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RF-17-997 (2) A �� MiamishoresVillage ago anew Building 10050 N.E.2nd Avenue Miami Shores, Florida 33138 RTei: (305) 795.2204 Fax: (305) 756.8972 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: A41:21 111 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Uuw'_ V `'' Property Address: 011 $.If— I CX4 c4V' Roofing Permit Number: _ ��'17 6�lalv Dear Building Official: I As n% K-Qf-�i certify that I have improved the roof to wall connections of the referenced property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site-Built Single Family Residential Structures as adopted by the Florida Building Commission by Rule 98-3.047 F.A.C. Signature Print Name State of Florida County of Dade The undersigned, being the first duly swom,deposes and says that helshe is the owner for the above property mentioned. Sworn to and subscribed before me this day of 20 ti Notary Public, Sate of Florida at Lar6i,,L4 (SEAL) ""% IVIS REY MY COMMISSION#FF147325 EXPIRES:August 03,2018 FINAL COMPLIANCE Retised on 5/2112009 � ►�nro: l; F-4-17 ' �st!O1'Fs y,! Miami Shores Village E.. Permit Toe Roof. 10050 N.E.2nd Avenue NE Pe"' WoCfc1S riCc##off,T`IWIF[it Miami Shores,FL 33138-0000 Phone: (305)795 2204 Permit �'�t '+�fPROVED �CORIDA Issue Bate,41'11/2017 Expiration: ) / d 17 Project Address Parcel Number Applicant 29 NE 104 Street 1121360120070 RICHARD G TUTTLE MARY M M,i? Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell RICHARD G TUTTLE MARY M 29 NE 104 Street -- -- -- MIAMI SHORES FL 33138- 29 NE 104 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone 000.00 EXTREME ROOFING 305 225-1535 Valuation: $ 25, ( ) (305)282-1247 Y Total Sq Feet: 2985 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF TILE AND FLAT Inspection Type: Classification:Residential Up Lift Report Scanning:3 Tin Cap Final Roof Tile In Progress Review Roof Roof in Progress Renailing Affidavit Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-4-17-63664 CCF $15.00 04/11/2017 Check#:3593 $808.00 $50.00 DBPR Fee $4.50 DCA Fee $4.50 04/11/2017 Cash $50.00 $0.00 Education Surcharge $5.00 Bond#:3365 Permit Fee-New Roof $300.00 Scanning Fee $9.00 Technology Fee $20.00 Total: $858.00 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 rtify th t II the regoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. F the o ,I auth ize the above-named contractor to do the work stated. April 11,2017 Authorized Signature: ner / A licant / Contractor / Agent Date Building Department Copy April 11,2017 1 �oe�. f � eN � ps ��606-��^7 � Miami Shores Village Building Department RErEIvEQ 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 -APR' Oil Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC LV IQ BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL r-JPLUMBING MECHANICAL DPLIBLICWORKS CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: Z9 �✓�� / d s City: Miami Shores /� County: Miami Dade Zip: Folio/Parcel#: =� (y _ (7/-;) - e)o 76 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FF/E: OWNER:Name(Fee Simple Titleholder): � � �u �� Phone#: � � �7 7�`r/11.41 Address: /U / 7- City: W 0✓2S State: r L Zip:--35- /;3(f Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: yC P' Phone#:3 '1_ df Address: City: State: / �� Zip: j_J Qualifier Name: �14 bl`�/ /��nn1"�S Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 26 QO®� Square/Linear Footage of Work: �2q 165 Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: 'TIL-i~ Specify color of color thru tile: 6i Su Fee$ ee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) #VW,k N Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is Issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 t-1 .by LV day of *etoa0t-*+ ,20 1 .by who is personally known to 1-/ 1 f. ,wh s ersonally known me or who has produced as me or who has produced as identification and who did take an nath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sig Print: \v%S Print: 19:2 Seal: M*dopyC. IVIS REY Seal: MY COMMISSION#FF147325 a¢`0 P4 IVIS REY EXPIRES:August 03,2018 MY COMMISSION#FF147325 EXPIRES:Augum 03,2018 ************ * ************* ******** **************************** ************* APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) • 1• �1 J � �w Miami shores Village sell �J Building Department �..' �.� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 i 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: U �.10 10050 NE 2nd Ave • 0000 000000 • Miami Shores, A 33138 •• ;••• • 0000.. 0000 0000.. Re: Owners Name: _ /L-�Cr 2 ca /� /� ••• •• • 0000.. Property Address: c29 iv /O V ST 0000. � 0000. Roofing Permit Number: :""' ••••;• Dear Building Official: 0••0 0 0 . . . . 0000.. ybuil1 9 le certify that I am not required to retrofit the roof"Waa connostfon9 of my- building ding because: 00 The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions of 1994 edition of the South Florida Building Code(1994 SFBC) 66TAO Signature Print Nakie 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 Co day of SC4-1 �P4 e�. IVIS REY MY COMMISSION#FF147325 Notary Public, Sate of Florida at Qqe „ _d0f EXPIRES:August 03,2018 o When the just valuation of the structure for purpose of ad valzm taxation is equal to or more than$300.000.00,and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:3/30/2017 Property Information Folio: 11-2136-012-0070 Property Address: 29 NE 104 ST Miami Shores,FL 33138-2026 Owner RICHARD G TUTTLE MARY M MARTINEZ TUTTLE Mailing Address 29 NE 104 STMIAMI SHORES,FL 33138 USA PA Primary Zone 1000 SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds/Baths/Half 413/0 Floors 1 • Living Units 1 r Actual Area Sq.Ft • Living Area Sq.Ft Adjusted Area 2,286 Sq.Ft Taxable Value Information •••• • • :• • Lot Size 13,755 Sq.Ft �$ •• 0 •• some some • Year Built 1940 County •••••• • • Assessment Information Exemption Value $50,000 • $54 •• $50000 Year 2016 2015 2014 Taxable Value $273'3j72 ; $271,111 • $26;,•158 School Board •• Land Value $296,045 $243,864 $230,021 Exemption Value 1 $25,000 $25,000 $25,000 Building Value $186,059 $186,357 $182,506 Taxable Value 1 $298,9621 $296,711 $294,158 XF Value $792 $642 $651 City Market Value $482,896 $430,863 $413,178 Exemption Value 1 $50,000 $50,000 $50,000 Assessed Value $323,9621 $321,7111 $319,158 Taxable Value 1 $273,9621 $271,7111 $269,158 Benefits Information Regional Benefit Type 2016 2015 2014 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment Taxable Value $273,962 $271,711 $269,158 Cap Reduction $158,934 $109,152 $94,020 Sales Information Homestead Exemption $25,000 $25,000 $25,000 Second Homestead lExemption $25,0001 $25,0001$25,000 Previous OR Sale Price Book- Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Page Board,City,Regional). 12/14/2012 $375,000 28403_ Qual by exam of deed 2424 Short Legal Description 11/06/2008 $0 26650- Sales which are disqualified as a result of BEVERLY GLEN PB 38-74 1565 examination of the deed LOT 7 LESS N130FT LOT SIZE 105.000 X 131 The Office of the Property Appraiser is continually editing and updating the tax roll.This website 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 hftp://www.miamidade.gov/info/disclaimer.asp Version: SECTION 1524 HIGH VELOCITY HURRICANE ZONES-REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope.As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of the section.The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations.Additionally,the following items should be addressed as part of the agreement between the owner ant the contractor.The owner's initial in the designated space indicates that the item has been explained. i 2• 114 _Renailing wood decks:When replacing roofing,the existing wood roof deck may.44ve to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usJally..' 0 0 6 6.6 concealed prior to removing the existing roof system). •..0 ; .... .• 666.06 .6.6 0000.. ...... 4. Exposed Ceiling: Exposed,open beam ceilings are where the unddrMof the Fcxi Ckin 0 g . can be viewed from below.The owner may wish to maintain the architectural ap eo Tarce;thereforg, • roofing nail penetration of the underside of the decking may not be acceptable.jB!s jyevides fft2 eptton of maintaining the appearance. 0000.. . . . 6 0000.. ...606 6. Overflow scuppers(wall outlets): It is required that rainwater flowraff6 sb that the TQof:s •• fscovarge erloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this " • if overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. Owner n ignature Date Contractor Signature Date 24T fi-� %oma - Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; Fkdde BuNdby Code Stb EMM tM4} e ; Ngh-Velocity Hurrl=m Zone UnIform Permit Appdcatlon Section A(GwmWIMWMAM) � ! master Perft Cormacws r tx—lW4 V n wepr-►tit 1 f f ,lob A Z9 � tt7�-I ST • f f ROOF CATEGM ! g( scope a FeOte W Tie lArJ Set Tries ! 0 A� Meftd f files 0 wood ShIrlholMokes f 0 PrescrWve BM-AAS ISO ! ROOF TYPE .... ! 