Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
RF-15-2499
From:EARL W. JOHNSTON ROOFING 9549895666 01 /14/2016 16:19 #619 P.001 /001 Date CERTIFICATE OF LIABILITY INSURANCE 12/30/2015 Producer: Plymouth Insurance Agency This Certificate Is issued as a matter of information only and confers no 2739 U.S. Highway 19 N. rights upon the Certificate Holder- This Certificate does not amend,extend Holiday, FL 34691 or after the coverage afforded by the policies below. (727)938-5562 Insurers Affording Coverage NAIC# Insured. South East Personnel Leasing, Inc.&Subsidiaries insurer A. Lion Insurance Company 11075 2739 U.S. Highway 19 N. Insurer B: Holiday, FL 34691 Insurer c: Insurer D: Insurer E: Coverages The policies of insurance fisted below have been issued to the Insured na above r the policy p Indicated.Notwithstanding any requ remen4 farm or condition of any contract or other document with respect to which this cartIti:ate Trey be Issued or may pertain,the Insurance afforded by Cha policies described herein Is subject to all the terms,—`.ions,and conditions of such policies. Aggregate Umlts shown may have been reduced by paid claims. INSR ADDL Policy Effeotive Policy Expiration LTR INSRD Type of Insurance Policy Number Date Date Limits (MM/DD/YY) (MM/DD/YY) GENERAL LIABILITY Each Occurrence Commercial General Liability Damage to rented premises(EA Claims Made Occur occurrence) Med Exp General aggregate limit applies per: Personal Adv Injury Policy 11 Proj-d ❑ Loc Game]Aggregate Products•ComplOp Agg AUTOMOBILE LIABILITY combined Single Limit Any Auto (EA Accident) All Owned Autos Bodily Injury Scheduled Autos (Per Person) Hired Autos Bodily Injury Non-Owned Autos (PerAcddent) Properly Damage (Par Accident) EXCESs/UMBRELLA LIABILITY Each Occurrence Roccur ❑Claims Made Aggregate Deductible A Workers Compensation and WC 71949 01/01/2016 01/01/2017 X WC Statu- OTH- Employers'Liability I tory Limits I ER Any Pr0Prletor/Partn8r/executNe officer/member E.L.Each Accident $1.004,000 excludes NO If Yes,describe under special provisions below. E.L.Disease-Ea Employee $1,000.000 E.L.Disease-Policy Limits $1,000,000 Other Lion Insurance Company is A.M.Best Company rated A-(Excellent). AMB#12616 Descriptions of Operations/LocationwVehicles/Exclusions added by Endorsement/Special Provisions: Client ID: 36-66-176 Coverage only applies to acute employee(s)of South East Personnel Leasing,Inc.8c Subsidiaries that are leased to the following'alent Company, Earl W.7ohnston Roofing,Inc- Coverage naCoverage only applies to Injuries Incurred by South East Personnel Leasing,Inc&Subsidiaries active employee(s),while worldng In:Fl- Coverage LCoverage does not apply to statutory employee(s)or independent contractor(s)of the Client Company or any other entity. A list of the active employee(s)leased to the Client Company can be obtained by faxing a request to(727)937-2138 or by tailing(727)938-5562. Project Name: ROOFING EARL W.JOHNSTON LICENSE#CCCO57073 AS QUALIFIER/FAX 305-768.8972/ISSUE 05-05-14(TLD) CERTIflCATE HOLDER CANCELLATION Begin pats ;L]"/2012 VILLAGE OF MIAMI SHORES I Should any of the above described policies be cancelled before the expiration date thereof,the Issuing BUILDING DEPARTMENT Insurer will endeavor to mail 30 days written notice to the certificate holder named to the Isit,but failure to do so shall impose no obligation or liability of any kind upon the Insurer.Its agents or representatives. 10050 NE 2 AVE MIAMI SHORES, FL 33138 A Miami Shores Village Building Department 0CT X115 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 rel INSPECTION LINE PHONE NUMBER:(30S)762-4949 FBC 20 ILA BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I W3 NE 99 St 'met City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 3w(� ®1 C U 16 0 Is the Building Historically Designated:Yes o NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):MN hoe n Phone#:1 )# z_ 40 Address: , 14E QC-A City: Ml CA1�M r State: Zip: s'a Tenant/Lessee Name: Phone#: Email: tie X71 (� CONTRACTOR:Company Name: V - e_�®��� ��1�\ 1�� Phone#: 2��1-90 T] Address: Q72—t pe �Q city: ►_I��pl � State: F 1 Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 24.1L)(2 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration � ❑ New LTJ Repair/Replace ❑ Demolition Description of Work: 1 , I a ( 12e 1,oo f 77`e Specify color of color thru tile: VV�I ,f, f Submittal Fee$ �g" -6�) Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ C�v TOTAL FEE NOW DUE$ ° (Revised02/24/2014) �)jo I (�� 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 att ment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection whic ocdurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be appro ed#nd a reinspection fee will be charged. Signature Signature I' LWNER or AGENT CONTRACTOR The foregoing um it was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 1b ,by 20 day of 'W .20 I RD6WrpI'D who is personally known to !KI VV'J®11y1G ,who is personally known to ------------- me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: MA Sign: Print: _' a" iJoiary Public State of FloridaPrint: `"� c>far Public State of Florida c y O.'leo Seal: 4A »n EE 202823 Seal: EE 202323 q J.[, APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 2016 details - Business Tax Account EARL W JOHNSTON ROOFING LLC -TaxSys - ... Page 1 of 1 SAg Records,Taxes&Treasury Div.Home Search Reports Shopping Cart ATTENTION TAXPAYERS:Please be advised of the NON-REFUNDABLE processing feesforcredit and debit ( card transactions.Credit cards are charged 2.55%of the amount charged($2.00 minimum fee).Domestic Visa Consumer Check cards will be assessed a fee of$3.95 per transaction if you select'Debit Card'.Thank you. i 2015 Annual Tax Bills will be mailed prior to November 1,2015,and will also become available on this website November 1st for viewing,printing or online payment.Tax bills are mailed to the current mailing address of the property,as listed on the Property Appraiser website www.bcpa.net.We recommend that everyone verify their current mailing address listed for their property at www.bcpa.net—and immediately report any mailing address change by using the link at the bottom of your property record for reporting errors. .._.._._._.__.._.............._....._...._.._._..._ .............. - -.............._......_................................_ ____-._...._................................_.........................._........._......._..._...................._.............................................................................. i 2016 z . ft AMOUnt EARL W JOHNSTON ROOFING LLC Business Tax Account#3994 0 Account details Account history 201 2015 2014 2013 ,.. 1994 PAID PAID PAID PAID PAID Account number: 3994 Owner(s): E W JOHNSTON Business start date: 12/31/1986 5719 DEWEY ST Business address: EARL W JOHNSTON ROOFING HOLLYWOOD,FL 33023 LLC Mailing address: EARL W JOHNSTON ROOFING 5721 DEWEY ST LLC HOLLYWOOD,FL 33023 5721 DEWEY ST Physical business location: HOLLYWOOD HOLLYWOOD,FL 33023 Print account application (PDF) Print exemption application (PDF) Receipts And 0=patians Receipt 186413 PAID 2015-09-15$29.70 CONTRACTORS 10/01/2015-09/30/2016 Units: 10 Receipt#05A-14-00009143 ROOFING/SHEET METAL CONTRACTOR Additional documentation required:CCCO57073 State Certification OR Broward Cert.of Comp. (each year) https://www.broward.county-taxes.com/public/business tax/accounts/3994 10/1/2015 CFH 2015RO58716? OR BK ??773 Pss 405-406 (2P9s) IP-D THIS INSTRUMENT PREPARED BY: RDITNT Ira R.Shapiro 14ARVEY RUVIN- C-1 ER.11-",. OF 'OLIFZ 16375 N.E. 18th Avenue,Suite 225 -INI--DAREPCOUNTYy FLORIDA North Miami Beach,FL 33162 WARRANTY DEED THIS WARRANTY DEED,made this ,..day ofS�' 2015,by Maria Fernanda Carvallo,a single woman and Jose Antonio Olivera,a single man,hereinafter called grantors,to Roberto D.Stopello,a single man,hereinafter called grantee,whose post office address is 1098 NE 99'Street,Miami Shores,Florida 33138. WITNESSETH: That the grantors, for and in consideration of the sum of TEN DOLLARS ($10.00) and other valuable consideration,receipt whereof is hereby acknowledged,hereby grant,bargain,sell,alien,remise,release,convey and confirm unto the grantee,all that certain land situate in Miami-Dade County,Florida,viz: Folio#: 11-3205-018-0160 Lot 7,Block 179, Revised Plat of Tracts 178B,179A,179B,179C,and 180A and the North Y2 of 180C,of Revised Plat of Miami Shores Section 8,according to the Plat thereof;as recorded in Plat Book 31,at Page 41,and said revised Plat as recorded in Plat Book 43,at Page 69,of the Public Records of Miami-Dade County,Florida. Subject to the following: 1. Real estate taxes for the year 2015 and subsequent years,which are not yet due and payable. 2. Restrictions,limitations,covenants,dedications,prohibitions and otherrequirements imposed by governmental authority; restrictions and matters appearing on the plat or otherwise common to the subdivision and easements of record,without the intention of reimposing the same. 3. Zoning laws and other governmental regulations. TOGETHER with all the tenements,hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD,the same in fee simple forever. AND the grantors hereby covenant with said grantee that the grantors have good right and lawful authority to sell and convey said land, and that the grantors hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever,and that said land is free of all encumbrances,except real estate taxes accruing subsequent to December 31,2014. 