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RF-15-904 ak �sw°mss i, Miami Shores Village `' � � RW 10050 N.E.2nd Avenue NW F�t Miami Shores, FL 33138-0000 Phone: (305)795-2204 - 813E Expiration: 10/19/2015 Project Address Parcel Number Applicant 162 NW 106 Street 1121360080060 Miami Shores, FL 33150-1248 Block: Lot: JUAN CAICEDO Owner Information Address Phone Cell JUAN CAICEDO 162 NW 106 Street (561)340-4300 MIAMI SHORES FL 33138- 162 NW 106 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 13,000.00 ISAACS ROOFING&INSULATION COI (305)234-5234 (786)277-9756 Total Sq Feet: 2100 Type of Work:Re Roof Available Inspections: Additional Info:RE ROOF TILE TO TILE AND FLAT TO FL Inspection Type: Classification:Residential Up Lift Report Scanning:3 Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-4-15-55229 CCF $7.80 DBPR Fee $4.50 04/16/2015 Check#:09555 $50.00 $788.80 DCA Fee $4.50 04/22/2015 Check#:9554 $788.80 $0.00 Education Surcharge $2.60 Bond#:2682 Permit Fee-New Roof $300.00 Scanning Fee $9.00 Technology Fee $10.40 Total: $838.80 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 AFFIDAVIT: I ciify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. �utherrhore, I auth ' the above-named contractor to do the work stated. April 22, 2015 Authorized Signature: wner / Applicant / Contractor / Agent Date Building Depa ment Copy April 22, 2015 1 Miami Shores Village RE � v =,v Building Department APR 6 2015 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 B INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 i0 Gtr\ BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC &L ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1`l eZ City: Miami Shores County: Miami Dade Zip: 2_1.3 1 U Folio/Parcel#: l�. -avzklup'mfg - n d(Q C) Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: i OWNER:Name(Fee Simple Titleholder): C1yo. C Q 00 Phone#: Al CS y1A-0599 Address: City: aState: ' Zip: 33\� Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: \�QO.C� �0dF�. cc\Q Phone#: 3aS �3L1-Sa o`1 Address: City: Q State: Zip: 2a Qualifier Name: Phone#: ��(fly Q2� -ya%(Q State Certification or Registration#: 1 Q K Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 0�0 Square/Linear Footage of Work: �\UO Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: QQ Qc�� -N.,\4_ '[o �\4 L� t0 LCA U 1.� Specify color of color thru tile: r Submittal Fee$ Permit Fee$ ?tn CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$$ Structural Reviews$ Bond$ rY TOTAL FEE NOW DUE$ . go (Revised02/24/2014) X138 - �)6 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 � -el OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of XR C,L 20 V& by _day of �ec.L 120 IS by c��%aoa. Co,LQ C).p who is personally known to c�..�J �or..�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: A Print — � _ Print: ra Sea IM HANNA FADUL HANNA FADUL Seal: Notary Public-State of Florida Notary Public -State of Florida . ` «-; M Comm Expires Apr 30,2016 = My Comm. Expires Apr 30,2016 Cornrnissien 4t EE 193985 # EE 193985 ****�t*�s * ********************�s�A.tir�s�Eu*�+rsr�ra�ard+*�frc±�r*,4,r°,�y* an►���********** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) a..xa, • z OFFICE PROPER ,., APPRAISER .-A Detailed Report Generated On:4/16/2015 Property Information Folio: 11-2136-008-0060 Property Address: 162 NW 106 ST Owner JUAN CCAICEDO Mailing Address 162 NW 106 ST MIAMI SHORES FL 33150 Primary Zone 0800 SGL FAMILY- 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY : 1 UNIT Beds/Baths/Half 2/1/0 Floors 1 Living Units 1 Actual Area 1,484 Sq.Ft " Living Area 1,162 Sq.Ft Adjusted Area 1,317 Sq.Ft F Lot Size 9,150 Sq.Ft Year Built 11949 Taxable Value Information 2014 2013 2012 Assessment Information County Year 2014 2013 2012 Exemption Value $0 $0 $0 Land Value $98,074 $44,981 $44,981 Taxable Value 1 $205,037 $152,134 $161,850 Building Value $89,293 $89,293 $97,869 School Board XF Value $17,670 $17,860 $19,000 Exemption Value $0 $0 $0 Market Value _ $205,037 _$152,134 $161,850 Taxable Value $205,037 $152,134 $161,850 Assessed Value 1 $205,037 $152,134 $161,850 CitY Exemption Value $0 $0 $0 Benefits Information Taxable Value $205,037 $152,134 $161,850 Benefit Type 2014 2013 2012 Regional Note: Not all benefits are applicable to all Taxable Values(i.e.County,School Exemption Value $0 $0 $0 Board,City,Regional). Taxable Value 1 $205,037 $152,134 $161,850 The Office of the Property Appraiser is continually editing and updating the tax roll.Thiswebsite may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http:/iwww.miamidade.gov/infoldisclaimecasp Version: • A f MIAMI-DiADE Miami-Dade County HVHZ Electronic Roof Permit Fornt••• "Delivering Excellence Every Day" ...... ..:.. • Section A(General Information) .... •••••• Master Permit No: Process No: ..:..' • CIsaacs Roofinontractor s Name: 9 162 NW 106 Street • Job Address: � ••• ....•. Roof Category •• • ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Sprayed Polyurethane Foam ❑ Other: Roof Type ❑ New Roof El Re-Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes El No If yes,what type? ❑ Natural ❑ LPGX Roof System Information Low slope roof area (ft.2) 0 Steep Sloped area (ft.2) Total (ft.2)1 2100 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'):[E:] Corner Size(a' x a'): RECEIVED APR I 209 - f i t`{ DATE i IT COPY i c ' • • ••.• 000.0• 0000 • 0000•• 0000 0000•• Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application FojM::: Section C (Low Sloped Roof System) ...... .... ..... .. .. .. . ...... Fill in Specific Roof Assembly Components Fastener Spacing for Anchor7l#as'e Sheet ' and ldentify Manufacturer Attachment : •••• •• (If a component is not 'identify as"NA") . . :00000 . • • • .0000• System Manufacturer: �,7.r._���r.,?;:�.^.. ,� � • . . r /�/) Field: /Y—"oc @ Lap,#Rows �' @ ! e '' oC• • NOA No.:— 3— `2' aj I i 6/ ! t tv Perimeter: "cc @ Lap,#Rows @ ^ "cc Design Wind Pressures,From RAS 128 or Calculations: i Corner: n "oc @ Lap,#Rows 4-4 @ cc Pmaxt: i Pmax2: 71 Pmax3: /0? Number of Fasteners Per Insulation Max.Design Pressure,From the Specific NOA Board System: Gr' Field: Perim Corner Deck: Type: �.t��✓ -•/ _— S if Illustrate Components Noted and Gaugefrhickness: f `��?{ � ' Details as Applicable: Slope: '; I? Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Anchor/Base Sheet&No.ofPly(s): !'_ 4 Strip, Base Flashing, Counter- Flashing, Coping,Etc. Anchor/Base Sheet Fastener/Bonding Material: Indicate: Mean Roof Height, Parapet Height, off Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Insulation Base Layer: �}�/ 04?1 ,ee�%�i<�% �' Spacing or Submit Manufacturers Details that ! Comply with RAS 111 and Chapter 16. Base Insulation Size and Thickness: ®•®'x_ Base Insulation Fastener/Bondi n Material: Top Insulation Layer: FT Parapet Top Insulation Size and Thickness: V �'� ` Height Top Insulation Fastener/Bonding Material: :- jI/ �• w�� "'�f s4� y��-� �S'4�' Ic✓.-;ti=f• F�/r FT d Basedheet(s)&tJo.of Y(sf ,! f i fi Base Sheet Fastene ond' g Material: I Mean �f -^- wh .� . ,:s�5l ffRoof ' - Height Ply Sheet(s)&No.of Ply(s): Ply Sheet Fastener/Ponding M serial: Top Ply: fe �/;~"`S� „`: �f ems;/�*1_ , 9L471'!G✓ /� ��n„,,/s Top Ply Fasten er/Boding� aileri Surfacing: • • •••• •••••• Florida Building Code Edition 2010 • .. . High Velocity Hurricane Zone Uniform Permit Application• ;ir.e.. .... . :0669: ...... Section D (Steep Sloped Roof System) '••••' ""' ••••• ...... .... ..... ...... Roof System Manufacturer: • �� ...... Product Approval Number: • .. . • ••• 0 . Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations): P7: P2- �f p3 G Maximum Design Pressure Product Approval Specific System: r Method of Tile Attachment t% i Steep Slo ed System Description Deck Type: Roof Slope: Type Underlayment: 12 Insulation: Fire Barrier: Of Fastener Type& Spacing: fi Ridge Ventilation? �` �. Adhesive Type: Type Cap Sheet: q� � Roof Covering: Mean Roof Height: Type&Size Drips Edge: �, S " 00000 • • •••• •••••• Florida Building Code Edition 2010 ;666V":0,6, .... ...... High Velocity Hurricane Zone Uniform Permit Application ;..ir>�..•. • .... . . • .... . ..... Section E (Tile Calculations) 0 ' .. .. .. . ...... For Moment based tile systems,choose either Method 1 or 2.Compare thea ah.fe • • for M,with the values from M,. If the M,values are greater than or equal to the F4 ....•• values,for each area of the roof,then the fife attachment method is acceptable. • :6: Method 1 "kJoment Based Tile Calvirlations Per RAS 127" (P4: x X,z -M : - �o M d F • �`- "-`�-- Product Approval M, ( 2 x A F M - , (p,:�� � -� 9:�• _Mrz i Z� Product Approval M, .�� 16 �----��� g -M,,6P 7Product Approval M,, �. Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance(M,) From Table Below Product Approval Mf M Re uired Moment Resistance* Mean Roof Height-s Roof Sloe 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 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3.Compare the values for F'with the values for F,. If the F'values are greater than or equal to the F,values,for each area of the roof,then the the attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pt:-x1:_ -xw:=`]-W:`xCos 0: - -F _- ,,_ Product Approval F' (P2:-x 1• ^_x w:= )_W: x cos 0: = F, Product Approval z� F (p,:-x 1: -,x w:=��_W; x cos 0: Fra_ Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure Pt or P2 or P3 RAS 427 Table t or by an engineeri analysis prepared by PE based on ASCE 7 Mean Root Height H Job Site Roof Slope B Job Site Aerodynamic Multiplier >: Product Approval Restoring Moment due io Gravity M, Producl Approval Attachment Resistance M, Product Approval Required Moment Resistance M. Calculated Minimum Attachment Resistance F Product App,ovat Required upuit Resistance F, Calculated Average Tile Weight W aProduct Approval Tile Dimensions w l width product Approval All calculations must be submitted 10 the Building Official at the time of permit application. Owner's Notification Form HVHZ 2010 MIAMbU 04000 0 • • • 404000 •••0•• "Delivering Excellence Every Day" SECTION 1524 ••0• • 0000 •• HIGH VELOCITY HURRICANE ZONES--REQUIRED OWNERS NOTIFICATION FOR ROOft QGCONS1A RATIONS•••• 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contract+gr to provide the o4tt••: with the required roofing permit, and to explain to the owner the content of this section.• 7410 provi9ioris Mf --:see Chapter 15 of the Florida Building Code, Building govern the minimum requirements gild MIndarilVdf the ••••' '• industry for roofingsystem installations. Additionally, the followingitems should be a�g•S•SCd as parl of the•••, agreement between the owner and the contractor. The owl � � ?e1griatd s . ..e rndic� t�,s•t�t the 0• item has been explained. . . 00 000 ••••0• 1. Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity ITurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed 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 work to be performed. 4. Exposed ceilings: 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 penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions 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 Chapter 15 and 16 herein and the Florida Building Code, Plumbing. II! 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida-licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. uner' /gent's-Sigat Date: Contractor's Signature: �� ���� Permit Number. Property Address: I 1 a MIAMI. a MIAMI-DADS COUNTY CONTODEPARTMENT OF PERMITTING,ENVIRONMENT,AND REG17LATORY AFFAIRS(PEP_1) PRODUCT I SS6 O W Strect,Roomr208, BOARD AND CODE ADMINISTRATION DIVISION Miami.Florida 33375-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA �'�ti'w.misntiJadc�o�/Dora Eagle Roofing Products LLC 1575 East C.R.470 SumtervilIe,FL 33585 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in Vt'e%ttgpted manner,the manufacturer will incur the expense of such testing and the AHJ may immedigtelx tevoke,nfd li ,, or ••••;• suspend the use of such product or material within their jurisdiction. PERA reserves the ri_lit to'hevoke this''" ' acceptance, if it is determined by Miami-Dade County Product Control Section that this pPddtt br materiaNails to meet the requirements of the applicable building code. •••••• ' This product is approved as described herein,and has been designed to comply with the Fibril�Buildin$Ced� ,*:g o including the High Velocity Hurricane Zone of the Florida Building Code. • • ...... .... ..... .. . ...... ESCRIPTION: Bel Air,Bel Air Double Eagle,Ponderosa,Ponderosa Double Eagle.,."CiQ.li. n Eagle . Low Profile Concrete Tiles • . . . . ...... ABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,"oity,;tate and ftMtwing 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 shal I automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA4 11-0321.02 and consists of pages l through 10. The submitted documentation was reviewed by Alex Tigei-a. MIAM4DADECOUN7Y NOA No.:12-0430.04 �� '"'' '+♦� Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 1 of 10 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete I. SCOPE: This approves a new roofing system using"Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2.PRODUCT DESCRIP'T'ION: Manufactured by Test Product Applicant Dimensions Snecifications Description .... Bel Air Concrete Tile L= 17" TAS 112 Flat profile concret ropftile equ-IMim with 4;0•:• W= I2 '/4" nail holes. For adhesive set,directZecl•C or •• Thickness= %," battened nail-on apP1%-stlons. 