0 NOW roof 0 R D Aeroo&rg .'d9 Re •''''•t .. .... . ROOF SYS Em CATKIN • ! ...... .... ...... R E C E I v LOB SIOPO Pw Atm(Sf� stew sowftd AREA(SSF'y�r�_Tow SOP B(Roof Plan) •••••• ••••• ! Sled!Rod Plat:Musme an Wings OW .. dsrxeOverow .. . ...... = ins include ' ! sim of wd levels.d@�i Wm*�Of domed a zones pf . ....: T2-3' X. d � . � h Uj ljo ( .I Ua 1 U(p f Kamm MM=n com—wilaw m tint its} td.3T Row Asswoures AND Romop STRUCTURES Florida wilding Code 5th Edition (2014) HIgh.VelocIty Hurricane Zone Untform Permit Applcation Form. m on C(Low Awkatlonl Surfacing: NIA Fila In speck roof assembly components and Identify mamdacturer Fastener Spacing for AnchodBase Sheet Attachment: (if a component is not used,Identify as'"NA") Field:1_1'x @ Lap,#Rows 4 Q 9"ae System Manufacturer. GAF q-10-3®a 0,- Perimeter. 6 11 oc @ Lap,9 Rows A—0 s °oc Product Approval No.: COriier: 6 if OC @ I.BA,#ROWS 4 @ 6"OC Design Wind Pressures,From RAS 128 or Calculations: -428 -71.7 ,-108.0 Number of Easterners Per irsstdaticai,Board; . Prnaxi: Pmax2: Pmax3. Fwd N/A Perimeter N/A comer N/A Max.sign Pressure,from the specific Product 52.5 Approval Mush-As Components Noted and Detalls as *004 AFpfitdls: • DeG� • •, }•• 0000•• Type: Continuous Clea4 518 PLYWOOD Gutter,�TBase las t ter- .'.. .: kU, 9,Etc- 086.60 8806 ••88.6 Gaugermtokness. 5/8 Indicate:Mean Roof Height,Parapet,HAt_R,• f#d of Base• • • Bashing,Component Matedai,MatsdW VtokaeM Fastener 6 • • Slope: •25 Type,Fastener Spacing or Submit •6 g 0 0 0 :••0• ..... 1 PLY#75 BASE ••••6•' • • ••0••• AnchorfBase Sheet&No.of Ply(s): ROOF HEIGHT:10 FT. EAVEORIP:26 GAUGE 3X3 GALVANIZED•AiTACHED • • •'••'• • A icWM=$ F20n8d00r nV MdlB W: WITH 1 114°RIS 4°O.0 ;'';': • ' 1114 RIS NAft.&1518°T(NCAP •••••. 1 PLY CAPSHEET ' '• • :see* NIA •� ••• • Insulation Base Layer. 1 PLY RUBEROID#20 ' • NIA 1 PLY#75 BASEFT, WA Base lnsedatlott Size and Thickne 9 PLY RUSER010 OX V 9TFUP Base insulation FastenerlSonding Material: WoR A 3•X1kMAEAVE DRP t m Top Insulation Layer. NIA 1 Top Insulation Size and Thickness: NIA t o Top Insulation FastenwiSonding Material: NIA �j P rJJ�� Mean 1 Rod 1 PLY GAF RUBEROID#20 Height ` Base SNOWS)&NO.of Ply(s): Base Sheet Faste nding51"S FL"VOCQ F=F DE X ASTM'f Mattartal•YPE IV ASPHALT Ply Sheet(s)&No.of Piy(sy NIA Ply Sheet FastenedBonti ft Material:NIA Top Y•PI • 1 PLY MINERAL SURFACE , Top Ply Fastenedsonding Material: ASTM TYPE IV ASPHALT FLORIDA BUILDING CODE 8th Edition (2414)—BUILDING 16.33 t ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2404 High-Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: EAGLE ROOFING PRODUCTS Notice of Acceptance Number: 16-0314.06 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations}1, _39.1 PZ� -68.1 P3: 100.7 e ••• MAXIMUM DESIGN PRESSURE 40.4 MEDIUM PADDY •'•� ••••;• .. 0000 0000.. 0000 0000.. 0000.. 0000.. Steep Sloped Roof System Description0 ,.., . 0000. 00.00. 0000.. 0000 0000.. Deck Type: 5/8 PLYWOOD : ' : 0000.. Type Underlayment: ASTMD 226 TYPE II#30 " ' '•• ; • Roof Slope: •• 12 Insulation: N/A Fire Barrier: N/A Ridge Ven on Fastener Type&Spacing: 1 1/4"R/S 6"LAPS 2 ROWS 12"O.0 FIELD Adhesive Type: ASTM TYPE 4 ASPHALT —7] Type Cap Sheet: 1 #90 TILE UNDERLAYMENT Mean Roof Height: 10' Roof Covering: 13"FLAT TILE Type&Size Drip 3X3 GALV. 26 GAU E Edge: it;.34 FLORIDA BUILDING CODEbth Edition (2014) —BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High-Velocity Hurricane Zone Uniform Permit Application Foran. Section E(Tile Calculations) For Moment based ale systema,choose either Method 1 or 2.Compare the values for Mr with the values from Mf.if the Mr values arogreatar than or equal to the Mr values,for each arca of the roof,then the the attachment method is acceptable. Method 1"Moment Based Tile Calculations Per RAS 127" -39.1 .278 10.86 7.71 3.15 40.4 (Pt: x X )-Mg. =Mrd Product Approval Mf -L x b .278 G 18.93) Mg:7.71 .M,211.22 Product Approval Mf 40.4 (p3100.7 xz.278 27.99)-Mg*7.71 =Me,20.28 Product Approval Mf 40.4 Method 2"Simplifled 711e Calculations Per Table Below^ Required Moment of Resistance(Mr)From Table Below Product Approval M1 Mr required Moment Resistance" Mean Roof Height-> Roof Slope 18' 20' 28' 30' 'w' •••• • 2:12 34.4 38.8 30.2 38.7 009V •• • •••• • 302 32.2 34A 38.0 37A 38.8 • • 4:12 30A 32.2 33.8 38.1 •3L3 • • 8:12 28A 30.1 31.8 32.8 .9 ••••• 8:12 26A 28.0 28A 30.8 •••82.4 • •••• 7:12 24A 28.8 27.1 28.2 •••� p ••••i• goes* •• •• • ••••• °Must be used in conjunction with a list of moment basal the systems endorsed by the Browwd County Beard of Rules a�.�ea): • •• ForUpBRbased the systems use Method 3.Compared the values for F'with the values for Fr.If the F values are greater than o:equa110 t*Fr values• • assess for each ecce of the roof,then the tile attachment method is acceptable • • :••••• a • Method 3"Moment Based Tile Calculations Per RAS 127" •• • ••• • • • • (PI: x L-= x w;-_)-W: x awe 8 -Frt_ Product Approval F' •• (P2;-x L x w.=_)•W: x cos B =Frz Product Approval V (P3; x L_= x w:= -W: x cos 8 =Fr3 Product Approval V Where to Obtain Information Description Symbol Where to find Design Pressure Pl or P2 or P3 RAS 127 Table I or by an engineering anslyals prepared by FR based on ASCE 7 Mean Roof Height H Job Site Roof Slope 8 Job Site Aerodynamic Multiplier .l Product Approval Restoring Moment due to Ma Product Approval Gravity Attachment Resistance Mr Product Approval Required Moment Resistance M Calculated Minimum Attachment F Product Approval Resistance Required Uplift Resistance Fr Calculated AverageTileWelght W Product Approval Tile Dimensions L=length-width Product Approval All calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE bth Edition (2014)-BUILDING 16.38 MIAMaOWE MIAMI-DADE 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.aoy/economy GAF I Campus Drive Parsippany,NJ 07054 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 produa". material fails to perform in the accepted manner,the manufacturer will incur the expense of such testi' 0000.. 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!15114tami-D►at1L• *00000 County Product Control Section that this product or material fails to meet the requirerth>sWdf the applicable building code. •. :000:0 • 0000 This product is approved as described herein,and has been designed to comply with tke 4 0 Buildint0 ••:•• Code including the High Velocity Hurricane Zone of the Florida Building Code. *Soso •••••• 000000 0 0' DESCRIPTION: GAF Ruberoid®Modified Bitumen Roof System for Woad Dews.0 0 0 0.00:0 .0000. LABELING: Each unit shall bear a permanent label with the manufacturer's name of 1g90,3;ity,SM ;••••; and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 14-0611.01 and consists of pages 1 through 30. The submitted documentation was reviewed by Jorge L.Acebo. NOA No.: 14-1030.02 MIAM4DADE COUNTY Expiration Date: 11/06/18 PPROVEDI Approval Date: 11/05/15 Page 1 of 30 Membrane Type: SBS/SBS Cold Applied Deck Type 1: Wood,Non-insulated Deck Description: 19/32"or greater plywood or wood plank decks System Type E(1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Fire Barrier: FireOut''Fire Barrier Coating,VersaShield'Fire-Resistant Roof Deck Protection (optional) or Securock'Gypsum-Fiber Roof Board. Base sheet: GAFGLAS'#80 Ultima'Base Sheet, GAFGLAS®Stratavent'Eliminator' Nailable Venting Base Sheet,Ruberoid®20,Ruberoid®SBS Heat-Weld''Smooth or Ruberoid®SBS Heat-Weld'25 base sheet mechanically fastened to deck as described below: Fastening GAFGLAS®Ply 4,GAFGLAS®F1exPly''6,GAFGLAS®#75 Base Sheet or any Options: of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9"o.c.at the lap staggered and in two rows 1x'••• o.c. in the field. ' ' "" """ 0000 (Maximum Design Pressure—45 psf.See General Limitation d*: • . 0000 0000 0000.. GAFGLAS®Ply 4,GAFGLAS®F1exPly'6,GAFGLAS®#75 BM0911eet or any' :0000: of above base sheets attached to deck with Drill-Tec'#12 Fastan'ef,'Dtill-Teb:.:. ' #14 Fastener or Drill-Tec''XHD Fastener and Drill-Tec '3"SteeMate,Drill- ".0 . Tec"'AccuTrac'Flat Plate or Drill-Tec''AccuTrac'Recessed P�atg�astallef •10'e- o.c. in 3 rows. One row is in the 2"side lap. The other rows arg,egWy spaced. 0• approximately 12"o.c. in the field of the sheet. : ' ; . 0 0 0 00,0 (Maximum Design Pressure—45 psfSee General Limitation 17) 0000.. 