k t r F/z d:TA J C� S To Ae f flareot�. K7 IAJ Section A JUN MIAMaDIADE r� ` .__ ® Miami-Dade County Building Department Electronid�4plieatiamr- -- ' High Velocity Hurricane Zone Roofing Permit Application Form - "Delivering Excellence Every Day" Section A(General Information) Master Permit No: Process No: 13 13 Contractor's Name: I C&G Professional Contractors Inc Job Address: 941 NE 91 Ter Roof Category ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Sprayed Polyurethane Foam ❑ Other: Roof Type N Roo El*i ❑ Recovering ❑� Rep r Elainte nce N c A e as tacks located on the roof? ❑Yes 01No If yes, t pe? ElN � ❑ LPGX Roof System Info Low st o Steep Sloped area (ft?) T 1(ft.2) 1 Section B(Roof Plan) Sketch Plan: Illustrate all levels and sections, roof drains,s ppers, overflow sc ers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of el vated p ssure zo es d location(}parapets. Perimeter Width (a'): Comer Size(a'x al �1 J N. I - 1 � I r .V) _ THIS _AJAL1-r-_V AS__To__6 Tile Roof System MIAMI-DIADE' Miami-Dade County Building Department Electronic Application Section D Sloped System Description Tile Roof System "Deli►ering Excellence Every Day" Roof System Manufacturer:I ENTEGRA ROOF TILE, INC Notice of Acceptance Number(NOA):1 11-0414.09 Minimum Design Wind Pressures,If Applicable(from RAS 127 or Calculations): P1: X70 P2: -81.9 P3: -121.0 Maximum Design Wind Pressures,(From the NOA Specific system): 40.4 psf Fill in the specific roof assembly components.If a component is not required, insert not applicable(n/a)in the text box. Type:Deck Te: Type u --Select Deck T e— Optional Insulation: Y- �', NA Optional Nailable Substrate: NA Optional Nailable Substrate Attachment: Roof Slope: "M 2" NA Roof Mean Height: 12 ft. Basesheet Type: Method of Tile Attachment: #30 SATURATED BASE SHEET —Adhesive, Medium Paddy Polyfoam Polypro— Fastener Type for Basesheet Attachment: Alternate Method of Tile Attachment per NOA: 1_11/4 RS NAILS ON 1 5/8"TC @ 6" &12"OC Tile Underlayment(Cap Sheet)Type: 9 Drip Edge Size&Gauge: —3"face 26 a.— #90 TILE UNDERLAYMENT Tile Underlayment Attachment Method: Drip Edge Material Type: —Galvinized Metal— TYPE IV HOT ASPHALT Drip Edge Fastener Type: 1 1 1/4 RS NAILS @ 4"OC Tile Profile: BERMUDA CONCRETE FLAT ROOF TILE Hook Strip/Cleat gauge or weight: (-Select Hook Strip Section E 2 MIAMEOWDE Miami-Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form "Delivering Eveellenre Every Day" Section E(Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems,use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values,for each area of the roof,then the tile attachment method is acceptable. P 1: -47.0 x x .205 = -9.fi3 -Mg: fi.97 =Mr1: -1fi.fi0 < 40.4 NOA Mf P 2: -81.9 x x .205 = -16.78 -Mg: 6.97 =Mr2: -23.75 < 40.4 NOA Mf P 3: -121.0 x�, .205 = -24.80 -Mg: 6.97 =Mr3: 31.77 < 40.4 NOA Mf Method 3"Uplift Based Tile Calculations Per RAS 127" For Uplift based file systems use Method 3. Compare the values for F'with the values for Fr.If the F'values are greater than or equal to the Fr values,for each area of the roof,then the file attachment method is acceptable. P1: x1: xw:O= -WxCos 0:F7=Frl:O< NOA F' P2: x1:�=�xw:�=�-W�=� xCos 0:Q=Fr2:O<_� NOA F' P3: x1:�=Oxw; �= -W®=� xCos 0:F-1=Fr3:O<_� NOA F' Where to Obtain Information to complete the calculations „W u�a ,Q.n.'a.L ] ,,.8.,,.._,,r�.