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RF-15-1497 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-240590 Permit Number: RF-6-15-1497 Scheduled Inspection Date: August 04, 2015 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: JULNOR JEAN,JOSEPHINESIMEON Work Classification: Flat Job Address:375 NW 111 Street Miami Shores, FL 33168-3303 Phone Number Parcel Number 1121360010760 Project: <NONE> Contractor: ISAACS ROOFING & INSULATION CORP Phone: (305)234-5234 Building Department Comments re roof flat to flat self adehered Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passedi-0 CREATED AS REINSPECTION FOR INSP-240417. CREATED AS REINSPECTION FOR INSP-238187. CREATED AS REINSPECTION FOR I N SP-237093. Roof ok missing renailing affidavit Failed ❑ No permit on site Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 03, 2015 For Inspections please call: (305)762-4949 Page 35 of 37 _r SNORES Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �.VrLM ' Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# DATE: INSPECTION AFFIDAVIT I G�c� licensed as a �n) Contractor Engineer Architect, (Print name and circle License Type) FS 468 Building Inspector License#: it 3 2S55� On or about , 61 1 = . 70 l I did personally inspect the roof deck nailing (Date&time) work at /U`1 ( � S (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual(Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this � day of �. HANNA FADUL * * _ Notary Pub is-state of Florida Notary Public, Sate of Florida at Large (toy COMM Expires Apr 30, 2016 C,OnIIT'iss!on EE 193935 *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 J Florida International Engineering and Testing Lab LLC F * 1 * E * 7500 NW 25 Street,#241, Miami, FL 33122 FLORIDA INTERNATIONAL ENGINEERING Telephone: (305) 378-1991-Fax: (305)378-1997 &TESTING LAB INSIGHT•INNOVATION-INTEGRATION Miami-Dade Lab Certification#07-0612.11-State of Florida ca#27273 --------------------------------------------------------------------------------------------------------------------- SITE SPECIFIC INFORMATION Owner's Name: �oS� � �s6 �o--t>✓Otii .�V� rrc8L Job Address: 3 5 DS1� 1 t[ �✓T•, 1•J� A#.A t 5-40F_S; SZ*L Roofing Contractor: l Permit Number: Type of Tile: av, ° o LC,ft 2 Approximate Roof Height: �- feet Slope: '12. Approximate Square Footage: Type of Access to Roof: Ladder Other Required Testing Force: 35 lbs. Testing Equipment: F.G.E. 100x Shim o Instrument Date Installed: " ( 2 �z.t;;r# Date of Inspection: 'SD S ------------------------ - -1-5------------------------------------------------------------------------------------ TEST RESULTS P= PASS, F=FAIL Test Test Test Test Test PorF PorF PorF PorF PorF Location Location Location Location Location 1 21 41 61 81 2 22 t 42 62 82 3 23 43 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 1 49 69 89 10 30 50 70 90 11 31 51 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74 94 15 35 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 79 99 20 40 60 1 80 100 ---------------------- ----------------- --------------------------------------------------------------------------- IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: ft RESPECTFULLY SUBMITTED BY: Area Units or ft2 No. of Tests Perimeter 5 Field �t11 Corners Hips& Ridges Vina a ar M.Balakrishnan V r;. State of Florida Lie#63107 FLORIDA INTERNATIONAL ENGINEERING VESTING LAB, LLC Job Address: Contractor: Fi to Sketch of Roof Ile, PT oo 00 Notes _v_ i iami Shores Village g ilding Department 0 0 E.2nd Avenue, Miami Shores, Florida 33138 .--� Tel:(305)795-2204 Fax:(305)756-8972 ® INSPECTION LINE PHONE NUMBER:(3777>- FBC 20 Master Permit No. APPLICATION Alliv Sub Permit No. A ❑BUILDING ❑ ELECTRIC ❑ ROOFING SL REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING F-1 MECHANICAL PUBLIC WORKS ❑ CHANGE OF Ej CANCELLATION EISHOP CONTRACTOR DRAWINGS JOB ADDRESS: S_\r2c0--\ City: Miami Shores County: Miami Dade Zip: 331[Q4� Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: ! OWNER: Name(Fee Simple Titleholder): Phone#:3QS 3AZ52- Q,--.1$ Address: !KZ18 ).-N t ��N r2Q2� City: 2s:> State: Zip: Tenant/Lessee Name: Phone#: Email: 1 CONTRACTOR:Company Name: M Phone#: Address: Q_ a do City: State: Zip: X315" Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency# DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: 9,Q— Specify ,L'.Specify color of color thru tile: Qf Cw NfE oonu n,t (wild Submittal Fee$ Permit Fee$�5 'C5 CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding'Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature _ure OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 by day of 20 k5 by �L1L1Joc cr 1.� who is personally known to �� . ►J W'xa o&% ,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: _ Print: Print: cam. Seal HANNA FADUL Seal: HANNA FADUL («` _ Notary Public-State of Florida ( �1,".` Notary Public-State of Florida M Comm. Expires Apr 30, 2016 1 LL Y P p My Comm. Expires Apr 30, 2016 Commission # EE 193985 Commission # EE 193985 APPROVED BY �/ O V Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) s I MIA�MI-D>r4DE Miami-Dade County HVHZ Electronic Roof Permit Form • "Delivering Excellence Every Day" Section A(General Informat n REVISI %JNI Master Permit No:b -i-E Process No: ; •••• . . .... ...... Isaacs • Contractor's Name: Roofing .. ... • ...... .. ...... Job Address: -� ••.:.. Roof CategoryEl •••••• ...... .... ..... Low Slope ❑ Mechanically Fastened Tile •• R MortarAdhesive 9et•Tile, El Asphaltic Shingles ❑ Metal Panel/Shin les •••••*Wood Aypgles/Shake•s. ❑ Sprayed Polyurethane Foam ❑ •• ... ...... Other: • • • Roof Type ❑ New Roof 0 Re-Roofing ❑ Recovering ❑ Repair ❑ Maintenance- Are there Gas Vent Stacks located on the roof? ❑ Yes 0 No If yes, what type? ❑ Natural ❑ LPGX Roof System Information Low slope roof area (ft.2) ! Steep Sloped area (ft.2) Total (ft.2) Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): Corner Size(a' x a'): JU 10 ZotS / Oz?y L o Ax,- � iv AlvissNn�,;v ��> �i��rw s-antia k IVFI KI1-11IV NLII� -1JNV11<1'��'�107OI_-LD I tins 1d3j ONINOZ nv 3� � : I Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steer) to ed Roof stem Roof System Manufacturer: 0000 0000.0 Product Approval Number: •• ••• 0000.. .• 000000 0000.. . ..0 0.: Minimum Design Wind 3's sres,If Applicable from RAS 127 CalcLu,,.Ons): g 0000 �..... 0000./�_� � 606..0 0000 •:••• P1: P2: 17- P3: Ij/ • • .. 00• Maximum Design Pressure • • Product Approval Specific System: . . • 0.0•• ••0 Method of Tile Attachment: ` A . . Steep Sloped S stem Description Deck Type: �v Roof Slope: Type Und ayment: 12 Insulation: 9 /v Fire Barrier: �f Fastener Type & Spacing: Ridge Ventilation? �s ' �S Adhesive Type: Type Cap Sheet: —" Roof Covering: Mean Root Height: Type & Size Drips Edge: 1 , Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) 0000 For Moment based the systems, choose either Method 1 or 2. Compare the values • 0000 0000.. for M,with the values from Mf. 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 acceplaBof �/ ►� ••% 0000. • << 0000 � ...� � od ent B se Tile Ca u ions Per RAS 127"0 •••••• 0000 ..... (P,• x1, -Mg• =Mr, ProductApprovaillll�.. S® .... 6•;606 (Pz x 1, _ -Mg o Mr2 - +� Product Approval Mf• 'se5••0..• 0.0 0 0. (P3: x A 2 = -M =Mrroduct Approval M,• l� • . • 0000.. 0000.. • Method 2 "Simplified Tile Calculation Per Table Below"•..0 0 0 •0• •••• Required Moment of Resistance(M,) From Table Below. Product Approval Mf Mf Re uired Moment Resistance* Mean Roof Height-► Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 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 1 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. For Uplift based tile 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 F,values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P,: x 1: = x w:=_ )-W: x cos 0: - =Fr, Product Approval F' (PZ: x 1: = x w:= )-W: x cos 0: - =F12- Product Approval F' (P3: x 1: = x w:= )-W; x cos 0: - =Fr, Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope B Job Site Aerodynamic Multiplier A Product Approval Restoring Moment due to Gravity M, Product Approval Attachment Resistance M, Product Approval Required Moment Resistance M, Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W Product Approval Tile Dimensions =length Product Approval w=width All calculations must be submitted to the Building Official at the time of permit application. MIAMI, ru MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,t'toii%,33175-2474 T(06�315-2591'1''('186)315--tlV:' NOTICE OF ACCEPTANCE (NOA) " 'www.mn airidade.eov/vera 609006 .. 6666.. Hanson Roof Tile 6666.. 1340 SW 34"'Ave •••••• 6666 6666.. Deerfield Beach,FL 33442 •••• 6666. 6666.. 6666 6666. SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of eonstr;ction�- j1 eli.als. The,•• • documentation submitted has been reviewed and accepted by Miami-Dade County RER-Pro0rt Control Section tDO4e. used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AH.I.)* ' 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: Hanson Hacienda Double Roll 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# 11-1031.03 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. MIAMI•DADE COUNTY NOA No.: 12-0917.07 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles ." . . .... ...... Material: Concrete • ...... .. ...... 