0 0 000000 GAFGLAS®FlexPly'6 GAF LAS'#75 Base Sheet r any of above base sheets. attached to deck with approve annular ring shank nails and tin caps at a fastener s acing of 9" o.c.at the 4"la staggered and in two rows 9" o.c.in the field. (Maximum Design Pressure 52.5 psf.See General Limitation#7) GAFGLAS'#80 Ultima:'Base Sheet,Ruberoid'20,Ruberoid'Mop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9"o.c.at the 4"lap staggered and in two rows 9"o.c. in the field. (Maximum Design Pressure—60 psf.See General Limitation#7) GAFGLAS'#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec '#12 Fastener,Drill-Tec'#14 Fastener or Drill-Tec'XHD Fastener and Drill-Tec'3"Steel Plate,Drill-Tec'AccuTrac'Flat Plate or Drill-Tec' AccuTrac'Recessed Plate installed 12"o.c. in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure—60 psf.See General Limitation#7) Any of above base sheets attached to deck approved annular ring shank nails and 3"inverted Drill-Tec'insulation plates at a fastener spacing of 9" o.c.at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure—60 psf.See General Limitation#7) NOA No.: 14-1030.02 �wr��nnoE cover Expiration Date: 11/06/18 JAPPROVEDI Approval Date: 11/05/15 Page 26 of 30 Fastening GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Options: Drill-Tec `#12 Fastener,Drill-Tec'#14 Fastener or Drill-Tec'XHD Fastener (Continued) and Drill-Tec'3"Steel Plate,Drill-Tec °AccuTrac®Flat Plate or Drill-Tec"' AccuTrac®Recessed Plate installed 8"o.c.in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure—75 psf.See General Limitation#7) Ply Sheet: (Optional)One or more plies GAFGLAS®Ply 4,GAFGLAS®FlexPlyTM 6, GAFGL S®#80 Ultima Base Sheet,Ruberoid®Mop Smooth or Ruberoid®20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One or more plies of Ruberoid®Mop Smooth,Ruberoid®Mop 170 FR,Ruberoid® Mop Granule,RoofMatch'SBS Modified Granular,Ruberoid®Mop Plus Granule,Ruberoid®20,Ruberoid®30,Ruberoid®EnergyCap"30 FR SBS Membrane,Ruberoid®30 FR or Ruberoid®Mop FR in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Or One or more plies of Ruberoid®Mop Smooth, Ruberoid®Mop Granula, RoofMatch�'SB ed Granular,Ruberoid®Mop 170 FR,R void®Moi •• ••• • Plus Granule,Ruberoid®20,Ruberoid®30,Ruberoid®EnergyC�j,X•tR SBS • Membrane,Ruberoid®30 FR or Ruberoid®Mop FR adhered in Uatri+ m 102 SBS Membrane Adhesive at an application rate of 1-2 gal./sq. •0.00• •••• .•... Surfacing: Optional on granular surfaced membranes; required for snigft1hembtAdef• •••••• Chosen components must be applied according to manufacUverl application instructions. All coatings must be listed within a current NOA.' : 0 00000:. 0000.. 1. Gravel or slag applied at 4001bs./sq. and 300 lbs./sq.respective%jn allood jgjt ••••; of Approved asphalt at 601bs. •.: 2. GAF LASO Mineral Surfaced Ca Sheet,Tri-Ply®Mineral Surfaced Cap Sheet or GAFGLAS®EnergyCap BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Topcoat®Membrane,Topcoat®MB Plus(to be used as a primer with Topcoat® Membrane)or Topcoat®Surface Seal SB applied at 1 to 1.5 gal./sq. Maximum Design Pressure: See Fastening Options NOA No.: 14-1030.02 Mu�hnn�►oe counrtt Expiration Date: 11/06/18 • • Approval Date: 11/05/15 Page 27 of 30 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS®Ply 4 and GAFGLAS®F1exPlyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum V4"DensDeck®Roof Board or 1/2"Type X gypsum board is acceptable to be installed directly over the wood deck. 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 sUf mopped 8"ribbons in three rows,one at each side lap and one down the center of$heeheet allowing "":' a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" bFU spall be 0 •• laced eve 12'in each ribbon to allow cross ventilation. Asphalt application of j •• stem sh•1 0•• a P every P PP � �l�%t SY � . be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limitedAm maxianum. ;••••; design pressure of-45 psf. 69666 •60908 •*Goo 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic FVV@&tF')vaku:of:• 60:906 2751bf.,as tested in compliance with Testing Application Standard TAS 105. If the Mtener NVue, •••••• as field-tested,are below 275 lbf. insulation attachment shall not be acceptable. ;••;•; •, 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane aAchmebt is b'k'" on a minimum fastener resistance value in conjunction with the maximum design aalue ksted within ....: a specific system. Should the fastener resistance be less than that required,as determined by the •• Building Official,a revised fastener spacing,prepared,signed and sealed by a Florida Registered Engineer,Architect,or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117.Calculations prepared,signed and sealed by a Florida registered Professional Engineer,Registered Architect,or Registered Roof Consultant (When this limitation is specifically referred within this NOA,General Limitation#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 111 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 comers). (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 NOA No.: 14-1030.02 ranr�tinaoEeotn�rr Expiration Date: 11/06/18 JAPPROVED1 Approval Date: 11/05/15 Page 30 of 30 tat�Ufir1E �ERTIFiG�TIQN6�11RE.C701�Y Ug - TGFU.R1306 Roofing Systems Paae Bottom Roofing.Systems See General Information for Roofing Systems BUILDING MATERIALS CORP OF AMERICA,DBA GAP 1361 ALPS RD P1306 WAYNE,N]07470 USA "Ruberoid@ 20"or"RuberoldS 20 Fri'or"Ruberoid@ Modified Base Sheet"may be utilized as an alternate to Type G2 base sheets In any of the following Classifications. 1/2-In.thick(minimum)gypsum board or 1/4-in.thick(minimum)Georgia-Pacific Gypsum LLC°DensDeck@ Roofboard,"°DensDeck Prime® Roofboard'or'DensDeck DuraGuard"".Roofboard"may be used in any existing noncombystibie deck CJassiflcation.When this is done,the resulting roofing system Is acceptable for use over combustible(15/32-in.thick minimum)roof deckL However,the butt joints in the gypsum board and Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard, DensDeck Prime@ Roofboard'or°DensDeck DuraGuard' Roofboard"are to offset a minimum of 6-in.with the butt joints in the roof deck.If polystyrene Is part of the roof system,it must be placed below the overiayrpt board. Multiple plies of"GAFGLASS Ply 4"or'Tri-Ply®Ply 4"or°Tri-Ply@ Ply 6"may be adhered to Georgia-Pacific ••� • Roofboard,''DensDeck Prime@ Roofboard"or"DensDeck DuraGuard""Roofboard'in hot roofingasphalt. GYFsurtpLL�°DansDec0 ' • • 0000•• 0000 0000•• "EnergyGuard'"Ultra'is an acceptable alternate to"EnergyGuard'4 RF°in any applicable Classification. 0000•• • • • 0000•• 0000 • • • • "GAF Stratavant@ Eliminator'-Venting Base Sheet(Nailable)'Ty be mechanically attached or hot mo • r � ••••• recover over existing roof systems. @ped over�n0ll�mbustibl2 decks and as a • • 0000•• • • 0000• • • 0000•• 'GAFGLASS Perlite Insulation'may be utilfzed as a cover board over"En ; 0 O • ergyGuard'"RF"insulation In any of thg tq{Ip�g systems. • •� • • • • `Unless otherwise indicated,the roof insulation is mechanically fastened,adhered with hot mopping e h • • adhesive.Polystyrene referenced in any of the following•Classifications Include°EnergyGuardl" EPS Insulation'.;Cl 0 0 ure4U'i}igutation : • Unless otherwise indicated,all Insulations may be adhered with any UL Classified Insuta'tion Adhesive per the manufacturer's installation Instructions(excluding LRF Adhesive O)in any applicable Non-Combustible Roof Deck Classifications. References to glass fiber insulation Include"EnergyGuard Fiberglass Insulation". 'EnergyGuard� Tapered'is an acceptable alternate to"EnergyGuard"°'in any applicable Classification. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet(°GAFGLAS@#75 Base Sheet".or'Tri-Ply@!#75 Base Sheet,or"GAFGLAS@*80 ULTIMAI)is a suitable alternate for Type G1 asphalt glass fiber ply sheet("GAFGLAS@ ply 4"or'Tri-Ply@ Ply 4",or'GAFGLAS@ Ply 6)in the Class A,B or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet°GAF Stratavent@ Eliminator""Venting Base Sheet(Perforated)"or"GAF Stratavent@ Eilminatof"Venting Base Sheet(Nailabie)."Perforated base sheets to be loose laid or fully adhered with hot roofing asphalt and naliabie base sheets are to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet(°GAFGLASS*75 Base Sheet'or'Tri-Ply@#75 Base Sheet"or"GAFGLAS@#80 ULTIMA"or "GAP Stratavent@ Eliminator7"Venting Base Sheet(Nallable)"may be substituted for Type GS asphalt glass fiber ply sheet(°GAPGLASS Ply 4'or "Tri-Ply@ Ply 4°or"GAFGLASS Ply 6°)as the nailed base ply In the following systems, Bottom ply or base sheet may.be solid mopped,spot mopped or mechanically fastened. Unless otherwise Indicated,all Insulations may be hot mopped or mechanically fastened. "GAFGLASS Flashing"or"Ruberold@'may be used for flashing In any of the Class A,B or C systems fisted below. When°periite"is referenced,this Includes"GAFTEMP PERMALITE@'or any other UL Classified periite fAsulation. http://data base•ul.com/cgi-bin/XYV/template/LISEXT/IFRAME/showpage.html`Iname=T... 2/26/2014 . i agc G Ul Jv Crushed stone or slag are suitable alternates for gravel in any of the Class A,B or C systems listed. Structural cement fiber building units are considered suitable to be or NC. Included as a deck in the following Gass A,B or C systems listed over C-15/32 The use of gypsum board under any of the following Class A,B or C systems does not adversely affect the rating.The use of Ih-in.minimum thick gypsum board Is an acceptable alternate for minimum insulation over C-15/32 thick roof decks. The use of polystyrene insulation board between minimum 3k-in.thick periite board and deck with rosin paper(perlite/rosin paper/polystyrene/perlite)Is a suitable alternate for polyisocyanurate board in the following Class A,B or C systems. "EnergyGuardT"RA"or"Tapered EnergyGuardTM RA"or"EnergyGuarc"Composite RA"may be substituted for any At Roofing Corp. Polyisocyanurate Insulation in any of the following Classifications. Trumbull"Perms Mop"may be utilized with any of the following"Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGLAS@#80 Premium Base Sheet"may be used in any of the following systems. "GAFGLASS Flex Ply 6"and`Tri-Ply@ Ultra-Flexible Ply 61 are suitable alternates to'GAFGLAS@ Ply V. "GAFTEMP Permalite Recover Board"may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated,any of the"Asphalt Felt Systems with Hot Roofing Asphalt" 3-gal/100-ft2. may be surfaced with TOPCOAT@ Fireshield MB"at 21h to "Ruberoid@ Dual Smooth"may be used as an alternate to"RuberoidS Mop Smooth"or"Ruberoid@ 20"or"Ruberoid@ 20 HT" •••••- "Ruberoid@ Mop Smooth 1.5°may be used as an alternate to"Ruberoid@ Mop Smooth" • • • •••••• •••• ••••% Class A,Band C •••i•• • • • Hot roofing asphalt,for use with organic and glass felts or modified bitumen membranes. •••.