0 OR BK 29773 PG 406 .AST PAGE Warranty Deed Page-2 IN WITNESS WHEREOF,the said grantors have hereunto set their hands and seals the day and year first above written. Signed,sealed and delivered in the presence of: Wimess Si afore((as to both) ®�� M ,6anda Carvallo R SHAPIR® faGTx (� Printed Name Street Address , City,State afid Zip Wimess Signature(as to oth FINNELL Jose Anto ' 1 11 Address dress f Printed Name City,State and Zip COUNTRY/STATE OF FLORIDA CITY/COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged,sworn to and subscribed before me by Maria Fernanda Carvallo and Jose Antonio Olivera,this_,,Z�day of_ f d• 2015. My Commission Expires: �— Notary Public/American Embassy IRA R.SHAPIRO IRA R SHAPIRO MY COMMISSION#FF 042476 Commission/Serial Number(if any) } r EXPIRES:Dooember 4,2017 �•c o�e�a� Gnntla9'f1up$uA491 N4t@iy Gbrvlees Personally Known OR Produced Identification Type of Identification Produced: Driver's License: or Other: -2- 0 RES Miami shores Village Boom Building Department 10050 N.E.2nd Avenue OR Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, A 33138 Re: Owner's Name: S n Property Address: l 0a 61 Roofing Permit Number: Dear Building Official: 1PbeA-b certify that I am not required to retrofit the roof to wall connections of my building because: XThe just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00. Please attach proof of ad valorem taxation. ❑The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions of 1994 edit' a South Florida Building Code(1994 SFBC) Signa ure Print Name State of Florida County of Dade The undersigned, being the first duly swom,deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of notary Public State of Florida a c My Cum; !on EE 202823 Notary Public, Sate of Florida at Large • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00,and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 OCT ® 1 2015 l ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Bulld/ng a 5th Edition(2014) High-Velocity Hurricane Zone Uniform Permit Application Form. 1 1 Section A(General Information) 1 Master Permit No. ----.._.._._._.—....._..- --- .._.-.....------------- __ -- d C 1 Process No. Contractor's Name Job Address iQ99 K.C-, frttt { � i ROOF CATEGORY 1 . O Lown Slope E3 Mechanically Fastened Tile � mortar/(6; a Set Tiles 1 O Asphaltic Shingles t] Metal Par►ellShingles O Wood-Shingles/Shakes 1 13 Prescriptive BUR-RAS 150 1 1 ROOF TYPE 1 • New roof O Repair E3 Maintenance Reroofing O Recovering1 ROOF SYSTEM INFORMATIONorf1 Low Slope Roof Area(SF) Steep Sloped Roof AREA(SSF) Total(SF) y Section B Goof Pian) C 1 Sketch Roof Plan:Illustrate all levels and dons,roof drains,steppers,overflow scuppers and overflow drains. Inclu sions of sections and levels,dearly llentHy dimensions of elevated pressure zones and location of parapets. 1 of • .... Ir • .. •• r if I I.- . 1 17 � 1 1 1 1 1 1 1 FLORIDA BUILDING CODE—BUILDING,Sth EDITION(2014) 15.37 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) A High-Velocity Hurricane Zone Uniform Permit Application Form 1 1 Section D(Steep Sloped Roof System) 1 . 1 Roof.System_Manufadurer. � 1 Notice of Acceptance Number. w " M?1�. D I 1 Minimum Design Wind pressures,If A Ihable(From RAS 127 or Calculations): 1 pi• °� 131: pi• 100 ° 1 1 1 Deck Type: 1 Type Underiayment: 35 1 'Roof 1ope: 12 1 Insulation: 1 1 Fire Barter: 1 1 Ridge V t aVon? Fastener Type&Spacing: kir j1 C A°f�c. iti nE Adhesive Type: • 1 9999.. Type Cap Sheep q D�' ��. •... . go ------ 1 9066:6 9999.. 1 :.699: Mean Roof Height: _ Roof Covering: C?S�c�t '- .••••. i • . 9999 9999. 666999 • • •669• Type&Sim DripT Edge: • • 1 •• 1 9999.. 069909 9 . . 6 • 1 9999.. 96 . . 696 6 9 • 9 • 1 1 i FLORIDA BUILDING CODE—BUILDING,8th EDITION(2014) 15.39 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES ® Florida Building Code 51th Edition(2014) 1 � 1 High-Velocity Hurricane Zone Uniform Permit Application Form. 1 1 1 Section.9(Tile Celcyletiong). .. .. --- 1 For Moment based tile systems,choose either Method 1 or 2.Compare the values for Mr with the values from MI,.If the M,values 1 are greater than or equal to the K values,for each area of the roof,then the file attachment method is acceptable. 1 ° Method 1 "Moment Based Tile Cal latlons Per RAS 127" ` / (P1 x _ ��3�1-Mg: =Mr, Product Approval M,-I / (P261'I xX• _ -1.!k-6J-Mg-V-01=M,a I Product Approval M, / (P3tml x>A a = (�-Mg: =MA Product Approval M, / Method 2"Simplified The Calculations Per Table Belptt 1 Required Moment of Resistance(Mr)From Table Below Product Approval M, 1 111Ar required Moment Reslstance• Mean Roof Height Roof Slope 15'120' 25' 30' 40' 1 1 2:12 34.4 36.5 382 39.7 42.2 1 322 34.4 36.0 37.4 38.8 1L 4.!2 30.4 32.2 33.8 35.1 37.3 1 5:12 28.4 30.1 31.6 32.8 34.9 1 6:12 26.4 28.0 29.4 30.5 32.4 1 7:12 1 24.4 25.9 27.1 28.2 30.0 1 `Must be used in conjunction with a list of moment based tie �ng/ systems endorsed by the Broward County Board of Rt� � Appeals ��••• 1 For Uplift based tile systems use Method 3.Compared the values for F with the values for Fr.If the F'values fire ireater twor •. / equal to the Fr values,for each area of the roof,than the the attachment method is acceptable. *00:00 •••• •••••• / 00.000 0000.. Method 3"Uplift Based Tile Calculations Per RAS 127" •0•• •••• • (P1: x L = x w:=_-)-W: x cos 9 =F„ Product Approval F' 0900 0.0 0 0.0 0• (132: xL = xw:=_j-W: xcos8 ='F,1 Product Approval F •00.00 0.0 0 0 . ••••• 1 (P3: x L x w:_ -W: x cos 9 =F,3 Product Approval F •• •• •••••• 1 0000.. • 0 0 0000.. 1 Where to Obtain Information •••••• 1 �esarlNption Symbol Where to AMU& ... :••'• 1 Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analyal9•pres / pared by PE based on ASCE 7 1 Mean Roof Height H Job Site / Roof Slope a Job Site / Aerodynamic Multiplier Product Approval / Restoring Moment due to Gravity Mg Product Approval 1 Attachment Resistance M, Product Approval / Required Moment Resistance Mg Calculated / Minimum Attachment Resistance F' Product Approval / Required Uplift Resistance Fr Calculated / Average Tile Weight W Product Approval / The Dimensions L =length •W=width Product Approval / Ail calculations must be submitted to the building official at the time of permit applicemon. J 1 - 15.40 FLORIDA BUILDING CODE-BUILDING,6th®MON(2014) SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to this section,it is the responsibility of the roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of this 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 and the contractor.The owner's initial in the adjacent box indicates that the item has been explained. 2� 1.Aesthetics-Workmanship:The workmanship provisions of Section R4402 are for the purpose of oing that the roofing system meets the wind resistance and water intrusion performance standards.Aesthetics (appearance)are not a consideration with respect to workmanship provisions.Aesthetic issues such as color or architectural appearance,that are not part of a zoning code,should be addressed as part of the agreement between the owner and the contractor. 2.Renailing Wood Decks:When replacing roofing,the existing wood roof deck may have to be r ailed in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior to removing the existing roof system.) 3. Common Roofs: Common roofs are those which have no visible delineation between n ig boring units (i.e. townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. avieExposed Ceilings:Exposed,open beam ceilings are where the underside of the roof decking cwed from below.The owner may wish to maintain the architectural appearance,therefore, roofing nail penetrations of the underside of the decking may not be acceptable.This provides the option of maintaining this appearance. Ai 5. Ponding Water:The current roof system and/or deck of the building may not drain well and ay ause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected; ;••• •••••• .. 0000 6. Overflow scuppers (wall outlets): It is required that rainwater flow off'C" at the rd4f isifot 0000:. 10 �a�ded from a build up of water. Perimeter/edge walls or other roof extensions mays lal"this discharge •••• if overflow scuppers (wall outlets) are not provided. It may be necessary to install ovopflow scuppers in • accordance with the requirements of Sections R4402,R4403 and R4413. •••• 0966 ••••• 00.00. . % 0000. 7. Ventilation: Most roof structures should have some ability to vent naturAl'ai"ow thr8ugh the 0000.. �eiioC'r of the structural assembly (the building itself). The existing amount of attic veritlafion shall not be •• reduced. It may be beneficial to consider additional venting which can result in extending the servipwItfee•of *sees: the roof. 0 •••••• . . Exception:Attic paces,designed by a Florida licensed engineer or registered architect to eliminate the attic venting,ventin all not be required. Own s/ nt's Signature Date Contrac or's Signature Property t dress Permit Number MIAMbM MIAMI-DADS COUNTY,FLORIDA MEMO-DADE FLAOLF,R BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FI.AGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375.290I FAX(303)375-2908 NOTICE OF ACCEPTANCE(NOA) Entegra Roof Tile,Inc. 1289 NE 9a'Ave Okeechobee,FL.34972 I SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County)and/or the AHJ tin 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 revolve,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,If it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:Plantation Roof Tile LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and...:. following statement:"Miami-Dade County Product Control Approved",unless otherwise nodd herein ' ••• . . 'WRENEAL of this NOA shall be considered after a renewal application has been filed and th.a.a has beeh..no...• ....e0 . change in the applicable building code negatively affecting the performance of this product. ..•:.• 0 0 . TERMINATION of this NOA will occur after the expiration date or if there has been a revia'ori oA change*i00 0& 66:60• materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorpsg�e�of wW ••;••• product,for sales,advertising or any other purposes shall automatically terminate this NOA.Fe wtd to co$:D13•• ...... with any section ofthis NOA shall be cause for termination and removal of NOA. ...... 0 .' ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,FloAda,artd fo118wW.