« �#D34 ..tiL.d r.. �r:.m€$.pAASJiiida'i hpr:„vt,.eK±•._k�.as2e w-6.s v A.t dam..,,: .,k t.roe:.vsa ,3fiite....aur,,w.A,.. ,sF�k„max,ks,,.n ♦rS ti:�.bu , .::fto-3r �,rrs <'Y Where to Find Description Symbol Design Pressure P1 or P2 or P3 Table 1 RAS 127,or by an engineer analysis prepared,signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope 8 Job Site Aerodynamic Multiplier Product Approval(NOA) Restoring Moment due to Gravity Mg Product Approval(NOA). Attachment Resistance Mf Product Approval_.,. r..r m_. . (NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval(NOA) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval(NOA) Tile Dimensions I=length Product Approval(NOA) w=width ..,"$ _.::. ,.,,,.w,. •a ,_,:,...ri 5+:�drtc. ti tit�d+"nn„}dRk...g:_+, v. .0 h5,.,..A 9fi.n x'e::6., .h, a. Lro n.eF sr t�Rsfs __-.. c.,.h.�. :.,z, .fes.. s., .xsR v,..Yr,,. n_ _ �: MIAMI.OIADE ® MIAMI-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT(BNC) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miRmidnd-egov/building/ Entegra Roof Tile,Inc. 1289 NE 9"'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 and accepted by Miami-Dade County BNC-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. BNC 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: Bermuda Concrete Flat Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 10-0518.01 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. �- NOA No.11-0414.09 1AMNM=M COU Expiration Date: 06/07/16 Approval Date:05/26/11 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This revises a roofing system using Entegra Flat Concrete Roof Tile, as manufactured Entegra Roof Tile Corporation in Okeechobee,FL, as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code for High Velocity Hurricane Zone. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the design pressure values obtain by calculations in compliance with RAS 127 using 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 ApBlicant Dimensions Specifications Description Entegra Flat Tile 1 16" TAS 112 Flat profile,interlocking,high pressure w= 10" extruded concrete roof tile equipped with two nail holes. For mechanical, mortar or adhesive set applications. Trim Pieces I=varies TAS 112 Accessory trim,concrete roof pieces for use w=varies at hips,rakes,ridges and valley varying thickness terminations. Manufactured for each tile profile. 2.1 MANUFACTURING LOCATION 2.1.1. Okeechobee,FL. 2.2 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Reiport Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III PA IO2&PA 102(A) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. PA 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering,Inc. PA 101 (Adhesive Set) The Center for Applied 25-7094-2 Static Uplift Testing Oct. 1994 Engineering,Inc. PA 102 (4"Headlap,Nails,Direct Deck,New Construction) NOA No.11-0414.09 MIAM"31DE COUNTY Expiration Date: 06/07/16 �� Approval Date:05/26/11 Page 2 of 6 The Center for Applied 25-7094-8 Static Uplift Testing Oct. 1994 Engineering, Inc. PA 102 (4"Headlap,Nails,Battens) The Center for Applied 25-7094-5 Static Uplift Testing Oct. 1994 Engineering,Inc. PA 102 (4"Headlap,Nails,Direct Deck, Recover/Rcroof) The Center for Applied 25-7183-6 Static Uplift Testing Feb. 1995 Engineering,Inc. PA 102 (2 Quik-Drive Screws,Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing Feb. 1995 Engineering,Inc. PA 102 (2 Quik-Drive Screws,Battens) The Center for Applied 25-7214-1 Static Uplift Testing March, 1995 Engineering,Inc. PA 102 (I Quik-Drive Screw,Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing March, 1995 Engineering, Inc. PA 102 (1 Quik-Drive Screw,Battens) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix 11 PA 108(Nail-On) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 PA 108(Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 PA 108(Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied Project No.307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-77 PA 100 Atlanta Testing& RI.894 Physical