•• ;••••• •••••• • "Ruberold@ Heat Weld"SBS roofing membrane may be used in lieu of"Ruberoid@ Mop°SBS products in an Y aPP fI•••••• • ••••• • • tincabl�passificadbn. ••••�• fClassA::) • • • • • • • • •••••• •••••• 1.Deck:C-15/32 • • • i••••i Incline:3 • • • YnsulationO •• ( ptional):—One or more layers perlite or wood fiber or glass fiber or Polyisocyanurate or urethane or perllte/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic an thickness. mopped. Ply Sheet—Three or more plies Type G1 or"GAFGLAS@ Ply 4"or°Tri-Ply@ Ply 4"or"GAFGLAS@ ply 6"hot mo y Surfacing:—Gravel. 2.Decic C-15/32 Incline:2 Insulation(Optional):—One or more layers pertite or wood fiber or glass fiber or polylsocyanurate or urethane or pertite/polyisocyanurate Composite or perlite/urethane composite or wood fiber/poiyisocyanurate composite or phenolic,any thickness. Ply Sheet—Three or more plies Type GI or"GAFGLAS@ Ply 4"or"Tri-Ply@"Ply 4"or"GAFGLAS@ Ply 6°. Cap Sheet—One ply Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or'Tri-Ply@ Mineral Surfaced Cap Sheet°or"GAFGLASS EnergyCapr,BUR Mineral Surfaced Cap Sheet." 3.Deck:NC Incline:2 insulation(Optional):—One or more layers perlite,wood fiber,glass fiber,polyisocyanurate,urethane,periite/polyisocyanurate composite,periite/urethane composite,wood fiber/po)yisocyanurate composite,phenolic,2-1n,maximum. Ply Sheet—Two or more plies Type Gi"GAFGLAS@ Ply 41,'Tri-Ply@ Ply 4"or'GAFGLASS Pty 6°. Cap Sheet—One ply Type G3"GAFGLAS@ Mineral Surfaced Ca Sheet"or'Tri-Ply@ Mineral Surfaced Cap Sheet"or"GAFGL.ASS EnergyCapT"BUR Mineral Surfaced Cap Sheat" P 4.Deck:C-15/32 Incline: 1 Slip Sheet(Optional):—Red rosin paper,nailed to deck. Insulation(Optional):—Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc"OlyBond Fastening System'or any UL Classified insulation adhesive. Base Sheet—One ply Type G2'GAFGLAS@#75 Base Sheet'or'Tri-Ply@#75 Base Sheet'(may be nailed). Ply Sheet—One or more plies Type G1"GAFGLAS@ Ply 4"or"Trt-Ply@ Ply 4"or GAFGLASS Ply 6". Cap Sheet—One ply Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Ply@ Mineral Surfaced Cap Sheet"or"GAFGLASS http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.htm1?name=T... 2/26/2014 EnergyCap""BUR Mineral Surfaced Cap Sheet." Surfacing(Optional):—"TOPCOAT®EnergyCote""Elastomeric Coating"applied at a rate of 2-gal/100-ft2. 5.Deck:NC Incline:3 Base Sheet:—One ply Type G2".GAFGLAS@#75 Base Sheet"or"Tri-ply®#75 Base Sheet". Ply Sheet:—One or more plies Type G3"GAFGLAS@ Ply 4"or"Tri-Ply®Ply 4"or"GAFGLAS@ Ply 61. Cap Sheet:—One ply Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Ply@ Mineral Surfaced Cap Sheet'or"GAFGLAS@ EnergyCap BUR Mineral Surfaced Cap Sheet." 6.Deck:C-15/32 Incline:2 Insulation:—One or morn layers perilte,glass fiber,polytsocyanurate,urethane,perlite/polylsocyanurate composite,perlite/urethane composite,phenolic,1 in.minimum(offset a minimum of 6-in.from plywood deck joints). Base Sheet:-One or more plies Type G1 or Type G2 or Type G3. Membrane:—One or more plies"Ruberold@ Torch Smooth"or"Ruberold@ Torch Granule"or"Ruberold@ Torch Granule Plus'or "Ruberold@ Mop Smooth"or'Ruberold@ Mop Smooth 1.5°or"Ruberold@ Mop Smooth Plus"or"Ruberoid@ Mop Granule"or"Ruberoid@ Mop Plus Granule*or°ROOFMatch""SBS Modified Granular"or"Tri-Ply®SBS Modified Bitumen Membrane"or"ROOFMatchTM APP Modified Granular'or°Tri-Ply®TP-4G°or'Tri-Ply®TP-4"or°Ruberoid@ Dual Smooth". Cap Sheet:—Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet°or'Tri-Ply@ Mineral Surfaced Cap Sheet"or"GAFGLAS@ EnergyCaPTM BUR Mineral Surfaced Cap Sheet"fully adhered with hot roofing asphalt 7.Deck:C-15/32 Incline:2 Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlitBase Sh le�et-Two or more composite Type G2or eor Type G3composite or wood fiber/polyisocyanurate composite or phenolic,any�t�ktiess. Ply Sheet(Optional):—One or more plies Type GS. • • •••••• •••••• Membrane:—One or more plies"Ruberold@ Torch Smooth"or"Ruberoid@ Torch Granule"or"Ruberoidgrarlh granule Pluares .' d@ Mop Smooth Plus' Smooth'd@ Mop ®Mop Smooth 1.5"or liBitumen r"Ruberold@ Mop h� iMop Plus nueor"ROOFMatch SBModified Granular'or°Tri Py@ SBS Modified mebrane*Ir•TWIVIatcModified ••••• Granular'or'Tri-Ply@ TP-4G"or'Tri-Ply@ TP-4"or"Ruberold@ Dual Smooth". Cap Sheet:—Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet'or"Tri-ply@ Mineral Surfaced Cap Sheet"••° •• • et: � •••••• BUR Mineral Surfaced Cap Sheet"fully adhered with hot roofing asphalt. ?� w�+`0.Enerc7yCap •••• • ••••• S.Deck:NC Incline:2 •••••• • • ••i•.• • Insulation(Optional):—Perl,te or lass fiber or of is """ ' • 9 p y ocyanurate or wood fiber or mechanically fastened an?thjckness.• • ••••:0 Base Sheet—One or more plies Type G2,°GAFGLAS@#75 Base Sheet"or"Tri-Ply@#75 Base Sheet". ••..•. Ply Sheet:—One or more plies Type G1"GAFGLAS@ Ply 4°or"Tri-Ply@ Ply 4°or"GAFGLAS@ Ply 6". • • • • • Cap Sheet:—Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or^Tri-Ply@ Mineral Surfaced Cap Sheet�o4�AFi•GLAS@ ErA pn+ :••••: BUR Mineral Surfaced Cap Sheet'fully adhered with hot roofing asphalt a'sy0; Surfacing:—'TOPCOAT@ Fireshield MB"applied at 21/1 to 3.0-gal./100-ft2. 00 9.Deck:C-15/32 Incline: 1 Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polytsocyanurate or urethane or periite/po,yisocyanurate composite or pedite/urethane composite or wood fiber/polyisocyanurate composite or phenolic,any thickness. Ply Sheet:—Three or more plies Type GI"GAFGLAS@ Ply 4"or'Tri-Ply@ Ply 4"or"GAFGLAS@ Ply 6". Cap Sheet:—"GASFGLAS@ EnergyCapTM BUR Mineral Surfaced Cap Sheet'. 10.Deck NC Incline: 1 Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or peritte/polylsocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic,2-in.maximum. Ply Sheet—Two or more plies Type G1"GAFGLAS@ Ply 4"or'Tri-Ply@ Ply 4°or"GAFGLAS@ Ply 6^ Cap Sheet:—"GASFGLAS@'EnergyCap"BUR Mineral Surfaced Cap Sheet'. 11.Deck:NC Incline:2 Base Sheet—One ply Type G2"GAFGLAS@#75 Base Sheet'or"Tri-Ply@#75 Base Sheet'. Ply Sheet—One or more plies Type G1a"GAFGLAS@ Ply 4"or`Tri-Ply@ Ply 4"or'GAFGLAS@ Ply 6". Cap Sheet—"GASFGLAS@ EnergyCap BUR Mineral Surfaced Cap Sheet". 12.Deck:C-15/32 Incline: 1 Insulation:—One or more layers peritte or glass fiber or poiyisocyanurate or urethane or perlite/polylsocyanurate composite or pedite/urethane composite or phenolic,1-in.minimum(insulation joints offset a minimum of 6-In.from plywood deck joints). Base Sheet—One or more plies Type G1"GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLAS@ Ply 6"or Type G2"GAFGLAS@#75 Base Sheet"or'Tri-Ply@#75 Base Sheet"or Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or'Tri-Ply@ Mineral Surfaced Cap Sheet°. http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=T... 2/26/2014 Membrane.—One or more plies"Ruberold@ Torch Smooth'or"Ruberold@ Torch Granule"or"Ruberold@ Torch Granule Plus'or "Ruberold@ Mop Smooth'or"Ruberoldp Mop Smooth 1.5°or"Ruberold@ Mop Smooth Plus"or"Ruberold®Mop Granule'or°Ruberoldp Mop Plus Granule"or"ROOFMatch'"SBS Modified Granular"or°Tri-Ply SBS Modified Bitumen Membrane"or"ROOFMatch' APP Modified Granular-or"Tri-Ply@ TP-4G"or"Tri-Ply@ TP-4°or"Ruberoid@ Dual Smooth." Cap Sheet:—"GASFGLAS@ EnergyCap71 BUR Mineral Surfaced Cap Sheet". 13.Deck:C-15/32 Incline:1 Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or Base SholeetocyTw orth more r perlite/urethane composite or wood fiber/polylsocyanurate composite or phenolic,any thickness. P Type G2"GAFGLASS#75 Base Sheet",'Tri-Ply@#75 Base Sheet°,or Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or°Tri-Ply@ Mineral Surfaced Cap Sheet". Ply Sheet(Optional):—One or more plies Type G1. Membrane:—One or more plies'Ruberold@ Torch Smooth'or"Ruberold@ Torch Granule"or"Ruberoid@ Torch Granule Plus'or "Ruberold@ Mop Smooth'or'Ruberold@ Mop Smooth 1.5°or"Ruberoldp Mop Smooth Plus"or"Ruberold@ Mop Granule"or"Ruberoid@ Mop Plus Granule'or"ROOFMatch""SBS Modified Granular'or"Tri-Ply@ SBS Modified Bitumen Membrane'or"ROOFMatch'"'APP Modified Granular"or'Tri-Ply@ TP-47 or°Tri-Ply@ TP-4"or"Ruberold@ Dual Smooth". Cap Sheet:—"GASFGLASS EnergyCapTM BUR Mineral Surfaced Cap Sheet". 