0000 ••0 s••*•, Bel Air Double Eagle L= 17" TAS 112 Flat profile concrett rpq�tile egijipP8d With tip...• Concrete Tile W= 12 %4" nail holes. For ad hpsiyCigt, direct desk or .....' Thickness= %2" battened nail-on appVatidns. '..' ...... Ponderosa Concrete Tile L= 17" TAS 112 Flat profile concrete roof rile wick sj%trjfInish•••• • W= 12 1/4" equipped with two mail holes. For adhesive sed, • %1" • •••• Thickness= • direct deck or batten. •nail-on aplifi4tibns. ' Ponderosa Double Eagle L= 17" TAS 112 Flat profile concrete roof tile with shake finish Concrete Tile W= 12 '/4" equipped with two nail holes. For adhesive set, Thickness= %2" direct deck or battened nail-on applications. Golden Eagle Concrete L= 17" TAS 112 Flat profile concrete roof tile brushed finish Tile W= 12 1/4" equipped with two nail holes. For adhesive set. Thickness= '/2" direct deck or battened nail-on applications. Trim Pieces l=varies TAS 112 Accessory trim,clay roof pieces for use at hips, w=varies rakes,ridges and valley terminations. varying thickness Manufactured for each tile profile. MIAMH DADECOUN'lY NOA No.:12-0430.04 �LJUNW' 'BMW Expiration Date:10/05/16 Approval Date: 08/02/12 Page 2 of 10 L 2.1 EVIDENCE SUBMITTED: Test AIMS Test Identifier Test Name/Report Date PRI Asphalt Technologies ERPF-001-02-01 TAS 112 Aug. 2006 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 Redland Technologies 716I-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec, 1991 Appendix If TAS 108 (Nail-On) Redland Technologies P0402 Withdrawal Resistance Testing of screw vs. Sept. 1993 smooth shank nails Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 (Nail-On) 1994 TAS 108 g Redland Technologies P09647-01 Wind Tunnel Testing ..Awj. 1994 TAS 108(Mortar Set) 0000.. The Center for Applied 94-084 Static Uplift Testing'• :1CTay 1994 • Engineering, Inc. TAS 101 (Mortar Set} "" :000 00" The Center for Applied 25-7094-(2 8 0000" :>5 & ) Static Uplift Testing 0000 Oct. 1994:....• Engineering,Inc. TAS 102 • :00000 00009 The 000- The Center for Applied 25-7183-(5 thru 6) Static Uplift Testing"; -*W6 1995" Engineering,Inc. TAS 102 0000" The Center for Applied 25-7214-(1, 5,&8 :0 .• ) Static Uplift Testing: M�rt�, ]99J••• • Engineering,Inc. TAS 102 The Center for Applied 25-7487-20 0 0 Engineering,,Inc. Static Uplift Testing �� � •�j�c'1995 TAS 102 0 The Center for Applied 25-7496-(1 &4) Static Uplift Testing Dec. 1995 Engineering,Inc. TAS 102 The Center for Applied 25-7804-6 Static Uplift Testing Se 1996 Engineering,Inc. P TAS 102 Celotex Corporation Testing 520109-1 Static Uplift Testing Service 520111-4 Dec. 1998 TAS IOl Celotex Corporation Testing 520191-1 Static Uplift Testing Service p g March 1999 TAS 101 Walker Engineering,Inc. Calculations Aerodynamic Multiplier Sep. 2006 Walker Engineering, Inc. Calculations Restoring Moments Due to Gravity Sep.2006 j�'DA �; NOA No.:12-0430.04 Expiration Date:10/05/16 Approval Date: 08/02/12 Page 3 of 10 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set the applications,a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix`A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle,Ponderosa,Golden Eagle,Ponderosa•Deable Eagle Flat Concrete Roof Tiles and its components shall be installed in strict eomplianee with RoofingApplicati-6A Standard RAS 118,RAS 1 I 9 and RAS 120. .. . :0 0 0 4.2 Data For Attachment Calculations 00000. 0000 0000.. 000000 0000.. Table 1: Average Weight(W) and Dimensions (I x w}' •••••• Tile Profile Weight-W(lbf) Length-I (ft) •• ••• Wiqifirynt 1ft) •• •• Bei Air, Bel Air Double Eagle, 11.4 1.42 .. ... 1.03 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat "' Tile ������ Table 2: Aerodynamic Multipliers-A(ft3) Tile Profile A(ft ) A(ft) Batten A lication Direct Deck Application Bel Air, Bel Air Double Eagle, 0.301 0.278 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile MIAM4DADE COUNTY NOA No.:12-0430.04 Expiration Date:10/05/16 Approval Date: 08/02/12 Page 4 of 10 1 Table 3: Restoring Moments due to Gravity- M9(ft-lbf) Tile 3":12" 4":12" 5":12" 6":12" Greater than Profile 7":12" Bel Air, Bel Air Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Double Eagle, Deck Deck Deck Deck Deck Ponderosa, 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Golden Eagle, Ponderosa Double Eagle Flat Tile Table 4: Attachment Resistance Expressed as a Moment- M,(ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15132" plywood) (min. 19132" plywood) Bel Air, Bel 2-10d Ring Shank Nails 30.9 38.1 •2 Air Double 1-10d Smooth or Screw , 7.3 9.8 Eagle, Shank Nail i •• ;'4.09 '. Ponderosa, 18.8 ...;.. •••:7.4 2-10d Smooth or Screw 14.0 Golden Shank Nails •••••• Eagle, i #8 Screw 30.8 30.8 0 0 0. 0 78.2 •4 ••• Ponderosa 2#8 Screw 51.7 51.7 •••••• •• 4. - 4 000 Double 1-10d Smooth or Screw 24,3 24.3 •• •• •'2402 •••• Eagle Flat Shank Nail Field Clip) 000000 0 00 Tile ' 1-10d Smooth or Screw 19.D .00• 19.0 •••2 ,� Shank Nail Eave Cli • 2-10d Smooth or Screw 35.5 35.5 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip) 2-10d Ring Shank Nails' 50.3 65.5 48.3 1. Installation with a 4"the headla and fasterners are located a min. of 2'/"from head of tile. MIAMFDgDEC-� NOA No.:12-0430.04 Expiration Date:10/05/16 Approval Date: 08/02/12 Page 5 of 10 Table 6: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Bel Air, Bel Air Double Eagle, Adhesive 31.3 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 1 See manufactures component approval for installation requirements, 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3MTM 2-Com onent Foam Roof Tile Adhesive AH-160 Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bel Air, Bel Air Double Eagle, —3-Wm 2-Component Foam Roof Tile Adhesive AH-160 11$. •. Ponderosa, Golden Eagle, 3M '2-Componen#Foam Roof Tile Adhesive AH-16040.4' . • Ponderosa Double Eagle Fiat •• 0000 • Tile ...... .... . .... 3 Lar a add lacement of 45 rams of Pol PWM ; ...; 4 Medium add lacement of 24 rams of Pol ProT"'. ...... Table 7: Attachment Resistance Expressed as a Moment-Mf4a*- aff .. .... for Mortar Set Systems Tile Tile .. Profile A rim" Application •F�esistagcq,, •••; Bel Air, Bel Air Double Eagle, Ponderosa, Golden Mortar Set' 43.900 • Eagle, Ponderosa Double Eagle Flat Tile 5 Tile-Tite Roof Tile Mortar. MIAMI-DADE COUNTY NOA No.:12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 6 of 10 e ' S. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below),or following statement: "Miami-Dade County Product Control Approved". Gr�L I EA FLORInaA BEL AIR,BEL AIR DOUBLE EAGLE,PONDEROSA,GOLDEN EAGLE,PONDEROSA DOUBLE EAizz•• •�•••, CONCRETE ROOF TILE LABEL,SUMTERVILLE PLANT • • • • .. . 0000 •� (LOCATED On UNDERSIDE OF TILE) 6060000 000000 ••� • :0000:• •.. 6. BUILDING PERMIT REQUIREMENTS: 0 0 0 0 0000. 0 0 000.00 0000. 6.1 Application for building permit shall be accompanied by copies of the following: 0000 0 . • ..0... ...• 96.40 0101 this Notice of Acceptance. . 0 6.1.2 Any other documents required by Building Official or Applicable building0 �in•0�rder to p 0 0 •0.0 0• roperly • evaluate the installation of this system. • • • . . . . . 0000. 0000.. • . . . . . 0000.. . M"J-DAOECouf r7Y NOA No.:12-0430.04 ' Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 7 of 10 PROFILE DRAWING 17 " • • •••• •••••• • BEL AIR •••••• • :•+••: •••••• •••• ••••• • • • • • •••••• -•w 17 -1 BEL AIR DouBLE EAGLE �ruAMi-DaoEcoUr�mr NOA No.:12-0430.04 IIS Expiration Date.10/05/16 Approval Date: 08/02/12 Page 8 of 10 �1 N 1 S, 0000 PONDEROSA • s • 0000 0000•• i• • 0000 • 0000•• 0000 •�•••• • 0000•• • • • 0000 • • • • • • 0000•• 0000 • 0000• 0000•• •000 0000• • • • • • •• •• •• • 0000•• • • • • • • • • • 00•000 • • • • • be 0 = B»wry 1 17 1 PONNDEROSA DOUBLE EAGLE MAM DAD NOA No.:12-0430.04 �mwgusrjzsExpir2tion Date: 10/05/16 Approval Date: 08/02/12 Page 9 of 10 s . i N1. 12% GOLDENT EAGLE END OF THIS ACCEPTANCE ...... .... ...... .... . ..... ...... .... ..... .. .. .. . ...... . . . . ...... O►MI�I�DECOUN NOA No.:12-0430.04 �Il m Expiration Date:10/05/16 Approval Date: 08/02/12 Page 10 of 10 iMIAMI-DARE COUNTY is PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DMSION 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. 0000 . . 0000 0000.. DESCRIPTION: Polyglass Polystick Underlayments •• •••• • 0000.. 0000 0000.. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo.;joy,state.and followipg••• statement: "Miami-Dade County Product Control Approved",unless otherwise noted hereto....' :••••0 00:000 00099. 00.. 00000 RENEWAL of this NOA shall be considered after a renewal application has been filed afld there has bttn do chahk2•:' in the applicable building code negatively affecting the performance of this product. • 0000.. :0000: TERMINATION of this NOA will occur after the expiration date or if there has been a r4010h or chan$s in the: materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement A-aa y product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA#12-0713.02 and consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tigera. vl NOA No.: 14-0717.08 MAWDiADE COUNTY Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 1 of 9 ROOFING COMPONENT APPROVAL Category Roofing Sub-Cateeorv: 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 6598"x 3933/8" 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 3133/8" 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 3'33/8" APP polymer modified,fiberglassceinforced, #1 &#2 Or 65' x 3' bituminous sheet materi4l•for usi as an .... •• 60 mils thick underlayment in slop&rodf assem.089. '. ..... Designed as an ice&rain. .... ...... shield. ...... Polystick TU Plus Roll: TAS 103 and ASTM A rubberized asphalt w,lf-jMheri�,*0"s- ..... (Surface Printing) 65' x 3'33/8" D 1970 fiber/polyester reinforcedAyaterproefing ..... • Manufacturing Location 80 mils thick membrane. Designed•as&-metal roofing and rbbf•;• #1 &#2 tile underlayment. :•':': '. . . . . ...... Polystick TU P Roll: TAS 103 and ASTM A rubberized asphalt W&terproofipg Mbranb, ••• Manufacturing Location 32'10"x 3'33/8" D 1970 glass-fiber/polyester reinforced,w?th a granular #2 130 mils thick surface designed for use as a tile roof underlayment. Polystick Tile Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- Manufacturing Location 61' x 3'33/8" D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. Polystick Dual Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- Manufacturing Location 61' x 3'33/8" D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. NOA No.: 14-0717.08 MuuhEaeoe courm 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 Aeency 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 10Q7J01/10 P33370.03.11 TAS 103 •."02/11 ...... P33370.04.11 ASTM D 1623 `••` -WP.6/11 • P36900.09.11 TAS 103/ASTM D4798&Ot" --X09/01/11 •••••• P37300.10.11 TAS 110/ASTM D4798 &'D1970 100/19/11 .0000 P40390. 08.12-1 TAS 103 &TAS 11@::::• :-486/12: ,.0 P40390.08.12-2 ASTM D 1623 0 0 0 0.. .A8107112 P40390.10.12 ASTM D 1970 ••'••` `•40/83/12•••••• P37590.07.13-1 ASTM D6164 ;••;•; 07/02/13 • P45270.05.14 TAS 103,TAS 110&ASTM ' %Wi2114 D 1623000 0 . . 0000.. P46520.10.14 ASTM D1623 '.0/03/14 P44360.10.14 TAS 103 &TAS 110 10/07/14 P43290.10.14 ASTM D 1970&TAS 110 10/17/14 PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-089-02-01 TAS 103/ASTM D4798&G155 07/06/09 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 MLAWDADE C0j" NOA No.: 14-0717.08 �gjmisyjvjMu►r�Eorwe CouNr�r 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 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: 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 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: Elastoflex S6 G,hot asphalt applied. Surfacing: See General Limitations Below. •Y•. Deck Type 1: Wood,non-insulated 0 0 ' Deck Description: Min. 19/32"plywood or wood plank •• ..