Properties Aug. 1994 Engineering,Inc. R2.894 PA 112 R3.894 Professional Service 395-40011-1 Physical Properties Feb 2004 Industries,Inc. PA 112 Celotex Corporation 520109-1 Static Uplift Testing Dec. 1998 Testing Service 520111-4 PA 101 Celotex Corporation 520191-1 Static Uplift Testing March 1999 Testing Service . PA 101 Walker Engineering,Inc. Calculations Aerodynamic Multiplier March 2004 Walker Engineering, Inc. Evaluation Calculations 25-7094 Feb 1996 Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering,Inc. Evaluation Calculations 25-7584 December 25-7804b-8 1996 25-7804-4& 5 25-7848-6 Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering,Inc. Evaluation Calculations Restoring Moment,MR March 2004 Walker Engineering,Inc. Calculations Two Patty Adhesive Set System April 1999 Nutting Engineers 13343.1 TAS 112 05/06/08 NOA No. 11-0414.09 Expiration Date: 06/07/16 Approval Date: 05/26/11 Page 3 of 6 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 W.Such testing shall be submitted to the Building and Neighborhood Compliance Department—Product Control Section 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`Flat'Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118,RAS 119,and RAS 120. 4.2 Data For Attachment Calculations. Table 1: Average Weight W and Dimensions I x w Tile Profile Weight-W(lbf) Length-1 (ft) Width-w(ft) Entegra.Flat Tile 9.7 1.33 .833 Table 2: Aerodynamic Multipliers -,X ft Tile A.(ft ) A( ) Profile Batten Application Direct Deck Application Entegra Flat Tile 0.189 0.205 Table 3: Restoring Moments due to Gravi - M ft-Ib Tile 3":12" 4":12" 5":12" VA2" Greater than Profile 7"A 2'9 Entegra Flat Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Tile Deck Deck Deck Deck Deck 6.53 6.97 6.43 6.66 6.29 6.71 6.14 6.54 5.97 6.35 NOA No.11-0414.09 MIAM4WIDE Expiration Date: 06/07/16 COUNiY Approval Date:05/26/11 Page 4 of 6 Table 4: Attachment Resistance Expressed as a Moment-M,(ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15132"plywood) (min. 19132"plywood) Entegra 2-10d Ring Shank Nails 30.9 38.1 17.2 Flat Tile 1-10d Smooth or Screw 7.3 9.8 4.9 Shank Nail 2-10d Smooth or Screw 14.0 18.8 7.4' Shank Nails 1 #8 Screw 30.8 30.8 18.2 2#8 Screw 51.7 51.7 24.4 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip) 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip) 2-10d Ring Shank Nails 50.3 65.5 48.3 l Installation with a 4"the headlap and fasterners are located a min.of 2%"from head of tile. Table 5: Attachment Resistance Expressed as a Moment K(ft-lbf) for Two Patty Adhesive Set Sy stems Tile Tile Application Minimum Attachment Resistance Profile Entegra Flat Tile Adhesive 31.3 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoarn Product Inc.Average weight per patty S grams. Table 6: Attachment Resistance Expressed as a Moment-Mt(ft-lbf) for Single Paq Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Entegra Flat Pol ProTm 118.9 Tile PolyProTm 40.4 4 Large paddy placement of 45 grams of Pol ProTm. 5 Medium paddy placement of 24 grams of Pol Pro TM. NOA No. I1-4414.09 WMUMExpiration Date: 06/07/16 _.MUN" Approval Date: 05/26/11 Page 5 of 6 5. LABELING: All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo(See Detail Below),or following statement: "Miami-Dade County Product Control Approved". ENTEGRA FLAT TILE LABEL(LOCATED ON UNDERSIDE OF 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 Building Official or Applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING ENTEGRA"FLAT"CONCRETE ROOF TILE 16" --_ 10' FIELD TILE r I6" ----I 10, THICK BUTT TILE END OF THIS ACCEPTANCE NOA No.11-0414.09 IAM UNrfY Expiration Date: 06/07/16 Approval Date:05/26/11 Page 6 of 6 CANCELLED