14.Deck.C-15/32 Incline:2 Insulation(Optional):—One or more layers perlite or wood fiber or glass Fiber or polyisocyanurate perlite/pofylsocyanurate composite or wood fiber/polylsocyanurate composite any thickness mechanically or adhered with hot roofing asphalt. Base Sheet:—One ply"GAFGLASS Stratavent.Eliminator Venting Base Sheet"or Type G2 fully adhered with hot roofing asphalt Ply Sheet:—Two or more plies Type Gi or"Ruberold@ Mop Smooth"or"Ruberold@ Mop Smooth 1.5"or"Ruberold@ Mop Smooth Plus" or*Ruberold@ 20"or"Ruberold@ 20 HT"fully adhered with hot roofing asphalt Membrane:—°GAFGLAS@ Mineral Surfaced Cap Sheet°or"GAFGLASS EnergyCapTM BUR Mineral Surfaced Cap Sheet"fully adhered with hot roofing asphalt 15.Deck:C-15/32 Incline:1 • •••• ••••;• Insulation(Optional):—Any thickness perlite or wood fiber or glass fiber or poiyisocyanurate mechanicpjl,6•�yed or adherod with •••••• OMG Inc."OlyBond Fastening System"or any UL Classified insulation adhesive. Barrier Board:—Minimum t/4-ln.thick Georgia-Pacific Gypsum LLC"DensDeckp Roofboard"or"DensDeci PMct Roofbaaid."j• • • "bensDeck DuraGuardn'Roofboard"or minimum 1/4-In,thick Untied States Gypsum Corp."SECUROCK@ Roofakerd"(TypeTRX-G)or 'SECUROCK@ Glass-Mat Roof Board' '•"' (Type SGMRX)mechanically fastened or adhered with OMG Inc.°Oly�opd F"ening System✓♦or any ••:••� UL Classified insulation adhesive with butt joints in the barrier board products staggered a minimum of 6-in.frempivwood$2tR"ft. Base Sheet—One ply Type G2"GAFGLASS#75 Base Sheet"or-Try-Ply#75 Base Sheet'mechanically flAel ••••;• Ply Sheet:—One or two plies Type Gi"GAFGLASS Ply 4"or'Tri-Ply 4"or"GAFGLAS@ Flex Ply 6"or Typo rail 43Pe=GLAS@#79 Base • Sheet"or"Tri=Ply#75 Base Sheet"fully adhered with hot roofing asphalt. • • • • Cap Sheet—One ply Type G3'GAFGLASS Mineral Surfaced Cap Sheet"fully adhered with hot roofing asphalt • ••• • •••••• Surffacing(Optional):—"TOPCOAT@ EnergyCotel"Elastomeric Coating"applied at a rate of 2-gal/100-fa. . • • :••••: 16.Deck:NC Incline:1/2 •• Insulation(Optional):—Any thickness periite or wood fiber or glass fiber or polytsocyanurate,mechanically fastened or adhered with "LRF Adhesive M"or OMG Inc."Olybond Fastening System"applied as a nominal 3/4-in.bead or°GAF 2-Part Roofing Adhesive'applied as a nominal 2-1/2-in.bead with a maximum on-center spacing of 12-in.or any UL Classified insulation adhesive applied per the manufacturer's installation instructions. Base Sheet—One ply Type G2"GAFGLAS@#75 Base Sheet"or'Tri-Ply@#75 Base Sheer,mechanically fastened Ply Sheet—One or two plies Type G3°GAFGLASp ply 4°or"Tri-Ply@ 4"or"GAFGLAS@ Flex-PlyTM 6°or Type G2"GAFGLASS#75 Base Sheet'or'Tri-Ply@#75 Base Sheet°,fully adhered with hot roofing asphalt Cap Sheet—One ply Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet",fully adhered with hot roofing asphalt Surfacing:—`TOPCOATS EnergyCote—Elastomeric Coating"or'TOPCOAT@ MB Plus"or"TOPCOAT@ 322 White Elastomeric Coating", applied at a rate of 2-gal/100-ft2. 17.Deck:C-15/32 Incline:1/2 Insulation(Optional):—Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc."OlyBond Fastening System"or any UL Classified Insulation adhesive. Barrier Board:—Minimum 1/4-In.thick Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeck Prime@ Roofboard'or "DensDeck DuraGuardTM Roofboard"or minimum+/4-in.thick Untied States Gypsum Corp."SECUROCK@ Roof Board"(Type FRX-G)or "SECUROCK@ Glass-Mat Roof Board"(Type SGMRX)mechanically fastened or adhered with OMG Inc."OlyBond Fastening System'or any UL Classified Insulation adhesive with butt joints In the barrier board products staggered a minimum of 6-In.from plywood deck joints. Base Sheet—One ply Type G2°GAFGLAS@#75 Base Sheet"or"Tri-Ply#75 Base Sheet°mechanically fastened Ply Sheet:—One or two plies Type Gi"GAFGLAS@ Ply 4"or"Tri-Ply 4"or"GAFGLAS@ Flex Ply 6"or Type GZ"GAFGLASS#75 Base Sheet"or"Tri-Ply#75 Base Sheet"fully adhered with hot roofing asphalt. Cap Sheet—One ply Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"fully adhered with hot roofing asphalt Surfacing:—"TOPCOAT@ EnergyCote' Elastomeric Coating"or'TOPCOAT@ MB Plus"or"TOPCOAT@ 322 White Elastomeric Coating" applied at a rate of 2-gal/100-ft2. 18.Deck:NC Incline: 1 http://data.base.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.hinil?name=T... 2/26/2014 Insulation(Optional).—Any thickness perllte or wood fiber or glass fiber or polyisocyanurate,mechanically fastened or adhered with "LRF Adhesive M"or OMG Inc."Olybond Fastening System"applied as a nominal 3/4-in.bead or"GAF 2-Part Roofing Adhesive"applied as a nominal 2-1/2-in.bead with a maximum on-center spacing of 12-in.or any UL Classified insulation adhesive applied per the manufacturer's installation instructions. Base Sheets—One ply"GAFGLASS Stratavent@ EllminatorTM Venting Base Sheet"or Type G2,fully adhered with hot roofing asphalt Ply Sheets—One or two plies"RuberoldO Mop Smooth"or"Ruberoid@ Mop Smooth 1.5"or"Ruberoid@ Mop Smooth Plus"or"Ruberoid@ 20"or"Ruberold@ 20 HT",fully adhered with hot roofing asphalt Membrane:—One ply"GAFGLASS Mineral Surfaced Cap Sheet",fully adhered with hot roofing asphalt Surfacing:—'TOPCOATS EnergyCote'"Elastomeric Coating"or"TOPCOAT@ MB Plus"or"TOPCOAT@ 322 White Elastomeric Coating" applied at a rate of 2-gal/100-ft2. 19.Deck:C-15/32 Inline: 1 Insulation(optional):—Any thickness perlite or wood fiber or glass fiber or polyisocya nu rate mechanically fastened or adhered with OMG Inc."OlyBond Fastening System"or any UL Classified insulation adhesive. Barrier Board:—Minimum 1/4-in.thick Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeck Prime@ Roofboard"or "DensDeck DuraGuard"'Roofboard"or minimum 1/4-in.thick Untied States Gypsum Corp."SECUROCKS Roof Board"(Type FRX-G)or "SECUROCKS Glass-Mat Roof Board"(Type SGMRX)mechanically fastened or adhered with OMG Inc."OlyBond Fastening System"or any UL Classified Insulation adhesive with butt joints in the barrier board products staggered a minimum of 6-in,from plywood deck joints. Base Sheet:—One ply"GAFGLASS Stratavent Eliminator Venting Base Sheet"fully adhered with hot roofing asphalt Ply Sheet:—One or two plies"Ruberoid@ Mop Smooth"or"Ruberold@ Mop Smooth Plus"fully adhered with hot roofing asphalt Membrane:—One ply"GAFGLASS Mineral Surfaced Cap Sheet"fully adhered with hot roofing asphalt Surfacing:—"TOPCOAT@ EnergyCote� Elastomeric Coating"or"TOPCOAT@ MB Plus"or"TOPCOAT@ 322 White Elastomeric Coating" applied at a rate of 2-gal/100-ft2. J20.Deck.C-15/32 Incline:a1 Base Sheet:—One ply Type G2"GAFGLAS@#75 Base Sheet"or"Tri-Ply@#75 Base Sheet"mechanically fastened. e... Insulation(Optional):—Any thickness or combination: perlite or wood fiber or glass fiber or Polyisocyanurate,mechanid'8 l •••••. fiat-mopped or adhered with OMG Inc."OlyBond Fastening-System°or any UL Classified insulation adhesivi. .'• L� ;tined er, • Base Sheet:—One or more piles"Ruberoid@ 20 or Ruberoid@ 20 1 f17 or"P,uberoid@ Modified Base Shee*�hot mopped or ••• •• mechanically attached. Cap Sheet:—One ply Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Ply&Mineral SurfacedCap'Sheet"or"GAFGLVO •••••• EnergyCap—BUR Mineral Surfaced Cap Sheet." •••••. • • - •••••• Class �••.•• �••.•• •.••• •••••• • • ••••• 1.Deck:C-15/32 Incline:3-1/2 ..•••• i...•. •••••• • InsulationO • ' • • ( ptional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or ;•••:• •••••• perlite/polyisocyahurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or pi��oiic,an9 thickness. • • Ply Sheet:—Two or more piles Type GI"GAFGLAS@ Ply 4"or°Tri-Ply@ Ply 4"or"GAFGLASS Ply 6"mec�ieg&I4fasten" • :••••: Cap Sheet:—Type G3"GAFGLASS Mineral Surfaced Cap Sheet"or"Tri-Ply@ Mineral Surfaced Cap Sheet"or"GAFGLAS@ Enehw:ap' BUR Mineral Surfaced Cap Sheet,fully adhered with hot roofing asphalt. 2.Deck.C-15/32 Incline:3-1/2 Insulation(Optional):—One or more layers perilte or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyfsocyanurate comppsite or perlite/urethane composite or wood fiber/polylsocyanurate composite or phenolic,any thickness. Base Sheet:—Two or more plies Type G or Type G2 or Type G3. Membrane:—One or more plies"Ruberoid@ Torch Smooth"or"Ruberoid@ Torch Granule"or"Ruberoid@ Torch Granule Plus"or "Ruberoid@ Mop Smooth"or"Ruberoid@ Mop Smooth 1.5"or"Ruberoid@ Mop Smooth Plus"or"Ruberold@ Mop Granule"or"Ruberoid@ Mop Plus GFdnule"or"ROOFMatchTM SBS Modified Granular"or"Tri-Pty@ SBS Modified Bitumen Membrane"or"ROOFMatch' APP Modified Granular"or'Trl-Ply@ TP-4G"or"Tri-PlyO TP-4"or"Ruberoid@ Dual Smooth." Cap Sheet:—"GAFGLASS Mineral Surfaced Cap Sheet",or"Tri-Piy@ Mineral Surfaced Cap Sheet"or"GAFGLASS EnergyCap,"BUR Mineral Surfaced Cap Sheet"fully adhered with hot roofing asphalt. 3.Deck:C-15/32 Incline:2-1/2 Insulation(Optional):—One or more layers perltte or wood fiber or glass fiber or polylsocyanurate or urethane or periite/polylsocyanurate composite or perltte/urethane composite or wood fiber/polyisocyanurate composite or phenolic,any thickness. Ply Sheet:—Two or more plies Type G1"GAFGLASS Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLASS Ply 6". Cap Sheets—"GAFGLAS@ EnergyCap"BUR Mlneral Surfaced Cap Sheet". 