-hy •"•" the expiration date may be displayed in advertising literature. If any portion of the NOA is dylayed,then it shall •••• be done in its entirety. ••• • INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors • and shall be available for inspection at the job site at the request of the Building Official. This revises NOA No. 10-0804.15 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigers. NOA No.: 10-1202.01 Expiration Daft:12/08/15 Approval Date: 12/30/10 Page I of 5 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1.SCOPE: This renews a roofing system using Entegra"Plantation" concrete roof tile, as manufactured for Entegra Roof Tile, Inc. in Okeechobee, FL as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2.PRODUCT DESCRIPTION: Manufadared by Test Product ApAcim Dimensions S_ pecifications Descrintion Plantation Tile Length: 1G/:" Flat concrete rooftile for direct deck or Width: 13" TAS 112 batten nail-on. Trim Pieces Length:varies Accessory trim,concrete roof pieces for Width:varies TAS 112 use at hips,rakes ridges and valley Thickness:varies terminations 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications,a static field uplift test in accordance with; ;• TAS 106 may required,refer to applicable building code. .•• ••••;• 3.3 Applicant shall retain the services of a Miami-Dade County Certified LabcHto6 to •""• '. .. .. 0000.. perform quarterly test in accordance with TAS 112,appendix`A'.Such te;tj9rj Shall be! 0000 submitted to the Building Code Compliance Office for review. :9009: 3.4 Minimum underlayment shall be in compliance with the applicable RoofiS►g,..• 60400. 96:608 Applications Standards listed section 4.1 herein. .09000 0 . ..:. 3.5 30/90 hot mopped underlayment applications may be Installed perpendicular to The rovf6 • •••••• slope unless stated otherwise by the underlaymat material manufacturerg plethfhed • literature. • • • • 6049:6 0000.. 3.6 This acceptance is for wood deck applications. Minimum deck requiremintsefiall be in ..004. compliance with applicable building code. ' 4.INSTALLATION: 4.1 Entegm Roof Tile,Inc.'s Plantation Flat Tile and its components shall be installed in strict compliance with.Roofing Application Standard RAS 118,119,&120 4.2 Data For Attachment Calculations NOA No:10-1202.01 Expiration Date: 12/06/15 Approval Date: 12/30110 Page 2 of 5 Table 1: Average Weight(W)and Dimensions(I x w) Tile Profile Weight-W(ibf) Length-i(ft) Width-w(ft) Plantation Tile 1 11.8 1.375 1.06 Table 2: Aerodynamic Multi lieft3 Tile -X(0) 1(ft3) Profile Batten Application Direct Deck Application Plantation Tile 0.267 0.289 Table 3: Restoring Moments due to Gravity-M (ft-lbf) Profile 2"' 12" 3": 12" 4": 12" 5": 12" gff; 1z�� Greater than 7": 12" Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Deck Deck Deck Deck Deck Deck Plantation 7.22 7.91 6.85 7.79 B.75 7.67 6.61 7.52 6.44 7.32 6.26 7.04 Tile Table 4: Attachment Resistance Expressed as a Moment-Mr(ft-lbf) For Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (Min 15132" (Min. 1913291 plywood) plywood) Plantation Tile 2-10d PJqg Shank Nails 30.9 38.1 17.2 . 1-10d Smooth or Screw 7.3 9.8 . 4.9 . .•� ...... Shank Nall • 2-10d Smooth or Screw 14.0 18.8 7.4 • . .... .. . ...... Shank Nails 0000 • 1 #8 Screw 30.8 30.8 •18.2 ...... 2#8 Screw 51.7 51.7 4.4so •+ • 1-1 Od Smooth or Screw 24.3 24.3 ••..• Shank Nail Field Clip) •.•24.2 ••• •• • e ••.• • • Y.••i. 1-1 Od Smooth or Screw 19.0 19.0 Z2.1 Shank Nail Eave Clip) ••• •• 2-1 Od Smooth or Screw 35.5 35.5 4 • 94.8 .. ;•; • Shank Nails Field Cli •• • 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip) A 2-10d Ring Shank 50.3 65.5 48.3 Nails 1 Installation with a 40 GIs headlap and fasteners are looted a minimum of 2W from the head of go. NOA No.: 10-1202.01 n�B Expiratlon Date: MOMS Approval Date: 12/30/10 Page 3 of 5 Table 5: Attachment Resistance Expressed as a Moment Mr(ft-ibf) For TWo Pa Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Plantation Tile Adhesive 31.3 2 See manufactures oomponent approval for installation requirements. 3 Flexible Products Company TiieBond Average weights per patty 13.9 grams. Polyfoarn ProductInc.Average weight per patty 8 grems. Table 6: Attachment Resistance Expressed as a Moment-Mr(ft-lbf) For Sin le A Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Po Prom 118.9 Plantation Tile Po Prow 40.4 4 Lame Paddy Placement of 48 grams of PolyPro7m. 5 Medium Paddy placement of 24 grams of Pot row. Table 7: Attachment Resistance Expressed as a Moment-Mf(ft-Ibf) for Mortar Set Systems Tile Profile1 7 Tile Application Attachment Resistance See emelfic mortar manufacturer's Notice of Acceptance. 5. LABELING 5.1 All tiles shall bear.the imprint or identifiable marking of the manufacturer's name or 19go as seen below or following statement: "Miami-Dade County Product Control Approved*..,•••• ,.,,, 5.2 Entegra Roof Tile, Inc.'s Plantation Roof Tile bears the following marklaga? VSA "T:.. USA,"E",Entegra"E",where the E is a stylized logo. ...... ....:. 6. BUILDING PERMIT REQUIREMENTS •••• •••• • 6.1 Application for building permit shall be accompanied by copies of the follo�vyi •0000 • 6.1.1 This Notice of Acceptance. 00 •••••• 6.1.2 Any other documents required by the Building Official or applicabl%Buikling •••.' Code in order to properly evaluate the installation of this system. : . ' ....:. 7. MANUFACTURING LOCATIONS "' ' 7.1 Okeechobee,FL NOA No.;10-1202.01 Expiration Date: 12/08/15 e Approval Date: 12/30/10 Page 4 of 5 PROFILE DRAWING PLANTATION FLAT CONCRETE TILE •000.0 • . 0 0906•6 .. . •009 • • 0 ...... .... ...... END OF THIS ACCEPTANCE •••:09 .0000• .... .... . . 0 . • 9 ...... .000: . • . ...••. ....• •69.6• • •••6•• • • • •9000• 00 0 NOA No:: 10-12OL01 Expiration Date:12M/15 IAI Approval Date: 12/30/10 Page 5 of 5 MIAMI DADS COUNTY DEPARTMENT OF PERhfl7Ma9 ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) PROD 8Cr CONTRO 8 BOA26 Streit RD AND CODE ADMINISTRATION DIVISION 0S SWRoom 20 ,P1orlda 33175 2474 NOTICE OF ACCEPTANCE OA T(786)3152590 F(786)313 2399 l 3M Company .�lamidadt.92Company 3M Center Building 0220-05-E-06 St.Paul,MN 551441000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid ager the expiration date stated below. The Miami Dade County Product Control Section (In Miami Dade County) and/or the AHJ(m area other than Miami Dade County)reserve the right to have this product or material bested for quality assurance purposes. If this product or material falls to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance,if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requimments of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:3M=2-Component Foam Roof Tile Adhesive AR-160 LABELING:Each unit shall bar a permanent label with the manufacturer's name or logo,city,state and following statement:"Miami Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been np chaag ••• ••••• In the applicable building code negatively affecting the performance of this product. .. . .... TERIMATION of this NOA will occur after the expiration date or if there has been a revision or chee �the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of Vy jnduct,fir... ;•••• sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with ap;►.sv Wou 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 Allowed by the . ••�.' expiration date may be displayed in adverdsing literature. If any portion of the NOA is displayed,thea it sW be done ••••:. in its entirety. ...... INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and '••'• • shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA# 11-0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigers NOA No.:M0228.18 Expiratlon Date:05/10/17 Approval Dates OBAO/12 Page 1 of 7 ROOMG COMPONENT APPRovAL: Category: Roofing Sub Category: Roofttle adhesive Materials: Polyurethane SCOPE: This approves"4012-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance.For the looWom where the design pressure requirements,as determined by applicable building code,does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127,for use with approved$8t,low,and high profile roof tiles system using 2-Component Foam Roof Tile Adhesive AH-160.Where the attachment calculations are done as a moment based system for single patty placement,and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: nct ensio Test Prodact Descrloti n SnecWcaBog_s 3MTM 2-Component Foam . N/A TAS 101 TWO component 1 Roof Tile Adhesive AHPo yarethane foam adhesive 160 Foam Dispenser RTF1000 N/A Dispensing Equipment ProPacW 30 tit 100 N/A Dispensing pe mg EQuipmeat PRODUCTS MANUFACTURED By OTHERS: Any Miami Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2-Component Foam Roof Tile Adhesive AH.,60 roof tile adhesive. MANUFACTURING LOCATION: •••"' .. .... 1. Tomball,TX. • ...... .... ...... PHYSICAL PROPERTIES: •••••• .... .... . . a�eriyTest .... .... ..... esnits • ...... . . ..... why ASTM D 1622 1.6 lbsifL, •••••• .. .. . ...... 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 008 Lbs/Ftz •••••• . ... 0*0 Moisture vapor Transmission ASTM E 96 3.1 Perm/Inch • Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40°F.,2 weelo: +6,0%Volume Change @I58•F,,100%Humidity,2 VMeks Closed Cell Content ASTM D 2856 86% NOA No.:12-0228.18 Expiration Date:05/10/17 Approval Date:05/10/12 Page 2 of 7 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal mandactu ing alu variation. EVIDENCE SUBIVIITTED: TestAge�cv TatIdentitler Test_Name/Renort Center for lied Date APP Engineering #94-060 TAS 101 04/08/94 257818-1PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02195 25-7492 SSTD 11-93 12/12/95 B-589-631 ASTM D Miles Laboratories N 1623 Polymers Division 02/01/94 Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research7nstitute 01-6743-0I1 ASTME 108 11/16/94 O1-6739-062b[l) ASTM E 84 01/16/95 Trwv Ensinewing 7050.02.96-1 TAS 114 03/14/96 Celotex Corp.Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LD=ATIONS: •• •••• • .. . see* L Fire classification is not part of this acceptance.Refer to the prepared Roof Tile Assembly for •••• •••••• 2. 3MTm 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low,&high titeprpfdes....... :0 0 0• 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. •••• 0000 ••••• 4. Roof Tile manufactures po •••••• •• ••' �g acceptance for the use of 3MTM 2-Component Foam Roof Tile Adhesive AH±""' 0 0.0 0. 160 roof file adhesive with their the assemblies shall teat in accordance with TAS 101. S. Roof Tile manufachres acquiring acceptance for the use of HAND,-STICK roof tale adhesive with their dile :...:. """ assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. • . . ..... F . . • - w .. . F'— 2MS NOA No.:12,0229,19 Expiration Date:05/10/17 Approval Date:05/le/12 Page 3 of 7 INSTALLATION: 1. 3MTm 2-Component Foam Roof Tile Adhesive AH 160 may be used with any roof the assembly having a current NOA that Bat$uplift resistance values with the use of 3MTm 2-Component Foam Roof Tile Adhesive AH-160. 2. 3MTm 2-Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The rooftile assembly's adhesive attachment with the use of 3MM 2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient attachment resistance,expressed as an uplift based system,to meet or exceed the uplift resistance determined in compliance with Miami Dade County Roofing Application Standards RAS 127. The adhesive attachment noted in the roof tile assembly NOA. data Is 3. 3MTm 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. h1stallation must be by a Factory Trained'Quati$ed Applicator,approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. S. Calibration ofthe Foran Dispenser RTF1000 dispensing equipment is required before The mire ratio between the"A"component and the"B" adhes component shall be maintained bee�eno 1.0-1.15 15(n of i p. (B). Tho dispense timer shall be set to deliver 0.0175 to 0.15 pounds per file as determined at calibration. No other settings shall be approved. 6. 3M=2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF1000 or PraPackV 30 dt 100 dispensing equipment only. 7. 3Mmm 2-Component Foam Roof Tile Adhesive AH-1 60 shall not be exposed permanently to sunlight. S. Tiles must be adhered in S+eshly applied adhesive.Tile must be set within 2 to 3 minutes after 3Mrm 2. Component Foam Roof Tile Adhesive AH-1 60 has been dispensed. 9. 3MTm 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in accordance with the placement Details'herein. Each generic tile profile requires the specific placement noted herein. .000.0 Table 1:Adhesive Placement For Rach Generic Tile profile .. 0000 Tile Profile Placement Detail Single Paddy Weight0 Two Paddy aper 000 0000.. Mn.(grams) paddy Me M%Ms) 0 . .0000. LF1Low Hi Profiles #1 35 0 0 0 0 • High Profile 2 Piece Barrel #1 17/side on cap and 34 "" ""' Fk4Low Profiles #2 N/A..... 00:00' 24 N/A.'.. .099. 0 Fl Low Profiles #3 li 0000.. � �. . . . 0 0 00000 0 0000.. . . .0000. .. ... so 0 MOA No.:12-0228.18 Expiration Date:05/10/17 Approval Date:05/10/12 Pogo 4 of 7 LABELING: All 3MTm 2-Component Foam Roof Tile Adhesive AH-160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUMEmmm: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY M� :+�pa�alt ►+�1fne! ��+:�eeoernen! I • 1 10k FeeeOaeer � Foote f�N lOet4 F" =Woo* 1pAeelMeee111�2 Wo" EM Eeodean r►Qsan i�yom� �xenl Drtv� ttebtAeaa�vWl6enMnt ►eehi �e) 1►PleraeeapyAp�eeiwktdilwetltai3 . . ;Elw� 1� ••• •••*00 0000•• • •0000• ••• • % • •x'` •••• •••e •• 0000••0 • • ••lh pP tap ••••• 0 0 MM�eMles Feah see ;b, • �haad� •••••• IWOMWIL 00A6dMeeoeeda�weal ••• • /�mdtMae►Bnneend el ��Iheelf 9MMdeer•tee on MdwMrhevhde Fft* MOWIM NOA No-*U4228.18 Expiration Date:OS/10/17 Approval Date:05/UM Page 5 of 7 AD.MSM PLACEMENT DETAIL 2 SINGLE PATTY COAD P+dd7Rmalh7lt�) plane eimant Pid0wrailh tu) 1 n ` 1 7�rt.�•e k P� FJiI�OYIN liNli(Wlry EKY an" �nt10}Imfphineeate•IM � �) u 77IL • • • ••+••• •••• .100*0 00 09•••• • • 00 • • • • • • •••••• 00 a •• • NOA No.:12-0228.18 Expiration Date:05/10/17 Approval Date:05/10112 Page 6 of 7 ADHEME PLACEMENT DETAIL 3 DOUBLE PATTY MeQ 6aooyh pbado�alsiR per ItN dnaueh pbistle oane+rt shalt paddy wider toe t6elween dle) p Undo q=ld sflrgle paddy between ft (under so) ( SW xIM z3h�. under .'.4, .x3Irk 4 bb w ►,peddym �bt. 4in. Zht. peddyon . tmda IMnutt B oeint an top of es Fb In.Xflh mob on top of We medium � fasdti pt oiw Com Eewe dome FIeA ftw* &do coma t p y un erlQe ply beNreon tlfe 31LX31L 41 •0660• • • •Sb*PR* 00..00 •• • Ya0• • 2 00.0.0 0000 00000• • •.000• o • Y0eos•0•. ••0• a000a •• Oslo 'mOwn e •0000 on top of Q •.Ga•O • • ..0ss• 4ln171% d<um . • •0000• 000000 8trt Cant Fase� t °dy 0 . 0 :09:0: • 0 • . 000.0• • 0.,00.0 e • • •000.• G . 0 END OF TMS •... G G G a NOA NOJ 12-022LIS Expiration Datet 06/10/17 ' Approval Date-06/10/12 Page 7 of 7 ACB2 Engineering Inc. Testing & Engineering Services Certificate of Authorization 8131 P.O. Boz 823612 Pembroke Pines, Florida 33082 Tel: 954-245-8976 Fax: 954-301-7776 To: Miami Shores Village December, 14,2015 Building Department Re: Slope Roof work after the Fact Inspection For Residence located at 1098 NE 9911 Street„ Miami Shores,FL Contractor: Earl W Johnston Roofing Permit No: RF-10-15-2499 Dear Building Official: This letter is to advise the Building Department that we have performed an after the fact inspection for the slope roof work areas(pitch roof)of the above referenced property. Specifically, we have performed a limited exploratory inspection of the 30#base sheet fastened in to the wood deck with 1 %4 r.s. nails and tin caps 6"o/c @ laps&2 rows @ 12 "o/c in the field of the sheet. Based on our site visit and field observations, we can certify that the referenced work has been performed in substantial conformance with the permit and Florida Building Code 2014. Cordially, ACB2 Engi Inc. Antonio ce o P.E. P.E. # 6 66 ��012,q� ACB2, Engineering Inc. Testing & Engineering Services Certification of Authorization#8131 Roof'rile Uplift Test Report Tel: 954-245.8976; Fax: 954.301.7776 5230 NE 18 Avenue Fort Lauderdale, FL 33334 Attention: Miami Shores Village, Building Division, 10050 NE 2nd Avenue, Miami Shores, FL 33138 Client: Earl W Johnston Roofing Test Date: 01/07/2016 Pef#RF-10-:15-24799 Property Address: 1098 NE 99 Street,Miami Shores, FI Roof Pitch: Type of Tile: Roof Area: 2 in 12 Entegra Roof Tile 30.00 squares Tile Attachment Method: Two Component Polyurethane Foam Adhesive-Poly Pro H 160 Field Instrument : IMADA Force Gauge 0-100 Serial number:243454 Test Location Total Number of Tests Field Uplift Pull Test Test results Perimeter Area: 12.00 sq 12 As per FBC 2014 Passed Field Area: 18.00 sq 18 As per FBC 2014 Passed No. of Corner: 9 9 As per FBC 2014 Passed Ridge Areas: 160 pcs. 14 As per FBC 2014 Passed Important: These laboratory results can change due to future weather impacts and/or unavoidable roof traffic.Therefore,this report represents the TAS 106 results at the time of the test. Please see attached a Roof Sketch for this project. Cordially AC62 gi Bering Inc. (NOA 09-1005.01) t ni c6vedo, PE Fla. o: 36466 aq ACB2 Engineering Inc. Engineering and Laboratory Services 5230 NE 18"Avenue Fort Lauderdale, Florida 33334 Phone: (954) 245-8976 Fax: (954) 301-7776 T � • . 7 i � I \ / r I r !e ' • i " Miami Shores Village Building Department Iry , ��� i Shores,Florida 33138 J V I 5Tje (3 595fil.J a :(305)756-8972IN' BER:(305)762-4449 _ — FBC 20 EBUILD NU Master Permit No.) -/0-1�;7-2YYy PERMIT APPLICATION Sub Permit No. v'EV I( --zzq ❑BUILDING ❑ ELECTRIC M ROOFING Ix REVISION ❑EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [—]PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: io7g hie, 22 S City: Miami Shores County Miami Dade Zio• Folio/Parcel#: A�%6/�` ®/6 0 Is the Building Historically Designated:Yes NO Occupancy Type: �J` Load: Construction Type:Zz Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):®,C��l�7I! �5���/!® Phone#: 746"V'?— Address: l®�� /LIZ jy City: l_i,4,"6 t S�/©/Z�r7 State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Earl W. Johnston Roofing, Inc. Phone#: 954989-7794 Address: 5721 Dewey Street City; Hollywoodstate: FL Zip; 33023 Qualifier Name: Earl W. Johnston Phone#• 954_989_7794 State Certification or Registration#: CCCO57073 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: 70 6�z Type of Work: ❑ Addition ❑ AAllteration / ❑ New Repair/Replace ❑ Demolition Description of Work: 70 �� �laP-T le®Dr (-4 I Specify color of color thru We: �q Submittal Fee$ Permit Fee$j CCF$ CO/CC$ Y� Scanning Fee$ Radon Fee$ 0-� DBPR$ ` •Cp's Notary$ Technology Fee$ 'e� Training/Education Fee$ ar Double Fee$ Structural Reviews$ Bond$ 6� TOTAL FEE NOW DUE$ I (Rer1sed02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as Indicated. I certify that no work or installation has commenced prior to the Issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this Jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the Issuance of a building permit with an estimated value exceeding$25oo, 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 d a reinspection fee will be charged. Signature signatur.-e-41 1 nPA O N rAGENT ONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 11 day of 20 f u .by 2(.k*- day of c 1041 t ,20 IV .by Aedlere . 4)-Arilo ,who is personally known to Earl W. Johnston ,who is personally known to me or who has produ as me or who has produced as Identification and who did take an oath, identification NOTARY PUBLIC: NOTARY PUBLI� 040"Pai Notary Public State of Florida At �, _ M1Rpr N f:Ccn 0 x y ^pqT My,' nnn,>s q:FE 202823 x es 06122/2016 Sign:mr�lk rAawa Sign: Print: Print: Seals . y Pva r ry Public sate of Florida Seal: PAeg A Romeo My commission EE 202823 ,r r�� Expires 06/2212016 G APPROVED BY Plans Examiner Zoning Structural Review Clerk (Rev1sed02/24/2034) v I i 6 _ h G, I Ing Inc. s, e' & e ii ig Services .4 s 5T 9uy,j ertilica e o it or6tion 8131 P.O. Boz 823612 lRomh Pines, FWida 330-92 City of Miami Shores, Building Department January,25,2016 Re: Roof work after the fact inspection For Residence located at 1098 NE 99 Street, Miami Shores,FL Permit/Contractor: Permit#RF-15-2499/Earl W Johnston Dear Building Official: This letter is to advise the Building Department that we have performed an after the fact inspection(base of the pictures taken by the roofing contractor during the roof work)for the low slope roof work areas(flat roof)of the above referenced property. Specifically, we have performed an limited exploratory after the fact inspection of the base sheet installation with r.s. nails and tin caps 9"o.c. at the lap two rows 9"o.c. in the center of the sheet in field. In the perimeter and corner 6"o.c. at the lap with four rows at 6" o.c.in the center of the sheet. Two ply IV uniformly mopped over the base sheet and the final layer of cap sheet hot mopped over the fiber glass layers. The drip edge found to be 3"x 3"galv. metal sheet fastened to deck with 1 '/4 R.S nails @ 4"o/c. Based on our review we can certify that the referenced work has been performed in substantial conformance with the Permit and 2014 FBC. Cordially, ACB2 Engineering Inc. "'_ _a--(6 --ZZ Y .00i Antonio ev do P.E. •• f- _ i P. . # 3 Soo 6 9:0 . ... --- /lilt ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• QEV I (o -22,V _ ROOF ASSEMs'� � F "S 2 p 2095 Florida Building Code 5th Edition 2014 `'` ' ' r )ty Hurricane Zone Uniform Permit Application F � 1 Section A(General Information) i Master Permit No. Process No. 1 1 Contractor's Name kaV( cJ Tc,ffVJ1orJ t&A Job Address_f®9 A)4 1 ; ROOF CATEGORY 1G Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhe ivc Set Tiles \C� `F r ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shing as/3hAkjs ❑ Prescriptive BUR-RAS 150 LJ ROOF TYPE ❑ New roof ❑ Repair ❑ Maintenance ❑ Reroofing © Re vera ROOF SYSTEM INFORMATION Low Slope Roof Area(SF) 7 L9 Steep Sloped Roof AREA(SSF Total(SF) 70 G � pJ Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains,scuppers,overflow scuppers and overtlovy drain In'd de di e�- sions of sections and levels,clearly identify dimensions of elevated pressure zones and location of pa pe S. i 14 Fi• .y 1 1 � • � Q;D D i N . 1 . 1 1 i0JF1 1 ... . . .. 1 Si ism . . FLORIDA BULDM CODE-BUILDINGS 5th EDM 1N(#I!) : :.Re n..' ' III��Af��1:��1�111t1��11111u1R111�►`i�l� " mow' ter'f`` t"``u�ariia tcr�rrtvYU);accessed bypiezer Palacio on Jun 8,2015 10:32:12 AM pursuant to License Agreement.No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) 1 High-Velocity Hurricane Zone Uniform Permit Application Form. 1 1 1 Section C(Low Slope Application) Top Ply Fastener/Bonding Material: 1 Fill in specific roof assembly components and identify Jih9'.40�1r 1 1 manufacturer Surfacing: rud 1 1 (If a component is not used,identify as"NA") Fastener Spacing for Anchor/Base Sheet Attachment: 1 1 System Manufacturer: C4/e 1 1 Field:—L"oc @Lap,#Rows @ --Z-oc 1 1Perimeter: "oc a " 1 1 Product Approval No.: �3"' /D� ./� e° Lap,#Rows�@ oc 1 1 Design Wind Pressures,From RAS 128 or Calculations: Comer: oc @Lap,#Rows @ oc 1 P1: `��t O P2:7/ l pg: /o� Number of Fasteners Per Insulation Board: 1 1 1 1 Max.Design Pressure,from the specific product Field Perimeter AW Comer 1 approval system Illustrate Components Noted and Details as Applicable: 1 1 Woodblocking, Gutter, Edge Termination,Stripping, 1 Deck: g, Flashing, 1 Continuous Cleat,Cant Strip,Base Flashing,Counterflashing, 1 1 Type: t JVOO Coping, Etc. 1 Indicate: Mean Roof Height, Parapet Height, Height of Base 1 Gauge/Thickness: ;174 Indicate: Component Material, Material Thickness, Fastener 1 1 Slope: Type, Fastener Spacing or Submit Manufacturers Details that 1 1 Comply with RAS 111 and Chapter 16. 1 1 Anchor/Base Sheet&No.of Ply(s): 1 g 'Aly P.4" 1 Ancho ase Sheet Fastener/Bonding Material: � /�'/�/ 1 1 Af/A FT. ® 1 1 Insulation Base yer: e 1 1 Parapet 1 1 Base Insulation Size d Thickness: Height 1 1 1 1 Base Insulation Fastener n ' g Material: .,� 1 1 lv � 1 1 Top IXFastener/Bonding FT. 1 1 �JvoJ 1 Top Iickness: F 30�i°X46 Mean 1 Roof 1 Top IMaterial: Height ; Base Sheet(s)&No.of Ply(s): L7W� 1 1 1 Base Sheet FastenerBondin aterial: .. . . . . ... . Ply Sheet(s)&No.of Ply(s): d-P/Y ZP435S /001 ; 1 Ply Sheet Fastener/Bond'ng Material: .'. ':' : ": ':' 0 0 1 r..— Go Top Ply:1A A)M'q L-SUMACPO f d-p SHeirr •• ••• • 1 1 ... . . . . 0 :0 15.38 : :• •o : 9FLOORIDA43LAI;DING CODE—BUILDING,5th EDITION(2014) _ ' J ' ' ' Copyright to,or licensed by ItC?ALL RTGHTI RES'ETtVED');accessed by Eliezer Palacio on Jun 8,2015 10:32:12 AM pursuant to License Agreement.No further reproductions authorized. MUAL M MIAMI-DARE COUNTY m PRODUCT CONTROL SECTION 11805 SW 26 Sweat,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami.Florida 33175-2474 BOARD AND CODE ADMUOSTRATION DIVISION T(786).315-2590 F(786)31525-99 NOTICE OF ACCEPTANCE(NOA) .mismtdade.eav/ecoaamv GAF 1361 Alps Road Wayne,NJ 07470 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). i This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes.If this product or j material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built-Up Roof Systems for Wood Decks. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement:"Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERM NATION 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. 13-0424.094mdwopsistsof paM l thret0 16. The submitted documentation was reviewed by Jorg4 L.4cpbQ' .. ... . . . .. •' 0: : ": ':' .'• NOA No.:13-102LIS . . . : ftiration Date: 11/04118 . ;.. 0.0 %Approval Dates 11/06/14 Page 1 of 16 • . . . • . . . . • . •• •• . • • •• .. •.. . . . .•. . . ROOFING SYSTEM APPROVAL Cateeoro: Roofing Sub-Cateeory BUR Mterlsh Fiberglass Deck Time: Wood Mazimum Desi m Pressure: -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions SneclSeation Description GAFGLAS®#75 Base 39.37"0 meter) ASTM D4601 Type U asphalt impregnated and coated glass mat Sheet Wide base sheet. GAFGLAS®#80 Ultima 39.37" 1 meter ASTM D4601 T II ( ) Type asphalt impregnated and coated,fiberglass Base Sheet Wide base sheet. GAFGLAS®F1exPly 6 39.37"(1 meter) ASTM D2178 Type VI asphalt impregnated glass felt with asphalt Wide coating. i GAFGLAS®Ply 4 39.3T'(1 meter) ASTM D2178 Type TV asphalt impregnated glass felt with asphalt Wide coating. I GAFGLAe Mineral 39.3T'(1 meter) ASTM D3909 Asphalt coated,glass fiber mat cap sheet surfaced ! Surfaced Cap Sheet Wide with mineral granules. GAFGLAS®EnergyW 39.37"(1 meter) ASTM D3909 Asphalt coated,glass fiber mat cap sheet surfaced BUR Mineral Surface wide with mineral granules with factory applied Cap Sheet EnergyCote7 GAFGLAS®Stratavene 3937"(1 meter) ASTM D4897 Fiberglass base sheet coated on both sides with Eliminator Perforated Wide asphalt.Surfaced on the bottom side with mineral Venting Base Sheet granules embedded in asphaltic coating with factory perforations. GAFGLAS®Stratavene 3937"(1 meter) ASTM D4897 A nailable,fiberglass base sheet impregnated and Eliminator Nailable Wide coaxed on both sides with asphalt.Surfaced on the Venting Base Sheet bottom side with mineral granules embedded in asphaltic coating. Ruberoid®SBS Heat- 39.3r(1 meter) ASTM D6164 Non-Woven Polyester mat coated with polymer- WelC Smooth Wide modified asphalt and smooth surfaced. Ruberoid®SBS Heat- 39.3r(1 meter) ASTM D6164 Non-Woven Polyester mat coated with polymer- Weld'"25 Wide modified asphalt and smooth surfaced. Ruberoie 20 3937"(1 meter) ASTM D6163 SBS modified asphalt base sheet reinforce with a Wide .. ... .glass€ibeamat. .. . . . . Ruberoid®Mop Smooth 39.3T'(1 meter) ASTA-136164 :&*en:veverr;olyester mat coated with polymer- wide ••` •• `aiodifted asp�hait and smooth surfaced. .•. •:• : ••: .•. NOANo.:13-1022.15 .• : *pimtion Date: 11/04/18 ..• i• i.• s•• i• •.'Approval Date: 11/06/14 Page 2 of 16 ... . . . . ... . . . . . . V: . . . . . .. .. . . . .. .. ... . . . ... . . TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description FireOufm Fire Barrier 5, 55 gallons Proprietary Low VOC,water based fire barrier coating. Coating VersaShieienre 350 sq.ft.roll ASTM D226 Non-Asphaltic Fiberglass-Based Underlayment. Resistant Roof Deck Protection Topcoat®Surface Seal 5 gallons ASTM D6083 Solvent based sprayable thermoplastic rubber SB sealant designed to protect and restore aged roof surfaces and to increase a roofs reflectivity. APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer i (With Current NOA) EnergyGuard'"Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuarir RA Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyC mardm RN Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuarcr Perlite Roof Insulation Perlite insulation board. GAF EnergyGuarC Perlite Recover Board Perlite recover board GAF EnergyGuare RA Composite Polyiso Polyisocyanurate foam insulation with high GAF Insulation density fiberboard or Permalite perlite insulation Securocks'Gypsum Fiber Roof Board Gypsum roof board United States Gypsum Corp. Structodee High Density Fiber Board High density fiber board Blue Ridge Fiberboard,Inc. DensDeck®Roof Board Gypsum board Georgia-Pacific Gypsum LLC • •• • • • • ••• • •• ••• •• • • • • •'. •:' ; •': ':• .•• NOA No.:13-1022.15 •• • •• •• ;F$piration Date: 11/04/18 •.• :• :.. •• :• ••Approval Date: 11/06/14 Page 3 of 16 • • • • • • . • . • APPROVED FASTENERS: TABLE 3 Fastener duct Produc Manufacturer Numb Name Deseriation Dimensions (With Current NOM 1- Drill Tec'"#12 Fastener Insulation fastener for steel, various GAF wood&concrete decks. 2. Drill-Tee'"#14 Fastener Insulation fastener for steel, various GAF wood&concrete decks. 3. Drill Tec'"XHD Fastener Carbon steel extra heavy duty Various GAF fastener used in steel decks. 4. Drill-Tec'°`ASAP 3S Drill-Tec#12 Fastener with Various GAF Drill-Tec'"3"Standard Steel Plate 5. Drill-Tec'"3"Steel Plate Round galvalume stress plate 3"round GAF used with Drill-Tec fasteners. 6. Drill Tec'"3"Standard Steel Round galvalume plated steel 3"round GAF Plate stress plate with reinforced i ribs for use with Drill-Tec'" fasteners. 