•• System Type E(3) Base sheet mechanically fastened deck, subsequent cap merrgAm self-adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626. •:•10• ;...•• „""• Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12" grid, 6" O.C. at'kVtd:num V Itu lap.Tfoy base sheet only) " ' "'""' . Ply Sheet: Polystick MTS Plus,self-adhered with minimum 3"horizontal laps ana minipjM§"vertiea;% (Optional) laps. . Membrane: Polystick TU Plus,self-adhered. " •" Y Surfacing: See General Limitations Below. NOA No.: 14-0717.08 MIAMFDADe COUNTY 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: 0000 1. Fire classification is not part of this acceptance. ' . . 0000 . 0000 . . . • 2. Polystick MTS,Polystick MTS Plus,Polystick TU Plus,Polystick Tile Pro and Poly�soliocj�f2ual PXp�ay be used.0 ;. in asphaltic shingles,wood shakes and shingles,non-structural metal roofing,roof the ckstems and quarry slat• roof assemblies. Polystick TU P may be used in all the previous assemblies listed a%cep!metal rQQ�i L • Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing•M roof file systems."':". Polystick TU Max may be used in non-structural metal roofing and roof tile systems'0 LINtoflexo 9=-may lie used in roof tile systems only. "000:•. Soo 00 • • 0. 3. Deck requirements shall be in compliance with applicable building code. • • :000:0 `"``` 4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. TW kck shall be free of irregularities. •• • 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exp osure Limitations(days) MTS Ht-Xe Elastoflex TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus 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. MIAMFUADE 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 ..A:12 without battens ...... ••• .. The above slope limitations can be exceeded only by using battens and counter battex9 in accordaioe with tho••:• Approved Tile System Notice of Acceptance and applicable Florida Building Code te4i tments. Battens SM, 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—t4o'tiles laidI*rp8ndicidlf t4• slope followed by a maximum four tile stack parallel to the slope,for a total of b tiles. jSee Figure I..::. 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 •• • S /Slope 4 Figure 1: Stagging Method 9b. There shall be no roof slope limitation for the Polystick MTS Plus/Polystick TU Plus two-ply underlayment system when a applied using the stagging method outlined above. NOA No.: 14-0717.08 Mu►MEoaoe couNrY 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 6 12& all rn N y t0 Roof Deck prepared with POLYSnCKTU Plus 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this7mduct with• specific prepared roofing products. Polystick MTS,Polystick MTS Plus,Polystick rR 1s;PolyStt&TU Plus,••'• Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elasttiflex S"6 G may 6e used with..: any approved roof covering Notice of Acceptance listing Polystick MTS,PolysticktIM Plus,t5b%tick IR-;Jj,..• Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick TAmPro orJiWtoflex SSG.' as a component part of an assembly in the Notice of Acceptance. If Polystick MTS;061ystick bUg Plus, •••••• Polystick IR-Xe,Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick=Pro,Polystick Tile Pro• or Elastoflex S6 G are not listed,a request may be made to the Authority Having Jurisdiction(AH4 br the Miami-Dade County Product Control Department for approval provided that appropogte Document 0pn 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. MIAMI RADE COUNTY ...• 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 the installation of this materials. NOA No.: 14-0717.08 MIAMM TZ, CI 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, appliediAbetween the application of the lap. The use of mastic between the laps does not apply to Pol:tsti cl@ MTS. •••• ....:. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlaymentsi,R*r to thpA. lyglass UP.; Loading Guidelines. See General Limitations#9 and#10. 000:0. . 0000.. 6. Battens and/or Counter-battens,as required by the tile manufacturers NOA's,must be used on allp4jects fdr pitch/slopes of 7712"or greater. It is suggested that on pitch/slopes in excess of 6 yi'�)�;',precaggqns shoj�c�„• be taken, such as the use of battens to prevent tile sliding during the loading process..'..' '..' *00000 7. Minimum cure time after membrane installation&before loading of roofing tiles is:1;W—Eight(48� ours....:: . . . SH 0000.. 8. Polystick membranes may not be used in any exposed application such as crickets, 0xpg8gd valleys000,0or..expojg4..: roof to wall details. ” 0 Soo • 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,Xtra.Flex 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. 10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry,clean and properly prepared,before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami-Dade Notice of Acceptance(NOA)approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 8944563. NOA No.: 14-0717.08 MIAMMAD;COUN�gjmmTY 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) 894-4563. 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 . . .... ...... ...... .... ...... .... . ..... ...... .... ..... .. .. .. . ...... . . . . ...... .. . . ... NOA No.: 14-0717.08 MAWDiAD,courmr Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 9 of 9 MAMMIAMI-DARE COUNTY 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.miamidade.&ov/economy 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 Qcptrol Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve theright to'have this prawn. or material tested for quality assurance purposes. If this product or material fails to perforrn•in tie accepted manner,th-e manufacturer will incur the expense of such testing and the AHJ may immediately revoke,04MWfy, df Suspend the tis;• of such product or material within their jurisdiction. RER reserves the right to re0k8'11iis acceptance, ii;it.ic: determined by Miami-Dade County Product Control Section that this product or material•f'i fke.to meet the 6quire n tints of the applicable building code. • ...... .... ..... This product is approved as described herein, and has been designed to comply widlf tA8 FloridA'Butlding'CbM' including the High Velocity Hurricane Zone of the Florida Building Code. : '. . . . . ...... ESCRIPTION: 3MTM 2-Component Foam Roof Tile Adhesive AH-160 • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and 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 NOA 13-0502.02 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. -� If � NOA No.: 14-0805.01 Mua gjumejglj Expiration Date: 05/10/17 too0ow 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 Descrintiou•• Specifications •••• •••••• .. .... . 3MTM 2-Component N/A TAS 101 Two component pal!u'ethanc&= adhestvd. Foam Roof Tile Adhesive ...:.. AH-160 •••• • ....% ... . ..... Foam Dispenser N/A Dispensing Equipn W • .... .... ..... RTF1000 .. .. 0..' • . ...... ProPack®30& 100 N/A Dispensing Equipment:•: '. . . . . ...... PRODUCTS MANUFACTURED BY OTHERS: •0 :0 • Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Prove Test Results Density ASTM D 1622 1.61bs./ft.3 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./Fe Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40'F.,2 weeks +6.0%Volume Change @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. NOA No.: 14-0805.01 Mu►MFDy4De couNnr Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 2 of 11 EVIDENCE SUBMITTED: Test Aeencv Test Identifier Test Name/RenoDate 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 0000 Southwest Research Institute 01-6743-011 ASTM E 108 . ' 15/94 ...... 01-6739-062b[l] ASTM E 84 �••• 91A16/95 • 006.60 0666 0000.. Trinity Engineering 7050.02.96-1 TAS 114 """ 03/14/96 :0000: P36700.04.12 ASTM D 1623 •..... :-04;1,8/12 ,0 0 0 0• P39740.02.12 TAS 101 0000.. .Q2/21/12 TAS 123 0000.. 66..0. Celotex Corp.Testing Services 528454-2-1 TAS 101 6 ;.i;/W/98 ••••'• 528454-9-1 ' 528454-10-1 •. 0.• 520109-1 TAS 101 •12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTm 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low, &high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3M"`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 MIAMPDADE COUNTY 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 CoWNy. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. . 'Osseo 000000 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before a�pPsprcation or a*n'y adhesivb. /The mix ratio between the "A" component and the "B"component shall be maintainp betyveen f l0�1.15 (A)?I�d s (B). ...... 6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam I7i348 .nser RTF1000 or ProPack®30& 100 dispensing equipment only. ... •';.. .. .... ..... .. .. .. . ...... 7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permajewft Jo sunlight. • 8. Tiles must be adhered in freshly applied adhesive.Tile must be set within 1 to 2 mirL tes after 3Pgi91&1-- Component Foam Roof Tile Adhesive AH-160 has been dispensed. ' ' 0 000 ""•' 9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in accordance with the'Placement Details'herein. Each generic tile profile requires the specific placement noted herein. NOA No.: 14-0805.01 MAMIFD,AD,COUNTY MP 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 All Eave Course 17-23 sq.inches 45-65 Profiles 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 •• f 17 grams.Rer bead' edge)20-25 sq. inches each • bead Two Piece Barrel(Pan Tile) Two Piece 65-70 sq. inches '., 34 gj4fiS hhder 1 •• w LABELING: • . . . . ...... All approved products listed herein shall be labeled and shall bear the imprint or identfi ft nVrking of the ;• •• manufacturer's name or logo and following statement: "Miami-Dade County Product Control'Ap$roved'"of the Miami- Dade County Product Control Seal as shown below. .. MAMMA[*COUNTY W199:1413411 BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 14-0805.01 MIAMFDADE COUNTY Expiration Date: 05/10/17 Approval Date:09/04/14 Page 5 of 11 ADHESIVE PLACEMENT DETAIL# 1 {Hall.wr""°`�°.�,nodt'. ,.m WAdyl.•n"athr!•) Flat/Low Profile Tile ""d'r�'"'•'" 1. Starting at the eave course,apply a minimum 2" 1 (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown, .�� under the strengthening rib closest to the overlock . r of the the being set. sNeews oyfiowal ' `.. ' :. 2. Continue in same manner. Insure approximately 17 (109.7 cm)–23 (148.4 cm)square inch adhesive contact with the underside of the tile. fascia • • ease 460000 Medium Profile/ Doublb•P'lhTile •``••` Nall ftorrlh ph stsc cement *safe* • • • (whew res�ulredS •••••• - ------ .aar{sonvoth reel 1. Starting at the eave cc9 P� apply I Y WnInum a a a e (50.8 mm)x 10"(254ruuu)X 1"(2SAvim)f6414..• '-. paddy onto the underlayrx®At posi�ione&as showvu a. ~' under the pan portion;of-Im.ile closest to the •, –. overlock of the tile being set. •••••• --'�• 'rte.' ',' `•'�.. t 2MLw1As''�_ _ 1 s f •• • . ••• • ov�l•w.l �` - '' _ _ 2. Continue in same manner. Insure approVmateTy 17 (109.7 cm)–23 (148.4 cm2) square inch adhesive contact with the underside of the tile. on Eamwm town" M1 �G. -_Fascia Rall Owm9hplastk capa++t, High b'Profile/Single Pan Tile (when nquY•dl r' _: FtisAdp IMn•.shTiMl Uwaarloy"W"t � '�-..=' / 1. Starting at the eave course,apply a minimum 2" r' (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 2ln'wld° `` overlock of the tile being set. _-, ItatNns ;,/ 2. Continue in same manner. Insure approximately 17 """°"•' � 109.7 cm2 –23 148.4 cm2 square inch adhesive t 4v ;` contact with the underside of the tile. Eaw Cewrs" '' : Fascia Weephole to in-'' �In. EM closure J alp edge MIAMEDiADE COUNTY NOA No.: 14-0805.01 - ,...° r Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 6 of 11 ADHESIVE PLACEMENT DETAIL#2 w�erwauyh p�.uic umrM irddr s..�r.�srd.l Flat/Low Profile Tile 1. Starting at the eave course,apply a minimum 2"(50.8 . u t`' � •'... ,,fit 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 :in, `'. the tile being set. Insure approximately 17(109.7 cm2) 23 (148.4 cm)square inch adhesive contact with the FA»c7 underside of the tile. n `J 2. At the second course,apply a minimum 2"(50.8mm) x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overIOff Mthe tile EawKlowre _ • r •r•w ••r••r being set. . . ...... .... ...... 