4.Deck:C-15/32 Incline:2-1/2 Insulation(Optional):—One or more layers periite or wood fiber or glass fiber or polyisocyanurate or urethane or perilte/poiyisocyanurate composite or perifte/urethane composite or wood fiber/polyisocyanurate composite or phenolic,any thickness. Base Sheet:—Two or more plies Type G1"GAFGLAS@ Ply 4"or'Tri-Plya Ply 4"or"GAFGLASS Ply 6"or Type G2"GAFGLAS@#75 Base Sheet"or"Tri-Pfy@#75 Base Sheet'or Type G3"GAFGLASS Mineral Surfaced Cap Sheet°or"Tri-Piya Mineral Surfaced Cap Sheet." Membrane:—One or more plies"Ruberoid&Torch Smooth"or"Ruberold@ Torch Granule"or°Ruberold@ Torch Granule Plus"or ld@ Mop Smooth Plus'or Mop Pus Granule'ld@ Mop orQOROOFfMatchl SBS Modified Granuth'or'Ruberold@ Mop Smooth lar"or"Tri Ply&BS Modified Bitumen Membrane"o ROOFMatch""Mop Granule'or"APPeMdifified http://database.ul.com/cgi-bin/XW emplate/LISEXT/1FRAME/showpage.html?name=T... 2/26/2014 MIAMI-DADE 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.aov/economv Eagle Roofing Products LLC 1575 East C.R.470 Sumterville,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 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 Ttt%pted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,mb8M,or "' 0 suspend the use of such product or material within their jurisdiction. RER reserves the rightor e;oke th iso 0cceptance y• if it is determined by Miami-Dade County Product Control Section that this product or mat%iJg WIs to meet the • requirements of the applicable building code. 0000 :• This product is approved as described herein,and has been designed to comply with the Florida E uilding-code •••6• including the High Velocity Hurricane Zone of the Florida Building Code. 000000 6 6 6••• 6 •0066. .. .. . ...... DESCRIPTION: Bel Air,Bel Air Double Eagle,Ponderosa,Ponderosa Double Eagle:c"Q@n Eagle 6 00 Low Profile Concrete Tiles •••:• 6.00-: • . . • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and fb&* wing statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0223.18 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.:16-0314.06 fMWO Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 1 of 9 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. 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 use in locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2.PRODUCT DESCRIPTION: Manufactured by Test Product Applicant Dimensions Specifications Description sso@ Bel Air Lenght= 17" TAS 112 Flat profile concreteroof We equIpWAx-vith twQ G e G G Concrete Tile Width= 12 '/" Type 3a nail holes. For adhesive set,direct al"Por • Thickness='h" Class III battened nail-on appNefftetls. •••• •••••• 0000.. 0000.. Bel Air Double Eagle Lenght= 17" TAS 112 Flat profile concrete•rooMide equ!9ppo&with two•••' Concrete Tile Width= 12 '/4" Type 3a nail holes. For adhe,§iyg�sej,direct deck or 0.:..* Thickness='/z" Class III battened nail-on appUGA>,AS. ;"••' 000.0. Goose. G G Ponderosa Lenght= 17" TAS 112 Flat profile concrete;oof tele with�11tj finish••••:• Concrete Tile Width= 12 '/" Type 3a equipped with two nail ladles. Fol-adhesive sc:....; Thickness='/z" Class III direct deck or battenel nair on applications. ' Ponderosa Double Eagle Lenght= 17" TAS 112 Flat profile concrete roof tile with shake finish Concrete Tile Width= 12 '/4" Type 3a equipped with two nail holes. For adhesive set, Thickness='/Z" Class III direct deck or battened nail-on applications. Golden Eagle Lenght= 17" TAS 112 Flat profile concrete roof tile brushed finish Concrete Tile Width= 12 '/" Type 3a equipped with two nail holes. For adhesive set, Thickness='/2" Class III direct deck or battened nail-on applications. Trim Pieces Lenght=varies TAS 112 Accessory trim,clay roof pieces for use at hips, Width=varies rakes,ridges and valley terminations. varying thickness Manufactured for each tile profile. NOA No.:16-0314.06 ►re Expiration Date: 10/05/21 Il�iiiilllll� u. I�� Approval Date: 06/16/16 Page 2 of 9 2.1 EVIDENCE SUBMITTED: Test Agency 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 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II 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 1994 TAS 108(Nail-On) Redland Technologies P09647-01 Wind Tunnel Testing Aug. 1994 TAS 108 (Mortar Set) . . . .... . The Center for Applied 94-084 Static Uplift Testing '..' 1�Q33c 1994 ..... Engineering,Inc. TAS 101 (Mortar Set) ...... .... ...... The Center for Applied 25-7094-(2, 5, & 8) Static Uplift Testing *:'*** d ct. 1994:.... Engineering, Inc. TAS 102 ... ;••••• The Center for Applied 25-7183-(5 thru 6) Static Uplift Testing .•;••; ;.JJ), 19950•0•• Engineering, Inc. TAS 102 " " ' """ The Center for Applied 25-7214-(1, 5 , & 8) Static Uplift Testing : .Masch, 199&% Engineering,Inc. TAS 102 • The Center for Applied 25-7487-2 Static Uplift Testing D%j. 1995 Engineering, Inc. TAS 102 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 Sep. 1996 Engineering, Inc. TAS 102 Celotex Corporation Testing 520109-1 Static Uplift Testing Dec. 1998 Service 520111-4 TAS 101 Celotex Corporation Testing 520191-1 Static Uplift Testing March 1999 Service TAS 101 Walker Engineering, Inc. Calculations Aerodynamic Multiplier Sep. 2006 Walker Engineering, Inc. Calculations Restoring Moments Due to Gravity Sep. 2006 ATL of South Florida RT 1214.01-15 TAS-112 12/17/15 NOA No.:16-0314.06 CC'rh' Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 3 of 9 3 LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 shall be 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 Miami-Dade County Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable Building Code. 4 INSTALLATION: 4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle,Ponderosa Double Eagle Flat Concrete Roof Tiles and its components shall be installed in strict com liance with Roofxi re A� lica P p .�a.. tion� ...... Standard RAS 118,RAS 119 and RAS 120. • 4.2 Data For Attachment Calculations ..:. ....:. Table 1: Average Weight(W) and Dimensions (I x w °•••. :...:. • Tile Profile Weight-W(Ibf) Length4.(!1<) Wldth-w(ft).: .' Bel Air, Bel Air Double Eagle, Ponderosa, Golden 11.4 m2 s e e 01.03 •' " ,Eagle, Ponderosa Double Eagle Flat Tile :• ... .. Table 2: Aerodynamic Multipliers -A(ft ) •• • ••• • Tile Profile A(ft3) A (ft3) / Batten Application Direct Deck Application Bel Air, Bel Air Double Eagle, Ponderosa, Golden 0.301 0.278 Eagle, Ponderosa Double Eagle Flat Tile Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf) 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 NOA No.:16-0314.06 CICRMTYM Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 4 of 9 Table 4: Attachment Resistance Expressed as a Moment- Mf(ft-Ibf) for Nall-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 16/32" plywood) (min. 19/32" plywood) Bel Air, Bel 2-10d Ring Shank Nails 30.9 38.1 17.2 Air Double 1-10d Smooth or Screw 7.3 9.8 4.9 Eagle, Shank Nail Ponderosa, 2-10d Smooth or Screw 14.0 18.8 7.4 Golden Shank Nails Eagle, 1 #8 Screw 30.8 30.8 18.2 Ponderosa 2#8 Screw 51.7 51.7 24.4 Double 1-10d Smooth or Screw 24.3 24.3 24.2 Eagle Flat Shank Nail Field Clip) Tile 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 •'32.2 . . 0000 0000. Shank Nails Eave Clip) . . 2-10d Ring Shank Nails' 50.3 65.5 000;0. .48.3 1. Installation with a 4"tile headlap and fasteners are located a min. of 2'/2"from head0of tile.. 0 0000 . 0000. Table 6: Attachment Resistance Expressed as a Moment Mf{ft`ibe ••s •• 0000.. for Two Patty Adhesive Set Systems •• •• ••• •• Tile Profile Tile Application Atthch ' tancc0 % .0000. Bel Air, Bel Air Double Eagle, Ponderosa, Golden Adhesive' 000. 3a* 2 0 ;•• •� Eagle, Ponderosa Double Eagle Flat Tile • 1 See manufactures component approval for installation requirements. 2 The Dow Chemical Company TileBond Average weight per patty 13.9 grams. ICP Adhesives Polyset@ 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 Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden ICP Adhesives Polyset®AH-160 118.93 Eagle, Ponderosa Double Eagle Flat Tile ICP Adhesives Polyset®AH-160 40.44 3 Large paddy placement of 45 grams of Pol ProTm. 4 Medium paddy placement of 24 grams of Pol ProTm. Table 7: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Mortar Sets 43.9 Ponderosa Double Eagle Flat Tile 5 Tile-Tite Roof Tile Mortar. UKAMNOA No.:16-0314.06 o a Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 5 of 9 5. LABELING '. All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below),or following statement: "Miami-Dade County Product Control Approved". EAIiiLE FLORIDA (LOCATED ON UNDERSIDE OF TILE) • • 6666 6666.• OR ••.. ' 6.0.00 .... ...•.. EAGLE FL (LOCATED ON FRONTSIDE OF TILE) : ' • .••„• BEL AIR,BEL AIR DOUBLE EAGLE,PONDEROSA,GOLDEN EAGLE,PONDEROSA DOUBLE EAGLt' CONCRETE ROOF TILE LABEL,SUMTERVILLE PLANT 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by AHJ or applicable Building Code in order to properly evaluate the installation of this system. NOA No.:16-0314.06 �EExpiration Date: 10/05/21 Approval Date: 06/16/16 Page 6 of 9 PROFILE DRAWING of w4 m. BEL AIR • • •••••� •••••• • • . •••.•• • . •..••• •••••• • • • •. • •.. • • • 17 � r�yy 12% BEL AIR DOUBLE EAGLE NOA No.:16-0314.06 cnr Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 7 of 9 e� 17 PONDEROSA .