7. Drill-Tec'AccuTme Flat AZ-SS aluminized steel plate 3"square GAF Plate for use with Drill-Tec'"#12 Fastener,Drill-Tec'#14 Fastener and Drill-Tec'"#15 Fastener. S. Drill-Tec'"AceuTraco Galvalume Steel plate for use 3"square GAF Recessed Plate with Drill-Tec'"fasteners. .. ... . . . . . .. see 0.: 0.0 .. •'• ':' : '': :' •'• NOA No.:13-1022.15 0.: : .' :E3pir ation Date: 11104118 :00 '�' �' '.Approval Date: 11/06/14 Page 4 of 16 • •• •• • • A. •• •• EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date Factory Mutual Research Corp. J.I.2B$A4.AM 4470 07/02/97 J.I.3B9QI AM 4470 01/08/98 J.L ODOA8.AM 4470 07/09/99 J.L OD1A8.AM 4470 07/29/94 J.I.OY9Q5.AM 4470 04/01/98 3029832 4470 05/11/07 UL LLC R1306 UL 790 07/22/13 PRI Construction Materials GAF-012-02-02 ASTM D4977 11/06/01 Technologies,LLC GAF-020-02-01 ASTM D4977 02/01/02 GAF-082-02-01 ASTM D6083 05/07/06 GAF-084-02-01 ASTM D6083 05/09/06 GAF-270-02-02 ASTM D226 11/15/10 GAF-276-02-01Rev ASTM D6093 12/16/10 GAF-276-02-02 ASTM D226 11/15/10 GAF-306-02-01 ASTM E96 07/07/11 GAF-314-02-01 ASTM D2178 08/23/11 GAF-315-02-01 ASTM D2178 08/23/11 GAF-369-02-01 ASTM C1289 10/22/12 GAF-417-02-01 ASTM C1289 05/28/13 GAF-464-02-01 ASTM C1299 10/22/12 GAF-499-02-01 ASTM D6093 03/12/14 GAF-500-02-01 ASTM D6083 03/12/14 IRT of S.Fl. 02-005 TAS 114 01/18/02 02-014 TAS 114 03/22/02 Trinity ERD G30250.02.103-R1 ASTM D3909 11/26/12 G31360.03.10 ASTM D6164 03/31/10 G33470.01.11 ASTM D6164 11/16/11 G34140.04.11-2 ASTM D6163 04/25/11 G34140.04.11-4 ASTM D6401 04/25/11 034140.04.11-5 ASTM D4897 04/25/11 034140.04.11-5-R1 ASTM D4897 IOIIV13 040630.01.14-2A-1 ASTM D6164 01/07/14 643610.01.14 ASTM D3909 01/22/14 06850.08.07-1 ASTM D3909 08/13/07 G30250.02.10-3-R1 ASTM D3909 11/26/12 .. 00: . . • . . •• . .. . . . . ... . • .. ... .. . . . .. s o: 6:0 : see NOA No.:13-1022.15 Expiration Date: 11/04/18 .. :' see '.' ;' '.' Approval Date: 11/06/14 Page 5 of 16 . . . . V: . . . . . •• •• 00 . •• .. ... . . . ... . . APPROVED ASSEli uES Membrane Type: BUR Deck Type IL Wood,Insulated Deck Description: 19/32"or greater plywood or wood plank System Type A: Anchor sheet mechanically fastened,all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. Fire Barrier: FireOut'"Fire Barrier Coating,VersaShiele Fire-Resistant Roof Deck Protection or (optional) Secutnek®Gypsum Fiber Roof Board. Anchor sheet: GAFGLAS®#80 Ultima Base Sheet,GAFGLAS® Stratavene Eliminator Nailable Venting Base Sheet,Ruberoid®20,Ruberoid®SBS Heat-Weld'"Smooth or Ruberoid®Heat- Weld'"25 base sheet mechanically fastened as described below, Fastening Options: GAFGLAS*Ply 4,GAFGLAS®Flex Ply'"6,GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9"ox-at the lap staggered and in two rows 12"o.c.in the field. (Maximum Design Pressure—45 psf.See General Limitation#7) I GAFGLAS®Ply 4,GAFGLAS®F1exPly 6,GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec#12 Fastener,Drill-Tec#14 Fastener and Drill-Tec'"3"Steel Plate,Drill-Tec AccuTrac®Flat Plate or Drill-Tec'"AccuTrace Recessed Plate 12"o.c.in 3 rows. One row is in the 2"side lap. The other rows are equally spaced approximately IT'o.c.in the field of the sheet. (Maximum Design Pressure—45 psf.See General Limitadon#7) GAFGLASe F1exPl3im 6,GAFGLAS®#75 Base Sheet or any of above anchor sheets 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 5Z5 psf.See General Llmiladen#7) GAFGLAS®#80 Ultima Base Sheet,Ruberoie 20,Ruberoid®Mop Smooth,base sheet attached to deck with approved 111P annular ring shank nails and inverted 3"steel plate at a fastener spacing of 9"o.c.at the 4"lap and in two rows staggered with a fastener spacing of 9"o.c.in the center of the membrane. (Maximum Design Pressure—60 psf.See General Limitation#7) GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec #12 Fastener,Drill-Tec#14 Fastener and Drill-Tec'"3"Steel Plate,Drill-Tec'AccuTrac® Flat Plate or Drill-Tec'AccuTrac®Recessed Plate 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 anchor 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 Ogld•.. .. (Jaximum D&*&Press*e•OAV:Ste pe&eral Limitation#7) . •• • • • • •.• . 00 000 so 0 0 0 00 690 • NOA No.:13-1022.15 g : : : Expiration Date. 11/04/18 • •• •• •• •• Approval Date: 11/06/14 Page 6 of 16 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Fastening Options: GAFGLAS*#75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec (Continued) #12 Fastener or Drill-Tec#14 Fastener and 3"Drill-Tec"3"Steel Plate,Drill-Tec'W AccuTrac*Flat Plate or Drill-Tec'"AccuTrace Recessed Plate 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. (Mw mum Design.Pressure—75 psf.See General Lfmffntfoa#7 One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft= EnergyGuard"Polyiso Insulation,EnergyGuard'RA Polyiso Insulation,EnergyGuard'RA Composite Polylso Insulation Minimum 1"thick N/A N/A EnergyGuarcr Perlite Recover Board Minimum 7:"thick MA N/A EnergyGuard"Perste Roof Insulation Minimum'/."thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of appro4ed hot asphalt within the EVT range and at a rate of 20-40 lbsJ100 fe. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation panels may be used as a t7 layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGILAS*Stratavent Eliminator Perforated Venting Base Sheet laid dry or a layer of EnergyGuard'"Perlite Roof Insulation or wood fiber overlay board on all isocyannrate applications. Base Sheet: Optional)Install one ply of GAFGLAS#75 Base Sheet,GAFGLAS#80 Ultima Base Sheet,GAFGLAS®Stratavente'Eliminator Perforated Venting Base Sheet,Ruberoide Mop Smooth,Ruberoid*20,Rubernie SBS Heat Weld"`Smooth or Rubercidei SBS Heat-Weld- 25 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbsJsq;(see General Limitation#4). Ply Sheet: One or more plies GAFGLAS®PLY 4,GAFGLAS®Flex Ply 6 sheet or GAFGLAS®#80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Cap Sheet: (Optional) One ply of GAFGLAS 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 20-401bsJsq. Surfacing: Optional on granular surfaced membranes;required for smooth membranes.Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. I. Gravel or slag applied at 4001bsJsq.and 300 lbsJsq.respectively in a flood coat of approved asphalt at 60 lbsJsq. 2. Topcoat®Surface Seal SB applied at 1 to 1.5 gal./sq. Maximum Design so Pressure: See Fastening Options. • so Sao 00 0 .•. •:• ••: •:• ••• NOA No.:13-1022.15 E 00: •• .• . : : : Expiration Date: 11/04/18 ••' :' :.a '.' ;• 'e' Approval Date: 11/06/14 Page 7 of 16 • • i Membrane Type: BUR Deck Type 1I: Wood,Insulated Deck Description: 19/32"or greater plywood or wood plank System Type B: Optional base sheet laid dry;base layer of insulation mechanically fastened,optional top layer adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. Base Insulation Layer Insulation Fasteners Fastener EnergyGuar(r Polyiso Insulation,EnergyGuard"RA Polyiso Insulation (Table 3) Density/fta Minimum 13"thick 1,2,3 or 4 1:3 W EnergyGuard"RN Polyiso Insulation Minimum 1.4"thick 1,2,3 or 4 1:3 ft?, EnergyGuarir RA Composite Polylso Insulation Minimum 1.5 thick 3 1:3 ft EnergyGuard7 Perlite Roof Insulation Minimum Y#"thick 1,2,7 or 8 1:2 fts StractodeV High Density Fiberboard Minimum 1"thick 1,2,7 or 8 1:4 ft= Note: Base layer shall be mechanically attached with fasteners and density described. Insulation panels listed are minimum sizes and dimensions;if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density(See Rooting Application Standard RAS 117 for fastening details). GAF requires either a ply of GAFGLAS®Stratavent®Eliminator Perforated Venting Base Sheet laid dry or a layer of EnergyGuard Perlite Roof Insulation or wood fiber overlay board on all isocyanurate applications. Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ftZ Any of the insulations listed for Base Layer,above. N/A N/A StructodeV High Density Fiberboard,EnergyGuardm Perlite Recover Board Minimum%"thick N/A N/A Note:Optional top layer of insulation shall be adhered with approved asphalt within the EVT range and at a rate of 2040 IbsJ100 ft. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down. Fire Barrier: FireOe Fire Barrier Coating,VersaShield®Fire Resistant Roof Deck protection or Securock7 (optional) Gypsum Fiber Roof Board. •• ••• • • • • • •• see • • • • . • NOA No.-13-1022.15 ••i i o •• a• • i i i Expiration Date: 11/04/18 406• i• i f• ••" i• ••e Approval Date: 11/06/14 Page 8 of 16 • • • • • • • • • • • •• •e • • e •• •• Base Sheet: (Optional)Install one ply of GAFGLAS®#75 Base Sheet,GAFGLAS®#80 Ultima Base Sheet,GAFGLAS®Ply 4,GAFGLAS®FlexPly—6,GAFGLAS D Stratavente Eliminator" Perforated Venting Base Sheet laid dry.Ruberoie Mop Smooth or Ruberoie 20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 2040 lbsJsq. (See General Limitation#4). Ply Sheet: Two or more plies of GAFGLAS®Ply 4,GAFGLAS®F1exPly 6 or GAFGLASa#80 Ultima Base Sheet adhered In a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbsJsq.(See specification number for appropriate number of plies). Cap Sheet: (Optional) One ply of GAFGLAS®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 2040 lbsJsq.(See GAF application instructions for approved method of installation). Surfacing: Optional on granular surfaced membranes;required for smooth membranes.Chosen components must be applied according to manufacturer's application instructions. All j coatings most be listed within a current NOA. 1. Gravel or slag applied at 400 lbsJsq.and 300 lbsJsq.respectively in a flood coat of approved asphalt at 60 lbsJsq. { 2. Topcoat®Surface Seal SB applied at Ito 1.5 galJsq. 9 Maximum Design Pressure: -45 psf.(See General Limitation#7) i • .00 00 00: .. . . .. . . . . ... . . . •• ••• •• • • • •• 000 ••• ' 00: ••• • NOA No.:13-1022..13 • • • • • Expiration Date: 11/04/18 ••• ;• ;•• ••• • ••• Approval Date: 11106114 Page 9 of 16 .•• . . • . ... . . . . . • . . . . . . • .. •. . . • .• .. ..• . . . ... • . Membrane Type: BUR Deck Type 1I: Wood,Insulated Deck Description: 19/32"or greater plywood or wood plank System Type C: One or more layers of insulation simultaneously attached;Base layer optional. All General and System Limitations shall apply. One or more layers of any of the following insulations. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/W EnergyGuarC RN Polyiso Insulation,EnergyGuarC Polyiso Insulation,EnergyGuarC RA Polyiso Insulation Minimum 13"thick NIA NIA EnergyGuarr Polyiso Insulation Minimum 1.4"thick N/A N/A EnergyGuartr RA Composite Polyiso Insulation Minimum 1.5"thick NIA N/A EnergyGuard'"Perlite Recover Board Minimum%"thick NIA N/A Structodek®High Density Filer Board Minimum 1"thick N/A N/A Note:All layers shall be simultaneously fastened;see top layer below for fasteners and density. Insulation panels listed are minimum sizes and dimensions;if larger panels are used,the number of fasteners shall be Increased maintaining the same fastener density. PIease refer to Roofing Application Standard RAS 117 for insulation attachment.GAF requires either a?IV of GAFGLASe Stratavente Eliminator Perforated Venting Base Sheet laid dry or a layer of EnergyGuard Perlite Roof Insulation or wood fiber overlay board on all isocyanurate applications. Top Insulation Layer Insulation Fasteners Fastener (Table 3) Deastty/fe EnergyGuard"Po"o Insulation,EnergyGuardm RA Polyiso Insulation Minimum 1.3"thick 1,2,3 or 4 1:3 W EnergyGuard'"RN Polyiso Insulation Minimum 1.4"thick 1,2 or 3 1:3 ft= EnergyGuard"RA Composite Polyiso Insulation Minimum 1.5 thick 3 1:3 W EnergyGuartr Perlite Roof Insulation Minimum VP thick 1,2,7 or 8 1:2 ft' Structodeke High Density Fiber Board .. ... .. Minimum 1"thick .' '. 1,2,7 or 8 1:4 ft' .. ... .. . . . .. see 0:0 so: 6:0see NOA No.:13-1022.15 •: Expiration Date: 11/04/18 • •• : :.. '.' :' '.' Approval Date: 11/06/14 Page 10 of 16 ... . . . . ... . . . • . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Note:Insulation panels listed are minimum sizes and dimensions;if larger panels are used,the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. GAF requires either a ply of GAFGLAS®Stratavent® Eliminator Perforated laid dry or a layer of EnergyGuarC Perlite Roof Insulation or wood fiber overlay board on all polyisocyanurate applications. Fire Barrier: Fire0e Fire Barter Coating,VersaShield®Fire Resistant Roof Deck Protection or (optional) SecurocO Gypsum Fiber Roof Board. Base Sheet: (Optional)Install one ply of GAFGLAS®#75 Base Sheet,GAFGLAe#80 Ultima Base Sheet,GAFGLAS*Ply 4,GAFGLAS F1exPF 6,GAFGLAS®Stratavene Eliminator Perforated Venting Base Sheet laid dry,Ruberoie Mop Smooth or Ruberoie 20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. If base sheet is applied directly to polyisocyanurate insulation only a spot or strip mopped application as detailed in this approval the use of an overlay board is approved;see General Limitation#4. j Ply Sheet: Two or more plies of GAFGLAS®Ply 4,GAFGLASO F1exPly In 6 ply sheet or GAFGLAe #80 Ultima, Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Cap Sheep (Optional) One ply of GAFGLAS's Mineral Surfaced Cap Sheet or GAFGLAe EnergyCap'w 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 lbsJsq. Surfacing. Optional on granular surfaced membranes;required for smooth membranes.Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbsJsq.and 300 lbsJsq.respectively in a flood coat of approved asphalt at 60 lbsJsq. 2. Topcoat®Surface Seal SB applied at Ito 1.5 galJsq. Maximum Design Pressure: -45 psf.(See General Limitation#7) .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. NOA No.:13-1022.15 Expiration Date: 11/04/18 .. . . . . . . . . :.. '.' Approval Date: 1U06114 Page 11 of 16 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . `u • i I Membrane Type: BUR Deck Type 1L Wood,Insulated Deck Description: 19/32"or greater plywood or wood plank System Type D: Insulation and Base sheet simultaneously All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/fr EnergyGuard"Polyiso Insulation,EnergyGuard"RA Polyiso Insulation Minimum 1.3"thick N/A N/A StractodeO High Density Fiber Board Minimum 1"thick N/A N/A I Note:Insulation shall have preliminary attachment,prior to the installation of the base sheet,at a minimum application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft.,and four fasteners for any insulation board having no dimension greater than S ft. All layers of insulation,optional thermal barrier(when present)and base sheet shall be simultaneously fastened. See base sheet below for fasteners and density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Fire Barrier: FbeOW7 Fire Brier Coating,VersaShieie Fire Resistant Roof Deck Protection or (optional) Securock'"Gypsum Fiber Roof Board. Base Sheet: Install one ply of GAFGLAS®#75 Base Sheet,GAFGLAS 5#80 Ultima'"Base Sheet, GAFGLASe Strataven?Eliminator Nallable Venting Base Sheet or Ruberoid®20 base sheet applied over the loose laid insulation with 2"side laps mechanically fastened as described below; Fastening Options: Drill-Tec#12 Fastener or Drill-Tec'"#14 Fastener and Drill-Tec'"3"Steel Plate,Drill- Tec AccuTrada Flat Plate or Drill-Tec*'w AccuTrac® ecesse I R d Plate is installed through the base sheet and insulation in 3 rows 12"o.c. One row is in the 2"side lap. The other rows are equally spaced approximately 12"o.c.in the field of the sheet. (Mwdmum Design Pressure—45 psf.See General Limitation#79 Drill-Tec#12 Fastener or Drill-Tec'" #14 Fastener and Drill-Tec'"3"Steel Plate,Drill- Tec'"AccuTrae Flat Plate or Drill-Tec'"AccuTrac"Recessed Plate is installed through the base sheet and insulation in 4 rows 8"o.c.One row is in the 2"side lap. The other 3 rows are equally spaced approximately 9"o.c.in the field of the sheet. (Maximum Design Pressure—75 psf.See General Limits#on" GAFGLAS®#80 Ultima'"Base Sheet,Ruberoie20,Ruberoie Mop Smooth,base sheet attached to deck with approved annular ring shank nails with a minimum embedment of 1" into the wood substrate and inverted 3"steel plate at a fastener spacing of 9"o.c.at the 4" lap and in two rows staggered with a fastener spacing of 9"o.c.in the center of the membrane. (Mm imum Design Pressure—60psf.See General Limitation#7) .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . . NOA No.:13-1022.15 .: : . .' Expiration Date: 11/04/18 ;' :.. Approval Dates 11/06/14 Page 12 of 16 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Fastening Options: Drill-Tec#12 Fastener and Drill-Tec'"#14 Fastener and Drill-Tec'"3"Steel Plate,Drill- (Continued) Tec AccuTrac®Flat Plate or Drill-Tec'"AccuTrac*Recessed Plate in 4 rows 12"o.c. One row is in the 2"side lap.The other rows are equally spaced approximately 9"o.c.in the field of the sheet (Mw&num Design Pressure—60 psf.See General LtmNation#7} Ply Sheet: One or more plies GAFGLAS®Ply 4,GAFGLAS*FlexPly'"6 or GAFGLAS`a#80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Cap Sheet: (Optional) One ply of GAFGLAS®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 2040 IbsJsq. Surfacing: Optional on granular surfaced membranes;required for smooth membranes.Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbsJsq.and 300 lbsJsq.respectively in a flood coat of approved asphalt at 60 IbsJsq. 2. Topcoat®Surface Seal SB applied at Ito 1.5 galJsq. Maximum Design Pressure: See Fastening Options .. ... . . . . . .. .•• . .. . . . ... . . iii . ••• .:• : ••: •:• ••• NOA No.:13-1022.15 hQ14MI i•: : • •• .• . : : : Expiration Date: 11/04/18 ' • •• • •• • Approval Date: 11/06/14 Page 13 of 16 •.. • . . . ... . • • . . • • . . • . . . •. .. • . . •. .. ... . i . i.. • • i i Membrane Type: BUR Deck Type 1: Wood,Non-insulated i Deck Description: 19/32"or greater plywood or wood plank decks System Type& Base sheet mechanically fastened. I All General and System Limitations shall apply. Fire Barrier: FireOut'"Fire Barrier Coating,VersaShield®Fire Resistant Roof Deck Protection or (optional) Securocir Gypsum Fiber Roof Board. Base sheet: GAFGLAS°#80 Ultima Base Sheet St tavente Eliminator Nailable Venting Base Sheet,Ruberoie 20,Ruberoie SBS Heat-Weld"Smooth or Ruberoide SBS Heat-Weld' f 25 base sheet mechanically fastened to deck as described below; i i Fastening Options: GAFGLAS®Ply 4,GAFGLAS®FlexPly 6,GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a 1 j fastener spacing of 9"o.c.at the lap staggered and in two rows 12"o.c.in the field. (Maximum Design Pressure—45 psf.See General LimkWon#7 I i GAFGLAS®Ply 4,GAFGLAS®F1exPly'6,GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec #12 Fastener or Drill-Tec"`#14 and Drill- 1 Tec 3"Steel Plate,Drill-Tec'"AccuTrac®Flax Plate or Drill-Tec'"AccuTraca Recessed 1111 Plate 12"o.c.in 3 rows. One row is in the 2"side lap. The other rows are equally spaced ' approximately 12"o.c.in the field of the sheet. (Maximum Design Pressure—45 psf.See General Limitation#7 [GAFGLAS®Flex Ply 6,GAFGLAS®#75 Base Sheet or airy of above base sheets attached to deck with approved ann ar n s an tin caps at a fastener spacing of 9"o.c. i at the 4"lap staggered and in two rows 9"o.c.in the field. (M See Gener anon#� I GAFGLAS®#80 Ultima Base Sheet,Ruberoid®20,RuberoieMop Smooth,base sheet attached to deck with approved 1'/"annular ring shank nails and inverted 3"steel plate at a fastener spacing of 9"o.c.at the 4"lap and in two rows staggered with a fastener spacing of 9"o.c.in the center of the membrane. (Maximum Design Pressure—W psf.See General Limitation#7) GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec " #12 Fastener or Drill-Tec #14 Fastener and Drill-Tec'"3"Steel Plate,Drill-Tec"- AccuTrace Flat PIate or Drill-Tec"`AccuTraco Recessed Plate 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'"insul#Vog pjatgs#t a fastepeZr spicing of 9"o.c.at the 4"lap staggered in two rows 9"in the fl($d. ; ••: (Maximum Design Presfye-Wgsf„SP,#V049471L•lpitation 47) • ••• • ••• ••• • NOA No.:13-1022.15 ••i i • •• •• • i i s Expiration Date: 11/04/18 ••• �• �•• ••• �• ••• Approval Date: 11/06/14 Page 14 of 16 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I I Fastening Options: GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec'" (Continued) #12 Fastener or Drill-Tec#14 Fastener and Drill-Tec'"3"Steel Plate,Drill-TecT" AccuTrae Flat Plate or Drill-T=7"AccuTrac®Recessed Plate 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—75ps.f See General Limitation#7 Ply Sheet: One or more plies of GAFGLAS®Ply 4 or GAFGLAS®080 Ultima Base Sheet adhered in a W mopping of approved asphalt applied within the EVT range and at a rate of 20-40 ibsJsq. Cap Sheet: (Optional) One ply of GAFGLASO Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approval asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Surfacing: Optional on granular surfaced membranes;required for smooth membranes.Chosen components must be applied according to manufacturer's application instructions. All coatings most be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq.and 3001bsJsq.respectively in a flood coat of arproved asphalt at 60 lbs./sq. 2. Topcoat Surface Seal SB applied at Ito 1.5 galJsq. Maximum Design Pressure: See Fastening Options { I I i } I 1 i •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • to • • • • • • • • NOA No.:13-1022.15 • • • • • • • • Expiration Date: 11/04/18 ••• i• i•• ••• i• ••• Approval Date: 11/06/14 Page 15 of 16 ••• • • • • ••• • • • • • • • • • • • • •• •• • ••• •• ••• ••• •• •• •• • I I WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS®Ply 4 and GAFGLAS®Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum''YV DensDeckm Roof Board or IN'Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LD=Amom 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 20-401bsJsq.,or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped.If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12"diameter circles,24"o.c.;or strip mopped 8"ribbons in three rows,one at 1 each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable.A 6"break shall be placed every 12'in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 121bsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of 45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F)value of 275 lbf.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value,as field-tested,are below 275 lbf insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed 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 Professional Engineer,Registered Architect,or Registered i 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 milers,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 61020-3 of the Florida Administrative Coffer ••• .. END OF1S•A• • P�TyWGE • ••• ••• •••0 00 NOA No.:13-1022.15 '•: .' .• Expiration Date: 11/04/18 • •• Approval Date: 11/06/14 Page 16 of 16 ... . . . . 0:0 . . . . . . . : . . . . . .. .. ... . .. .. ... . . ... . . TGFU.R14153 -Roofing Systems Page 1 of 50 I UL ONLINE CERTIFICATIONS DIRECTORY TGFU"R14153 Roofing Systems Page Bottom Roofing Systems See General Infammatton_for Raoflng_Svstems GAP R14153 1361 Alps Rd Wayne,N3 07470-3700 USA "Ruberold®20"or'Ruberold®20 HT'or"Ruberold®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 noncombustible deck Classification.When this is done,the resulting roofing system is acceptable far use over combustible(15/32-in.thick minimum)roof decks.However,the butt joints In the gypsum board and Georgia-Pacific Gypsum LLC"DensDeck®Roofboard,"mDensDeck 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 overlayment board. Multiple piles of"GAFGLAS®Ply 4"or"Tri-Ply®Ply 4"or"Tri-Ply®Ply 6'may be adhered to Georgia-Pacific Gypsum LLC"DensDack®Roafboard," "DensDeck Prime®Roofboard"or'DensDeck DuraGuard"Roofboard'In hot roofing asphalt. "EnergyGuardTM Ultram Is an acceptable alternate to'EnergyGuard"RF"In any applicable Classification. "GAF StratavenM Miminatar'"Venting Bax Sheet(Nallable)"may be mechanically attached or hot mopped over noncombustible decks and as a j recover over existing roof systems. "GAFGLAS®Perlite Insulation'may be utiliieed as a cover board over'EnergyGuardTM RP insulation In any of the following systems. Unless otherwise Indicatted,the roof insulation Is mechanically fastened,adhered with hot mopping asphalt or UL Classified urethane Insulation adhesive.Polystyrene referenced In any of the following Classifications Include"EnergyGuard'"EPS Insulation". Unless otherwise Indicated,all insulations may be adhered with any UL Classified Insulation 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'. I I "Ene ard'"Ta red"is an acceptable alternate to"F-ne TM' rgyGu � ecepta rgyGuard In any applicable Classification. ASPHALT PELT SYSTEMS WITH NOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet rGAFGIAS®*75 Base Sheets or"Tri-Pty®*75 Base Sheer,or"GAFGLAS®*80 ULTIMA")Is a suitable alternate far Type G1 asphalt glass fiber ply sheet("GAFGLAS®Ply 4"or"Tri-P"Ply 41,or"GAFGLASO 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®Ellminator'"Venting Base Sheet(Naliable)."Perforated base sheets to be loose laid or fully adhered with hat roofing asphalt and nallable base sheets are to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet("GAFGLAS®*75 Base Sheet'or"Tri-Ply®*75 Base Sheer or"GAFGLAS®#80 ULTIMA"or'GAF Stratavent@ Ellminator'"Venting Base Sheet(Nallable)'may be substituted for Type G1 asphalt glass fiber ply sheet("GAFGLAS®Ply 4'or"Tri-Ply® Ply 4"or"GAFGLAS@ Ply 60)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. P "GAFGLAS®Flashing"or"Ruberold®"may be used for flashing In act bf Me rVs P,9%C"V Mated below. When'perllte'is referenced,this includes"GAFTEMP PERMALITE®"of gny etre el3iCbsseedmperlite Insulation. •• ••• •• • • •• Crushed stone or slag are suitable alternates for gravel in any of the Class A,B or C systemsi listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A,B or C systems listed over C-15/32 or NC. • ••• • ••• ••• • • • • • • • • • The use of gypsum board under any of the following Class A,B or C tloqrnothedversel WWI?the ratio The use of%-In.minimum thick gypsum board Is an acceptable alternate for minimum Insulation over C-I<S/32 tlit&root;8ecim. :• •.• g ••• • • • • ••• • • lttp://database.ul.com/cgi bin/XYV/template/LISEXTI R /s. vpe�eltmlZnazne=TGFU.R14153&;ce... 2/17/2015 ••• 0 9 0 ••• 0 0 TGFU.R14153-Roofing Systems Page 2 of 50 The use of polystyrene Insulation board between minimum 214-in.thick perllte board and deck with rosin paper(peNlte/rosin paper/polystyrene/perllte) is a suitable alternate for polylsocyanurate board In the following Class A,B or C systems, "EnergyGuard'RA'or*Tapered EnergyGuard1"W.or"EnergyGuard"Composite RAO may be substituted for any Atlas Roofing Corp.polylsocyanurate insulation In any of the following Classifications. Trumbull"Parma Mop"may be utilized with any of the following'Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGLAS@#BO Premium Base Sheet'may be used in any of the following systems. 'GAFGLASS Flex Ply 6"and"Tri-Pty®Ultra-Fiexlble Ply 6"are suitable attemates to"GAFGLAS@ Ply 6". "GAFTEMP Permallte 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"may be surfaced with'TOPCOAT®Fireshieid MB"at 2%to 3-gal/100-ft?. "Ruberold@ dual Smooth"may be used as an alternate to"Ruberold@ Mop Smooth'or"Ruberold®20"or"Ruberold@ 20 HT'. "Ruberold@ Mop Smooth 1.5"may be used as an alternate to"Ruberold®Mop Smooth". Class A,B and C 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'Ruberold@ Mop"SBS products In any applicable Classification. Class A 1.Deck:C-15/32 Inline:3 insulation(Optional):—One or more layers perllte or wood fiber or glass fiber or polylsocyanurate or urethane or peritte/polylsocyanurate composite or pedibe/urethane composite or wood fiber/polylsocyanurate composite or phenolic,any thickness. j Ply Sheet:—Three or more plies Type GI or"GAFGLAS@ Ply 4"or"TN-Ply®Pty 4"or"GAFGLAS@ Ply 6"hot mopped, 9 Surfacing:—Gravel. 2. Deck:C-15/32 Incline:2 i Insulation(Optional):—One or more layers perllte or wood fiber or glass fiber or polylsocyanurate or urethane or perllte/polylsocganurate composite or perlite/urethane composite or wood fiber/polylsocyanurate composite or phenolic,any thickness. Ply Sheeb—Three or more piles Type GI or"GAFGLAS@ Ply 4"or"TN-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@ EnergyCep",BUR Mineral Surfaced Cap Sheet". i 3.Deck NC Incline:2 Insulation(Optional):—One or more layers partite,wood fiber,glass fiber,polylsocyanurate,urethane,perllte/polytsocyanurate composite, periite/urethans composite,wood fiber/polylsocyanurate composite,phenolic,2-In.maximum. Ply Sheets—Two or more plies Type GI"GAFGLASS Ply 40,"Tri-Ply®Ply 4'or"GAFGLAS@ Ply 61. Cap Sheeb—One ply Type G3"GAFGtAS®Mineral Surfaced Cap Sheet"or'Tri-Ply@ Mineral Surfaced Cap Sheet'or"GAFGLAS@ EnergyCapTM BUR Mineral Surfaced Cap Sheet. 4.Deck:C-15/32 Indines i Slip Sheet(Optionai)s—Red rosin paper,nailed to deck. Insulation(Optional)s—Any thickness partite 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 Sheeb—One ply Type G2"_ FGLASS �t7S Base Sheet"or"TN-Pty@*75 Base Sheet'(may be nailed), Ply Sheet—Doe r more les G1 GAFG Pty 4 cr'Trl-Pty@ Ply 4'or GAFGLAS@ Ply 60. Cap Sheeb—One ply Type G3' nera Ca Leet°or"TN-Ply@ Mineral Surfaced Cap Sheet"or"GAFGLAS@ EnergyCapM BUR Mineral Surfaced Cap Sheet". Surfacing(Optional):—'TOPCOATS EnergyCoteTM Eiastomeric Coating"applied at a rate of 2-gal/100-ft2. S.Decks NC Incline:3 Base Sheet—One ply Type G2"GAFGLAS@*75 Base Sheet'or"Tri-Ply®*75 Base Sheet". Ply Sheets—One or more piles Type G1"GAFGLAS@ Ply 4'or"TN-P"Ply 4'or"GAFGLAS@ Ply 6". Cap Sheet—One ply Type G3"GAFGLAS@ Mineral Surfaced•Pp,,Jgeer or"Tri-Ply.0 Mingo!Surfaced Cap Sheet"or"GAFGLAS@ EnergyCapTM BUR Mineral Surfaced Cap Sheet." • • • • • • • • 6. Deck:C-15/32 Incline: 4,8 •• •• ••• ••• Insulation:—One or more layers partite,glass fiber,polylsocyanurate,urethane,perllte/polyMocyanurate composite, perlite/urethane composite,phenolic,1 In.minimum(offset a minimum of 6-In.from plywood deck joints). Base Sheeb—One or more piles Type G1 or Type G2 oi;TWeV. • ••• ••• • Membrane:—One or more piles"Ruberold®Torch Smooth"or$$Ruberold&Totes Granule"arluberold@ Torch Granule Plus"or'Ruberotd@ Mop Smooth"or"Rube ralft Mop Smooth 1.5'or"Rubera ft M ftSAogA Pito'gr ItuborykIp lop Granule"or"Ruberold®Mop Plus Granule" or"Roomatch""SBS Modified Granular"or'Tri-Ply@ SB&Modified Bitutrren Membrane"or"ROOFMatct'"APP Modified Granular'or"Tri-Ply@ TP-4G"or"TN-Ply@ TP-4'or"RuberoldS Dual Smooth". ittp://clatabase.ul.com/cgi-bin/XW/template'LISM/*R�XWJske4%* e.kti i11h=e=TGFU.R14153&cc... 2/17/2015