3. Continue in same manner.idsure approximately 10" (64.5 cm)- 12(77.4 cm2j square inoh adkesive : ••• contact with the underside bf4e tile! ••;••• ...... .... ..... .. .. .. . ...... Medium Profile/Double Pan Tilp • "A 111roYph Plastic cxw1.M i.•.s• •••.•• (when rewikvdl • e • • • Is•w•Mh tilt) 1. Starting at the eave coursa,•app;y a minim 2" mm)x 10"(254 mm)x 1"(25.4 mm)fdam'paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the the being set. Insure approximately 17(109.7 cm)— ti ' 26n. 23 (148.4 cm)square inch adhesive contact with the 4w:rn,t underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) �. loon, y :%+ - x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the �. �, �r r,„r�•.�,. underlayment positioned as shown under the pan Ew.•crur.r� 1 Fame" portion of the tile closest to the overlock of the tile 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) MIAMFDADE COUNTY NOA No.: 14-0805.01 �gj... r Expiration Date: 05/10/17 Approval Date:09/04/14 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) "W th'O1 g'Om+x C High Profile/Single Pan Tile twh.n rMWINNh u,, ,,, ;+- �'' , j 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm) foam paddy f onto the underlayment positioned as shown under the � 'j pan portion of the file closest to the overlock of the the being set. Insure approximately 17(109.7 cm )— '� 2 M. 23 (148.4 cm2)square inch adhesive contact with the .1i underside of the tile. 2. At the second course apply a minimum 2"(50.8mm) x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the �' -•vsa+• underlayment positioned as shown under the pan o 2 n. -`' �, Env�0'""� portion of the file closest to the overlock of the file Drip ed" 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. . . .... ...... ....... .... ...... .... . ..... ...... .... ..... .. .. .. . ...... . . . . ...... -� NOA No.: 14-0805.01 MuM,Up MuuMForwe COUNTY Expiration Date: 05/10/17 Approval Date:09/04/14 Page 8 of 11 ADHESIVE PLACEMENT DETAIL#3 nail uxovo pimstit cement Paddtr(betweentYes) lwbenrequired) I 1. On the cave course only,apply a minimum 2" (50.8 estcensoptional • mm)x 10" (254 mm)x V (25.4 mm)foam paddy ° II �'(ii w tk) onto the underlayment positioned as shown,under �p" the strengthening rib for flat tile or under the pan an bP dtie ; ,.' portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave 4x4in. approximately 4"(10 1.6 mm)up from the eave p, ��� ,x • edge free of foam to prevent the expanded adhesive on 2x4i� �� `�' from blocking the weep holes. Insure • '<<� ,- approximately 17-23 int(109.7-148.4 cm2)of to in-`` . � adhesive contact with the underside of the tile 21n Fuda -r"'!closure 2. Apply a 4"(101.6 mm)x 4" (101.6 mm)x 1" (25.4 mm)foam paddy onto the underlayment just below Rat/Law Profile TV* the second course line positioned foam paddy under the strengthening rib for flat tile,or under the Natnmmo a3s& sb*PEW■Wer tft pan portion of the tile,closest to the underlock for Nam mea Pam(between des) the second course tile to be installed. Insure approximately 8-9 int(51.6-58.1 cm)of adhesive Battens fundertki contact with the underside of the tile. optional + *� � '* (Instructions continued on next page) •••• x4in. 1'", • • • • :aim. .. . .... • �p om .... .0 0 0 0 0 ..... ..-EaveClosure •.•°.• °.•. ••••• Ewe CourseFmsala •• •• •• • •••••• ° Medium Protlk TV* :*00:0 ° :0069: 00 0 00 0 NOA No.: 14-0805.01 MAMMA[*COUNTY Expiration Date: 05/10/17 r Approval Date:09/04/14 Page 9 of 11 ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) Naa drorph pbodc 51r4e paddy under tk hdrenrequire* 3. Also apply a 2" (50.8 mm)x 4" (101.6 mm)x 3/a" '� '` � (19 mm)paddy on top of the eave course tile Battens •,• Pawwwwoei surface as shown,on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. SW* Install second course of tile. Insure approximately 9(58.1 cm2)- 11 (71cm2)square inch adhesive i:a a contact with the underside of the tile at the overlap naddlw ON and 7(45.2 cm2)-9(58.1 cm2)square inch - adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. Eave Coarse weeptwk loin. oto Ease domm D*edp N10 Prook TM 0000 . . 0000 0000.. .. 0000 • 0000.. 0000 0000% 0000.. 0000.. 0000 0 0 0 0 0 0 0000 . 0000. 09:66: 0000 0000. .. .. .. . 0000.. 0000.. 0000.. 00 . . ... 6.6 NOA No.: 14-0805.01 MIAMMADE COUNTY 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. Starting at the eave course,apply a minimum 2" 1)Place enough adhesive to achieve 65 to 70 sq.in. Steep pitch applications 25.4 mm foam In contact with the pan tile. When required) (50.8 mm)X 10"/l254 mm)X 1" 2)Tum covers upside down.Place adhesive In paddy onto the underlayment positioned as to 1 in.from outside edge otcover tile. shown under two adjacent pan riles. Support eave Then install the die.Ensure 20 to 25 s%in.contact dna. ',• tiles from rocking until adhesive has a chance to Underlayment cure. R 2. Continue in same manner bringing two pan courses up toward the ridge.Insure s� 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 Weephok 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 end of pan and cover tiles are flush at cave 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 tile over after foam is Vphed ant)•••;• place onto pan tile cd&se'Insure$h'iihimum of. 2 2 .... ...... 20(129 cm )-25 (r6rL►m)square inch contact area on eacfi side of the pvej file toihe••, pan tile. Continue inS;WmamW. T11m away... any cured exposed fhAmadhesivo.eAointing of ••• longitudinal edges of dm-cover tikes are •••••• considered optional;••;•; ' . . . . ...... 5. When additional naAin�g i9 required,,;;(50.$•••• mm)x 4"(101.6 mm)nailers or' cldd wire system using galvanized, stainless steel,or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 14-0805.01 MIAMMDiADE COUNTY Expiration Date: 05/10/17 Approval Date:09/04/14 Page 11 of 11 MIAMMAM. a 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 Self-Adhered Roof System over Wood Decks 9999 9999' 9999.. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo;city ,State and*1Q1�Qwing • statement: "Miami-Dade County Product Control Approved",unless otherwise noted hereir> ..... 900.00 9999.. RENEWAL of this NOA shall be considered after a renewal application has been filed an4&&e Jias beUM change in the applicable building code negatively affecting the performance of this product. 9999 9999.. 9999 9999. TERMINATION of this NOA will occur after the expiration date or if there has been a re"4is"UQr change in the • materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of apygtp&ct, •••'•' for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to cgVly with any sectio$....: of this NOA shall be cause for termination and removal of NOA. 00 0 ' "' ' 00 0 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# 13-0514.10 and consists of pages 1 through 33. The submitted documentation was reviewed by Alex Tigera. MIAM I•DADE COUNTY NOA No.: 13-1217.01 C ••• . Expiration Date: 10/11/17 Approval Date: 11/06/14 Page 1 of 33 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: 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 1 Test Product Product Dimensions Specification Description Elastobase 65' 2"x 3' 3-3/8" ASTM D 6163, SBS modified asphalt coated fiberglass reinforced Type I base sheet. XtraFlex SBS Glass 65' 8"x 3' 3-3/8" ASTM D 6163, SBS modified asphalt coated fiberglass reinforced Base Type I base sheet. Polyglass G2 Base 108' x 36" ASTM D 4601 Asphalt-coated fiberglass reinforced base sheet Type II Polyanchor 250' x 48" ASTM D 4601 A polymer woven,high performance,synthetic base Type II sheet. 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 reinfprectF,.SBS (1.5-mm) Type I modified bitumen membrale v�T4 a self-8dltc'ring baU••:• face and a smooth top surface' • :••• •• •0000• 0000 000000 Elastoflex SA V 66' 8"x 3' 3-3/8" ASTM D 6163, Self-adhered,fire-rated,fibugf6c reinforced, SBS :.0.0: PLUS FR Type I modified bitumen membran&vA*a self gd,4gjng back • face and a smooth top surfact?••0 0 ••:0 0 0 Elastoflex SA V(1.5- 66' 8"x 3' 33/8" ASTM D 6163, Self-adhered,fiberglass rei;oo*;d, SBS•Zptliged ...... mm) Type I bitumen membrane with a Wfiadbering back face and • a smooth top surface. : • : 0000.. :0000: Elastoflex SA V 66' 8"x 3' 32/8" ASTM D 6163, Self-adhered, fiberglass reikoreecii SBS rpo4jfled :000*: PLUS Type 1 bitumen membrane with a self-adhering baClt face and a smooth top surface. XtraFlex SBS Base 66' 8"x 3' 33/8" ASTM D 6163, Self-adhered,fiberglass reinforced, SBS modified SA Type I bitumen membrane with a self-adhering back face and a smooth top surface. Elastoflex SA P FR 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. 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. M I i MI•DADE COUNTY NOA No.: 13-1217.01 U911#1303 Expiration Date: 10/11/17 Approval Date: 11/06/14 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 modified bitumen membrane with a burn off polyethylene back face and a smooth or sanded top surface. Polyflex G 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 granule top surface. 3' 3 '/8" ASTM D 6222, Self-adhered, polyester reinforced,APP modified Polyflex SAP 32' 10"x Type I bitumen membrane with a self-adhering back face and a granule top surface. Polyflex SA P FR 32' 10"x 3' 3-'/8" 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. XtraFlex APP G SA 32' 10"x 3' 3'/8" 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'/$" ASTM D 6164, Self-adhered,fiberglass reMfog( d, SBS modified ••.• Type I bitumen membrane with a sell aAering tick lace arj4...•• . ...... . a granule top surface. ooe• Polyfresko G SBS SA 32' 10"x 3' 3-'/8" ASTM D 6164, Self-adhered,fire-rated,fij e gla4s reinucgo.SBS ' FR Type I modified bitumen membran''dbhh a self adhering back:• • .... ..... face and a granule top surfa.i . ....• .. •• •• • ...... Polyfresko G APP SA 32' 10"x 3' ) /g" ASTM D 6222, Self-adhered, polyester reit€4mcf,APP modified •• Type I bitumen membrane with a self-adhering barb face AT*0-- a granule top surface. ;....: Polyfresko G APP SA 32' 10"x 3' 3'/$" ASTM D 6222, Self-adhered, fire-rated, polyester reinfowed•APP • FR Type I modified bitumen membrane with a self-adhering back face and a granule top surface PolyKool 32' 10"x 3' 3'/8" 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' 3-'/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'/g" ASTM D 6509 APP modified asphalt coated fiberglass reinforced Type I base sheet. MIAMI•DADE COUNTY NOA No.: 13-1217.01 • 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 1341 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. PG400 Plastic Roof 1, 3, 5,50, 55 gal. or ASTM D4586 A thick, fibered, rubberized flashing cement 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,rubberized flashing cement for use in Cement tube ASTM D3409 dry or damp conditions. PG450 Flashing 1, 3, 5, 50, 55 gal. or ASTM D4586 A thick, fibered, rubberized flashing cement. Cement tube PG500 MB Flashing 1, 3, 5,50,55 gal. or ASTM D4586 A thick, fibered,rubberized flashing cement for use Cement tube with modified bitumen membranes. Polyplus 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. 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 cernqAt• Flashing Cement tube • . . 0000 0000.. Polyplus 50 Premium 1,3, 5, 50,55 gal. or ASTM D4586 A thick, fibered, rubberizedflasiling cemVt for use... MB Flashing Cement tube with modified bitumen me"Oean 's. .9099. XtraFlex 50 Premium 1, 3, 5, 50, 55 gal. or ASTM D4586 A thick, fibered, rubberized•flaghing ceMe4�Qr use' Modified Wet/Dry tube with modified bitumen mentl5iVies. • Cement •••••• •••• "" •• •• 99 • •9999• Polyplus 55 Premium 1,3, 5, 50, 55 gal. or ASTM D4586 A mastic compound for us;: 'W',4 flashing • Modified Flashing tube adhesive. •••••• 909.9 Cement . • .. . 0 909 . • 00 0 MIAMI•Du4DE 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 Roofing Corp High Density Wood Fiberboard Wood fiber insulation board Generic DensDeck,DensDeck Prime Gypsum insulation board Georgia-Pacific Gypsum LLC H-Shield Polyisocyanurate foam insulation Hunter Panels, LLC H-Shield CG Polyisocyanurate/perlite composite insulation Hunter Panels,LLC ENRGY-3,JM ISO 3 Polyisocyanurate foam insulation Johns Manville Corp. Fesco Board Expanded mineral fiber Johns Manville Corp. Multi-Max FA-3 Polyisocyanurate foam insulation Rmax Operating, LLC. SECUROCK Gypsum-Fiber Roof Board Fiber reinforced coverboard United States Gypsum Corporation . . .... ...•.. ...... .... ...... •..... .... . ..... ...... .... ..... .. .. .. . ...... • . . • ...... _ MIAMI-DA DE COUNTY NOA No.: 13-1217.01 FIN-7671411 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'/8"x SFS Intec,Inc. Hex Plate 31/4'9 3. #14 Roofgrip Insulation and membrane Various OMG, Inc. 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 Altenloh,Brinck&Co. wood decks U.S.,Inc. 6. Trufast 3"Metal Insulation Round Galvalume AZ50 steel 3.23 round Altenloh,Brinck&Co. Plate plate 3" round U.S.,Inc. 7. Polygrip Fasteners#12,#14 Insulation fastener for wood, Various Polyglass USA,Inc &#15 steel and concrete decks 8. Polygrip Hex Plates Galvalume hex stress plate. 2'/g"x Polyglass USA,Inc 31/4" ••0••Y 0000 ••0••• • 000.00 0000 • • • • • • ••0.0• 0000• 0*00 0000 • • • 0 0 • • • • • 001006 •00••• • • 0000•• • 0 • •0,00'• • • • 0000•• so 000 MIAMI-RADE COUNTY NOA No.: 13-1217.01 F-119AROY1411 Expiration Date: 10/11/17 Approval Date: 11/06/14 Page 6 of 33 APPROVED SURFACING: TABLE 4 Product Product Application Specification Manufactur Name Description Rate er 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'/2-2 gal/sq TAS 140 Polyglass Coating to add life and rejuvenate existing USA, Inc. BUR roofing substrates. PG300 Fibered Roof Coating An asphalt cutback fibered roof 1'/2-2 gal/sq ASTM D4479 Polyglass coating. May be applied by brush or USA, Inc. spray equipment to rejuvenate aged BUR XtraFlex Bituminous Roof An asphalt cutback fibered roof ]'/z-2 gal/sq ASTM D4479 Polyglass Coating Fibered coating. May be applied by brush or USA,Inc. spray equipment to rejuvenate aged BUR PG600 Non-Fibered Aluminum Non-fibered aluminum roof coating. ''/2-1 gal/sq ASTM D2824 Polyglass Roof Coating Type 1 .""USA,Inc. PG650 Fibered Aluminum Roof Fibered aluminum roof coating. 1'/2-2 gal/sq A'$11V 1)2824 :.Rclyglass • Coating ..T}pa III ••••USA, Ines•••• PG700 Elastomeric Roof Coating A premium white elastomeric acrylic 1-1'/z gal/sq AWM6083 %olygla"••••; based roof coating(water-based). A In polyester fabric may be used for00:000 reinforcement with this coating. ' .. .. .. . ...... PG800 Non-Fibered Asphalt An asphalt base,un-fibered clay 3 gal/sq in AS'•I'13 01227 %olyglas�..„• Emulsion Roof Coating emulsion two coats ;••VSA,Inc XtraFlex 80 Emulsion Roof An asphalt base,un-fibered clay 3 gal/sq in AS9'M 151227.' FtCyglas� Coating emulsion two coats '•U9A,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'/2-2 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 1 USA,Inc. MIAMI•DADE COUNTY NOA No.: 13-1217.01 ••;• p � Expiration Date: 10/11/17 Approval Date: 11/06/14 Page 7 of 33 APPROVED SURFACING: TABLE 4 Product Product Application Manufactur Name Description Rate Specification er Polybrite 70 Premium Grade A premium white elastomeric acrylic 1-1'/z gal/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'/z gal/sq ASTM D6083 Polyglass Roof Coating based roof coating(water-based). A USA,Inc. polyester fabric may be used for reinforcement with this coating. Polybrite 90 High Solids Silicone A premium grade high solids, single 1.25-a]/sq ASTM D6694 Polyglass Roof Coating component,moisture cure,fluid USA,Inc. applied silicone coating XtraFlex SRC 9600 High Solids A premium grade high solids,single 1.25 gal/sq ASTM D6694 Polyglass Silicone Roof Coating component, moisture cure, fluid USA,Inc. applied silicone coating Polybrite 95 Silicone Roof A single component,solvent, 1.25 gal/sq ASTM D6694 Polyglass Coating moisture cure silicone coating. USA,Inc. XtraFlex SRC 8000 Silicone Roof A single component, solvent, 1.25 gal/sq ASTM D6694 Pelygla�s Coating moisture cure silicone coating. *:: A Inc. go Gravel To be installed in a flood coat of 400 lbs/sq Generic••'** approved asphalt at 60 lbs/sq •••••• ;0.0. Slag To be installed in a flood coat of 300 lbs/sq • A ;•"generic.•.•. approved asphalt at 60 lbs/sq ` ...... .... ..... .. .. .. . ...... . . . • ...... MIAMI•DADE COUNTY NOA No.: 13-1217.01 Expiration Date: 10/11/17 Approval Date: 11/06/14 Page 8 of 33 EVIDENCE SUBMITTED: Test Agency 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 3012321 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 117(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 11.30.07 ASTM D6164/ASTM D6222 P10490.08.08 -01.1)i08 . ASTM D6164/ASTM D6222 P10490.10.08-le-I..-•; 1 Q W.08 ASTM D6222 1?7400.03.08-R�..... .10.09.08 ....:• TAS 11 4(D)—ASTM D 1876 P10070.10.08...:.. 10.09.08 • ASTM D6222 P10490.10.08-2 ... • FM 4470 &TAS 114 P33970.03.11 ••.. 003.15.11 ":'•• ASTM D6163 /ASTM D 4601 P33960.03.11 -dam;x•11 •• • TAS 114 &TAS 117(B) 11757.12.00-1-R7*. . 04.;9.13 TAS 114&TAS 117(B) 11757.04.01-1-R: ,04.30.13 ....:. ASTM 136164 P37590.07.13-1. M-62.13 • ASTM D6164 P37590.03.13-3Q..' 0-346.13 ��•••' 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 117 P45970.05.14 05.12.14 PRI 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 MIAMMDADE COUNTY 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 1I: Wood, Insulated Deck Description: 19/32° or greater plywood or wood plank. System Type D(1): All insulation is loosed laid with preliminary attachment to deck. Base sheet is subsequently mechanically fastened through insulation to the roof deck. Membranes subsequently adhered. 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. One or more layers of the following: Base Insulation Laver Insulation Fasteners Fastener Table 3 Density/ft2 Any approved Polyisocyanurate listed in Table 2 Minimum 1"thick N/A N/A Top Insulation Laver(Optional) Insulation Fasteners Fastener Table 3 Density/ft2 Fesco Board Minimum 1/41' thick N/A ••• N/A . . .... ...... Approved High Density Wood Fiberboard •• •• Minimum '/2"thick N/A .N/A • ...... DensDeck,DensDeck Prime,SECUROCK Gypsum-Fiber Roof Board •••• 60090 Minimum '/"thick N/A """ "'N✓A ••w • Note: All insulation shall have preliminary attachment, prior to the installation of the rooting rgembj-ane at.a..:. minimum application rate of two fasteners per board for insulation boards having no•dimgnsion $$eate'r than-4 . ft.,and four fasteners for any insulation board having no dimension greater than 8 ft. '..' . 000 w Base Sheet: One or more plies of Elastobase,XtraFlex SBS Glass Base, Elastobase P or Polyanchor fastened to the deck as described below: Fastening: Attach base sheet using OMG#14 Roofgrip fasteners and Flat Bottom Metal Plates,Dekfast 14 with Dekfast Galvalume Steel Hex Plates, Polygrip Fasteners#14 with Polygrip 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. Ply Sheet: One or more plies of Elastoflex SA V(1.5-mm), Elastoflex SA V PLUS,XtraFlex SBS Base SA,Elastoflex SA V FR(1.5-mm)or Elastoflex SA V PLUS FR, self-adhered. MIAMI DARE COUNTY NOA No.: 13-1217.01 F-JUVOY1411 Expiration Date: 10/11/17 Approval Date: 11/06/14 Page 22 of 33 Membrane: One ply of Polyfresko G SBS SA,Polyfresko G SBS SA FR,Polyfresko G APP SA, Polyfresko G APP SA FR, Elastoflex SA P,Elastoflex SA P FR,XtraFlex SBS G SA,Polyflex SA P,PolyKool,XtraFlex Kool APP S SA,Polyflex SA P FR or XtraFlex APP G SA,self- adhered. Or One ply of Polyflex G, torch-applied. Surfacing: (Optional)Install one of the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. Maximum Design Pressure: -52.5 psf; (See General limitation#7.) •... . • . • • ...... .... :000 .•.•- ...... .•.... .... . ..... ...... •..• ..... .. .. .. . ....•. . . . • 0000.. 0000.. • . 0000.. •. • . .•. . sees . MIAMI•DADE COUNTY NOA No.: 13-1217.01 Expiration Date: 10/11/17 Approval Date: 11/06/14 Page 23 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: 1. 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 limited to a maximum design pressure of-45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tes tell,ire below 275 lbf. insulation attachment shall not be acceptable. •••••• •..•., 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attach;vvt 14 based on a rminimum .• fastener resistance value in conjunction with the maximum design value listed within a•spe¢iCc syste;rr. Should•••% the fastener resistance be less than that required,as determined by the Building Officiai,4mvised fastener ;••••; spacing, prepared,signed and sealed by a Florida registered Professional Engineer,Registered Arct4gr:pr • • Registered Roof Consultant may be submitted. Said revised fastener spacing shall utili2e!Me withdrawal ••••• .. 0000 0000. resistance value taken from Testing Application Standards TAS 105 and calculations m00co00mpliance with�oofiq&•••• Application Standard RAS 1 l 7. •••••• •• 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requiremepts df these areas..Fastens••:• densities shall be increased for both insulation and base sheet as calculated in.conipliance•wltl oofil&•••; Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida•regi stereo Platssiorfal • Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specificAfty referred within this NOA,General Limitation#9 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 l l 1 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 MIAM4DADE COUNTY NOA No.: 13-1217.01 •�•• • Expiration Date: 10/11/17 Approval Date: 11/06/14 Page 33 of 33 • TOFU.R14571 -Roofing o Systems Page 1 of 10 ;t�t�E CERT[FIGBTIIZN,y4 C�RECTORY , ,,_, TGFU.R14571 Roofing Systems Paoe Bottom Roofing Systems See General Information for Roofino Svstpms POLYGLAss USA INC 1111 W NEWPORT CENTER DR R14571 DEERFIELD BEACH,FL 33442 USA SINGLE PLY MEMBRANE SYSTEMS Unless otherwise indicated,the insulation and base sheet are mechanically fastened in place;the membrane is heat welded in place. (Optional)Noncombustible deck classifications are applicable for use over combustible(15/32 in.min plywood)decks when 2/2 in.(min)gypsum board or 1/4 in.(min)G-P Gypsum"DensDeck @ Roofboard","DensDeck Prime(&Roofboard","DensDeck DuraGuard-Roofboard"or 1.4 in.(min) USG Corp SECUROCKTM Roof Board Type FRX-G are used directly over the combustible deck with all Joints staggered 6 in.(min)from plywood Joints. Unless otherwise indicated,In any noncombustible roof deck Classification any UL Classified insulation may be utilized underneath a la ( /4 in. (min)G-P Gypsum"DensDeck IV Roofboard","DensDeck Prime(&Roofboard","DensDeck Dur aGuard—Roofboard"or Y4 in.(min)USG Corp• SECUROCKTM Roof Board Type FRX-G. • • •••• •••••• General statement for use of vapor retarders and/or deck/insulation adhesives NC decks only):When such vapor r t•r •r deck/i • on ••••:• adhesives are acceptable to POLYGLASS they may be utilized. ( p Si g�i4 DSY�L • POLYGLASS BASE","MODIBASE","Polyglass G2 Base"may be used in lieu of any Type G2 base sheet in anyNC Clas�iRcSlgp.These q"N ' • may also be used in any C•15/32 Classification in which a generic Type G2 is referenced(i.e.not brand specific)."PQIyGl�5 Ply 4",.'POLYGLASS ••••• Classification in which"a generic Type G1SS ED BASE*is referenced(ii.ee vnot brand specid in arty NC fic)ihcation.These products may also b used in any C 15/x; • ••' "BASE PRO"or"POLYFLEX SA BASE"may be used as an acceptable altemate of"ELASTOFLEX SA V"base sheet. •••••• • • • • • • • • • • •••••• References to polyisocyanurate insulation may include Po:yglass Products"POLYTHERMO"and"POLYTHERM@ Tapery". """ . • Acceptable alternates to the membranes listed are given below: •• • • "' ' ' Membrane Listed Acceptable Alternatives "POLYSOND" "MODIBOND"or'Torch Pro Smooth" "POLYBOND G" "MODIBOND G"or"Torch Pro Granular" "Poiytherm", "Polytherm Tapered"or"Polytherm Composite"insulations may be used wherever polyisocyanurate insulations are specified in the Classifications below. Insulation may be optional for any non-combustible deck roofing system unless the insulation acts as a coverboard over another insulation. The"Cure Technology"finish may be added to any Polygiass membrane without adversely affecting the VL Classification for that product/assembly. The product/assembly would maintain the same Classification with or without the"Cure Technology"process. Class A-8211asted 1.Deck:C-15/32 Incline:3 Insulation:—Polylsocyanurate,urethane,perlite/polyisocyanurate composite,perlite/urethane composite,glass fiber,phenolic or perilte, any thickness. Ply or Base Sheet:—One ply"ELASTOBASE","XtraFlex SBS GLASS Base","ELASTOFLEX V","ELASTOFLEX V-C","XtraFlex SBS G HP"or "ELASTOSHIELD TS G". http://database.ul.com/egi-bin/XY V/template/LISEXT/1 FRAME/shOwpac,e.html?name=TGFU.R 14571&ccnS... 11127/2013 TGFU.R14571 -Roofing Systems Page 2 of 10 Membrane:—One or more layers"DUFLEX","DUFLEX G","POLYGLASS 350 CAP","POLYFRESKO 350 CAP","POLYBOND","POLYBOND G", "POLYFLEX","Xtraflex APP S","POLYFRESKO TORCH","Xtraflex APP G","XtraFlex APP G HP TOR"or"POLYFLEX G"(modified bitumen), heat welded,or one or more layers"ELASTOFLEX V"',"ELASTOFLEX V-C","ELAST08ASE","XtraFlex SBS GLASS Base","ELASTOFLEX S6", "XtraFlex SBS POLY Base","ELASTOFLEX P-C","XtraFlex SBS G HP"or"ELASTOSHIELD TS G",mopped in hot asphalt or heat fused. Surfacing:—Gavel,embedded in hot mopping asphalt. Class B-Ballasted 1.Deck:C-15/32 Incline:3 Base Sheet:—Type G2. Membrane:—"DUFLEX","DUFLEX G","POLYBOND","POLYA56SS 350 CAP","POLYFRESKO 350 CAP","POLYBOND G","POLYFLEX", "Xtraflex APP S","POLYFRESKO TORCH","POLYFLEX G",-traFiexAPPrG18PTOR"or"Xtraflex APP G"(modified bitumen),heat welded,or one or more layers"ELASTOFLEX V","ELASTOFLEX V-2'","EL•AitTOBASE","XtrAieg SBS GLASS Base","ELASTOFLEX S6","XtraFlex S8S POLY Base","ELASTOFLEX P-C", "Xtraflex SBS G•fiP"or."ELASTOSHIELD TS G",mbRped in hot asphalt. Surfacing:—Gravel,embedded in hot mopping/asphalt or heat fused } Class A-Fully Adhered / 1.Deck; N'C Incline:1/2 Insulation(Optional):—Polyisocyariurate,.ureth;arne,perlite/polyisocya nu rate composite,perlite/urethane composite,glass fiber, phenolic\or perlite,any thickness. Base Sheet:—One or more layers"ELASTOBASE","XtraFlex SBS GLASS Base","POLYFLEX","Xtraflex APP S","ELASTOFLEX V", "ELASTOFQtX V-C"or Type G2 base sheet, Membranek—"POLYBOND","POLYBOND G","POLYFLEX',"XtraFlex APP S","POLYFRESKO TORCH","Xtraflex APP G","XtraFlex APP G HP TOR"or"POL'(FLEX G"(modified bitumen),heat welded. Surfacing:—VG 800 Asphalt Emulsion Roof Coating",applied at 3-4 gal/sq.or Kokem Products"Sunguard Acrylic Roof Coating"at i gaVsq;or Kama\No.97 Fibrated Muminum Asphalt Roof Coating or Karnak No.97 Asbestos Free Aluminum Roof Coating at 1 to 2 gal/ SQ;or Brewer"Fortress 5001 Asphalt Emulsicn",applied at 4 gal,Isq.,followed by"PolyPlus 60",applied at 3A-1 gal./sq.. ti 2.Deck:C-15/32 �� Incline: 1/2 •••••• • • • • •• • •••• • Insulation:—Two rate morNeyers(insulation joints staggered a min of 6 in.from Plywood deck joints • perlite/poiylsoc anuate com site, joints)polyissriy�rjujate, •••. .....• Base Sheet:-One or more 18yers perlite/urethane XtraFlex SBS GLASS Base","POLYFLEX,Xt of eerlite,any lx APSP4R,•"EL�TOFLEX V",• • • "ELASTOFLEX V-C"or Type G2 bbse sheet. •••••• • • ,4PPG• • • Membrane:—"POLYBOND","POI:YBOND G","POLYFLEX" "Xtraflex APP S","POLYFRESKO TORCH","Xtaftex•APP•G•'t"XtraFilx• 4iP TOR"or"POLYFLEX G"(modified bitotnen),heat welded. •••• • ••••• Surfacing: • • —"PG 800 Asphalt Emulsion Roof Coating",applied at 3-4 gal/sq,or Kokem Products"Sunguard.AeWJQ&goof Coating`am ••••• gal/sq;or Karnak No.97 Fibrated Alumihorn Asphalt Roof Coating or Karnak No.97 Asbestos Free Aluminum Roof Cdsting at!to•?gav •.•... sq;or Brewer"Fortress 5001 Asphalt Emulsion",applied at 4 gal./sq.,followed by"PolyPlus 6011,applied at 311-1 gasl,/sq.. • • 3.Deck:C-15/32 Incline: 1/2 • • • •••••• • • • • • •••••• Insulation:—114 in,thick G P Gypsum DensDeckp;,yerlite,wood fiber or glass fiber, 1 in., mechanically fastened. • • ••• • • Base or Ply Sheet:—One or more layers"POLYFLEX''br"Xtraflex APP S"(mechanically fastened or heat welded),"ELASTOBXW,* "XtraFlex SBS GLASS Base","ELASTOFLEX V","ELASTOFLCX V-C"or Type G2 base sheet(mechanically fastened or hot mopped). Membrane:—"POLYBOND","POLYBOND G","POLYFLEX""',Xtraflex APP S","POLYFRESKO TORCH","Xtraflex APP G","XtraFlex APP G HP TOR",or"POLYFLEX G"(modified bitumen),heat welded cr hbt mopped. Surfacing:—"PG 800 Asphalt Emulsion Roof Coating",applied.at 3-4 gal/sq.or Monsey Products"Endure Aluminum Roof Coating", "Weather Check"or"Pro-Grade Aluminum Roof Coating", 1.5 gal)sq; or Karnak No.97 Fibrated Aluminum Asphalt Roof Coating or Karnak No.97 Asbestos Free Aluminum Roof Coating at 1 to 2 gal/sq;or Brewer"Fortress 5001 Asphalt Emulsion",applied at 4 gal./sq.,followed by"PolyPlus 60',applied at N-1 gal./sq.. 4,Deck:NC Incline: 1 Insulation(Optional):—Poly isocyanuate, glass fiber,perlite,wood fiber,aO,Combination,any thickness. Base Sheet:—"POLYFLEX"or"Xtraflex AAP S"(mechanically fastened or heat wilded)or Type G2,mechanically fastened or hot mopped. Membrane:—"POLYBOND","POLYBOND G","POLYFLEX","Xtraflex APP S","POLYFRESKO TORCH","XtraFlex APP G","XtraFlex APP G HP TOR"or"POLYFLEX G"(modlfied bitumen),heat welded. Surfacing:—"PG 800 Asphalt Emulsion Roof Coating",applied at 3-4 gal/sq.or Grundy,industries"al MB Aluminum Roof Coating"at 1-2 gaUsq;or Brewer"Fortress 5001 Asphalt Emulsion",applied at 4 gal./sq.,followed by"PolyPius 60",applied at 3/a-1 gal./sq.. S.Deck:NC Incline: 1 Insulation(Optional):—Polyisocyanurate,urethane,perlite/polyisocyanuate composite,perlite/brethane composite,glass fiber, phenolic,perlite or wood fiberboard,any thickness. Base Sheet:—One or more layers"DUFLEX"or"POLYFLEX"or"Xtraflex APP S"(heat fused or mechanically fastened),"ELAST06ASE", "XtraFlex SBS GLASS Base",'ELASTOFLEX V11,"ELASTOFLEX V-C"or Type G2 base sheet(hot mopped,heat fused or mechanically fastened), Membrane:—"DUFLEX G FR","XtraFlex APP Dual", "POLYFRESKO TORCH FR","Xtraflex APP G FR","XtraFlez,.APP G HP"or'POLYFLEX G hrtp://database.ul.coTn/cc,i-bin/XYV/template/LISEXT/l FRAME/showpage.htm)?name=TGFU.R 14571&ecus,,. 11/27/2013 TGFU.R14571 -Roofing Systems Page 3 of 10 FR"(modified bitumen),heat fused. 6.Deck:C--15/32 Incline:1/2 Base Sh et:—One or more layers"DUFLEX"or"POLYFLEX"Or"XtraFlex APP S"or"POLYGLASS Base"(heat fused or mechanically fastened), LASTOBASE","XtraFlex SBS GLASS Base","ELASTOFLEX V","ELASTOFLEX V-C"or Type Gra base Sheet(hot mopped,heat fused or me anicaliy fastened). Ply Sheet—'One or more layers"DUFLEX"or"POLYFLEX"or"XtrafleX APP S"or"POLYGLASS Base"(heat fused)or"POLYGLASS Base", "ELASTOBASE",NXtraFlex SBS GLASS Base","ELASTOFLEX V","ELASTOFLEX V-C'or Type G2 base sheet(hot mopped)or mechanically attached. Membrane:—"D LEX G FR","XtraFlex APP Dual","POLYFRESKO TORCH FR","Xtraflex APP G FR","XtraFlex APP G HP"or"POLYFLEX G FR"(modified bitume ,heat fused. 7.Deck:C-15/32 Incline;1/2 Insulation:—Po)yisocyanurate(2 In,min),perlite(3/4 in.min),glass fiber(7/16 in.min),perlite/polyisocyanurate composite, perllte/urethane composite(.i� min)or(2 in.min)polyisocyanurate covered with 1/2 in.perlite or wood fiberboard. Base Sheet:—One or more laya "DUFLEX"or"POLYFLEX"or"Xtraflex APA S"(heat fused or mechanically fastened),"ELASTOBASE", "XtraFlex SBS GLASS Base","ELASFLEX V","ELASTOFLEX V-C"(heat fused,mechanically fastened or hot mopped)or Type G2 base sheet(hot mopped or mechanically 9ened). Ply Sheet:—One or more layers"DU EX"or"POLYFLEX'or"Xtraflex APP S"(heat fused)"ELASTOBASE","XtraFlex SBS GLASS Base", "ELASTOFLEX V","ELASTOFLEX V-C"or pe G2 base sheet(hot mopped)or mechanically fastened. Membrane:—"DUFLEX G FR","XtraFlex APP Dual","POLYFRESKO TORCH FR","Xtraflex APP G FR","XtraFlex APP G HP"or"POLYFLEX G FR"(modified bitumen),heat fused. B.Deck:NC ° �.�incline: 1/2 l Insulation(Optional);—Polyisocyanurate,urethane,,perlite/polyisocyanurate composite,perlite/urethane composite,glass ffber or wood fiberboard,phenolic or perlite,any thickness. Base Sheet:—One or more layers"DUFLEX"or"POLYFLEX"or"Xtraflex APP S"(heat fused or mechanically fastened),"ELASTOBASE", "XtraFlex SBS GLASS Base","ELASTOFLEX V","ELASTOFLEX V-C"(hot mopped,mechanically fastened or heat fused)or Type 1"bpje sheet(hot mopped or mechanically fastened). t. Membrane:—"ELASTOFLEX VG FR',"ELASTOSHIELD TS G AR","ELASTOFLEX S6 G FR","XtraFlex SBS P06Y G",ittraFlex SB!Oap w G T","XtraFlex SBS GLASS G","XtraFlex SBS GLASS GT"or"POLYF'RESKO MOP FR"(modified bitumen),hot ntuooheat fused.•••• •••••• • 9.Deck:C-15/32 Incline:1/2 004,0•• •••• •••••• ';, • � 0000•• • • • 0000•• •••• • • • • Base Sheet—One or more layers"DUFLEX"or"POLYFLEX"or"Xtrafiex,APP S"(heat fused or mechanicallyfastenes),"ELA9TCE31l51t� "XtraFlex SBS GLASS Base","ELA.STOFLEX V"or Type G2 base sheet(hot o y00** ••••• Ply Sheet:—One or more layers"DUFLEX"or"POLYFLEX"or"Xtraflex APPS" at mechanical! fastened). • • • S (heat fused),ached). BASE",;YtsaFie•565 GL0 Base°, ••••• "ELASTOFLEX V","ELASTOFLEX V-C"or Type Gra base sheet(not mopped or rfiechanically attached). • • • • • Membrane:——"ELASTOFLEX VG FR',"ELASTOFLEX S6 G FR','POLYFRESKO'-.MOP FR", "XtraFlex SBS POLI•lw",MraFlex SBS*kLY G ••••i• T',"XtraFlex SBS GLASS G","XtraFfex SBS GLASS GT"'Or"ELASTOSHIELD TS GFR"(modified bitumen),holbre""or heat fused! • 10.Deck:C-15/32 • • • • •••••• Incline; 1/2 '•l •••'•• • • • 0000•• Insulation:—Polyisocyanurate(2 in.min),perlite(3/4 in.min),glass fiber(15/16 in.mih),perlite/polyisocyanurate compos e.•• perlite/urethane composite(2 in.min), Base Sheet:—One or more layers"DUFLEX"or"POLYFLEX"or"Xtraflex APP S"(heat fused or,mechanically fastened),"ELASTOBASE", "XtraFlex SBS GLASS Base","ELASTOFLEX V","ELASTOFLEX V-C"or Type G2 base sheet(hot mopped or mechanically fastened). Ply Sheet:—One or more layers"DUFLEX"or"POLYFLEX"or"Xtraflex APP S"(heat fused),"ELASTOBASE","XtraFlex SBS GLASS Base", "ELASTOFLEX V","ELASTOFLEX V-C"or Type G2 base sheet(hot mopped or mechanically attachedj:>, Membrane:—"ELASTOFLEX VG FR",TLASTOFLEX S6 G FR","POLYFRESKO MOP W' "XtraFlex SBS`P,OLY G","XtraFlex SBS POLY G T", "XtraFlex SBS GLASS G","XtraFlex SBS GLASS GT"or"ELASTOSHIELD TS G FR"(modified bitumen),h4knnopped or heat fused. 11.Deck:NC Incline: 1 Insulation(Optional):—Cellular concrete,gypsum concrete,vermiculite concrete,perlite concrete or structura,'concrete. Primer:—Not UL Classified—as required by manufacturer. Membrane:—"POLYBOND","POLYSOND G","POLYFLEX","Xtraffex APP S","POLYFLEX G","XtraFlex APP G HP TOR';,"Xtraflex APP G", "Xtraflex APP G FR","POLYFRESKO TORCH FR","POLYFLEX","Xtraflex APP S","POLYFLEX G","XtraFlex APP G HP TOR";i"DUFLEX G FR", "XtraFlex APP Dual","Xtraflex APP G FR","Xtr aFlax APP G HP"or"POLYFLEX G FR". Surfacing:—(not required for"POLYFLEX G FR","XtraFlex APP G HP","XtraFlex APP Dual","Xtraflex APP G FR","P0LYFRE5K0 TORCH FR" or'DUFLEX G FR")"PG 800 Asphalt Emulsion Roof COating",applied at 3-4 gal/sq.or Monsey Products"Endure Aluminum hoof Coating",at 1.5 gaVsq;or Grundy Industries"al MB Aluminum Roof Coating",at 1-2 gaVsq;or Brewer"Fortress SODI Asphalt Emulsion", at 4 gal./sq.,followed by"PolyPius 60",applied at W-1 gal./sq. 12.Deck:NC Incline: 1 Insulation(Optional):—Any thickness,one or more layers UL Classified perlite,wood fiber,glass fiber,polyisocyanurate, polyisocyanurate/composite,EPS/wood fiber,ZPS/perlite or EPS/composite. Base Sheet:—One or more layers Type C-1 or G2, http://database.ul.Com/Cgi-bin/XYV/template/LISEXT/I FRAME/showpage•htMl?name=TGF'U.RI457I&ccns... 11/27/2013 • TGFU.R14571 -Roofing Systems Page 5 of 10 20.Deck:C-15/32 Incline:2-1/2 Barrier Board:—1/4 in.(min)G-P Gypsum DensDeckig with all joints staggered 6 in.from the plywood joints. Base Sheet:—Type G2,mechanically fastened. Membrane:—"POLYFLEX G FR",'XtraFlex APP G HP","Xtraflex APP G FR"or"POLYFRESKO TORCH FR",heat fused in place, 21.Deck;C-15/32 Incline:2 Insulation(Optional):—Polyisocyanurate, perlite,wood fiber Or Polyisocyanurate/perfite board,any thickness. Barrier Board:—1/4 in.(min)G-P Gypsum DensDeckp,mechanically fastened with all joints staggered 6 in.from the plywood joints. Base Sheet:—"ELASTOBASE","XtraFlex SOS GLASS Base"(poly/sand),mechanically fastened or"ELASTOFLEX SA V PLUS FR", "ELASTOFLEX SA V FR"or"ELASTOFLEX SA V FR BASE VENT"(self adhered), Ply Sheet(Optional):—"ELASTOBASE","Xtra ELFlex SBS GLASS Base"(poly/sand),heat fused or mechanically fastened,or"ELASTOFLEX SA V PLUS FR",'ELASTOFLEX SA V FR"Or" ASTOFLEX SA V FR BASE VENT",(self adhered). Membrane:—"POLYFLEX SA P FR","POLYFRESKO APP SA P FR","ELASTOFLEX SA P FR","POLYFRESKO SBS SA P FR","ELASTOFLEX SA V FR HT",(self adhered)or"POLYFLEX G FR","XtraFlex APP G HP","Xtraflex APP G FR","POLYFRESKO TORCH FR","DUFLEX G FR","XtraFlex ' APP Dual","ELASTOFLEX S6 G FR","POLYFRESKO MOP FR",'ELASTOFLEX VG FR","XtraFlex SBS POLY G","XtraFlex SOS POLY G T", Z� ex SBS GLASS G","XtraFlex SOS GLASS GT"or"ELASTOSHIELO TS G FR",heat fused. �22.Deck:C\15132 Incline: 1/2 } /Insulation(Optional):—POlyisocyanurate 1.5 in.(min.)with all Joints staggered 6-in. min. from theplywood // Base Sheet:—Type G2,mechanically fastened Followed by"ELASTOBASE",9 XtraFlex 5 S GLASS Base",mechanically fastened, Ply Sheet(Optional):—"ELASTOFLEX SA V PLUS FR","ELASTOFLEX SA V FR"or"ELASTOFLEX SA V FR BASE VENT",(self adhered). Membrane:—"POLYFLEX SA P FR","POLYFRESKO APP SA P FR","ELASTOFLEX SA P FR","POLYFRESKO SBS SA P FR",or"DUFLEX G FR", "XtraFlex APP Dual","POLYFLEX G FR","XtraFlex APP G HP","Xtraflex APP G FR","ELASTOFLEX S6 G FR","POLYFRESKO MOP FR", "ELASTOFLEX VG FR","XtraFlex SBS POLY G","XtraFlex SBS POLY G T","XtraFlex SBS GLASS G","XtraFlex SBS GLASS GT'or "ELASTOSHiELD TS G FR",heat fused. 23.Deck:NC Incline:2 •••• Insulation(Optional):—Atlas Roofing"ACFoam III"or"ACFoam Il"or Hunter Panels"H-Shield",any thicifness. • **Go. •••••• Base Sheet:—"ELASTOBASE","XtraFlex SBS GLASS Base"(poly/sand),heat fused or mechanically fastenesor 1W OFLEX S "ELASTOFLEX$A V PLUS FR"or"ELASTOFLEX SA V FR BASE VENT",(self adhered). •• A'V ` Membrane:—"POLYFLEX SA P FR","POLYFRESKO APP$A P FR","ELASTOFLEX SA P FR","POLYFRESKO SB6 GA ill4","ELA9M;VEX SA V • FR HT",(self adhered)or"POLYFLEX G FR","XtraFlex APP G HP","Xtraflex APP G FR","POLYFRESKO ," •••••• "DUFLEX G FR" V RESKO TORCH"� fFlex APP Dui, , • ELASTOFLEX S6 G FR "POLYFRESKO FRESKO MOP FR","ELASTOFLEX VG FR",'XtraFlex SBS POLY fii, JZtrrarlex SOS POLY G T", •••••• "XtraFlex SOS GLASS G","XtraFlex SBS GLASS GT"or"ELASTOSHIELD TS G FR",heat Fused. •••• • • • • 24, Deck:GIS/32 • • Incline:3 sees *9*00 Insulation(Optional):—Polyisocyanurate,perlite,wood fiber or polyisocyanurate/perlite board,any thickness.••• • • Barrier Board:—1/4 in.(min)G-P Gypsum DensDeck®,mechanica!ly fastened with all joints staggered 6 OP.frcilh t e plywo oin Base Sheet,—"ELASTOBASE","XtraFlex SBS GLASS Base"(poly/sand),mechanically fastened. • I • Ply Sheet(Optional):—" •••••• ELASTOFLEX SA V PLUS FR","ELASTOFLEX SA V FR"or"ELASTOFLEX SA V FR BABE VENT",(self atlhered). • • Membrane:—"ELASTOFLEX S6 G FR","XtraFlex SBS POLY G","XtraFlex SBS POLY G T"or"POLYFRESKO MOPiFe,*at fused., •�� ������ 25.Deck:NC Incline:3 •0•• Insulation(Optional)•—Atlas Roofing"ACFoam III"or"ACFoam 1I"or Hunter Panels"H-Shield",any thickness. Base Sheet:—"ELASTOREX SA V PLUS FR%"ELASTOFLEX SA V FR"or"ELASTOFLEX SA V FR BASE VENT"(self adhered). Membrane:—"POLYFLEX SA P FR","POLYFRESKO APP SA P FR-,"ELASTOFLEX SA P FR"or"POLYFRESKO SBS SA P FR"(self adhered). 26.Deck:NC Incline: 1/2 Base Sheet:—Type Gl or G2,mechanically fastened. Membrane:—"POLYF.EX G","XtraFlex APP G HP TOR","Xtraflex APP G"or"POLYBOND G",heat fused. 27.Deck:NC Incline:3 Membrane:—"POLYFLEX SA P FR","POLYFRESKO APP SA P FR","POLYFRESKO SBS SA P FR"or"ELASTOFLEX SA P FR"(self adhered). 28.Deck:NC Incline: 1 Insulation(Optional):—Polyisocyanurate,any thickness. Base sheet(Optional).—"ELASTOFLEX SA V","ELASTOFLEX SA V PLUS","Xtraflex SBS Base SA"or"ELASTOFLEX SA V BASE VENT", self-adhered or"ELASTOBASE","XtraFlex SOS GLASS Base"(poly/sand),mechanically fastened. Membrane:—"POLYFLEX SA P","Xtraflex APP G SA""XtraFlex Kool APP G SA",or"POLYFRESKO APP SA P"self-adhered or"POLYFLEX FG FR",heat fused. http://database.ul.com/cgi-bin;XYV/template/LISEXT,II FRAMEishowpa�-e.html?name=TGFU.R i 4571&ccns... 11/27/2013 .5N°R�? Miami Shores Village t Building Department a, o�e 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: —7 V) L �' n,c o O C,3 Property Address: �o z c� e \C) Roofing Permit Number: •�•• . . .... ...... Dear Building Official: .. .... ...... .... ...... I certify that I am not required to retrofit the roof to w44wections of my building because: •••••• • .... . ..... - )The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. PM%:attacN}F*Alof ad00 00 ••••• valorem taxation. • . . . . ...... e building was constructed in compliance with the provisions of the Florida Building Code(FBE)%ry ith 1:4provlslons ;••••; of 1994 edition of the South Florida Building Code (1994 SFBC) .. 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 r '� HANNA FADUL 1 _ Notary Public-State of Florida My Comm. Expires Apr 30,2016 Notary Public, Sate of Florida at Large Commission # EE 193985 • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00,and the building was not constructed with FBC nor a 1994 SFBC Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Miami Shores Village C I TFD �-' MAY:15 2015 Building Department 10050 N.E.2nd Avenue,Mi 33138 BY. 5.2204 Fax: OS) 56 7 TI 0 7 2.4949 FBC201 (f) BUILDING Permit No. PERMIT APPLICATION Master Permit No. (L F' Permit Type: BUILDING ROOFING JOB ADDRESS: f(PZ N 1O(o,�,T City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO 1✓ Flood Zone: OWNER:Name(/Fee Simple Titleholder): Sk M Cle•C epi() Phone#: Address: Z ( 0 6 sr City: �dLS State: C Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: IS Phone# Address: 1-122-5 S . �p j•�t G tkL'0!- City: 12). /4 " State: �� Zip: Qualifier Name:_ nA g ) CC�0� Phone#: State Certification or Registration#: Certificate of Competency#: Contact Phone#: 7$C& '2"�}���� Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit:$ sl ��, Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work: �1.L't Color thru tile: **x x***x**** **x**** ********x**x*****Fees ************* Submittal Fee$ Permit Fee$' ..? CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ ' 14 Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this 1S The foregoing instrument was acknowledged before me this day of n 2015,by_%Avm� C-ah:.0 Q day of ,20 1S by who iNI—i C3 personally known e or who has produced who i ersona y kno to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC HANNA FAuul NOTARY PUBtLJV;,., HANNA FADUL m Notary Public-State of Florida �� `" f = Notary Public-State of Florida My Comm. Expires Apr 30, 2016 ' My Comm.Expires Apr 30,2016 Sign:' Co Sign: t., , Print: G z Print: `kATymn- ae My Commission Expires: ts My Commission Expires: APPROVED BY � 0 1� Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) ED Section A MAY.- 2015 D MIAMI-RADE Miami-Dade County Building Department Electronic Application ' High Velocity Hurricane Zone Roofing Permit Application Form "Delivering Excellence Ever°Da,y" Section A(General Information) Master Permit No: 14-4'`S 'U Process No:1 to iTY Contractor's Name: I Isaacs Roofing Job Address: 162 NW 106 St CUpy Roof Category ❑✓ Low Slope ❑ Mechanically Fastened Tile ❑✓ Mortar/Adhesive Set Tile •• •••4 Asg*WigShinglas •..• ❑ Metal Panel/Shingles El Wood Shingles/Shakes •••• Spraled 4lyurethane Eoam ❑ Other: .. •• •• Roof Type ..... ... . ...... • ❑ New Roof ©•Re-Roofing ❑ Recovering ❑ Repair ..... El maintenance ...... 00000 0 ••••; Are there Gas Ve;UStacks located on the roof? ❑ Yes ❑ No If yes,what type? ❑ Natural ❑ LPGX ...... . .. 00:0** Roof System Information kiw�•slepe roofoareajft.2) 'I�bO • Steep Sloped area(ft.2) 900 Total (ft.2) 2100 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'): 3 Corner Size(a' x a'): E' Skylight 21' 13' t i 3�3 El 30' ( L I1<161 J 0 ' REVISI N 5v PNS s�P� MIAMI•DADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADILIINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidaae.eov1economy Maxim Industries,Inc. 1630 Terre Colony Count Dallas,TX 75212 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- •••• 'PioJuct Corkrol'Saction to be used in Miami Dade County and other areas where allowed by the Authority •,,,,, • lav' a Jurisdiction(AHJ). •• This NOA stTtlggt be valid after the expiration date stated below.The Miami-Dade County Product Control •Segt on (In Nignji•Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right td ha6e thiel}rr4duct or material tested for quality assurance put-poses. If this product or material fails to •• •• erforin in the-accepted manner, the manufacturer will incur the expense of such testing and the AHJ may • ••; •rmmE iately rev e, modify, or suspend the use of such product or material within their jurisdiction. RER •••• •reserves the TtgA1t•to revolve this acceptance, if it is determined by Miami-Dade County Product Control SMIgn that'ttrts Pfoduct or material fails to meet the requirements of the applicable building code. This product is Al Iaroved as described herein,and has been designed to comply with the Florida Building •••••• :Uovet including the High Velocity Hurricane Zone. 000* DESCRIPTION:Model DCM Curb Mount&DSF Self-Flashing Aluminum Skylights APPROVAL DOCUMENT: Drawing No. MAX0003,titled"Curb Mounted and Self Flashing Skylights", prepared by Maxim Industries, Inc,sheets I through 5 of 5,dated 12/03/2013,with revision A dated 02/26/2014,signed and sealed by Robert J.Amoruso,P.E.,bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series 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 fled 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 NOA#13-1217.24 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No.14-0318.01 MIAMI•DADE COUNTY Expiration Date: February 20,2019 Approval Date:May 1,2014 ,f1Lt'i Page 1 Maxim Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.MAX0003,titled"Curb Mounted and Self Flashing Skylights",prepared by Maxim Industries,Inc,sheets 1 through 5 of 5,dated 12/03/2013,with revision A dated 02/26/2014,signed and sealed by Robert J.Amoruso,P.E. B. TESTS 1. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 • 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 • 3)Water Resistance Test,pet-FBC,TAS 202-94 • 4)Large Missile Impact Test per FBC,TAS 201-94 •••••• 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 ...... . . . . Nggg with marked-up drawings and installation of Self Flashing and Curb Mount Plastic .. .j3Wed Unit Skylights,prepared by Architectural Testing,Inc.,Test Report No.D1032.01- :04m). U18, 1032.01- :..ffi1U18,dated 10/02/2013,and revision 1 dated 02/24/2014,signed and sealed by V inu J. ..... .....: •*Ay raham,P.E. • ..::Submitted under NOA #13-1217.24" • •••• •• 2. •.-%"reports on 1)Air Infiltration Test,per FBC,TAS 202-94 ••• •• 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation of Self Flashing and Curb Mount Plastic Glazed Unit Skylights,prepared by Architectural Testing,Inc,Test Report No.D1032.01- 801-18,dated 10/02/2013,signed and sealed by Vinu J.Abraham,P.E. C. CALCULATIONS "Submitted under NOA#13-1217.24" 1. Anchor calculations for substrate installation prepared by PTC Product Design Group,LLC, dated 12/03/2013,signed and sealed by Robert J.Amoruso,P.E. D. QUALITY ASSURANCE 1. Miatni-Dade Deparhnent of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of acceptance No. 12-0605.05 issued to Bayer MaterialScience LLC(MA),for their Makrolon Polycarbonate Sheets,approved on 12/06/2012 and expiring on 08/27/2017. 2. Notice of acceptance No. 12-0110.04 issued to Palram Americas, Inc,for their Corrugated and Flat Polycarbonate Panels,approved on 02/23/20I2 and expiring on 01/22/2016. F. STATEMENTS "Submitted under NDA#13-1217.24" 1. Statement letter of code conformance to 2010 FBC and no financial interest issued by PTC Product Design Group, LLC,dated 12/11/2013,signed and sealed by Robert J.Amoruso,P.E. Carlos M.Utrera,P.E. Product Control Examiner NOA No. 14-0318.01 Expiration Date:February 20,2019 Approval Date:May 1,2014 )J-1 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... MAXIM INDUSTRIES,INC,-: ... w CURB MOUNT& SELF-FL A511:1W I S ((55 • • 000 • ... . K INSTALLATIONANCHOFAGE DETAILS LU O g12 o •�� i i •�• i�• i.• •.• u GENERAL NOTES: INSTALLATION NOTES: � :0: : : 0 9 1.THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE (FNHZ)OF THE 2010 I.ONE(1)INSTALLATION ANCHORNS fiEQIrREP A7EAGy1 AIFGHQR LOCATI04ETAILED. FLORIDA BUILDING CODE(FBC).THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND •• • • • • • ••• •• a SEALED TEST REPORT ATI D1032.01-801-18 AND ASSOCIATED LABORATORY DRAWINGS. 2.THE MINIMUM NUMBER OF INSTALLATION ANCHORS ARE BASED ON THE FOLLOWING: 2.1. AS REQUIRED ON SHEET 3(CURB MOUNT)AND SHEET 5(SELF-FLASHING)BASED ON CORNER END DISTANCE 2.ADEQUACY OF THE EXISTING STRUCTURAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE AND ON CENTER SPACING. OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE STRUCTURE IS THE 2.2. MINIMUM OF ONE FASTENER PER SIDE AND MINIMUM FOUR FASTENERS PER SKYLIGHT ARE REQUIRED BASED ON RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. SKYLIGHT SIZES SMALLER THAN TESTED AND SHOWN ON SHEETS 2 AND 4. S LL = a� o -0 3.IN AREAS WHERE WINDORNE DEBRIS PROTECTION REQUIREMENTS EXIST,USE OF AN APPROVED IMPACT 3.FOR INSTALLATION OF SELF-FLASHING SKYLIGHT ONTO WOOD ROOF DECK,USE#12 WOOD SCREWS OF 0 � PROTECTIVE SYSTEM IS NOT REQUIRED. SUFFICIENT LENGTH TO ACHIEVE 13/8 INCH MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 7/8 INCH. }C9 c 4.MATERIALS: 4.FOR INSTALLATION OF CURB MOUNT SKYLIGHT ONTO WOOD CURB,USE#12 WOOD SCREWS OF SUFFICIENT Y Z 0 � T� 4.1. SKYLIGHT FRAME MATERIAL:6063-T5 EXTRUDED ALUMINUM. LENGTH TO ACHIEVE 13/8 INCH MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 7/8 INCH. L7 4.2. SKYLIGHT INNER AND OUTER DOME MATERIAL:BAYER MATERIALSCIFNCF MAKROLON POLYCARBONATE Z ZZ (NOA 12-0605.05)OR PALRAM AMERICAS POLYCARBONATE(NOA 12-W 10.04) 5.FOR INSTALLATION OF CURB MOUNT SKYLIGHT CURB ONTO WOOD ROOF DECK USE 12D(0.148'MIN.SHANK vi OU a N 0 ni DIAMETER)BOX OR COMMON NAILS OR#6 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 2 1/81NCH MINIMUM w>-uNi g g z 5.DESIGNATION"0'STANDS FOR THE A FIXED PANEL EMBEDMENT.MINIMUM EDGE DISTANCE IS 5/16 INCH. F O z NOS 6.IN ACCORDANCE WITH THE 2010 FBC,SECTION 2411.3.3.3,WOOD BUCKING SHALL HAVE BEEN PRESERVATIVE 6.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO, U TREATED OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN SECTION 2328.2. FOAM,BRICK VENEER AND SIDING. Z g w Luz P 6 J zz 00 jT¢ T.IN ACCORDANCE WITH THE 2010 FBC,SECTION 2003.8.4,DISSIMILAR METALS INCLUDING FASTENERS THAT 7.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON WOOD SUBSTRATE MATERIALS WITH w O o 6 § MAY COME INTO CONTACT WITH ALUMUNUM WINDOW FRAMING WOOD SHALL HAVE BEEN PROTECTED AS MINIMUM SPECIFIC GRAVITY OF 0.55. F- Z Q DEFINED IN SECTION 2003-8.4.2. I—K 8,TOE-NAILING OF CURB MOUNT SKYLIGHT CURB ONTO WOOD ROOF DECK(NOTE 5 ABOVE)SHALL MEET THE 7 Z FOLLOWING REQUIREMENTS FROM THE 2005 NDS FOR WOOD CONSTRUCTION. � 8.1. LENGTH(L)AS REQUIRED TO MEET P,Ls ANU Lm REQUIREMENTS. $ 8.2. MIN.EMBEDMENT(P)IS 2.13`FOR BOX NAILS AND 1.60'FOR COMMON NAILS WITH 0.148'DIAMETER. 8.3. MIN.Ls IS 1.33'FOR BOX NAILS AND 1.0' 29 U u -9 FOR COMMON NAILS WITH 0.148'SHANK DIAMETER. 8 8.4. MIN.Lm IS 2.13'FOR BOX NAILS AND 1.8' FOR COMMON NAILS WITH 0.148'SHANK DIAMETER. g B 3 30• PAOKKTREVISED . r CBM*ag Wbh*A Florida M�Pm6M Gaud � I L,=L/3 L Robert J.Amoroso,P.E. P Florida P.E.No.49762 Lm SHEET TABLE OF CONTENTSDESCRIPTION ,,��OQ ,IWES 4 '0 0�:•\\G E N`Slc•••9G��i 1 GENERAL AND INSTALLATION NOTES ",Q�: NO 4975 -.0% n+ 2 DCM CURB MOUNT-ELEVATION 3 DCM NRB MOUNT-SECTIONS �'Q •« DESIGN PRESSURE RATING(PSF) IMPACT RATING 4 DSF SEL TATE OF( !W -FLASHING-ELEVATION Al LARGE and SMALL moi; ;'c O R(�r � 5 DSF SELF-FLASHING-SECRONS *40.0-75.0 MISSILE IMPACT ���,s•. ' . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... DCM CURB MOUNT - ELEVATION DESIGN PRESSURE•= -00.psf / -75psf •• a m • • •• • • • • •• N �- Corner Detail U (see Detail#3&#4) W •• • • • •• ••• •• • • • • • • • • • of S n • ••• • • • • •• • n_ w • • • • • • • • • Top Frame Fastener •• • • • • • ••• •• " (see X1.5BOM#5) fn / Top Frame FastenerLn M Ln #lOX%" y o o a W II / O (see BOM#6) = A o E II Im LL t Frame Detail F 0)z Q / / (see Detail#1&#3) Z a=a W Z�gd F z O Angle Detail N O 06 J (see Detail#1&#4) z w g DL Opening=92.5" MW o a g0 � Glazing Detail (see Detail#1&#2) 0 ,g 5 Frame I c�i 3sp Width=97.5" 15 4 � Bill of Materials: t7totwce QEvtsFD Notes: 1. 6063-T5 Extruded Aluminum Frame mitered and welded at four corners.Manufacturer:AFCO Part#4950 ---*Am With as61o" 1. This skylight is designed to comply with all wind zones,including the HVHZ,of the Florida 2. 6063-T5 Extruded Aluminum Angle mitered and welded at four corners.Manufacturer:AFCO Part#4843 p� Building Code. 3. Dow Corning 795 Silicone Building Sealant located between aluminum angle&glazing(glass bite) a1a2�1� 2, This skylight meets small&large missle impact resistance(TAS-201/TAS-203) 4. 0.125"UV Enhanced polycarbonate domes.Rise varies but is not less than 10%of the smaller By and no other protection is required. dimension of the length or width.Test specimen=10"outer dome&7"inner dome. PM&"ow" 3. All framing and roof deck is by others and must comply with the Florida Building Code. Manufacturer:Bayer MaterialScience LLC(MA) or PalRam Americas 4. All sizes equal to or less than the test size total square footage are to be accepted S. #12 x 1"Stainless Steel Tapping Screw with neoprene gasket.Fasteners located 12"from each corner, under this NOA. maximum 12"on center.Minimum one fastener per side and minimum four fasteners per skylight. Robert J.Ammoo.P.E. 6. #10 X 0.375"Stainless Steel fasteners 4"from each corner,maximum 12"on center. FI.M.P.E.No.49762 S. Fasteners used to attach skylight wood curb are minimum#12 stainless 7. Schnee-Morehead SM5127 0.6250 X 0.125Sealant tape. steel wood screws with minimumm 1.embedment of 1.377 " "5" 3pMES Np#,ii No 40 t0, y STATE F �W: . . ... . . . ... ,. .. % .. . . . . . . . . . . . . ... . . . . ... DCM CURB MOUNT - SECTIONS DESIG140PRESFAJRE =:;;+.#Opsf / -75psf Detail #1: ••• ••• Frame,Angle&Glazing Section Detail o #12 x V Stainless Steel Tapping Screw with neoprene gasket. •• , , • •• 000 ,• S 0.125"W Enhanced Polycarbonate Domes.Rise vanes Fasteners located 12"from each comer,maximum 12"on center! • • • • • • • • Of qg but Is not less than 100.4 of the smaller dimension of the / Minimum one fastener per side and four fasteners per skylight. • ••• • • • • •• • d length or width.Test Specimen-10"Outer&7"Inner. • • • • • •• • • a Dow Corning 795 Silicone Sealant between retaining 1.75"X 1.75"X.060"Extruded Aluminum Retaining Angle •• • • • • • ..• •• a �a angle and top dome.Glazing bite.1.75" Detail#3 Schnee Morehead SM 5127 sealant tape.0.625" Aluminum Shape Weld Detail width applied continuously around the perimeter #10 X 0.375"stainless steel fastener.4"from each AFCO Part#AF-4950 of the dome set. comet'maximum 12"on center. .060"Extruded Altmtinum Shape fffirdmum Stainless Steel#12 PH or HH Wood Screw with minknum 1.375" Q Oo Sealant to be minimum 0.125"tall bead to create constant embedment and 0.875"Edge Distance,3"from each corner&maximum 8°on 0 seal between extruded frame and top of curb.(by others center.Pre-punched 1/8"holes by Maxim for fasteners(by others or optional or included by Maxim as per note below) * accessory)(See Installation Notes on Sheet 1.) N a Minimum Curb Buck Exterior Finishing(by others) Minimum 12D(0.148"Shank Dla.)Common Nagar S6 Stainless Steel Wood O ' —.25"weep hole Q n 2 O Screw 6"O.C.With Minimum Embeddment of 2.13°and 0.5625"Edge Distance Maintain lip hetght- at each corner. 30 (by others or optional accessoryxSee Installation Notes on Sheet 1.) an"V"weld acceptable. rlj Okr,Z r4 a tR Q III Y Curb Buck:See a Note Below -- Root deck.(by others) 8 ZO A LL Z * Minimum distance a 4"from aluminum frame to (00 k roof surface for shingles or OUR wtUxYA Insulation. Location ofheilarc TIG weld. V kn For Insulation and roof the add Insulation or roof tae ••Roof deck and framing by others.All Z O a� thickness to 4"minimum height V V roof details shall comply with the Florida 4f coal o o 9 Building Code g y ** Curb buck m Nominal Southern Yellow Pine i 2 X 6 minimum with skylight set on buck with minimum 1/8'tall bead of building sealant.Installation fasteners are Stainless Steel#12 PH or HH Wood Screw with minimum 1.375"embedment and 0.875"Edge Distance located 3' W from each comer and maximum 8"on center,This curb V m lig f buck Is an optional component induced In the Nt)A. >'&� Andwring of the crab buck must be per the Florida 8J Buliding Code.See Installaton Notes on Sheet 1. Detail#2 Detail#4 MODIXT UVIS D Glazing Detail Aluminum Angle Corner Weld Detail an"M00"With atFie" BandilagOoele AFCO Part#AF-4843w E 0.125"UV Enhanced Polycarbonate Dome.Rise varies s but Is not less than 10%n of the smaller dimension of at;.r; Prodre,Cnrwol the length or width.Test Specimen=10". Schnee Morehead SM 5127 sealant tape.0.625" Robert J.Anxxueo,P.E. width applied continuously around the perimeter Location ofhellarc TIG weld. F"a P.E.No.49762 of the dome set. ,,hsp1111be#�I' 3NM 0.125"UV Enhanced Polycarbonate Dome.Rise varies Q'004�SV CEENg yp9��4 but Is not less than 10%of the smaller dimension of the length or width.Test Specimen=711. : No 4975 .o STATE OF NU °�U ��ei�ict' 0 R 100;6\?O`� . . . . . . . . . . DSF SELF-FLASHING - ELEVATION DESIQX pRE UUP =• sf -75 sf m . .. P / P Corner Detail (see Detail#3&#4) w • • • • • • • • • Top Frame Fastener � 8 •• ••: s • •,• •• •• #12X1,5" 0. j j • • •/ ••• • • • • (see BOM#5) #•• • • • • ••• e• in �? / Top Frame Fastener M Ln / #10X-" w ri 11 (see BOM#6) M ro o n E li m12 0 o g 0 LL a O U �— Frame Detail o j / (see Detail#1&#3) r Z o O8 o i0 ZQ UN=T g ai Angle Detail a n g W m d Z (see Detail#1&#4) x LL DL Opening=92.5" 'v W x a im oVo a LU< � >( -- Glazing Detail ❑ a (see Detail#1&#2) LL ti Zn l — � Frame Width=97.5" Rai Notes: Bill of Materials: g f 1. This skylight is designed to comply with all wind zones,including the HVHZ,of the Florida 1. 6063-TS Extruded Aluminum Frame mitered and welded at four corners.Manufacturer:AFCO Part#4951 Atuoucrrtevtn Building Code. 2. 6063-TS Extruded Aluminum Angle mitered and welded at four corners.Manufacturer:AFCO Part#4843 a O 010*8%t►the Hari& 3. Dow Corning 795 Silicone Building Sealant located between aluminum angle&glazing lass bite � ,�! 2. This skylight meets small Zk large missle Impact resistance(TAS-201/TAS-203) g g 9 9 n9(9 ) and no other protection is required. 4. 0.125"UV Enhanced polycarbonate domes.Rise varies but is not less than 10%of the smaller 3. All framing and roof deck is by others and must comply with the Florida Building Code. dimension of the length or width.Test specimen=10"outer dome&7"inner dome, 9 4. All sizes equal to or less than the test size total square footage are to be accepted Manufacturer:Bayer MaterialScience LLC(MA)or PaiRam Americas i under this NOA. S. #12 x 1"Stainless Steel Tapping Screw with neoprene gasket.Fasteners located 12"from each corner, maximum 12"on center.Minimum one fastener per side and minimum four fasteners per skylight. 5. Fasteners used to attach skylight to the existing roof structure are to be minimum#12 stainless 6. #10 X 0.375"Stainless Steel fasteners 4"from each corner,maximum 12"on center, a"n,n,.Am",:".P.E. steel wood screws with minimum embedment of 1.375" 7. Schnee-Morehead SM5127 0.6250"X 0.125"Sealant tape. FWWa P.E.No.49762 41 AMES Ado 6* 100 No 49752 TATE OF` 0i0,P• A <rI�: 00l�`S ON 04,18#91 all �Np�p .. .. . . . % .. . � � I DSF SELF-FLASHING - SECTIONS DESIGN:A•1JE! . [jr ;+-j.0psf / -75psf Detail #1: Frame,Angie&Glazing Section Detail ••• ; ; ••• •• •• ••• Uj s •� 4. � . . . .. . Detail#3 a 0125"W Enhanced Polycarbonate Domes.Rise varies eac x 1"Stainless Steil Tapping Screw with neoprene gasket.Fasteners 1 1 fro but Is not less than 10%of the smaller dimension of Bre each corner,maximum 12"on center.Minimum one fastener per side o ou•fast#rtetyi0 :•• : Alumi�m Shape Weld Detail � length or width.Test Specimen-10"outer&7"Inner. / skylight. •• • • • • ••• •• AFCO Part#4951 � Dow Coming 795 Silicone Sealant between retaln(ng 1.75"X 1.75"X.060"Extruded Aluminum Relaining Angle angle and top dome.Glazing bite o 1.75"— SS22 Schnee Morehead SM 5127 sealant tape.0.625" hltnimum width applied continuously around the perimeter of ommignm--.25"weep hole rn the dome set. f 010 X 0.375"stainless steel fastener.4"front each Maintain lip height- at each corner. Q N corner,maximum 12"on center. no"V"weld acceptable. .060"Extruded Aluminum Shape y £$ 60 * Stainless Steel Mlnlmum#12 PH or HH Wood Screw with minimum 1.375" (((;z U C4? embedment and 0.875"Edge Distance,3"from each corner&maldmum 8 on n s ' Z Location of hellare TIG weld. O U'L `k center.Pre-punched 1/8"holes by Maxim for fasteners(See InstalaUw Notes on –r LL j * Minimum distance 4"from aluminum frame to Sheet 1.) p w roof surface for shingles or BUR without insulation. ? Z 0 For insulation and roof the add insulation or roof Ole p o N thickness to 4'minimum height Roof de&(by others) y as Roof deck and framing by others.Al U ` g3 roof details shall comply with the Florida g Building Code I" as oeuplyl4 With t>te Ile" BWIft Detail#2 Detail#4 Oen° Aoospmoa lb Glazing Detail Aluminum Angle Corner Weld Detail `y AFCO Part#4843 By allot extant 0.125"UV Enhanced Polycarbonate Dome.Rise varies but Is not less than 106A of the smaller dimension of the length or width.Test Specimen-10". Robed J.Amquso,P.E. Fl rw.P.E.No..49762 Schnee Morehead SM 5127 sealant tape.0.625" 1111111 width appliedthe continuouslyntinuousy around the perimeter Location of batiste TIG weld' ,ome set, „ •,� s q 0c4.��\C E N % 0.125”UV Enhanced Polycarbonate Dome.Rise variesNo SA75Y but Is riot less than 109%of the smaller dimension of the tt length or width.Test Specimen=7". =o *Z IZb I N c STATE OF•;�W ��•�is��NA�I�N����, i I