• • 0000 • see00.00• 0000 0..000 • • •0000• . 0000 • • • • •••.•• .••• • 00000 0000•• . • 00000 • . 0000.• •• •• • 0000•0 0000•• • • • • • • • • 0000•• see 17 1 I PONDEROSA DOUBLE EAGLE NOA No.:16-0314.06 a �' ' Expiration Date: 10/05/21 ��I�� '' Approval Date: 06/16/16 Page 8 of 9 b 0000 . . 0000 0000.. GOLDEN EAGLE • • • • 0000.. 0000 0000.. END OF THIS ACCEPTANCE 0 0 0:0. 0 0000.. 0000 0000.. 0000 . 0000. 0000.. .. .. . 0000.. 0000.. 0000.. . 0000.. NOA No.:16-0314.06 Expiration Date: 10/05/21 �Ill�l� �'' ' Approval Date: 06/16/16 Page 9 of 9 MIAMMMIAMI-DADE COUNTY ® PRODUCT CONTROL SECTION MEW 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.eov/economy ICP Adhesives and Sealants,Inc. 12505 NW 441 Street Coral Springs,FL.33065 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•tpp•Fjbrida 4jiJ*4iJng Code*:• including the High Velocity Hurricane Zone of the Florida Building Code. 000000 000:00 0000 0000.. DESCRIPTION: ICP Adhesives Polyset®AH-160 •0000• :••••• 0000. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,eky, stat3 aVcrfollowira$... statement: "Miami-Dade County Product Control Approved",unless otherwise noted hereirC••:•; 0 . . 0 0 0000.. 000000 RENEWAL of this NOA shall be considered after a renewal application has been filed aid tlahe has been no cha4ge•00: in the applicable building code negatively affecting the performance of this product. .• ..•• 0 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 14-0805.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. 41�R NOA No.: 16-0315.01 rautNa►oe CounnY Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset'AH-160 as manufactured by ICP Adhesives and Sealants,Inc. 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 ICP Adhesives Polyset' AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Descrintion Specifications ICP Adhesives N/A TAS 101 Two component polyurethane foam adhesive Polyset'AH-160 ICP Adhesives Foam N/A Dispensing Equipment Dispenser RTF1000 **Goes ICP Adhesives ProPack' N/A Dispensing Equipment ••• sees••• •• • 30& 100 PRODUCTS MANUFACTURED BY OTHERS: ...... . . ..... Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current N( A4 Wh list' fifnent ...... resistance values with the use of ICP Adhesives Polyset'AH-160 roof tile adhesive. •••••• •' . . . . ...... MANUFACTURING LOCATION: :Goes: 1. Tomball,TX. s•• PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6lbs./ft.' Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 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 @1581F., 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.: 16-0315.01 MIAMI•DADE COUNTY Expiration Date: 05/10/17 Approval Date:04/07/16 Page 2 of 11 EVIDENCE SUBMITTED: Test A¢ency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/2.1(12 TAS 123 • . . 0000 0000.. •0 6 6666 Celotex Corp.Testing Services 528454-2-1 TAS 101 6:0 0 t@)'213/98 .... 528454-9-1 .0600. 528454-10-1 a 0.000 0000 0000.. 0000. 520109-1 TAS 101 000000 12/28/98 06 520109-2 ""'• .. .. . 0000.. 520109-3 0.00•. 0 520109-60 00.0.. 0000.. 520109-7 0 • 520191-1 TAS 101 ••• • 05fQ2/V9 520109-2-1 00 LIMITATIONS: 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset"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 ICP Adhesives Polyset®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.: 16-0315.01 MIAMI-DADE COUNTYM Expiration Date: 05/10/17 �tuuawqljApproval Date: 04/07/16 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset'AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH-160. 2. ICP Adhesives Polyset®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 ICP Adhesives Polyset®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. ICP Adhesives Polyset®AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the"A" component and the"B" component shall be maintained between 1.0-1.15 (A): 1.0(B). 6. ICP Adhesives Polyset®AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF 1000 or ICP Adhesives ProPack®30& 100 dispensing equipment only. 7. ICP Adhesives Polyset®AH-160 shall not be exposed permanently to sunlight. • • 0600• ••••aos 8. Tiles must be adhered in freshly applied adhesive.Tile must be set within 1 to 2 minute%ii it CCP Adhesives •••00• Polyset®AH-160 has been dispensed. fee-so s. • 9. ICP Adhesives Polyset®AH-160 placement and minimum patty weight shall be in accor.l'aWswith tbgjse:9 • 'Placement Details'herein. Each generic tile profile requires the specific placement noted'Rertin. 0 99 ...... :sea:* 00090 .. .. . ...... . . . . 999999 NOA No.: 16-0315.01 MIAMI•DADH CO�WjznmqflUNT1f Expiration Date: 05/10/17 Approval Date:04/07/16 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. incles at overlap Two-Piece Barrel(Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams per bead edge)20-25 sq. inches each bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan . . .... ...... LABELING: ��••� ••��•• •••�� All approved products listed herein shall be labeled and shall bear the imprint or identifiable mepking of the • + manufacturer's name or logo and following statement: "Miami-Dade County Product Contra]•AMVved".V trjjMiam%'•••: .... . + Dade County Product Control Seal as shown below. ++•+.• CMIAM .DADECOUNTY •• •• • •••••• BUILDING PERMIT REQUIREMENTS: • As required by the Building Official or applicable building code in order to properly evaluate the installationaithis system. NOA No.: 16-0315.01 MIAMI•DAD,COuNTY Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 5 of 11 ADHESIVE PLACEMENT DETAIL# 1 ftwvmars kmr l Flat/Low Profile Tile W1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown, -.. �h under the strengthening rib closest to the overlock of the tile being set. sig �-4� `�.•� '�� •. 2. Continue in same manner. Insure approximately 17 (109.7 cmZ)-23 (148.4 cmZ)square inch adhesive contact with the underside of the tile. to _ • moult Nall throaghAs*camew Medium Profile/ Double Pan Tile 1when rewired *00000 1. Starting at the eave courst,apply a mintthtdn 2" ••••;• (50.8 mm)x 10"(254 mmj K 1"(25.4 m$h►'•foam '. ...... . .. ...... g. paddy onto the underlayment�ositioned as shown under the pan portion of the tilp closes4 to the :09000 overlock of the tile beingUt. :0 0 0*0 Wind � _� � °� •....• • • •.i..� t Fa arty `ar � • • •.♦..• 2. Continue in same mannet4 n9ure approximately 1'76 (109.7 cm')—23 (148.4 cpP .%Vare inch!adhesive • contact with the undersid8 of th8 tile. ...... •i High Profile/Single Pan Tile 1. Starting at the eave course,apply a minimum 2" ., (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown 10*x 'r �M. under the pan portion of the tile closest to the Overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 Z _ Z (109.7 cm ) 23 (148.4 cm )square inch adhesive 0. � contact with the underside of the tile. eePd+Qla roi •. gin EMWdolme NOA No.: 16-0315.01 MsartsUewUjag�counsrir rpol Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 6 of 11 ADHESIVE PLACEMENT DETAIL#2 ka, N"Y(eW""*r4Wj Flat/Low Profile Tile Calm rssq °` Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the M •� strengthening rib of the tile closest to the overlock of 01k1'� the tile being set. Insure approximately 17(109.7 cm2) —23 (148.4 cm2)square inch adhesive contact with the faw underside of the tile. ' � a ' 5 n 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 overlock of the tile being set. 3. Continue in same manner. Insure appro dim ately 10" (64.5 cm2)- 12 (77.4 cm2)square inch ad�iesive cm').square 0000 0000.. contact with the underside'gft'he;ile. .... .• 000.0. 0000 000000 000000 Nailuhrahpbs lecomertt Medium Profile/Double Pan4iie hen"Wiredl 0000 0 00:000 1. Starting at the eave course,tppN a mir ".2"(50.8 aMAIMI ® t.�"- 4 ti I mm)x 10"(254 mm)x 1""�25� mm)foam paddy � � onto the underlayment povtiot►e, as shown finder tk1 pan portion of the tile closest to the ovVd&15f the the being set. Insure approk glMly 17(109.7.cm2) "'•: ab. g, 23 (148.4 cm2)square inch adhesive contact with the ., 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 `* underlayment positioned as shown under the pan Nuis 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 cm2)square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 16-0315.01 Mini-DADS COutwnr Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) haw ro�,lec� `'•.� �..,®.af�sp IaatE4Ttie3 High Profile/Single Pan Tile I eai a" � •-` 1. Starting at the eave course,apply a minimum 2"(50.8 4.. mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set.Insure approximately 17(109.7 cm2)— � '' 23 (148.4 cm2)square inch adhesive contact with the § � bn underside of the tile. 2. At the second course, apply a minimum 2"(50.8mm) Fascia x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the W#aph underlayment positioned as shown under the pan -fawdeswe portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approxiifitrely 17" . . (109.7 cm2)- 19(122.6 cm2 s Kase. a inch es.ive 0000.0 contact with the underside of the tile. :0 0 0 s• 000000 0000 666606 666666 0000 0000.. 0000.. 0000 . 0000. 6 66666. *see* . 0000.. 0000.. so . 6 . . 