1. SCOPE •••�•• • This approves a roofing system using Hanson Hacienda Roof Tile, as manufactured4y Har;-6;4o-.f Ti�ir�. Deerfield Beach, Florida and as described in Section 2 of this Notice of Acceptance•1'or the,tccmpns where• the pressure requirements, do not exceed the values listed in section 4 herein. The attac'hment cArctiiations MAlf e done as a moment based system. :":': 0 00 . . . . ...... 2. PRODUCT DESCRIPTION0 000 00* •••••• Manufactured by Test Product Applicant Dimensions Specifications Description Hanson "Hacienda" Length: 17'/4" Low profile, interlocking, extruded concrete roof Width: 13" TAS 112 tile equipped with two nail hole and double roll ''/i" thick ribs. For direct deck or battened nail-on, mortar or adhesive set applications. Trim Pieces 1=varies TAS 112 Accessory trim, concrete roof pieces for use at hips, w=varies rakes,ridges and valley terminations. varying thickness Manufactured for each tile profile. 2.1 MANUFACTURING LOCATION 2.1.1. Deerfield Beach,FL. 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161-03 PA 102 Dec. 1991 7161-03 PA 102(A) Dec. 1991 7161-03 PA 108 Dec. 1991 P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails P0631-01 PA 108 July 1994 Letter Dated Aug. 1, 1994 PA 108 Aug. 1994 Professional Service Industries, 224-47099 PA 112 Sept. 1994 Inc. The Center for Applied 94-060B PA 101 March, 1994 Engineering, Inc. 94-084 PA 101 May 1994 25-7094-1 PA 102 Oct. 1994 25-7094-7 PA 102 Oct. 1994 25-7094-4 PA 102 Oct. 1994 Project No. 307025 PA 100 Oct. 1994 Test#MDC-76 MIAMI•DADE COUNTY NOA No.: 12-0917.07 I�� :•W 1 3 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 2 of 6 2.2 EVIDENCE SUBMITTED: Test Aeency Test Identifier Test Name/Report Date 25-7183-1 PA 102 ..Feb. 1995 25-7183-2 PA 102 ••� '..;regi. 1995..... 25-7214-2 PA 102 •• ••Mailh, 1995 •• 25-7214-6 PA 102 "':" Mffih, 1995••'• Celotex Corporation Testing 528454-2-1 PA 101 •• •' Sep. 199$•...: Services 520109-2 ••• ••Vic. 190 Walker Engineering, Inc. Calculations Aerodynamic Mull W00,�. Ngrch 19H.K• IBA Consultants, Inc. 2381-249 TAS 112 .•'..' '...V/20/01..... American Test Lab of South RT1024.01- 11 TAS 112 •10/28/11 .' Florida • • 3. LIMITATIONS 0' ' ' "' • • . . 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. MIAMIDDADE COUNTY •� NOA No.: 12-0917.07 �Fju f� Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 3 of 6 4. INSTALLATION 4.1 Hanson `Hacienda' Roof Tile and its components shall be installed in strict compliancg,)With Roofing Application Standard RAS 118,RAS 119, and RAS 120. •,,,,• 4.2 Data For Attachment Calculations '..• ... . 06• ...... .. ...... Table 1: Average Weight (W) and Dimensions (I x wl•"•' • Tile Profile Weight-W(Ibf) Length-1 (ft) •••• &alh w (ft} Hanson Hacienda Tile 10.0 1.4375 08 Table 2: Aerodynamic Multipliers - X (ft) •. .... . ...... Ile X (ft ) . . a, (tt'l .... . Profile Batten Application Direct DecRApptication Hanson Hacienda Tile 0.267 0.289 Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf) Tile 3": 12" 4": 12" 511 : 12" 611: 12" 7": 12" or Profile greater Hanson Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Hacienda Tile Deck Deck Deck Deck Deck 5.70 6.55 5.56 6.39 5.41 6.22 5.92 6.80 5.82 6.69 Table 4: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) For Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (Min 15/32" plywood) (Min. 19/32" plywood) Hanson 2-10d Ring Shank Nails 27.8 37.4 28.8 Hacienda Tile 1-10d Smooth or Screw 8.8 11.8 4.1 Shank Nail 2-10d Smooth or Screw 16.4 21.9 7.1 Shank Nails 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 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 43.0 67.5 50.9 �1 Installation with a 4" tile headlap and fasteners are located a min. of 2'/2" from head of tile. MIAMI•DADECOUNTY NOA No.: 12-0917.07 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 4 of 6 Table 6: Attachment Resistance Expressed as a Moment Mf(ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum achment • ; Re4lp3ance • Hanson Hacienda Tile Adhesive **!so 26. • •••• . 2 See manufactures component approval for installation requirements. •••••• • 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. •••••• :• • • 3MTm 2-Component Foam Roof Tile Adhesive AH-160.Average weight per patty 8 ram%'•• •••• Table 7: Attachment Resistance Expressed as a Moment - *l .(ft jbf) for Single Patty Adhesive Set Systems ..•• • Tile Profile Tile Application Minimum Attachment.. Res,ltamge Hanson Hacienda Tile 3M 2-Component Foam Roof Tile Adhesive AH-160 86.61 3M 2-Com onent Foam Roof Tile Adhesive AH-160 45.5 4 Large—paddy placement of 54 grams 5 Medium paddy placement of 24 grams Table 8: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar or Adhesive Set Systems Tile Tile Attachment Profile Application Resistance Hanson Hacienda Tile Mortar Set 20.6 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami-Dade County Product Control Approved". Hanson HANSON HACIENDA ROOF TILE TILE IDENTIFICATION MARK(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 the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAMI•DADE COUNTY NOA No.: 12-0917.07 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 5 of 6 PROFILE DRAWINGS 0000 FASTENER HOLES •••• ••••.. 0000.. 0000.. 0000 •••• OVEMOCK ••••• 0. 000 0006 0000. .. 00.0 0000.. 0.000. . . . . 0.000. 0000.. 0 . . 0000.. .. . 0 . . . 0 0 0 .. . Ij UNDERLOCK 13�� HANSON HACIENDA CONCRETE ROOF TILE END OF THIS ACCEPTANCE QM1 •DADE CO• NOA No.: 12-0917.07 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 6 of 6 MIAM is MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Polyglass USA Inc. 150 Lyon Drive Fernley,NV 89408 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: Polyglass Polystick Underlayments 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. 0000 RENEWAL of this NOA shall be considered after a renewal application has been filed and tk ere has been no change.:• in the applicable building code negatively affecting the performance of this product. •• • 000 • *00:09 TERMINATION of this NOA will occur after the expiration date or if there has been a rfWlon or ghangp in the••••: materials,use, and/or manufacture of the product or process.Misuse of this NOA as an efidossenent bf"r product?9 for sales,advertising or any other purposes shall automatically terminate this NOA. Failure teTiriply with any seetivtr• of this NOA shall be cause for termination and removal of NOA. •• •• •••• ••••;• 999999 ADVERTISEMENT: The NOA number preceded by the words Miami-Dade C6y'nty,plori(t;and follpwedo. by the expiration date may be displayed in advertising literature. If any portion ofthe•140A isdisp.layedMien: 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#12-0713.02 and consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tigera. NOA No.: 14-0717.08 M� �nM 4 couNnr Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Category: Underlayment Material: SBS ,APP Self-Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick MTS Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing Location 65'8"x 313 3/s" membrane,glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing,roof tile, slate tiles and shingle underlayment. Polystick MTS Plus Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing Location 65'8"x 313 3/s" membrane,glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing,roof tile, slate tiles and shingle underlayment. Polystick IR-Xe Roll: ASTM D 1970 A fine granular/sand top surface self-adhering, Manufacturing Location 65' x 3'3 APP polymer modified,fiberglass reinforced, #1 &#2 Or 65' x 3' bituminous sheet material for use as an 60 mils thick underlayment in sloped roof assemblies. Designed as an ice&rain shield. Polystick TU Plus Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- (Surface Printing) 65' x 3'3 3/g" D 1970 fiber/polyester reinforced waterpjQQiing Manufacturing Location 80 mils thick membrane.Designed as a metarnanfi$g and•t+oof.• #1 &#2 tile underlayment. •• ••• • 66..06 6666.. Polystick TU P Roll: TAS 103 and ASTM A rubberized asphaltwa terproofing membrane, • 32'10"x 3'3 3/8" D 1970glass-fiber/polyester-rei�orced*-wrth a anti • Manufacturing Location � �• ��''�. #2 130 mils thick surface designed fof tSV*a tile t'88f. underlayment. .. .. 6666 ....�. 6666.. Polystick Tile Pro Roll: TAS 103 and ASTM A rubberized as halt selfradheri 6 lass- •0...• 61' x 3'3 3/ " D 1970 fiber/polyester reinforced ovate ro g �.... Manufacturing Location srp QAtS #2 60 mils thick membrane.Designed as a metal rbbfing and roof tile underlayment. Polystick Dual Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- Manufacturing Location 61' x 3'3-'/8" D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. MIAMI•QADE COUNTY NOA No.: 14-0717.08 men 4 Ij Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 2 of 9 PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick TU Max Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,polyester Manufacturing Location 65'8"x 3'3-3/8" D 1970 reinforced waterproofing membrane. Designed as #2 60 mils thick a a roof tile underlayment. Elastoflex S6 G Roll: TAS 103 and ASTM Polyester reinforced, SBS modified bitumen 32' 10"x 3' 3-3/8" D6164 membrane with a burn off polyethylene or sanded back face and a granule top surface. For use in roof tile underlayment systems. MANUFACTURING PLANTS: 1.Hazelton, PA 2.Winter Haven, FL EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Trinity)ERD P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798 &G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798 &G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798 &D1970 10/19/11 P40390. 08.12-1 TAS 103 &TAS 110 08/06/12 P40390.08.12-2 ASTM D 1623 08/07/12 P40390.10.12 ASTM D 1970 -:::10/03/12 • . • P37590.07.13-1 ASTM D6164 ... 07/02/13 .' P45270.05.14 TAS 103, TAS 110&AST.M •0;/12/14... • D1623 • P46520.10.14 ASTM D1623 ."". :...UO3/1d • P44360.10.14 TAS 103 &TAS 116:::. 0...x,0/07/14,;,,• P43290.10.14 ASTM D 1970&TA$a'l,Q,• '....]rU/17/14..... PRI Asphalt Technologies PUSA-035-02-01 TAS 103 ;..XV29106 PUSA-055-02-02 TAS 103 12/10/01.... PUSA-089-02-01 TAS 103/ASTM D4798 &�ti 15*5 •,.a7Y06/09 • Momentum Technologies,Inc. JX20117A TAS 103/ASTM D4798 &G155 04/01/08 RX14E8A TAS 103/ASTM D4798 &G155 11/09/09 DX23D8B TAS 103/ASTM D4798 &G155 02/18/10 DX23D8A TAS 103/ASTM D4798&G155 02/18/10 QM1AMM1-WAD = NOA No.: 14-0717.08 Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 3 of 9 INSTALLATION PROCEDURES: Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(1) Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Membrane: Polystick membranes self-adhered. Surfacing: See General Limitations Below. Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(2) Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Membrane: Elastoflex S6 G,hot asphalt applied. Surfacing: See General Limitations Below. Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(3) Base sheet mechanically fastened deck, subsequent cap membrane self- adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Ply Sheet: Polystick MTS Plus,self-adhered with minimum 3"horizontal laps and minimum 6"vertical (Optional) laps. • . . .... ...... Membrane: Polystick TU Plus, self-adhered. .. ... ...... .. ...... Surfacing: See General Limitations Below. •••••• • .... . ..... ...... .... ..... .. .. .... ...... . . . . ...... CHIAMP�QAQECOUNTY NOA No.: 14-0717.08 TI• ) Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 4 of 9 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels,and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3-1/2"and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley,start at the low point and work to the high point,rolling the membrane from the center outward in both directions. 5. For ridge applications,center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface,giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6"piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS,Polystick MTS Plus,Polystick TU Plus,Polystick Tile Pro and Polystick Dual Pro may be used in asphaltic shingles,wood shakes and shingles,non-structural metal roofing,roof tile systems and quarry slate roof assemblies. Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. •••• �� 000000 vu.• ....;. 4. Polyglass Polystick membranes shall be applied to a smooth,clean and dry surface. deck s b�free of irregularities. • ...... .. ...... 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over Xre-existing;oof 0•••• membrane as a recover system. •••••• .... . ..... 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for lodg(V tin the,Wobnt of days 0• .. ..00 . .... este in the table below after application. Polyglass reserves the right to revise or alt�e 0 duct exposure times;• not to exceed the preceeding maximum time limitations. • . . . . ...... Exposure Limitations(davs ' MTS IR-Xe Elastoflex TU Plus TU P Tile Pro Dual Pro OTU Wx • TS lus • S6 G Winter Haven, 180 90 180 180 180 180 180 90 180 FL. Hazelton PA. N/A 90 N/A 180 N/A N/A N/A N/A N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. MIAMI•DADE COUNTY NOA No.: 14-0717.08 Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 5 of 9 8. In roof tile application,data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance.Polystick TU Plus,Polystick Tile Pro,Polystick TU Max or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications.Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9.Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9a. The maximum roof slope for use as roof tile underlayment for(direct-to-deck)tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Elastoflex S6 G Polystick TU Plus, Polystick TU Polystick MTS TU P,Tile Pro, Max Plus' Dual Pro Flat Tile Prohibited 4:12 No limitation No limitation 5:12 without battens Profiled Tile Prohibited 4:12 No limitation No limitation 4:12 without battens The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for both loading and installation of tiles at all times. 'The following limitations shall be apply when using Polystick MTS Plus: • Slopes up to those shown in the table above will require stagging of tiles—two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope,for a total of 6 tiles. (See Figure 1 below) • Battens shall be used for stagging of lugged tiles above 4:12 • Battens shall be used for stagging of flat tiles above 5:12 J/Slope 0000 . . 0000 0000.. .. 6 666 . 6 6 6 6 0000.. 6• :0000: 0000.. 0000.. 0000 6 .0066. 0000 . 00000 00:90: 666. 00000 .. .. 6666 9000:0 6 6 6 6 6 Figure 1: Stagging Method 0'0 0'6 0 0 9b. There shall be no roof slope limitation for the Polystick MTS Plus/Polystick TU Pjus t}yo-ply PdCflayrneryt 6 6 6 system when a applied using the stagging method outlined above. 6 6 :6009: •6 6 MIAMI•QADE COUNTY NOA No.: 14-0717.08 Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 6 of 9 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. Roofing Tiles —� (6 Max. Per Stack) CL 12 0 6 -- �Q'P0 ," eFkFrePered.with P©tYT]GK7U Plus' 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS,Polystick MTS Plus,Polystick IR-Xe,Polystick TU Plus, Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick MTS,Polystick MTS Plus,Polystick IR-Xe, Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick MTS,Polystick MTS Plus, Polystick IR-Xe,Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G are not listed,a request may be made to the Authority Having Jurisdiction(AHJ)or the Miami-Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance, and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. .••. . . .... ... MIAMMDADE COUNTY • • • 0:0 •••••• •• •••••• • BUILDING PERMIT REQUIREMENTS: •••• • ;•••• .... . ..... Application for building permit shall be accompanied by copies of the following: ••••.• •••• ••;••• 1.This Notice of Acceptance. •• •• •••• •••••• 2.Any other documents required by the Building Official or applicable building code in order to properly evaluate 4ke: • installation of this materials. • MIAMI•DADE CO NOA No.: 14-0717.08 ••�• , UNTY Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 7 of 9 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls,with the exception of Polystick TU Plus should be back-nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type,applied with a minimum 1"metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12"o.c. Polystick TU Plus should be back nailed in designated area marked"nail area,area para clavar"on the face of membrane,with the above stated nails and/or disks. The head lap membrane is to cover the area being back- nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams(selvage laps)must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6"wide,uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement,applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments.Refer to the Polyglass Tile Loading Guidelines. See General Limitations#9 and#10. 6. Battens and/or Counter-battens,as required by the tile manufacturers NOA's,must be used on all projects for pitch/slopes of 7712"or greater. It is suggested that on pitch/slopes in excess of 6 '/a"/12",precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation&before loading of roofing tiles is Forty-Eight(48)Hours. 8. Polystick membranes may not be used in any exposed application such as crickets,exposed valleys,or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement to the area in need of repair,followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 968600 10. All self-adhered membranes must be rolled to ensure full contact with approved sub$t O. Po4vgjassrequires z' minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand.ra&ws are acceptable for••:- rolling of patches or small areas of the roof. Brooming may be used where slope profAita rolling. ' 11. All approved substrates should be "`` ` Pp dry,clean and properly prepared,before any appii�atiph of Pbf�'s'ttdk ..... membranes commences. An approved substrate technical bulletin can be furnishedu1oa.eque ste Ibis •• •• recommended to refer to applicable building codes prior to installation to verify acceptable substtm. "'"' 12. The Polyglass Miami-Dade Notice of Acceptance(NOA) approval for Polystick and Wades can be furnisher)•.:. upon request by our Technical Services Department by calling 1 (800) 894-4563. :6006` • • • • •0900• 15.0 • CMIAMI-DMADE couNTY NOA No.: 14-0717.08 ••• , Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 8 of 9 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 8944563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association(NBCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE . • •••••• • •••0 • • •0000. 00.0 • •0 0•V •0 0000 •00• •00•• •• •• 0000 0.00f• • 0000•• • • •00.0• • • • 0.0.0• MIAMI•DADE COUNTY NOA No.: 14-0717.08 • Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 9 of 9 MIAHP MIAMI-DARE COUNTY MMA PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miam1dade.eov/eeonomy 3M Company 3M Center Building 0220-05-E-06 St.Paul,MN.55144-1000 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: 3Mrm 2-Component Foam Roof Tile Adhesive AH-160 •••• . . .... ...... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logd, city, stat and followiri• statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein 0:* *0 :0 RENEWAL of this NOA shall be considered after a renewal application has been filed dnd thdre has'MM no chane• 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 bee *& kion or change in the: materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorserpent ojwy product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure td pprn1gy with anysectioin 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 revises NOA 13-0502.02 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. ��MAMMDADE COUNTY NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date:09/04/14 Page 1 of 11 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 this Notice of Acceptance.For the locations where the design pressure requirements,as determined by applicable building code,do 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 tile systems using 2-Component Foam Roof Tile Adhesive AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2-Component N/A TAS 101 Two component polyurethane foam adhesive Foam Roof Tile Adhesive AH-160 Foam Dispenser N/A Dispensing Equipment RTF1000 ProPackO 30& 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: .••• Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current;JQP,AvvhickO; attachment.' resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile.adhestve. 0.0 0% 000:00 0 0000.. MANUFACTURING LOCATION: .••••. :...:. ' 0000 0000. 1. Tomball,TX. 0000.. 0000 00:00' 0000.. . •� PHYSICAL PROPERTIES: • 0000.. Prove Test Rosults• •••• Density ASTM D 1622 1.6 lbs./ft.3 �r • 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 D 2127 0.08 Lbs./Ft' 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 @158°F., 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% 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. CMILAAWDADE COUNTY NOA No.: 14-0805.01 no• Expiration Date: 05/10/17 Approval Date:09/04/14 Page 2 of 11 EVIDENCE SUBMITTED: Test Agencv Test Identifier Test'Name/Renort Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 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 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 6906 520109-1 TAS 101 •1.2/28/98 520109-2 •••� ••• • 520109-3 """ '•'••• 520109-6 •• • 6666.. 6666 . 520109-7 6666 . 6666. 520191-1 TAS 101 ••�••� ,0-Y@;/99 ••'••• 520109-2-1 •• •• •••• •••••• 6666.. LIMITATIONS: •••••• 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire O ag' • 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 3MTO 2-Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 14-0805.01 QML • ff., Ct TY Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 3 of 11 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 attachment 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 to meet or exceed the resistance value 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). 6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF 1000 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 1 to 2 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 vweight sfiaU-hey in 0 0.0.0 accordance with the'Placement Details'herein. Each generic tile profile requires theqspec fic plaampeit noted •, herein. 0000•• •• •••••• 0000.. 0000.. 0000 s • • • 0000 • 0000. 0000.. •ss. 0000. .. .. ..s. 0000.. • • • • • 0000.. 0000.. NOA No.: 14-0805.01 Miarti•aaoe couNr�r Expiration Date: 05/10/17 Approval Date:09/04/14 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High Profiles All Eave Course 17-23 sq.inches 45-65 Flat,Low,High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat,Low,High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two-Piece Barrel(Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams per bead edge)20-25 sq. inches each bead Two Piece Barrel(Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved:ar t . he Miami- Dade County Product Control Seal as shown below. • . .... ...... CMLAMI-DADEC=UNTY • • BUILDING PERMIT REQUIREMENTS: :9"0 .... . ..... go** 00000 As required by the Building Official or applicable building code in order to properly evaluate'.--installation of this.••••• system. • . • . . . . ...... C DADE COUNTY NOA No.: 14-0805.01 • Expiration Date: 05/10/17 Approval Date:09/04/14 Page 5 of 11 ADHESIVE PLACEMENT DETAIL## 1 Itidii�lurroupbplaseicctrnart a�dtlri>m•r+ lnn. Flat/Low Profile Tile 1h•d.rA.ym.rK} r '-��ti 1. Starting at the eave course,apply a minimum 2" ` (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown, Citi fes. under the strengthening rib closest to the overlock. of the file being set. � • 2. Continue in same manner. Insure approximately 17 (109.7 cm2)—23 (148.4 cm2)square inch adhesive contact with the underside of the tile. TO i11, 3M r stir Ewesflowr+ hall thre+.Eh c aeme,rl Medium Profile/ Double Pan Tile 1whew rewired) Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the k. overlock of the tile being set. ro a•.: 2 hL Wide �,, ,,ewios►ei 2. Continue in same manner.Insure ippw;imately 17 r (109.7 cm2)—23 (148;4 c02) squarelflCh adheSN e:' contact with the underside of the tll'e'. : '• 101 66v.claaur. ...... Cava caw M Fasda 0000' :0000• 0000• 06.00• 00•• 0000• 06 60 •6•• 6••66• Ilii Ihlil+plarti c ' High Profile/Single Pan:TW: '• 1. Starting at the eave co;IW,*ply a uliuimum 2: (50.8 mm)x 10"(254 mm)x 1"(2%4 min)foam paddy onto the underlayment positioned as shown ..'�` . under the pan portion of the tile closest to the 2Ye.M�lda �~ overlock of the tile being set. f-, ``•-.,` 1 ate' • ;�, �,, ` �i'tom' 2. Continue in same manner.Insure approximately 17 (109.7 cm2)—23 (148.4 cm) square inch adhesive contact with the underside of the tile. '. r�� Weephok 0n in. ss.<s Enieclosure Orlpeaq• MIAM4DADE COUNTY NOA No.: 14-0805.01 ••n• r Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 6 of 11 ADHESIVE PLACEMENT DETAIL#2 NORO"w0911�r.Ni*** "'"! Pwddy If..ONOgT#e) Flat/Low Profile Tile +h.iww r.nuir.�, ,x Md°'''4"MG"",,-',� Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of zin .,� the tile being set. Insure approximately 17(109.7 cm) Laftem gpdana) i+{ �� fes, —23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2h% �'f'.; 2. At the second course,apply a minimum 2"(50.8mm) SOI"` � -' x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the f 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 cm2)square inch adhesive contact with the underside of the tile. ravel rrr�avglreI*ae�ent Medium Profile/Double Pan Tile #"to requindl PabtlygBunn+rrktuea 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)ji*•padd%..... onto the underlayment p;j4�ro*d as§bgwxLunder the. pan portion of the file closet to the overl'ock of tlw..:• the being set. Insure applo i6gely 17(149.7 cmc„..; ' 2 in. 23 (148.4 cm2) square ingh attsive C9111U withlthe underside of the tile. 0000 00:00. RwRen,options) ...... .... ..... .. .. .... ...... 2. At the second course,apj�.4*j inimum 2”(50.8mm).' i4ra. 26,. x 7"(177.8 mm)x 1"(214"foam��addy onto&0:• underlayment positioned as jhgwn under t ie pan;••,, I �►.un,r•. --- portion of the tile closest te'thebverlQ&bfthe tilt being set. 3. Continue in same manner.Insure approximately 12" (77.4 cm2)- 14 (90.3 cm) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) MIAMI-DADS MCOUNTY NOA No.: 14-0805.01 r r Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) w'u shmu iN pumk s. High Profile/Single Pan Tile (Wh.a �) .� P�ddrtR.irw�Ti►.o g lnn, w�.n1 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the -- `` tile being set. Insure approximately 17(109.7 cm2)— ri� 23 (148.4 cm2)square inch adhesive contact with the BMW,ep"M-1 underside of the tile. 2. At the second course, apply a minimum 2"(50.8mm) IMCOW" f. � x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the tw..o.+. underlayment positioned as shown under the pan TO in, 3 In. ��C dOwm portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2) - 19 (122.6 cm2)square inch adhesive contact with the underside of the tile. . . ...• ...... ...... .. ...... .... . ..... ...... .... ..... .. .. .... ...... . . . . ...... a DADE COuN7Y NOA No.: 14-0805.01 ••� i Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 8 of 11 ADHESIVE PLACEMENT DETAIL#3 �tlMuuyh��p�aslic aeise� w�dY Ibsen cAes! 1. On the eave course only,apply a minimum 2" (50.8 sates mm)x 10" (254 mm)x 1" (25.4 mm)foam paddy Alk• ° ►{""'deF° onto the underlayment positioned as shown,under the strengthening rib for flat file or under the pan portion of the tile for low or high profile rile closest 4x4 to the overlock of the tile being set.Leave approximately 4" (10 1.6 mm)up from the eave Sb*pad* edge free of foam to prevent the expanded adhesive 01n 3x`kL from blocking the weep holes. Insure • approximately 17-23 int(109.7-148.4 cm)of otn adhesive contact with the underside of the tile 21o. r'"ecl� 2. Apply a 4"(101.6 mm)x 4" (101.6 mm)x 1" (25.4 mm)foam paddy onto the underlayment just below RaVLawPraMTut the second course line positioned foam paddy Iftill under the strengthening rib for flat tile,or under the '�" " CO"°e1tif0"d" i pan portion of the tile, closest to the underlock for Pa aoe the second course tile to be installed. Insure approximately 8-9 int(51.6-58.1 cm2)of adhesive Ieptim al 'W"WtW contact with the underside of the tile. i (Instructions continued on next page) .... 00*0 •• a ••• • • UMMUPOW • 0b1. 21 ••.• r • • • • • •.•••• 00009 EweCemse Fasda •• •• •••• ••••�• CMIAMI-DADENOA No.: 14-0805.01 •• • � , Expiration Date: 05/10/17 Approval Date:09/04/14 Page 9 of 11 ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) MaRtlmoeaghplastic 9�epecidpuaderdle PaM 3. Also apply a 2" (50.8 mm)x 4" (101.6 mm)x%" '� ""�"`° (19 nun)paddy on top of the eave course tile Batte"` surface as shown on to of the strengthening� r�o.der�e� � P gthenin rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. oo� Install second course of tile. Insure approximately 42410. 9(58.1 cm2) - 11 (71cm2) square inch adhesive 2714 contact with the underside of the tile at the overlap paftm and 7 (45.2 cm2)-9 (58.1 cm2) square inch twolde adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. Ease toWrse WeWhok 101a. tie. Eave dosom UAp edge High prodikM 0000 0000.. .. 0000.• • 0000.• . . • 0000•. 0000 • • • 0000.. 00000 . 0000• 00.00• 0000 0000• •0 •, 00.0 •..•.. 0000.. • • • 0 . • 0000•• 0000•• . • 0000.. •• Y NOA No.: 14-0805.01 QMIANDMADE Co� Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1)Place enough adhesive to achieve 6S to 70 s%in. Steep pitch applications I• Starting at the eave course,apply a minimum 2" In contact with the pan die. (when required) (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam 2)Tum covers upside down.Place adhesive in paddy onto the underlayment positioned as to 1 In.from outside edgeof cover tile. Inst Then instal)the tile.Ensue 20 to shown under two adjacent pan tiles. Support eave 25 s%in.contact area. ° tiles from rocking until adhesive has a chance to Underlaym.nt cure. e ° ° 2. Continue in same manner bringing two pan ° courses up toward the ridge. Insure approximately 65 (419.4 cm)—70(451.6 cm) square inch adhesive contact with the underside sheathing of the pan tile. Eave closure (motarshown) 3. Turn covers upside down exposing the underside w.ephole Fascia Board of the tile.Apply a minimum 1"(25.4 mm)x 10" (254 mm)bead of adhesive directly on the inner Remove top portion of the eave course cover tile.Abut to second course of edge of each side of the cover tile.Leave pan tiles Ensure eave and of pan and cover tiles are flush at eave line. approximately 3/4"(19 mm)to 1"(25.4 mm) Two Piece Barrel-High Profile Tile from the outside edge of the tile,inward,free of foam to allow for expansion. 4. Turn cover file over a4a.foam is applied and••;• place onto pan rile cbtlrse' Insutd h minimum of. 20(129 cm) -25t 1:1 om 2)squat a mch . contact area on ea %iop of theecovef rile t(C&V•; pan tile. Continue ftWVb mant8f.'?fim avian..• any cured exposed foams adhesives Pointing";•• longitudinal edges of the cover tiles ire •••••• considered optionaj0•;•; ' . . . . ...... 5. When additional nae bg 4 required Z'(50.10 0.. mm)x 4"(101.6 mm)nailers o?W til:wire system using galvanized,stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE MIAMIaDADE coulvnr NOA No.: 14-0805.01 BE 4=0 Expiration Date: 05/10/17 Approval Date:09/04/14 Page 11 of 11 ,4 AK � � c � \\ i Miami Shores Village 10050 N.E.2nd Avenue NW Miami Shores,FL 33138-0000 t \ � Phone: (305)795-2204 Y y ••. ,_.. �� 'OC RLpA y r .. /25/28`4 Expiration: 12/22/2015 Project Address Parcel Number Applicant 375 NW 111 Street 1121360010760 JOSEPHINESIMEON JULNOR JE Miami Shores, FL 33168-3303 Block: Lot: Owner Information Address Phone Cell JOSEPHINESIMEON JULNOR JEAN 375 NW 111 Street MIAMI SHORES FL 33168-3303 Contractor(s) Phone Cell Phone Valuation: $ 9,000.00 ISAACS ROOFING&INSULATION COI (305)234-5234 (786)277-9756 Total Sq Feet: 700 Type of Work: Re Roof Available Inspections: Additional Info:re roof flat to flat self adehered Inspection Type: Classification:Residential Tin Cap Scanning:3 Final Roof Roof in Progress Renailing Affidavit Review Roof Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-6-15-56016 CCF $5.40 06/18/2015 Check#:09695 $50.00 $730.90 DBPR Fee $3.75 DCA Fee $3.75 06/25/2015 Credit Card $730.90 $0.00 Education Surcharge $1.80 Bond#:2764 Permit Fee-New Roof $250.00 Scanning Fee $9.00 Technology Fee $7.20 Total: $780.90 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING, MECHANICAL,WINDOWS, DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFID certify that all th egoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zing. FZKhermore, thorize the above-named contractor to do the work stated. June 25, 2015 Authorized Signatur OOwne / Applicant / Contractor / Agent Date Building Dep rt t Copy June 25,2015 1 e Miami Shores Villa �C g PFCF1V • Building Department JUN � 2di� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY: INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 JO BUILDING Master Permit No.1'1-1— 15-1 Y99 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC EP ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores Countv: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): Phone#: ? 5Q5 R- (f�,382A Address: S't C0-2--\ City: M.- State: i L_ Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: �S��CS ��• M� Phone#: 3CK 3 Address: City: Qom\ S.� Q* r, . ��aa State: Zip: Qualifier Name: k5�:.w� C-�d m ;c��utn Phone#: 305 State Certification or Registration#: cs—c- \3 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: / City: State: Zip: Value of Work for this Permit:$ �i - Square/Linear Footage of Work: Type of Work: ❑ Addition [4? Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work:�Z Qnc'�F a� v 0. S Q3 Specify colorof color ;;^^t��hru tile: //-- Submittal Fee$ ✓0 .W Permit Fee$25��.�� CCF$ J. CO/CC$ Scanning Fee$ Radon Fee$,� �� DBPR$ Notary$ Technology Fee$_ T��_Training/Education Fee$ � Double Fee$ Structural Reviews$ Bond$ �� TOTAL FEE NOW DUE$ . (Revised02/24/2014) / �"� -3D �� r Bonding Company's Name(if applicable) 'Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this _day of a Q 20 VS .by y�day of ,20 by who is personally known to Q�c;,►J �dM�cs� who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: i Sign: - Print: ..�, s. v..._ Print: -1-FMLJUL Notar Publi;// EE f Florida HANNA FADUL Seal (, �c�; y Seal: _ Notary Public -State of Florida �. f, « My Comm. E30, 2016 iz `av 4 _ y` Comrn ssi93985 My Comm. Expires Apr 30,7.0161 Commission # EE 193985 �t N APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 'roperty Search Application- Miarni-Dade County Page 1 of r EXEMPTIONS 5 REAL TANGIBLE PUBIX r E TAX ROLL HOME OTHER BENEFITS ESTATE PERSONAL PROPERTY RECORDS TOO��S ADMINISTRATION ABOUT CONTSACT Internet Explorer 8 is not fully supported in this application.Please upgrade or use a different browser to enjoy all features of the Miami-Dade County Property Search. Address Owner Name Subdivision Name Folio SEARCH: 375 nw 111 st ; Suite Q❑ PROPERTY INFORMATION Folio:11-2136-001-0760x, Sub-Division: �NEW MIAMI SHORES ESTS Property Address 375 NW 111 ST " Miami Stares,FL 3316&3303 Owner JULNOP,JEAN Mailing Address r 375 NVV 111 ST MIAMI SHORES.FL 331613-3303 E Primary Zone y z i iSGL FAMILY-1551-1700 SO "j'' '.``'" Ea,„i``'" Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY 1 UNIT Beds/Baths 1 Half "- I Floors Living Units 1 Actual Area 2,115 Sq.Ft Living Area 1,269 Sq.Ft Adjusted Area 1.776 Sq.Ft 2014 Aerial Photography � Lot Size 7,500 Sq.Ft :''.. <r• .....,.„ 60k _, M Year Built 1952 Featured Online Tools Comparable gales Glossae' Non-Ad Valorem Assessments PA Additional Online Tools ' Property Record Cards EW _$-s.,`chH,Ig Report Discrepancies Report Homestead Fraud Tax Com arr. iscrl Tax Estimator TRIM Notice View Taxes ASSESSMENT INFORMATION 0 BENEFITS INFORMATION 8 ittp://www.miamidade.gov/propel ty,search/ 6/18/201' 'roperty Search Application - Miami-Dade County Page 2 of r 2015 IMPORTANT NOTICE:The assessment and exemption values Currently shown are preliminary and are subject to change until they are certified on July 1. Benefit Type 2015 2014 2013 Year 2015 2014 2013 Save Our Homes Cao Assessment Reduction $170,552 $113,921 $72,660 Land Value $134,£29 $80,514 $37J01 Homestead Exemption $25,000 $25,000 $25,000 Building Value $125,875 $122,820 $123.020 Second Homestead Exemption $16.128 $15.405 $14,069 Extra Feature Value $976 $992 $1,008 -Senior Homestead Exemption $50.000 $50,000 $50,000 Market Value $261,680 $204,326 $161,729 04,326 $161.729 Note:Not all benefits are applicable to all Taxable Value_s(i.e County,School Board,City,Regional) ........ _._. -__. ..... . _._ _._. Assessed Value $91,128 $90,405 $89,069 FULL LEGAL DESCRIPTION Q TAXABLE VALUE INFORMATION @ NEW MIAMI SHORES ESTS PB 51-80 2015 2014 2013 LOT 28 ELK 3 COUNTY LOT SIZE 75.000 X 100 Exemption Value $91,128 $90,405 $39,069 OR 16431.3417 12941 Taxable Value $0 $0 $0 -- The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the SCHOOL BOARD most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full - --- ---- -- - -- -_ - disclaimer and User Agreement at httD7/,' wW.aiianiidade.gov/info/disclaimer.asr) Exemption Value $25,000 $25,000 $25,000 Taxable Value $66.928 $65,405 $84,069 For inquiries and suggestions email us at htto 1/w.vw.rmiamidade.goy/oa/emaiI/ASP/formNew asu. _-... _. _ _... Version:2.0.3 CITY Exemption Value $50,(.,X1 $50,000 $6n1000 Taxable Value $41.128 $40,405 $39,069 REGIONAL.... ..._..--.. -_._...... ._......_. Exemption Value $%000 $90,000 $501000 Taxable Value $41.126 $40,405 $39,069 SALES INFORMATION 0 Previous Sale Price OR Book-Page Qualification Description 12/01/1994 $72,000 16636-3417 2008 and prior year sales,Qual by exam of deed CM,101/1994 $0 1851&0388 Qual by exam of deed 10!01/1986 $1391800 13'1 .3'1$3 2008 and prior year sales;Qual by exam of deed For more information about the Department of Revenue's Sales Qualification Codes. 2015 2014 2013 LAND INFORMATION 0 - - - - -- Land Use Muni Zone PA Zone Unit Type Units Calc Value GENERAL R-92.5,R-13 0700-SGL FAMILY-1551-1700 SQ Front Ft. 75.00 $134,829 BUILDING INFORMATION 0 Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft. Calc Value 1 1 1952 1,583 1,269 1,421 $98,902 1 2 1975 532 0 355 $26,973 Building Sketches Available! EXTRA FEATURES 0 Description Year Built Units Calc Value Chain-link Fence 4-5 fl high 9973 200 $976 ADDITIONAL INFORMATION 'The information listed below is not derived from the Property Appraiser's Office records.It is provided for convenience and is derived from other government agencies. ittp:/!'wNv,,�-.miamidade.gov/property search/ 6/18/201' M- , • • l . • IN SON! ■!■■■!■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.7■!■Inial ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■IIon ! J Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section C Low Sloped Roof System) Fill in Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet and identify Manufacturer Attachment (If a component is not d,identify as°NAS ey System Manufacturer:__ Field:5"oc @ Lap,#Rows @ o oc NOA No.: �• Perimeter:-!(O "oc @Lap,#Rows @ • pc Design Wind Pressures, From RAS 128 or Calculation s: Corner: .f' oc @Lap,#Row7 Pmax1: 7/ Pma3:r� O S @ • !•• •• •• • •••••• Number of Fastener Fertnsulation • Max. Design Pressure, From the Specific NOA Board •••••• System: "a��. ,.$" .... ..... Field: Peri t r • •• Comer•! ••••. Deck: 01-7 • •. .• . •.•.•• Type: .•...• . . • Illustrate Components Noted and:...;• •••••• Gauge/Thickness: Details as Applicable: : .'. • Slope: Woodbiocking, Gutter, Edge' Ter;ptntf*, • • .s�iF �� s tripping, Flashing, Continuous Cleat'• Cd'ht • Anchorrtsase�� Sheet&No.of Ply s):_�/JL� trip, Base Flashing, Counter- Flashing, Coping,Etc. AncW/Base Sh et E�,s ten rBo ding Matl: Indicate: Mean Roof Height, Parapet Height, CS e aHeight of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Insulation Base Layer: Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Base Insulation Size d Thickness: Base Insulation F tenedBoning Material: A EL¢SO�It,��df 6� Top Insulation L er: FT./ Top Insulation 1 nd Thickness: Z4,,y4 4!dA. Parapet Height Top Insulation Fastener/Bonding Material: rr Base Sheet(s)&No.of Ply(s):_ ff� FT. Base Sheet Fastener,Bondin aterial: '"7LHeht Ply Sheet(s)&No.of Ply($) � Sir Ply Sheet Fastener/Bonding aterial: �f4�l�9�ElZE Top Ply:_>�G45T?,.aGP,r SA/p Z-� Top Ply Fastener/Bonding Mat al: Surfacing: /Ili,f it 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 systerp inst4lations.•:•:•• Additionally,the following items should be addressed as part of the agreement between Me pfvn@r ant the,,, ••• • contractor.The owner's initial in the designated space indicates that the item has been ewplaigad. ; •�; ...:.. 1. _) J Aesthetics-Workmanship:the workmanship provisions of Section R44026am.1for thepujggse of :" providing that the roof system meets the wind resistance and water instruction perforn"tt standards. ••••• Aesthetics(appearance)are not a consideration with respect to workmanship provisioRi.'Q4sthetic i§9UL% ••*••• such as color or architectural appearance,that are not part of a zoning code,should to addressed as pah of """ the agreement between the owner and the contractor. ; ; ...... the existing wood roif detktna have to pe •••• 2.. Renailing wood decks:When replacing roofing, g y • renailed in accordance with the current provisions of Section R4403.(The roof deck is usually conceaidd Prior to removing the existing roof system). 3. Common roofs:Common-roofs are those which have no visible delineation between neighboring units(i.e.,townhouses,condominiums,etc.) In buildings with common roofs,the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. Exposed Ceiling: Exposed,open beam ceilings are where the underside of the roof decking can be viewed from below.The owner may wish to maintain the architectural appearance;therefore, roofing nail penetration of the underside of the decking may not be acceptable.This provides the option of maintaining the appearance. 5. J Ponding water:The current roof system and/or deck of the building may not drain well and may cause water to pond(accumulate)in low-lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. �.�Overflow scuppers(wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. LVentilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly(the building itself).The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Ow r Agent's Signature ate Contractor Signature Date Revised on 7/9/2009 LD KJAMa M. 2 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Polyglass USA,Inc. 150 Lyon Drive Fernley,NV 89408 SCOPE: 00 This NOA is being issued under the applicable rules and regulations governing the use of construction%0g0rials. Thp. documentation submitted has been reviewed and accepted by Miami-Dade County RER-13rc&Juai ControLSection to be,• used in Miami Dade County and other areas where allowed by the Authority Having Jurisditti�ptr(AHJ)0.0 0000:. 000000 0 , This NOA shall not be valid after the expiration date stated below.The Miami-Dade Courg 13%duct C44r,4tSectio0tl000.•. (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the rt�ht to&ave this ••:' 0 product or material tested for quality assurance purposes. If this product or material fails tp.00pe000 Nrm in 4h0 scoeeptedo 0 0 0" 00 manner,the manufacturer will incur the expense of such testing and the AHJ may immedigWyrgvoke,modify,or 0• suspend the use of such product or material within their jurisdiction. RER reserves the rigtt tb rtvokeihis 3Fceptar4W,.;o if it is determined by Miami-Dade County Product Control Section that this product or material fails tomeetthe , requirements of the applicable building code. 0.0 0 : 0 000 :000% This product is approved as described herein, and has been designed to comply with the Florida Buildin 'Code g including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Self-Adhered Roof System over Wood Decks 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 revises NOA4 13-0514.10 and consists of pages 1 through 33. The submitted documentation was reviewed by Alex Tigera. NOA No.: 13-1217.01 �I��nrrY Expiration Date: 10/11/17 Approval Date: 11/06/.14 Page 1 of 33 ROOFING ASSEMBLY APPROVAL Cate2ory: Roofing j Sub-Cateaorv: Modified Bitumen Materials SBS/APP/TPO Deck Type: Wood Maximum Design Pressure -112.5 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE I 0000 Test Prpduo• •••• 0000.. Product Dimensions Specification Descr'il!itioh •••• • . . 0000.. Elastobase 65' 2"x 3' 3-3/8" ASTM D 6163, SBS modified asphalt coa[eUriberglass reinforced :....: 0000 Type I base sheet. 0000 •0.0.0 . 0000. XtraFlex SBS Glass 65' 8"x 3' 3-3/8" ASTM D 6163, SBS modified asphalt coated fi�rglasg teirfQrced •• ••• Base Type I base sheet. " " •• • •••••• 0*000 Polyglass G2 Base 108' x 36" ASTM D 4601 Asphalt-coated fiberglass reinforced base s4eet 00,.0 Type lI ..... . 0000.. Polyanchor 250' x 48" ASTM D 4601 A polymer woven, high performance,avonletic base ' Type II sheet. 100 0 Elastobase P 65' 8"x 3' 3-3/8" ASTM D 6164, SBS modified asphalt coated polyester reinforced base Type I sheet. Elastoflex SA V FR 66' 8"x 3' 3-3/8" ASTM D 6163, Self-adhered, fire-rated, fiberglass reinforced, SBS (1.5-mm) Type t modified bitumen membrane with a self-adhering back face and a smooth top surface. Elastoflex SA V 66' 8"x;' 3-3/8" ASTM D 6163, Self-adhered,fire-rated, fiberglass reinforced, SBS PLUS FR Type l modified bitumen membrane with a self-adhering back face and a smooth top surface. Elastoflex SA V(1.5- 66' 8"x 3' 3-'/8" ASTM D 6163, Self-adhered,fiberglass reinforced, SBS modified mm) Type] bitumen membrane with a self-adhering back face and a smooth top surface. Elastoflex SA V 66' 8"x 3' 3-'/8" ASTM D 6163, Self-adhered, fiberglass reinforced, SBS modified PLUS Type I bitumen membrane with a self-adhering back face and a smooth top surface. XtraFlex SBS Base 66' 8"x 3' 3-'/$" ASTM D 6163, Self-adhered,fiberglass reinforced, SBS modified SA Type l bitumen membrane with a self-adhering back face and a smooth top surface. Elastoflex SA P FR 32' I0"x 3' 3-3/8" ASTM D 6164, Self-adhered,fire-rated,polyester reinforced, SBS Type I modified bitumen membrane with a self-adhering back face and a granule top surface. XtraFlex SBS G SA 32' 10"x 3' 3-3/8" ASTM D 6164, Self-adhered, fire-rated, polyester reinforced, SBS Type I modified bitumen membrane with a self-adhering back face and a granule top surface. MIAMMDADE COUNTY NOA No.: 13-1217.01 Expiration Date: 10/11/17 Approval Date: 11/06/1.4 Page 2 of 33 Elastoflex SA P 32' 10"x 3' 3-3/8" ASTM D 6164, Self-adhered,fiberglass reinforced, SBS modified Type I bitumen membrane with a self-adhering back face and a granule top surface. Polyflex 32' 10"x 3' 3-3/8" ASTM D 6222 Torch applied, polyester reinforced,APP modified bitumen membrane with a burn off polyethylene back face and a smooth or sanded top surface. XtraFlex APP S 32' 10"x 3' 3-3/8" ASTM D 6222 Torch applied,polyester reinforced,APP modified bitumen membrane with a burn off polyethylene back face and a smooth or sanded top surface. Polybond 32' 10"x 3' 3-3/8" ASTM D 6222 Torch applied, polyester reinforced,APP,plgdified bitumen membrane with aburnoff polyatkyle'lhe bark... face and a smooth or sanded top surface*••• .' Polyflex G 32 ' 10"x 3' 3-3/8" ASTM D 6222 Torch applied,polyester r�*... d,APP modified ••..•' bitumen membrane with a Ww off polyeth%ene bn4... face and a granule top surface•.' :000'0 •• • Polyflex SA P 32' 10"x 3' 3-'/8" ASTM D 6222, Self-adhered, polyester rei'nfo�ek, APPIrUd�ed a. '•••• Type I bitumen membrane with ej j*-.a eringVa.&face anis a granule top surface. Polyflex SA P FR 32' 10"x 3' 3-'/8" ASTM D 6222, Self-adhered,fire-rated, pblyesler reinlbrced, APP ;•• Type I modified bitumen membrane with a self-a(w4ring back • face and a granule top surface. 66 0 XtraFlex APP G SA 32' 10"x 3' 33/g" ASTM D 6222, Self-adhered, fire-rated,polyester reinforced, APP Type I modified bitumen membrane with a self-adhering back face and a granule top surface. Polyfresko G SBS SA 32' 10"x 3' 3-'/8" ASTM D 6164, Self-adhered,fiberglass reinforced, SBS modified Type I bitumen membrane with a self-adhering back face and a granule top surface. Polyfresko G SBS SA 32' 10"x 3' 33/$" ASTM D 6164, Self-adhered,fire-rated, fiberglass reinforced, SBS FR Type I modified bitumen membrane with a self-adhering back face and a granule top surface. Polyfresko G APP SA 32' 10"x 3' 33/800 ASTM D 6222, Self-adhered,polyester reinforced,APP modified Type I bitumen membrane with a self-adhering back face and a granule top surface. Polyfresko G APP SA 32' 10"x 3' 3-3/8" ASTM D 6222, Self-adhered, fire-rated, polyester reinforced,APP FR Type I modified bitumen membrane with a self-adhering back face and a granule top surface PolyKool 32' 10"x 3' 3-3/s" ASTM D6222 Self-adhered,polyester reinforced, APP modified Type I bitumen membrane with a self-adhering back face and a white film laminate on the top surface. XtraFlex Kool APP S 32' 10"x 3' 33/8" ASTM D6222 Self-adhered,polyester reinforced,APP modified SA Type I bitumen membrane with a self-adhering back face and a white film laminate on the top surface. Polyglass APP Base 65' 8"x 3' 3_3/8,, ASTM D 6509 APP modified asphalt coated fiberglass reinforced Type I base sheet. MIAMI-RADE COUNTY NOA No.: 13-1217.01 •••• I Expiration Date: 10/11/17 Approval Date: 11/06/14 Page 3 of 33 PG325 Cold Process 1, 3,5, 50,55 gal. or ASTM D3019 A fibered cold process adhesive for use with roll or Adhesive tube Type III BUR roofing. PG 100 Asphalt Primer 1,3, 5, 50, 55 gal, ASTM D41 A penetrating solution of solvent and a blend of tube or 17 oz. spray selected asphalts used to promote adhesion. can XtraFlex 10 Asphalt 1, 3,5, 50,55 gal, ASTM D41 A penetrating solution of solvent and a blend of Primer tube or 17 oz. spray selected asphalts used to promote adhesion. can PG350 Mod Bit 1,3, 5, 50, 55 gal. or ASTM D3019 A fibered rubberized adhesive designed for use with Adhesive tube Type III modified bitumen membranes. 00000, PG400 Plastic Roof 1,3, 5,50, 55 gal. or ASTM D4586 A thick, fibered,rubberiz;d fl`asbing cepj for use in,:• Cement tube ASTM D3409 dry or damp conditions. • PG425 Wet/Dry Roof 1,3,5, 50,55 gal. or ASTM D4586 A thick,fibered,rubberizesWshing cement for usd"..: Cement tube ASTM D3409 dry or damp conditions. .96 :..o:.... . re ..... PG450 Flashing 1,3, 5, 50, 55 gal. or ASTM D4586 A thick, fibered, rubberizeding c*wn!.• ..:..' Cement tube •• •• •• ...... PG500 MB Flashing 1,3, 5, 50,55 gal. or ASTM D4586 A thick, fibered,rubberizgd fTating c;menj for uss..„. Cement •••••• tube with modified bitumen membranes. . Polyplus 35 Premium 1,3,5,50, 55 gal. or ASTM D3019 A fibered rubberized adhesive designedfcar use with Mod Bit Adhesive tube Type III modified bitumen membranes. XtraFlex 35 Premium 1,3, 5,50, 55 gal. or ASTM D3019 A fibered rubberized adhesive designed for use with Mod Bit Adhesive tube Type III modified bitumen membranes. Polyplus 45 Premium 1, 3,5, 50, 55 gal. or ASTM D4586 A thick,fibered,rubberized flashing cement. Flashing Cement tube Polyplus 50 Premium 1,3, 5,50,55 gal. or ASTM D4586 A thick, fibered,rubberized flashing cement for use MB Flashing Cement tube with modified bitumen membranes. XtraFlex 50 Premium 1,3, 5, 50,55 gal. or ASTM D4586 A thick,fibered, rubberized flashing cement for use Modified Wet/Dry tube with modified bitumen membranes. Cement Polyplus 55 Premium 1, 3, 5, 50,55 gal. or ASTM D4586 A mastic compound for use as a roof flashing Modified Flashing tube adhesive. Cement MIAMKIADE COUNTY NOA No.: 13-1217,01 Expiration Date: 10/11/17 Approval Date: 11/06/14 Page 4 of 33 APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) Polytherm-H Polyisocyanurate foam insulation Polyglass USA,Inc. Polytherm Polyisocyanurate foam insulation Polyglass USA,Inc. ACFoam-II Polyisocyanurate foam insulation Atlas Roofing Corp ACFoam-iII Polyisocyanurate foam insulation Atlas RQafimgCorp . . .... ...... High Density Wood Fiberboard Wood fiber insulation board •••• Ge7Ac• •• DensDeck,DensDeck Prime Gypsum insulation board Oedog-PaciPic Gypsum LrL•C•�• H-Shield Polyisocyanurate foam insulation ...Uunter Panels,LLC • H-Shield CG Polyisocyanurate/perlite composite insulation "Mu*nter Panels, LLC ••;••• ...... .. .-Corp.:::::.ENRGY-3,JM ISO 3 Polyisocyanurate foam insulation ..'lolhns M&*ville ..... ..*;U ns Board Expanded mineral fiber . .Zohns Manville Corp. . . . . . . Multi-Max FA-3 Polyisocyanurate foam insulation Rr�•ax Opsra1irig;LLC...... SECUROCK Gypsum-Fiber Roof Board Fiber reinforced coverboard ••United Stete4nipsurri ' Corporation E NOA No.: 13-1217.01 MIAMFDADCpUNTY .•• , Expiration Date: 10/11/17 Approval Date: 11/06/14 Page 5 of 33 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1_ Dekfast Fasteners 12, 14 & Insulation fastener for wood, SFS Intec, Inc. 15 HS steel and concrete decks 2. Dekfast Galvalume Steel Galvalume hex stress plate. 2 '/, x SFS Intec, Inc. Hex Plate 3 '/4" 3. 414 Roofgrip Insulation and membrane Various ••• OIvIG,•i�c. ...... fastener '• •••• .• ...... .. . ...... 4. Flat Bottom Metal Plate A2-SS aluminized steel plate 3" square ...;., OMG.Inc. • 5. Trufast#14 HD Fastener Insulation fastener for steel and ."*AltenloI4444ck&Cb. • wood decks •••••• U'S j Inc. 6. Trufast 3"Metal Insulation Round Galvalume AZ50 steel 3.23 round •••*A tenloh;Z;n*c`c&Ce..... Plate plate 3" round ;••;•; U.S.,gnc. • 7. Polygrip Fasteners#l2,#14 Insulation fastener for wood, Various •PolyglgSS�J9A, Inc.••••� &415 steel and concrete decks '••••• 8. Polygrip Hex Plates Galvalume hex stress plate. 2 '/g" x Polyglal?USA, Inc 31/411 MIAMI•DADE COUNTY NOA No.: 13-1217.01 •W • •� Expiration Date: 10/11/17 Approval Date: 11/06/14 Pave 6 of 33 APPROVED SURFACING: TABLE 4 Product Product Application Manufactur Name Description Rate Specification it PG200 Non-Fibered Roof Coating A non fibered asphaltic coating used 1'/z-2 gal/sq TAS 140 Polyglass to add life and rejuvenate existing USA,Inc. BUR roofing substrates. XtraFlex 20 Bituminous Roof A non fibered asphaltic coating used 1%-2 gal/sq TAS 140 Polyglass Coating to add life and rejuvenate existing0 .""USA, Inc. . . 000 0000.. BUR roofing substrates. PG300 Fibered Roof Coating An asphalt cutback fibered roof 1%-2 gal/sq M'13447}•0 Polyglame•:- coating. May be applied by brush or 0 USA,IAg.++; spray equipment to rejuvenate aged 0"" 0000.. • BUR 0000 S Soso. 00000+ . o +o . 0000. XtraFlex Bituminous Roof An asphalt cutback fibered roof i%-2 gal/sq +dP97114 D44-79r•�+l3olygIegs+99+ Coating Fibered coating. May be applied by brush or ;••;•; USA,Inc. • spray equipment to rejuvenate aged .0 •••••• BUR 0 00.0 • • 0000.. .• . • s++ PG600 Non-Fibered Aluminum Non-fibered aluminum roof coating. ''/z-1 gal/sq ASTM D204•S Polyglass Roof Coating Type l USA, Inc. PG650 Fibered Aluminum Roof Fibered aluminum roof coating, I''/�-2 gal/sq ASTM D2824 Polyglass Coating Type III USA,Inc. PG700 Elastomeric Roof Coating A premium white elastomeric acrylic 1-1'/z gal/sq ASTM D6083 Polyglass based roof coating(water-based). A USA,Inc. polyester fabric may be used for reinforcement with this coating. PG800 Non-Fibered Asphalt An asphalt base,un-fibered clay 3 gal/sq in ASTM D1227 Polyglass Emulsion Roof Coating emulsion two coats USA, Inc. XtraFlex 80 Emulsion Roof An asphalt base,un-fibered clay 3 gal/sq in ASTM 131227 Polyglass Coating emulsion two coats USA,Inc. PG850 Fibered Asphalt Emulsion An asphalt base, fibered clay 3 gal/sq in ASTM D1227 Polyglass Roof Coating emulsion two coats USA, Inc. Polyplus 65 Premium Fibered Fibered aluminum roof coating. 1'/2-2 gal/sq ASTM D2824 Polyglass Aluminum Roof Coating Type III USA, Inc. XtraFlex 65 Aluminum Roof Fibered aluminum roof coating. 1%-2 gal/sq ASTM D2824 Polyglass Coating Fibered Type III USA,Inc. Polyplus 60 Premium Non- Non-fibered aluminum roof coating. ''/2-1 gal/sq ASTM D2824 Polyglass Fibered Aluminum Roof Coating Type I USA, Inc. XtraFlex 60 Aluminum Roof Non-fibered aluminum roof coating. '/2-1 gal/sq ASTM D2824 Polyglass Coating Type I USA,Inc. NAMIOADECouNTY NOA No.: 13-1217.01 Expiration Date: 10/11/17 Approval Date: 11/06/14 Page 7 of 33 APPROVED SURFACING: TABLE 4 Product Product Application Specification Manufactur Name Description Rate er Polybrite 70 Premium Grade A premium white elastomeric acrylic 1-l'/2 gat/sq ASTM D6083 Polyglass Elastomeric Roof Coating based roof coating(water-based). A USA,Inc. polyester fabric may be used for reinforcement with this coating. XtraFlex 70 Premium Acrylic FR A premium white elastomeric acrylic 1-1'/2 gal/sq ASTM D6083 Polyglass Roof Coating based roof coating(water-based). A ••••i�CA,Ind •••• polyester fabric may be used for • .. 6666 . reinforcement with this coating. •..• 9.990 • Polybrite 90 High Solids Silicone A premium grade high solids, single 1.25 gal/sq A`1MN69 4 'Polygla$s....; Roof Coating component,moisture cure, fluid ••1A,Inc. ` applied silicone coating ...�•• 00 0 .6w660 XtraFlex SRC 9600 High Solids A premium grade high solids,single 1.25 gal/sq /tSTM D6694 0000olyglas!F•• • Silicone Roof Coating component, moisture cure, fluid :":': 'USA,Inc. • applied silicone coating • 6' :...:. .66.00 Polybrite 95 Silicone Roof A single component,solvent, I.25 gal/sq Agw1 b669: •••: Coating moisture cure silicone coating. 6••'L%A,Inc. XtraFlex SRC 8000 Silicone Roof A single component,solvent, 1.25 gal/sq ASTM D6694 Polyglass Coating moisture cure silicone coating. USA, Inc. Gravel To be installed in a flood coat of 400 lbs/sq N/A Generic approved asphalt at 60 lbs/sq Slag To be installed in a flood coat of 300 lbs/sq N/A Generic approved asphalt at 60 lbs/sq NOA No.: 13-1217.01 ttwM�-o�,,M0 Y Expiration Date: 10/11/17 Approval Date: 11/06/14 Page 8 of 33 EVIDENCE SUBMITTED: Test ALencv Test Name/Report Report No. Date Factory Mutual Research 4470 2W7A7.AM 08.04.94 Corporation 4450 2D5A9.AM 06.22.99 4470 3001334 02.15.00 4470 3000857 01.12.00 4470 3004091 01.12.00 4470 301232I 07.29.07 4450 3014751 08.27.03 4450 3019317 06.30.04 4470 3014692 08.05.03 Trinity ERD TAS 114 11752.09.99-1 02.08.00 TAS 114 02764.09.05 09.09.05 TAS 114 02762.03.05 03.30.05 TAS 1 I7(B)-ASTM D903 020841.06.04 06.02.04 TAS 114 P1734.07.06-R1 02.27.07 TAS 114 P1738.02.07 02.05.07 TAS 114 P1739.01.07 01.23.07 TAS 117(B)-ASTM D6862 C8500SC.11.07 ••1, 30.07 . . .. . 0000.. ASTM D6164/ASTM D6222 Pl0490.08.0$,.• ..Q&13.08 ASTM D6164/ASTM D6222 P10490.10.08,R,L... '.A.M.08 .000:0 ASTM D6222 P7400.03.08-R-P•:•• 10.09.08 • 0000.. TAS 114(D)—ASTM DI 876 PI 0070.10.0p••••• :.Jm. 9.08 • ASTM D6222 P10490.10.08-2.00 ' 10.30.08 ":". FM 4470&TAS 114 P33970-03.11*:**: 0•bi%5.11 0090* ASTM D6163 /ASTM D 4601 P33960.03.1*1*• • •Q.15.11 •••,�� TAS 114&TAS 117(B) 11757.12.00-1;R1• 04.29.13 ...0;. TAS 114&TAS 117(B) 11757.04.01-I,RI ASTM D6164 P37590.07.13 1,.0 : •OWe02.13 0 0 0 0 ASTM D6164 P37590.03.13-3A •03.66.13 ASTM D6163 P37590.03.13-2-R1 02.05.13 ASTM D6222 P37590.09.13 09.12.13 ASTM D4601 /TAS 117 P45940.09.13 09,04.13 TAS 114&FM 4474 P41630.08.13 08.06.13 TAS 114 (H) P13760.09.09 09.10.09 ASTM D4601 /TAS 1 l 7 P45970.05.14 05.12.14 PRT Construction Materials ASTM D6222 PUSA-061-02-02 01.28.08 Technologies ASTM D6222 PUSA-062-02-02 12.04.08 ASTM D6163 PUSA-064-02-02 02.27.08 ASTM D6694 PUSA-134-02-01 05.16.14 ASTM D6694 PUSA-135-02-01 05.16.14 MIAMI•DADECOUNTY NOA No.: 13-1217.01 �� '"'• Expiration Date: 10/11/17 Approval Date: 11/06/14 Page 9 of 33 Membrane Type: SBS/APP Deck Type 1: Wood,Non-Insulated Deck Description: 19/12" or greater plywood or wood plank. System Type E(1): Base sheet is mechanically attached to roof deck. All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. Base Sheet: One ply of Elastobase,XtraFlex SBS Glass Base, Elastobase P or Polyanchor fastened to the deck as described below: Fastening#1: Attach base sheet using 1 l ga. annular ring shank nails and 1-5/8"diameter tin caps spaced 8" o.c. in a 4"lap and 8"o.c. in three equally spaced staggered rows in the center of the sheet. Fastening#2: Attach base sheet using OMG 414 Roofgrip fasteners and Flat Bottom Metal Plates,Dekfast #14 with Dekfast Galvalume Steel Hex Plates, Polygrip Fasteners#14 with Potygrip Hex Plates or Trufast#14 HD Fasteners with Trufast 3"Metal Insulation Plates spaced 12"o.c. in a 4" lap and 12"o.c. in two equally spaced staggered rows in the center of the sheet. 0000 Ply Sheet: One or more plies of Elastoflex SA V(1.5-mm),Elastoflex SA V FLUS, XtraFlex 5B Base*.... SA, Elastoflex SA V FR(1.5-mm)or Elastoflex SA V PLUS FR,se9-adhered. •••;• •, 000.0. 00 0 0000.. Membrane: One ply of Polyfresko G SBS SA,Polyfresko G SBS SA FR, Polyfresko ti APP SA, :0*0*: Polyfresko G APP SA FR,Elastoflex SA P.EIastoflex SA P FR,Xvt-li Flo x SBS« -84, ..• SA P,PolyKool,XtraFlex Koo]AAF S SA,Polyflex SA P FR or%triZlrx APP Q.SQ, self- ..;. adhered. ' .. .. .. . 0000.0 Or :06:6: 0 00 One ply of Polyflex G, torch-applied. 000000 0000.. . 0000.. Surfacing: (Optional) Install one of the approved surfacing products listed in Table d to obiairMAired • • coating or required fire classification. 00 Maximum Design Pressure: -52.5 psf, (See General limitation#7.). CADE COUNTYNOA No.: 13-1217.01 • Expiration Date: 10/11/17 Approval Date: 11/06/14 Page 26 of 33 WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: I. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows,one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be Iimited to a maximum design pressure of-45 psf. S. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value gf"-45 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value,as field-tested,are below*••• 275 lbf. insulation attachment shall not be acceptable. .. ••.. • 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attacfteof t based•en a'hiinint&l' fastener resistance value in conjunction with the maximum design value listed withirf A%p8eific system. Shoup....: the fastener resistance be less than that required, as determined by the Building OfficiAli*nevised;fkte6r • spacing, prepared,signed and sealed by a Florida registered Professional Engineer, 4Zjst;fed Arc44egt,or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utjJj%Ve witiftalkaS 000000 resistance value taken from Testing Application Standards TAS 105 and calculations•icowmpliance with Roofing • Application Standard RAS 117. 0000.. 000.. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requiremtnts.di these0•areas. Fastetr..; densities shall be increased for both insulation and base sheet as calculated in•1om�lianca*,4 . Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation 99 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile,and/or flashing termination designs shall conform to Roofing Application Standard RAS 11 I and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters,and corners).Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation#7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE MIAMI•DADE COUNTY NOA No.: 13-1217.01 •• •� Expiration Date: 10/11/17 Approval Date: 11/06/14 Page 33 of 33 POLYGLASS USA INC R14571 150 LYON DR FERNLEY,NV 89408 USA SINGLE PLY MEMBRANE SYSTEMS Class A-Fully Adhered Deck:C-lS/32 Incline:2 tion(Optional):—Polyisocyanurale,perhte,wood fiber or polyisocyanurate/perlite board,any thickness. Barrier Board:-- in.(min)G-P Gypsum DensDeckQ,mechanically fastened with all joints staggered 6 in.from the p, d joints. Base Sheet:—"ELASTOBASE" sand),mechanically fastened or"ELASTOFLEX SA V PLUS FR","ELASTOFLEX SA V FR"or"£LA LEX SA V FR BASE VENT"(self adhered). PIy Sheet(Optional):--"ELASTOFLEX SA V P R","ELASTOFLEX SA V FR"or "ELASTOFLEX SA V FR BASE VENT",(self adhered). Membrane:--"POLYFLEX SA P FR", "POLYFRESKO APP SA " "ELASTOFLEX SA P FR", "POLYFRESKO SBS SA P FR", "ELASTOFLEX SA V FR HT,(self adher r"POLYFLEX G FR", "POLYFRESKO TORCH FR","DUFLEX G FR", "ELASTOFLEX S6 G FR", MOP FR", "ELASTOPLEX VG FR"or"ELASTOSHIELD TS G FR",heat fuse:[ •' ••• ••••;• Inciine: l/2 • 22.Deck: C-15/32 ..•••• .. ...... Insulation(Optional): ••••'' • —Polyisocyanurate 1.5 in. (min.) all joints staggertU-j;.(min.�fr=6the plywood joints, *000 ...... Base Sheet:--Type G2 mechanicall fastened followed b "ELASTOBASE" wkwkattically fastened. ..:..' Ply Sheet(Optional):--"ELASTOFLEX SA V PLUS FR", "ELASTOFLEX SA J; "or .• ...... "ELASTOFLEX SA V FR BASE VENTT",(self adhered) .. .• Membrane:—"POLYFLEX SA P FR", "POLYFRESKO APP SA P FR", "ELZT.6.. F.6.EX 5h r.r.. •••• • "POLYFRESKO SBS SA P F0,or"DUFLEX O FR","POLYFLEX G FR","EtAS.NFLEX•S6 G FR', "POLYFRESKO MOP FR', ELASTOFLEX VG FR"or"ELASTOSHIELDTS 4 FR",mat•; • fused. .. . ®2012 UL LLC The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service.Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow-Up Service.AIways look for the Marie on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1.The Guide Information,Designs and/or Listings(files)r:iust be presented in Their entirety and in a non-misleading manner,without any manipulation of the data(or drawings).2. The statement "Reprinted from the Online Certifications Directory with permission from UL"must appear adjacent to the extracted,material. In addition,the reprinted material must include a copyright notice in the following format: "Ccs 2012 UL LLC". .SN�REs Miamishores Village Building Department 10050 N.E.2nd Avenue OR pot Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Property Address: • . . .... ...... Roofing Permit Number: •��••� •••��• • Dear Building Official: ..•••. I certify that I am not required to retrofit the roof tetivaltconn4XIi ns of my•;900 ...... ..... ..... building because: •• •• •. • 00.0.0 I The just valuation for the structure for purpose of ad valorem taxation is less than $300,000C00'PIbase attach,proof qui„ •••••• valorem taxation. •4.50• ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC)or with fl a provisions of 1994 editio of the South Florida Building Code (1994 SFBC) c� -J Signa a Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this ' day of ,. HANNA FADUL �' Notary Public State of Florida i `;� ' MY Coy: m Expires Apr 30, 2016 Notary Public, Sate of Florida at Large CO TRmission V EE 193985 • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00,and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Humcane Mitigation. Revised on 5/21/2009