060600 0000.. 0 6 6 06060. 66 6 666 6 6 NOA No.: 16-0315.01 MIAMI•DADE ICOghMM Expiration Date: 05/10/17 l Approval Date: 04/07/16 Page 8 of 11 ADHESIVE PLACEMENT DETAIL#3 MlldmopfasficcerneM fartroetween tueQ aRnWl:eda 1. On the eave course only,apply a minimum 2" (50.8 ® ° mm)x 10" (254 mm)x V (25.4 mm)foam paddy onto the underlayment positioned as shown,under i a the strengthening rib for flat tile or under the pan V portion of the tile for low or high profile tile closest to the Overlock of the tile being set. Leave , j approximately 4 (101.6 mm)up from the eave singleWdy '` edge free of foam to prevent the expanded adhesive on 2x4h from blocking the weep holes. Insure approximately 17-23 inZ(109.7-148.4 cmZ)of • o adhesive contact with the underside of the tile 41 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 ProflioTile the second course line positioned foam paddy under the strengthening rib for flat tile,pr under the dMWO Plastic cement SkWe paddy undertHQ pan portion of the tile,closest to the undarl6ck for.••... (when reqube� NOY4 ntues) the second course tile to�b�installed. Inse�e •� approximately 8-9 in'(51!d X8!1 cmZ 40adhesive•••• • Battens m.) contact with the underside Ulfte tile. • onu,d � `' : , :"ry (Instructions continued on ng.1,4,goe) :••••• •••••• 000000 0 slvilkpam 214yan 0900 in : i0In. 2118. •• Eave Gesure EW"Course Fascia blefflum Paaf laTlle NOA No.: 16-0315.01 MIAMI-RADE COUNTY Expiration Date: 05/10/17 �Wjum• r Approval Date: 04/07/16 Page 9 of 11 ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) Na s 51noepaMymWerble (when n t 3. Also apply a 2" (50.8 mm)x 4" (101.6 mm)x 3/4" paMy4betwemdtasai (19 mm)paddy on top of the eave course tile BMers �ry[ca� r surface as shown, on top of the strengthening rib �.e + for flat tile or on top of the pan portion of the tile, o closest to the underlock of the first course of tile. Install second course of tile. Insure approximately :tin. , 9(58.1 cm2)- 11 (71 cm2)square inch adhesive ._ contact with the underside of the the at the overlap shvie 3s4kL ,�`m- and 7(45.2 cm2)-9(58.1 cm2)square inch papa . , adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. Eam"CGUM .aa WeWhak 10 2 ira, Ean dosare Drip edge High Pmfile Me •••• 900699 •• 6 ••99 • 099949 0090 9.96•0 •9••0• • • .... .0000- • . ...... .... . •0900 ...... . . ..... ...... 00000 • •••696 • ••6••• • 9 • • 9 6 •e•••• 600000 • • 9 99090- 09 NOA No.: 16-0315.01 MIAMWAD'COUNTY Expiration Date: 05/10/17 Approval Date:04/07/16 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1)Place enough adhesive to achieve 65 to 70sg.in. steep pitch applications 1. Starting at the eave course,apply a minimum 2" In contact with the pan tile. when required) (50.8 mm)x 10 (254 mm)x 1 (25.4 mm)foam 2)Turn covers upside down.Place adhesive In paddy onto the underlayment positioned as tot In.from outside edge of cover Me. shown under two adjacent pan tiles. Support eave Then Install the tile.Ensure 20 to 25 sq.In.contact area. ° tiles from rocking until adhesive has a chance to underlaMent a " cure. ° 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cmZ)—70 (451.6 cmZ) square inch adhesive contact with the underside c% Sheathing of the pan tile. Eave (mo:arshoMml 3. Turn covers upside down exposingtl)eunderside W"phole of the tile.Apply a rninimsim I"(Uo4 a,Ttm)x I W . a a. Fascia Board (254 mm)bead of ad1iesive;directly.c"*e inner • Remove top portion of the save course cover tile.abut to second course of edge of each side of the pier tiles f m%ve Goes:* pan tiles.Ensure eave end ofpan and cow tHesare Aushatsave One. approximately 3/4"('19'fihi)to 1"(25.4 mm) ' ' Two Piece Barrel-High Profile Tile from the outside edgethe tile, MwaA free 8f 000 foam to allow for exgjil�io00"�i. •• •• 00600 . ..e... 4. Turn cover tile over ages foam is applied and as place onto pan tile course. tnsurea minimum off..:. 20(129 cm')-25 (If 1.@Tl)sgiiareinch . contact area on each Ode of the cater tite to the • pan tile. Continue in same manner.Trill away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required,2"(50.8 mm)x 4"(101.6 mm)nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 16-0315.01 MIAMI-DARE COUNTY Expiration Date: 05/10/17 r Approval Date:04/07/16 Page 11 of 11 002411 Local Business Tax Receipt Miami—Dade County, State of Florida -THIS ISNOT ABILL-DO NOT PAY 5338987 1LBT11 �/ BUSINESS NA AS&OCATION RECEIPT NO. EXPIRES EXTREME ROOHNG INC RENEWAL SEPTEMBER 30, 2017 198W SW 180 AVE STE 363 5576435 Must be displayed at place of business MIAMI FL 33187 Pursuant to County Coda Chapter 8A-Art 9&10 CWMER SEC.'TYPE OF BUSINESS PAYMENT RECEIVED EXTREME ROORNG INC 196 SPECIALTY BUILDING CONTRACTOR BY TAX COLLECTOR C/O NAOMI F FUENTES PRESIDENT CCC1326021 Worker(s) 4 875.00 08/28/2016 CREDITCARD--16-049418 This Loam Business Tax Receipt only coafimis popumt ofthe Local BalHaess Tax The Receipt is not a i"tco e, permit or a certification of the holder's alifiaads",to do business,Heider mod comply with any governmental or no t regulatory taws acrd regniroments which applyto the business. The REL'EIPTRIth.above must be displayed an all commenclat vehicles-11111ami-Bade Code Sac IN--27& For wrote Inforrnodoo dim�iamideda gpdmaxrAUedcr DETACH HERE " RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CdCIM021 The ROOFING CONTRACTOR ` Named below IS CERTIFIED Under the provisions of Chapter 489 FS. , Expiration date: AUG 31,2018 ; UN FLEN i 4=S N7nVIYLI l"ELl EXTREME RC)OFING 1 6322"S,VV 13,, C, MIAMI 0/3 ISSUED: 08104/2016 DISPLAY AS REQUIRED BY LAW SEQ# L1608040001116 ACCO CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY) �% 12/09/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT NAME: Jaime D.Ordonez Eastern United Insurance IPA N u Ell: (305)752-2260 aC No): (305)752-2226 16782 N Kendall Drive ADDRESS: Jdo@euil.com INSURER(S) AFFORDING COVERAGE NAIC q Miami FL 33196 INSURERA: Western Heritage Ins Co. INSURED INSURER 8: PROGRESSIVE EXPRESS INSURANCE COMPAN 10193 EXTREME ROOFING INC INSURERC: 19800 SW 180 Ave Lot 363 INSURER D: INSURER E: Miami FL 33187 1 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER MM/DDY EFF FOLIC EXP LIMITS LTR X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE T"IEIT E—D CLAIMS-MADE FXI OCCUR PREMISES Ea occurrence) $ 50,000 MED EXP(Any one person) $ 1,000 A CCP595378 04/10/2017 04/10/2018 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY F—]JE7 LOC PRODUCTS-COMP/OPAGG $ 1,000,000 OTHER: $ AUTOMOBILE LIABILITY Ea OMBINED SINGLE LIMIT accident $ 100,000 ANY AUTO BODILY INJURY(Per person) $ 100,000 B ALL OWNED SCHEDULED 01950188-3 11/23/2016 11/23/2017 BODILY INJURY(Per accident) $ AUTOS X AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ N/A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Roofing Contractor CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Building Dept 10050 NE 2nd Ave' AUTHORIZED REPRESENTATIVE Miami Shores,FL 33138 - ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 12/20/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder Is an ADDITIONAL INSURED,the policy(fes)must have ADDITIONAL INSURED provisions or be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: PHONE A/C,No,E)d: 800 277-1620 X4800 FAX A/C,No: 27 797-0704 FrankCrum Insurance Agency,Inc. E-MAIL ADDRESS: 100 South Missouri Avenue INSURERS AFFORDING COVERAGE NAIC9 Clearwater,FL 33756 INSURER A: Frank Winston Crum Insurance Company 11600 INSURED INSURER B: INSURER C: FrankCrum UC/F Extreme Roofing,Inc. INSURER D: 100 South Missouri Avenue INSURER E: Clearwater FL 33756 INSURER F: COVERAGES CERTIFICATE NUMBER: 415228 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR INSRD VM (MM/DD/YYVY) (MMMD/YYYY) COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED CLAIMS-MADE OCCUR PREMISES Ee oaunence $ MED EXP(Any one Person) $ PERSONAL&ADV INJURY $ GEML AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY O PROJECT OLOC PRODUCTS-COMP/OP AGO $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Me accident ANY AUTO BODILY INJURY Per iswi $ OWNED AUTOS SCHEDULED ONLY AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ ONLY AUTOS ONLY Per,ccident UMBRELLA LIAB OCCUR EACH OCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION AND WC201600000 01/01/2017 01/01/2018 X PER STATUTE G H A EMPLOYERS LIABILITY Y/N ANY PROPRIETORMARTNER/E1:ECU11E OFFICERWEMBER EXCLUDED? Q N/A E.L.EACH ACCIDENT $1000000 (Mandatory In NH) If yea.describe under E.L.DISEASE-EA EMPLOYEE $1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 7 000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached H more apace Is required) Effective 08/01/2016,coverage is for 100%of the employees of FrankCrum leased to Extreme Roofing,Inc.(Client)for whom the client is reporting hours to FrankCrum.Coverage is not extended to statutory employees. Roofing Contractor CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE Miami Shores Village POLCY PROVISIONS. Building Dept. 10050 NE 2nd Ave AUTHORIZED REPRESENTATIVE Miami Shores,FL 33138 ©1988-2016 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD