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RF-17-2191 (2) Inspection Worksheet . Miami Shores Village O 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-300536 Permit Number: RF-8-17-2191 Scheduled Inspection Date: March 30, 2018 Permit Type: Roof Inspector: Naranjo, Ismael Inspection Type: Final Roof Owner: HANLON, DANIEL AND RAEGAN Work Classification: Tile/Flat Job Address:9802 NW 1 Avenue Miami Shores, FL Phone Number Parcel Number 1131010240080 Project: <NONE> Contractor: CURTIS SMITH CONSTRUCTION LLC Phone: (561)768-2409 Building Department Comments NEW TILE AND FLAT ROOF Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments PassedElCREATED AS REINSPECTION FOR INSP-299828. CREATED AS REINSPECTION FOR INSP-288775. 3/15/2018 LADDER/PERMIT NOT POSTED. CORRECT& RECALL INSPECTION 2:07 PM Failed note for inspector: uplift test is on the permit package` Correction - Needed J �, Re-Inspection Fee No Additional Inspections can be scheduled until CCs re-inspection fee is paid. r March 29,2018 For Inspections please call: (305)762-4949 Page 38 of 39 ` Permit NO. RF-8-17-2191 �sH<O1s o,� Miami Shores Village Permit Type:Roof 100� Miami Shores,FL 33138-000N.E.2nd Avenue NW Miami r ' Work Classification:Tile/Flat Phone: (305)795-2204 0 h-- - Permit Status:APPROVED FCORIDII tssue Date:9/112017 Expiration: 02128/2018 Project Address Parcel Number Applicant 9802 NW 1 Avenue 1131010240080 Miami Shores, FL Block: Lot: DANIEL AND RAEGAN HANLON Owner Information Address Phone Cell DANIEL AND RAEGAN HANLON 9802 NW 1 Avenue MIAMI SHORES FL 33150- 9802 NW 1 Avenue MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone Valuation: $ 15,900.00 CURTIS SMITH CONSTRUCTIONLLC (561)768-2409 ..__.. ... m _m .__.. Total Sq Feet: 2200 Type of Work:Repair Available Inspections: Additional Info:NEW TILE AND FLAT ROOF Inspection Type: Classification:Residential Scanning:3 Up Lift Report Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt P]AmlDue Bond Type-Owners Bond $500.00 Invoice# RF-8-17-65032 CCF 1 $9.60 DBPR Fee $4.50 09/01/2017 Credit Card $293.6 DCA Fee $4.50 08/30/2017 Check#:3831 $50.00Education Surcharge $3.20 Bond#:3504 Permit Fee-New Roof $300.00 Invoice# RF-9-17-65063 Scanning Fee $9.00 09/01/2017 Credit Card $500.0 Technology Fee $12.80 Total: $843.60 Bond#:3504 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I 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. Futhermore,I authorize the above-named contractor to do the work stated. September 01, 2017 Author' ed Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy September 01,2017 1 k ' A�OR Village ,5j`rC.193s y� Miami s hores F° wilding Department 10050 N.E.2nd Avenue Miami Shores Florida 33138 �ORTel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# Rests—1-7—219 f DATE: I Z 20 INSPECTION AFFIDAVIT I Gum►S 5m ,� licensed as a ( Contracto /Engineer/Architect, (Print name and circle License Type) FS 468 Building Inspector License#: 2--L1 32'1-5-14 On or about 2/1IfZ/-7 , 1 did personally inspect the roof deck nailing (Date 8 time) work at gBDva N w (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Sign e State of Florida County of Dade: The undersigned, being the first duly sworn,deposes and says that he/she is the contractor for the above property i mentioned. Sworn to and subscribed before me this— day of QF& •,•�'d9P;;s,, HERBY MYR]aA0 Notary Public, Sate of Florida at Large :�_° Notary Public-State .• on#GG� My Comm.Expires D iF Or ••. Bonded through National 'General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make such an inspection,Include photographs of each plane of the roof with permit#and address#clearly shown marked on the deck for each inspection P—i—d—1711WIM AIr MflMnno �S Miami Shores Village RECEIVED g AUG 0®1011 Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 L INSPECTION LINE PHONE NUMBER:(305)762-4949 'fes FBC 20 I'1 BUILDING Master Permit No. g= ZIP I PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC Ag ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL MPLUMBING ❑ MECHANICAL F-1 PUBLIC WORKS CHANGE OF ❑CANCELLATION ❑ SHOP 1' CONTRACTOR DRAWINGS . JOBADDRESS: 'qS002. tULA.) City: Miami ShoresCounty: Miami Dade zip: S� Folio/Parcel#: 11 -3101 D;,4- DaTL-) Is the Building Historically Designated:Yes NO X. Occupancy Type: Load: Construction Type:IZOOF IN(a, Flood Zone: BFE: FFE: OWNER:Name(Fee SimpleTitlehoider)T)Aw)1-2- A-t) RAjtCAf-1 NAuL-�*j Phone#: Address: g F O a !\.1W I S± Py I City: !'►'1 tA+M 1 StJJrzE s t State: FL-. Zip: 'Sy/so Tenant/Lessee Name: Phone#: Email: t2AE6A�'3pQ{-iaT'w,Alt,.Go*'l # CONTRACTOR:Company Name: CUrzn5 SM ITO Caty57'n-✓CT10tJ Phone#: Si1`7Cit Address: 1.114 i SAt:�oy. �+•� 1�-L7 City: JL)g ITE R State: Zip: Qualifier Name: �uR'i'Is �"'�rT-" Phone#: S-G/-•7Gk-Zg09 State Certification or Registration#: Cj:C..t 32';-Mi} Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: i Address: City: State: Zip: Value of Work for this Permit:$ 9 00 Square/linear Footage of Work: 2�Zob Type of Work: ❑ Addition ❑ Alteration F-1New Repair/Replace ❑ Demolition { Description of Work: "6(.- ) TI UE At,-)I> FLA—' jZcz, 7F Specify color of color thru tile: (3ArzcEi.a'•)A Qac �w pus-r A Submittal Fee$ Permit Fee$ CA CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ - CA— 'a r TOTAL FEE NOW DUE$ _l (Revised02/24/2014) i Bonding Company's Name(if applicable) Bonding Company's Address City State Zip M Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip t 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. r "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 promisi in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person. whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged, I Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 15' day of ` lkJ6 20 1-' by S day of -Ay6 20 1-7 by 1-!A N wN who is personally known to G�rzT S Su��Ttl 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 th. NOTARY PUBLIC: NOTARY PUBLIC: i Sign: Sign: I P1Print: 0.Sea :�° r P �s Notary Public State of F]2020 o.►�'°�''', H RBY MYRTIL Seal: ,?r° ` = Notary Public•State of Florida Commission,*GG059 My'Comm.Expifes'dec 2Commission GG059009_My Comm.Expires Dec 29,2020 Bonded through National NotaBonded throw h National NotarAs .****************t***** ******* _ r=: APPROVED BY �7 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) J. 1 Barcelona 900 STANDARD(:Cil URS Mission Sunsul 1 HHSS6Ha2 7 � 1 e III III In Stock In Lake Wales;Made to Order In Pornpno, Made to Order n,Lake Wales end Pompano (;HPC ID:0442-LK135/Ref:.d67 Enui 91,,N.,i Spanish Blend .1, -t Avalon Beach Blend r., IPS ` r and Pompano !n Stock in Lake Wales end Pompano cdm all/SRI:36 Casa Grande Blend In Stack in and Pompano InStock In lake Wal.and Ponpm711, I;RRC;ID'NY :?-(KI W Ite1:'LJ'Fr.11'SIU'>i J t Q t ♦` ORus !3' Miami hores iVillage Building Department s 10050 N.E.2nd Avenue �LORtUp' Miami Shores, Florida 33138 Tet: (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 553.944 F.S. i To:- Miami Shores Village Building Department Date: r 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: QAr• JEz- X� 7ZAEC-Aitj NAriLarJ Property Address:�C?1Fya A1w (s7 A\)E Roofing Permit Number: Dear Building Official: I_bAw)6L Arm fZA664u �H44W certify'that I am not required to retrofit the roof to wall connections of my building because: . { VI The just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00. Please attach proof of ad valorem taxation: o The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions of 1.994 edition of the South Florida Building Code(1994 SFBC), Signature Pn Name t State of Florida County of Dade The undersigned, being the first duly sworn,deposes and says that he/she is the owner for the above property.mentioned, Sworn to and subscribed before me this /5� d °mow--- EASY MYRTIL Notary Public•State of Fioiida z • :•: Commission.4 GG059009 Notary Public, Sate of Florida at Large �N�JE My Comm.Expires Dec 29,2020 � `O National Notary Assn'. • When the just vaivaton,of the structure for purpose rem taxation is equal to or more than$300,000.00,and the building was not ccnstt aced wit',FBC nor a 1994 SFBC.Then you must provide a bu0ding application from a General Contractor for the Roof to Wall connection Hurricane Mita atioh. i Revised on 5/21/2009 F i• __...................:.........................................-........................................._.._..._.................._.........................................................................................................--._.._.__u___.._............................. OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:6/7/2017 Property Information Folio: - 11-3101-024-0080 9802 NW 1 AVE Property Address: ,. Miami Shores,FL 33150-1723 t " DANIEL E HANLON s... Owner i RAEGAN HANLON 9802 NW 1 AVE' rg Mailing Address MIAMI SHORES,FL 33150 USA PA Primary Zone 0800 SGL FAMILY-1701-1900 SQ_ " Primary Land Use 0101 RESIDENTIAL-SINGLE_ r FAMILY:1 UNIT Beds I Baths I Half 3/11/0 Floors 1 Living Units 1Q.p "- _ t Actual Area 1.780 Sq.Ft �G(Z, Living Area 1,236 Sq.Ft Sc ,> Adjusted Value Information Area 1,461 Sq.Ft --_. ._.._....- - �� --_...__._.-._._._.._.-'- 20171 2016 Lot Size 8,362 Sq.Ft _ _._..._.._.........__.._.:_...._...._._._.__2015__5 Year Built 7 County Exemption Value $50,0001 $50,0001 $50,000 Assessment inform ati Taxable Value $213,8-2-3 $208,397 $206,601 .............. Year 2017 2016 2015 School Board Land Value $183,947 183,947 $135,721 Exemption Value $25,000 $25,000 $25,000 - __ _ _ ..._..__.___......._............_.- Building Value ( $117,786 118,633 $120,328 Taxable Value $238,823 $233,397 $231,601 XF Value $646 $657 $552 City Market Value $303,237 $256,601 Exemption Value $50,000 $50,000 $50,000 $208,397 $213,823 t 1 $206,601 Assessed Value $263,823 $258,397 $256,601 Taxable Value ..,_..,_._..___.._ Regional Benefits informationr '•''-"'- ��-�- Exemption Value $50,000 $50,000 $50,000 ! Benefit Type 2017 2016 2015 Taxable Value $213,823 $208,3971 $206,601 Save Our Homes Assessment Cap Reduction $38,556 $44,840 Sales Information Homestead Exemption $25,000 $25,000 $25,000 Previous Sale Pricel OR Book=Page Qualification Description Second Homestead Exemption $25,0001 $25.0001 $25.000 02/29/2012 $250,000 28018-4851 Quai by exam of deed Note:Not all benefits are applicable to all Taxable Values(i.e.County,_- 06/2412011 $191,511 27750-2370 IQuai by exam of deed - SchoolrBoard,City,Regional). - 10101/2004-^W -$338,500 22805-3179 Sales which are qualified Short Legal Description 11/01/2002 $185,000 20840-2686 1 Sales which are qualified BONMAR PK A SUB PB 17-11 LOT 19&S18.5FT OF 18 BLK 1 i LOT SIZE 74.000 X 113 OR 20840-2686 1112002 1 f The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http:i/www.miamidade.govfinfoldisclaimer.asp Version: i r s P ,, I 7/3/2017. � CURTIS SMITH ` CONSTRUCTION E STATE LICENSED AND INSURED Daniel and Raegan Hanlon Curtis Smith Construction. LLC 9802 NW I"Ave Kevin L Smith Miami Shores,FL 33150 10141 Sandv.Run Rd Jupiter,FL 33478 wWox-.curti,smitheonstruction__com smith canstruct i h3tYnail.cvm : 561-768-2409 RE: Re-Roofing For 9802 NW I" Ave t To Daniel and Raegan: Curtis Smith Construction,LLC as a state certified roofing' contractor license#CCC 1328544 is pleased to submit our proposals for the Re- Roofing of the roof on your property located at 9802 NW I Ave,FL.The bid details are included within Exhibit"A","B"and"C"of this bid.,Please see appropriate Exhibit for corresponding bid details. Exhibit"_A"—The Installation of a New Cement Tile Roofing System with Bituminous MembranesrStandard Hot Asphalt Tile Underlayments/Modified Bitumen Hot Asphalt Membrane and a New Non-Insulated Modified Bitumen Flat Roofing System. Pages 2-3 Exhibit"B"—Contractual Provisions Pages 4-10 Exhibit"C"—Signature Page Ira- The Page It D job costs to complete the roofing project with all options quoted is as follows: 1) The Installation of a New Cement Tile Roofing System with Bituminous M mbranes and a New Non-Insulated Modified Bitumen Flat Roofing System $14,850.00 2) The Installation of a New Cement Tile Roofing System with Standard H Asphalt Tile Underlayments and a New Non-Insulated Modified Bitumen Flat Roofing System $15,375.00 3) The Installation of a New Cement Tile Roofing System with Hot Asphalt Modified Bitumen Membranes and a New Modified Bitumen Flat Roofing System $15,900.00 4) (Optional)Installation of SWR(Secondary Water Resistance)for Insurance Discounts. $1,895.00 15), (Optional)Installation of New Truss Strapping for Insurance Discounts $2,725.00--$3,225:00 Please Note: We do not know the orientation of the trusses on the home which is the reason for the ranee. After an attic inspection or pilot hole cut we will be able to narrow down the truss strapping range. r � { 1 f F W-1/2017 C U R T I S SMITH CONSTRUCTIOIC EXHIBIT"C" SIGNATURE PAGE THIS BID IS VOID AFTER 90-DAYS! I have read all Eleven(11)pages of this contract and accept all terms contained herein and understand that this is a legal and binding contract for the amount due listed above. This contract is subject to the additional review and acceptance of Curtis Smith Construction, LLC. Curtis Smith Construction,LLC could decline this contract without notice. Curtis Smith Construction,LLC will not honor any verbal agreements,no exceptions. Final payment is due in full on completion,of the project not on completion of the final inspection. Autho edgig-nature on ctor\) E Date D to Waterproofing Systems GcoWFSFERN I FPL. r S�E�p£0 a araQo`d FPL#C294-260143 serv;ce� WRoating#hodzed PR€Ff RfO t magic,_, It Installer [a0 R�1CS0A j►rrcF r�osEsstdrp i L CHOICE -FLEX { �pt a . G — 11 — (r �l LOR[Ud` ECTN 1524 HIGH VELOCITY HURRICANE ZONES-REQ GRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope.As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of the section.. The provisions of Section 614402 govern the minimum requirements and standards of the industry for roofing system installations.Additionally,the following items should be addressed as part of the agreement between the owner ant the contractor.The owner's initial in the designated space indicates that the item has been explained. •••• 2. Renailing wood decks: When replacing roofing;the exisfing wood rggf +.A"s may h%P.%, * • be renailed in accordance with the current provisions of Section R4403. The roof •••••• t �$�,4suallY concealed prior to removing the existing roof system). •.•... .... .. .. ..... Exposed Ceiling: Exposed,open beam ceilings are where the unders*ide'r►f.tRe roof da*41i ,' •••••• can be viewed from below.The owner may wish to maintain the architectural appear,"&,therefore, •' roofing nail penetration of the underside of the decking may not be acceptable.Thi;provides the¢jigq Qf• •••• • maintaining the appearance, • -gkOverflow scuppers(wail outlets):It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Pedmeter!edge wall or other roof extension may block this discharge if overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402,R4403 and R4413. } Owner; era's Signature ate �- Coy for Signature Date �1Fso IVcrj 1 AJA Property Address Permit Plumber Revised on 719/2009 LD;07/0112015; i t f ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) t � High-Velocity Hurricane Zone Uniform Permit Application Form. I Section A(General Information) Master Permit No. Process No, Contractor's Name__ GUfZI t S SM 1-N-1 CDl�JS7"kUG'I'l oJu r t—C—(— p .lob Address WOR, Nt.J Is—i AJE I ROOF CATEGORY r � Low Slope •••• ❑ Mechanically Fastened Tile Mortar/4�dheqjve Set III ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood SMr!gleS/Shakeg••,•, • ❑ Prescriptive BUR-RAS 150 i • �' ' """ •....• • i•. .i ROOF TYPE New roof ❑ Repair ❑ Maintenance Reroofing ••'t) Recov9nn,' ROOF SYSTEM INFORMATION 0 9•: 000000 000 ��• Low Slope Roof Area(SF)350 Steep Sloped Roof AREA(SSF)/!?Sb Total (SF) 4 . ®. Section 8 (Roof Pian) '„' ,,, ;'•�'•; Sketch Rcof Plan: Illustrate all levels and sections, roof drains,scuppers, overflow scuppers and overflow drains. Inciutib dimen- I sions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. I I t I I I ! I I I ' I i FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) 15.37 Copyright to,or licensed by,[CC(ALL RIGHTS RESERVED);accessed by Eliezcr Palacio on!un 3,"01510:32:12 Mvfr 'puuan;to Liccnse Agreement.No further reproductions authorized. 1 :1.a- y �� aww swr.nr.,.. \•w#fw wM4.flw gMww.wir.ww..+YtafM# T ":.-. 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AA r r i ,�•t 0000 ' ' • • s t i. •••••• • •• •••••• • •0000• • • • • 0000 0000• •• •• 0000 0000• 0000 00•••0 0000•• 0000 •• •• • •00.0• • • • • 0000•• • � 2 V 9802 NW Ist Ave Top View Poof Corrpments tfE�4{t�i�f3t#Ei1�1 •�l�t�fiM�1 i��f�i� t 6«1�i�1 t�ifi� ei 1f i ft 4 . .� Chrmey � t #TE4i11liktlt. f `} j ! dt {�'!tE1 e#loll+�ed # i �!f '#-d t � t ! E � � �� #��ft 1. ! #!�: ti• ft. l. tR 14 00 see i41i#1lt�tflliE�tllifi#�ef�fl�d:litflt� E �� , y-t �� 1!E# l�t� �d �� e!lEs�ll#t•f#lifili�et�t#i '� i�i#!t g��= � � � ��#�l�� i � i i � � � ��.� 1 ► l � # tl, # i• sj ! # aa'� ! �t 1 ! lal: # ljt �l#1�! 1 t ! d ! i. #�1 t 1 ! �� ! t # t!! � s 1 �dld•d f} 1�y1! lit t! !#dI ! •�t:�i � . �i�f�#�#�it.f�f►# �1�=1��>si# fll �ilfd � � l� � d '�! � 1� ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) ! High-Velocity Hurricane Zone Uniform Permit Application Form, 1 1 1 Section C(Low Slope Application) Top Ply Fastener/13 nding Material: t 1 Fill in specific roof assembly components and identify kQ-7� R44AL77 ! 1 manufacturer W P1 r'r4e' 61zAN UL6 S 1 ! (If a component is not used, identify as"NA") Surfacing: AT &4LEEL> pVr_5r Fastener Spacing for Anchor/Base Sheet Attachment: 1 1 System Manufacturer: ��F ! ! Field: "oc @ Lap,#Rows @ 12 °oc ! 1 Product Approval No.: lq—lz)3c> , Dal Perimeter: "oc @ Lap,#Rows� @ 6 °oc 1 1 — 1 Design Wind Pressures, From RAS 128 or Calculations: Corner. °oc @ Lap,#Rows y @ 6"oc ! P1: _q R•g P2: --71.-7 P3: —It'g. o Number of Fasteners Per Insulatio Bo;jti;r •••• • 1•••••• ! Field�IA Perimeter o—ComerA. 1 • Max. Design Pressure,from the s ecific product Corner• )...... 1 approval system: —y ...:.. . . Illustrate Components Noted and De f 1•••00: ! s.ns Applicable: . • • Deck: Woodblocking, Gutter, Edge TermiAatippo Stripping.liltrilling, 1.0000 1 Continuous Cleat,Cant.Strip,BaseFIgs��•q,Countgo�jhing, I..%.• Type: Coping, Etc. Indicate: Mean Roof Height, Parapet Freight, Height of Base ! Gauge/Thickness: Flashing, Component Material, MaWaZ llickness, Fastener 1 �. Type, Fastener Spacing or Submit tlanufacturers.*]atail.#hat 100009* ! Slope: 1 L Comply with RAS 111 and Chapter;i6. .'. • !�•••• Anchor/Base Sheet&No.of Ply(s): '75'4. &7A ll S14 ••a ! 1 Anchor/Base Sheet Fastener/Bonding Material: R L1QEj�p l 1 /--rl.� GAS Pr4, -- 0— 1 A Insulation Base Layer: FT. 1 t PL9 Base Insulation Size and Thickness: IJ A / Parapet 1 1 Height Base Insula'bn Fastener/Bonding Material: P4— Height 1 ! N r 1 )1 Top Insulation Layer: N FT. 1 1 I 1 1 Top Insulation Size and Thickness:_"1 wt7�D Mean 1 Roof Top Insu t' Fastener/Bonding Material: j Height 1 1 a ! ! Base S eet(s)&No. of Ply(s): 1'j LA ! Base et Fastener/Bonding Material: 1 1 3�3 ! 1 A. Ply Sheet(s)&No.of Ply(s): pLV H G �Av6 E ! Ply Sheet Fastener/Bonding Material: 1 1 Ho-r As'p4Af_) C�4�Vi4tvlZEl) i 1 1 Top Ply: TZL)0E i�C71 ]Z- 15.38 FLORIDA BUILDING CODE—BUILDING,51h EDITION(2014) ! t 1 1 ! Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Eliczcr Palacio on Jun 8,2015 10:32:12 AM to License Agreement.No further reproductions authorized. MIAMI•DADE MIXMI-DARE COUNTY '® PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade&ov/economy GAF 1 Campus Drive Parsippany,NJ 07054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). zn 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 D un gde CP ty) .. . . reserve the right to have this product or material tested for quality assurance purposes.V."F.prodiT4. r.• material fails to perform in the accepted manner,the manufacturer will incur the expen9a o€such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or gmtMgl withjtn their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined ls�Miami-Dat12 •• ••;•• County Product Control Section that this product or material fails to meet the requireme**ts'of the .** 00 to applicable building code. This product is approved as described herein, and has been designed to comply with the Flotida 13444ipL •••• • Code including the High Velocity Hurricane Zone of the Florida Building Code. : .0. ;....; .. . ... . DESCRIPTION: GAF Ruberoid"Modified Bitumen Roof System 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. TERiMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 14-0611.01 and consists of pages 1 through 30. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 14-1030.02 MAMMADECOUNTY Expiration Date: 11/06/18 "'• ' Approval Date: 11/05/15 Page 1 of 30 ROOFING SYSTEM APPROVAL Categorv: Roofing Sub-Cate2ory: Modified Bitumen Material: APP/SBS Deck Tvpe: Wood Maximum Design Pressure: -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Matrix'" 102 SBS Membrane 5 gallons ASTM D3019 Fiber reinforced rubberized cold-applied Adhesive adhesive for modified bitumen roof systems. 0000 GAFGLAS"#75 39.37" ASTM D4601 Type II asphalt im ;eteated and coated YP P 1 .. . •• Base Sheet (1 meter)Wide glass mat base sheej..... • •••• •••0• GAFGLAS'"'#80 Ultima" Base 39.37" ASTM D4601 Type II asphalt irriXtg rd and co ted, Sheet (l meter) Wide fiberglass base sheet•... :" GAFGLAS'"FlexPtyT" 6 39.37" ASTM D2178 Type VI asphalt imptegvated glaA•fe+; ••�•• 1 (I meter) Wide with asphalt coating';••; ••••' 00:69 GAFGLAS'" Ply 4 39.37" ASTM D2178 Type IV asphalt imNrereyri ted glas's felt (1 meter) Wide with asphalt coating. 0 6666% GAFGLAS'Mineral Surfaced 39.37" ASTM D3909 Asphalt coated,glass fibigr mat Wfltdtt Cap Sheet (1 meter) Wide surfaced with mineral.Aanules.... . :0000; GAFGLAS"EnergyCap` 39.37" ASTM D3909 Asphalt coated,glass fiber mat cap sheet BUR Mineral Surface Cap (1 meter) Wide surfaced with mineral granules with Sheet factory applied EnergyCote' GAFGLAS" Stratavent" 39.37" ASTM D4897 Fiberglass base sheet coated on both sides Eliminator'" Perforated (1 meter) Wide with asphalt. Surfaced on the bottom side Venting Base Sheet with mineral granules embedded in asphaltic coating with factory perforations. GAFGLAS"Stratavent" 3937" ASTM D4897 A nailable, fiberglass base sheet coated on Eliminator?"Perforated (1 meter)Wide both sides with asphalt. Surfaced on the Nailable Venting Base Sheet bottom side with mineral granules embedded in asphaltic coating. Ruberoid°SBS 39.37" ASTM D6164 Non-woven polyester mat coated with Heat-Weld"' Smooth (1 meter) Wide polymer-modified asphalt and smooth surfaced. Ruberoid°SBS 39.37" ASTM D6164 Non-woven polyester mat coated with Heat-Weld' Granule (1 meter) Wide polymer-modified asphalt and surfaced with mineral granules. RoofNlatch" 107 sq. ft. ASTM D6164 Non-woven polyester mat coated with SBS Modified Granular (9.9 m2) SBS polymer-modified asphalt and surfaced with colored mineral granules. Ruberoid° SBS 39.37" ASTM D6164 Non-woven polyester mat coated with fire Heat-Weld"' 170 FR (I meter) Wide retardant polymer-modified asphalt and surfaced with mineral granules. NOA No.: 14-1030.02 MAMMADECOUNTY Expiration Date: 11/06/18 �� '"'• ' Approval Date: 11%05/15 Page 2 of 30 � 0 Test Product Product Dimensions Specification Description Ruberoid'SBS 39.37" ASTM D6164 Non-woven polyester mat coated with Heat-Weld' Plus (1 meter) Wide polymer-modified asphalt and surfaced with mineral granules. Ruberoid°SBS 39.37" ASTM D6164 Non-woven polyester mat coated with fire Heat-Weld`"Plus FR (1 meter) Wide retardant polymer-modified asphalt and surfaced with mineral granules. e Ruberoid'EnergyCap' SBS 39.37" ASTM D6164 Non-woven polyester mat coated`with fire Heat-WeldT" Plus FR (1 meter) Wide retardant polymer-modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. Ruberoid°SBS 39.37" ASTM D6163 Non-woven polyester mat coated with Heat-Weld T" 25 (1 meter) Wide polymer-modified asphalt and smooth surfaced. •••• Ruberoid Mop Granule 39.37" ASTM D6164 Non-woven polyester nal.coated` TI?• •••••• (1 meter) Wide polymer-modified asphalt'and suMra�d with mineral granA 6666 .o 666.6. 0:0 0 Ruberoid' Mop Smooth 39.37" ASTM D6164 Non-woven polyestej Wg6t coatedeith. (1 meter) Wide polymer-modified Ap"eand sftwT4; 6666. surfaced. ••••69 6696 69600 Ruberoid''Mop Plus 39.37" ASTM D6164 Non-woven polyes"rMt coatea"Oh 0 ...••• (1 meter) Wide polymer-modified V '1>Tjand surfaced •0 with mineral granules. :000% 600660 Ruberoid''Mop 170FR 39.37" ASTM D6164 Non-woven polyes;jjfta,coate*with fire +••• (1 meter)Wide retardant polymer modified asphalt ihDo surfaced with mineral granules. Ruberoid"Mop FR 39.37" ASTM D6164 Non-woven polyester mat coated with fire (1 meter) Wide retardant polymer-modified asphalt and surfaced with mineral granules. Ruberoid"Torch Smooth 39.37" ASTM D6222 Non-woven polyester mat coated with (1 meter) Wide APP modified asphalt and smooth surfaced. Ruberoid'Torch Granule 39.37" ASTM D6222 Non-woven polyester mat coated with (1 meter) Wide APP modified asphalt and surfaced with mineral granules Ruberoid EnergyCap" Torch 39.37" ASTM D6222 APP modified cap membrane with a torch Granule FR (1 meter) Wide grade bottom surface and a mineral granular top surface coated with factory applied EnergyCote" Ruberoid EnergyCap" Torch 39.37" ASTM D6222 APP modified cap membrane with a torch Granule Plus FR (1 meter) Wide grade bottom surface and a mineral granular top surface coated with factory applied EnergyCote'. RoofMatchT" 107 sq. ft. ASTM D6222 Non-woven polyester mat coated with APP Modified Granular (9.9 m2) APP polymer-modified asphalt and surfaced with colored mineral granules. Ruberoid'Torch FR 1 meter ASTM D6222 Non-woven polyester mat,coated{with fire (39.37")Wide retardant asphalt modified bitumen membrane with granule surface. NOA No.: 14-1030.02 MIAMFDADECOUNW Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 3 of 30 t t Test Product Product Dimensions Specification Description Ruberoid"20 1 meter ASTM D6163 SBS modified asphalt base sheet reinforce (39.37")Wide with a glass fiber mat. Ruberoid"30 1 meter ASTM D6163 Non-woven fiberglass mat coated with { (39.37") Wide polymer modified asphalt and surfaced with mineral granules. Ruberoid'30 FR 1 meter ASTM D6163 Non-woven fiberglass mat coated with fire (39.37") Wide retardant, polymer-modified asphalt and surfaced with mineral granules. Ruberoid"EnergyCap- 30 FR 1 meter ASTM D6163 Non-woven fiberglass mat coated with fire SBS Membrane (39.37) Wide retardant, polymer-modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. Ruberoid°Dual FR 39.37"(1 meter) ASTM D6162 Non-woven polyester and fiberg�SS,-,Vt Wide coated with file retird"polymV•' '•••;• modified asphalt ana surfaced wi 9 ...... .. . ...... mineral granules. ••�;• Topcoat"Elastomeric Roofing 1, 5 or 55 gallons ASTM D6083 An acrylic,water baked ptastomejic ;••••; Membrane membrane system ae9igxed to �Wci: ..... various types of ro6firtVrfacep,•••• ••%••• Topcoat'MB Plus 5 or 55 gallons Proprietary Water based, low'70C primer uSct ft •'•••• block asphalt blee&TV4 °'h. '. Topcoat`g' 5 gallons ASTM D6083 Solvent based sprayable thermo�rl�st�o► °• Surface Seal SB rubber sealant desi%Vd t8 prote4.ands ;••••; restore aged roof surfaces and to inh&se a roofs reflectivity. FireOut" Fire Barrier Coating 5, 55 gallons Proprietary Low VOC,water-based fire barrier -coating. VersaShield" 42" x 100' rolls ASTM D226 Non-Asphaltic,fire resistant fiberglass- Fire-Resistant Roof Deck based underlayment. Protection NOA No.: 14-1030.02 MIAMI•DADE COUNTY Expiration Date: 11/06/18 '"'• ' Approval Date: 11/05/15 Page 4 of 30 R f 4 APPROVED INSULATIONS: Table 2 Product Name Product Description Manufacturer (With Current NOA) EnergyGuard'Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuardT RA Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuardT" RiN Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuardT" Perlite Recover Board Perlite recover board GAF EnergyGuard" Perlite Roof Insulation Perlite roof board GAF EnergyGuard"' RA Composite Polyiso Polyisocyanurate/wood fiberboard GAF Insulation or perlite composite 00.0 Structodek' High Density Fiber Board High density wood fiber Blue Rid-%Fiberlfamilptnc. ....�. Securock"Gypsum-Fiber Roof Board Gypsum board Unite4.W6 s Gyp%gt•GCrp. ••�„• 0000.. 0000.. APPROVED FASTENERS: 0•••• • • TABLE 3 0000 .. .. 0000. 0000.. 0000 Fastener Product Product ..1Vjafiufac • 0000. aver. 0000.0 Number Name Description Dimensions (jVith.Qurrent 1N0A) 0• 1. Drill-Tec #12 Fastener Carbon steel fastener used Various • •GAF:;..:. •'•••• in steel or wood decks. .•. • 0000.. 2. Drill-Tec”#14 Fastener Carbon steel fastener used Various GAF •" in steel,wood or concrete decks. 3. Drill-TecT"XHD Fastener Carbon steel extra heavy Various GAF t duty fastener used in steel decks. 4. Drill-TecT"AccuTrac''Flat AZ-SS aluminized steel 3" x 3" GAF Plate plate for use with Drill- TecT'#12 Fastener, Drill- Tee'#14 Fastener and Drill-Tec'#15 Fastener. 5. Drill-TecT" ASAP 3S Drill-Tec"#12 fastener Various GAF with Drill-Tec' 3" Standard Steel Plate. 6. Drill-TecT"AccuTrac' Galvalume Steel�plate for 3" x 3" GAF Recessed Plate use with Drill-TecT' fasteners. 7. Drill-Tec'" 3"Steel Plate Round galvalume steel 3" GAF stress plate for use with Drill-Tec" fasteners. 8. Drill-Tec" 3"Standard Round galvalume plated 3" GAF Steel Plate steel stress plate with reinforced ribs for use with r Drill-Tec" fasteners. NOA No.: 14-1030.02 MIAMNDADECOUNTY Expiration Date: 11/06/18 "'• ' Approval Date: 11/05/15 Page 5 of 30 EVIDENCE SUBMITTED: Test Aaencv Test Identifier Description Date Factory Mutual Research Corp. 3001276 FMRC 4470 01/28/99 1 B9A8.AM FMRC 4470 09/04/97 3D4Q2.AM FMRC 4470 04/30/97 OD 1 A8.AM FMRC 4470 04/01/98 Underwriters Laboratories R1306 UL 790 07/22/13 Trinity Engineering 4483.04 97-1 TAS 114 06/06/97 IRT-ARGON Inc. 02-005 TAS 114 03/01/02 02-014 TAS 114 04/08/02 01-039 TAS 114 03/01/02•••• • ...... Trinity I ERD G30250.02.10-2 ASTM D6222 ••• ;1/11/IQ. . G30250.02.10-3-R2 ASTM D3909 "•;•06/03/15.0.0 •••.:. G31360.03.10 ASTM D6164 "03/31/10 . • ...... 633470.01.11 ASTM D6164 ....41/13/.11 . • ••••• 634140.04.11-2 ASTM D6 l 63 .....Q4/25/1��•••:• ��•. G34140.04.11-4-R2 ASTM D4601 ..'..'6/4/2(n.5 ..• • G34140.04.11-5-R3 ASTM D4897 :••:.6/4/2015 . �• G40620.07.12-2 ASTM D6222 b7/17h16 ....% G40630.01.14-1 ASTM D6163 Al/0 l4 G40630.01.14-2A ASTM D5147 01/077". • G40630.0L14-2A-1-R1 ASTM D6164 04/10/14 00 , 640630.01.14-2B-R1 ASTM D6164 01/16/15 G4063)0.01. ASTM D6164 01/07/14 G40630.03.14 ASTM D5147 03/06/14 G43190.03.14-1 ASTM D5147 03/06/14 643190.03.14-2 ASTM D5147 03/06/14 643190.05.14-R1 ASTM D5147 05/20/14 643190.11.13-1 ASTM D6222 11/15/13 G43610.01.14 ASTM D5147 01/22/14 G46160.02.15-21) ASTM D6163 02/03/15 G46160.03.15 ASTM D6163 03/11/15 G46160.09.14-2A ASTM D5147 09/09/14 G46160.09.14-3A ASTM D6164 09/09/14 G46160.09.14-3B ASTM D6164 09/09/14 G46160.09.14-3C ASTM D5147 09/09/14 G46160.12.14-3E ASTM D6164 12/29/14 G6850.08.08 ASTM D6163 08/01/08 G6850.08.08-R1 ASTM D6164 04/14/11 G6850.10.08 ASTM D6222 10/06/08 G6850.11.08 ASTM D6222 02/17/09 SC6870.08.14-R1 ASTM D3909 09/04/14 NOA No.: 14-1030.02 MIAMI•DADECOUNTY Expiration Date: 11/06/18 "'' ' Approval Date: 11/05/15 Page 6 of 30 EVIDENCE SUBMITTED: (CONTINUED) Test Aaencv Test Identifier Description Date PRI Constniction Technologies LLC. GAF-084-02-01 ASTM D6083 07/08/05 GAF-122-02-01 TAS 139 05/07/06 GAF-245-02-01 ASTM D6083 06/10/10 GAF-276-02-01Rev ASTM E2178 01/04/11 ASTM D6083 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-464-02-01 ASTM C 1289 02/06/14 GAF-499-02-01 ASTM D6083 03/12/14... GAF-500-02-01 ASTM D6083 .•Q3/12/T4••.' ...... Momentum Technologies, Inc. AX04C9A ASTNI D6162 ...�.06/05/08.'.• .... ...... .... .. .. ..... .. .. .... ...... • • NOA No.: 14-1030.02 MIAMI•DADECOUNTY Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 7 of 30 Membrane Type: APP/SBS Heat Weld Deck Type 1: Wood,Non-insulated r Deck Description: 19/32"or greater plywood or wood plank decks System Type E(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOut' Fire Barrier Coating, VersaShield'' Fire-Resistant Roof Deck (optional) Protection or Securock'Gypsum-Fiber Roof Board. Base sheet: GAFGLAS' #80 Ultima"Base Sheet, GAFGLAS'"' Stratavent"Eliminator'" Nailable Venting Base Sheet, Ruberoid" Mop Smooth, Ruberoid'20, Ruberoid„ SBS Heat-Weld' Smooth or Ruberoid* SBS Heat-Weld"25 mechanically fastened to deck as described below; Fastening GAFGLAS Ply 4,GAFGLAS'FlexPly' GAFGLAS''#75 BaseS'he or ahy'•• •••••• Options: of above base sheets attached to deck with approve annu ar r ng* a �nails•an%*. '• tin caps at a fastener spacing of 9" o.c. at the lap staggered and"4xt grows 12" • o.c. in the field. •••••• (Alaximum Design Pressure—45 psf. See General Limitation #f)••0 ...... ....• GAFGLAS''Ply 4, GAFGLAS F1exPly'T' 6,GAFGLAS`'#75 Base'Sheet or illy• •11 ••••• of above base sheets attached to deck with Drill-Tec"#12 Fastatw:Dr ill-Tec'" . •• #14 Fastener or Drill-Tec'"XHD Fastener and Drill-Tec'"3" Steel Plate, Drill- ....:. Tec"AccuTrac'Flat Plate or Drill-Tec'"AccuTrac"Recessed VlaW%istalleti 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. (tila.cimum Design Pressure—45 psf. See General Limitation #7) GAFGLAS` F1exPlyT'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 fastener spacing of 9" o.c. at the 4"lap staggered and in two rows 9" o.c. in the field. (Ala-cimum Design Pressure—52.5 psf. See General Limitation #7) GAFGLAS','#80 Ultima" Base Sheets, Ruberoid"20, Ruberoid„Mop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (jVla.cimum Design Pressure—60 psf. See General Limitation #7) GAFGLAS' #75 Base Sheet or any of above base sheets attached to deck with Drill-Tec"#12 Fastener, Drill-Tec'"#14 Fastener or Drill-Tec'"XHD Fastener and Drill-Tec"3" Steel Plate, Drill-Tec"AccuTrac'®Flat Plate or Drill-Tec' AccuTrac"Recessed Plate installed 12"o.c. in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (iV&rimum Design Pressure—60 psf.See General Limitation #7) I NOA No.: 14-1030.02 MAMI•DADE COUNTY Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 28 of 30 k Fastening Any of above base sheets attached to deck approved annular ring shank nails and Options: 3" inverted Drill-Tec" insulation plates at a fastener spacing of 9" o.c. at the 4" (Continued) lap staggered in two rows 9" in the field. (Plc-rimum Design Pressure—60 psf. See General Limitation #7) G AFGLAS`#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec"'412 Fastener,Drill-Tec' #14 Fastener or Drill-Tec'" XHD Fastener and Drill-Tec'" 3"Steel Plate, Drill-Tec"AccuTrac"Flat Plate or Drill-Tec TI' AccuTrac'"Recessed Plate installed 8"o.c. in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (Alaximum Design Pressure—75 psf. See General Limitation #7) Ply Sheet: (Optional except over Ruberoid`"' Mop Smooth, Ruberoid"20, Ruberoidd' SBS Heat-Weld T" ooth or Ruberoid''SBS Heat-Weld'25 n or more plies Tw AFG�ly 4 r GAFGLAS""F1exPlyT" 6 sheet adhered in a full mopping o 0000 approved asphalt applied within the EVT range and at a rate of 2.0-40jbs./sq.%r•••• •••••• Ruberoid"Torch Smooth torch applied according to manufactureB's a4licatiov. . 6• instructions. Go*:** 0 00 6 6 6 • 0000.. 09060 Membrane: One ply of Ruberoid Torch Smooth, Ruberoid'" QlTorch Granule, R atch'• 6 APP Modified Granular, Ruberoid EnergyCapT Torch Granule .RuberoN • - TM 6 99 69.96 EnergyCap Torch Plus FR, or Ruberoid Torch FR torch applied zcreording tQ.. 90:0** manufacturer's application instructions. 06699* 6 6 6 000000 Or 969996 One or more plies of Ruberoidd'SBS Heat-Weld" Plus, Ruberoid' SBS Heaj...,. ••••:• Weld"Plus FR, Ruberoid SBS Heat-Weld T" 170 FR, Ruberoik En* Ca IT" SBS Heat-WeldT" Plus FR, Ruberoid"' SBS Heat-Weld"Granule, Ruberoid'87ns 6 Heat-Weld"Smooth and Ruberoid' SBS Heat-Weld'25 applied according to 6• manufacturer's application instructions. 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 lbs./sq. and 300 lbs./sq. respectively in a flood coat of Approved asphalt at 60 lbs./sq. 2. GAFGLAS"Mineral Surfaced Cap Sheet, Tri-Ply''Mineral Surfaced Cap Sheet or GAFGLAS'"EnergyCapT"BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20=40 lbs./sq. 3. Topcoat"Membrane,Topcoat"MB Plus (to be used as a primer with Topcoat" k Membrane) or Topcoat" Surface Seal SB applied at 1 to 1.5 gal./sq. Maximum Design Pressure: See Fastening Options NOA No.: 14-1030.02 MIAMI-DADE COUNTY Expiration Date: 11/06/18 Approval Date: 11/05/15 Pa-e 29'of 30 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS" Ply 4 and GAFGLAS'F1exPlyT`' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4"DensDeck'-' Roof Board or %"Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: .1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.,or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size shall be 4'x 4'maximum. 990609 4. An overlay and/or recovery board insulation panel is required on all applications ov a(Ased cell" ••••;• foam insulations when the base sheet is fully mopped. If no recovery board is used4;:JV;e sheet. •. 0000.. shall be applied using spot mopping with approved asphalt, 12" diameter circles, 2a:o:G:or strip0.0 • mopped 8" ribbons in three rows, one at each side lap and one down the center of the-sheet allowing ;••••; a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" bre'atogball be •• •: 00000 placed every 12' in each ribbon to allow cross ventilation. Asphalt application of elW•s(stem stiatl•. ••:0 0 be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximLlfi• ••••;• 000000 design pressure of-45 psf. • 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic liorce0(F') valietrf-0• ••• 275 lbf,, as tested in compliance with Testing Application Standard TAS.105. If& fastener vaLv, ;•••• 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 Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer 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 c6mpliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS l 11 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 comers).Neither rational analysis, nor exirapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters,extended corners and corners). (When this limitation is specifically referred within this NOA,General Limitation#7 will not r be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code., END OF THIS ACCEPTANCE NOA No.: 14-1030.02 MIAMI•DADECOUNTY Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 30 of 30 f � 1 ONLINE CERTIFICATIONS DIRECTORY TGFU.R1306 Roofing Systems Pace Bottom Roofing Systems See General Information for Roofing Systems GAF R1306 1 CAMPUS DR PARSIPPANY, NJ 07054 USA "RUBEROID@ 20 Smooth"or"RUBEROID@ Mop Smooth"or"RUBEROID@ Mop Smooth 1.5"may be utilized as an alternate to Type G2 "GAFGLAS@ x75 Base Sheet"or'Tri-Ply@ x75 Base Sheet"or"GAFGLAS@ x30 Ultima'" Base Sheet"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"or%ensDeck§Vrime •'•••• • Roofboard"or"DensDeck@ DuraGuardTM Roofboard"or 1/4-in. thick(minimum) United States Gypsum Co. "SECUROCI>~I Roi?f Board" i� • FRX-G)or"SECUROCK@ Glass-Mat Roof Board"(Type SGMRX) may be used in any existing noncombustible deck ClassificaMm.When•><,y1ih16 1S• • done,the resulting roofing system is acceptable For use over combustible(15/32-in.thick minimum) roof decks. How#Ypj:trl;butt joints i�the •••••• gypsum board and Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeck@ Prime Roofboard"or"DensDeck@ DuraGuardTM 0••••0 Roofboard"are to offset a minimum of 6-in. with the butt joints in the roof deck. If polystyrene is part of the roof sys4",1t'r�nust be Ibc� btelow • • the overlayment board. 1/4-in.thick(minimum)"SECUROCK@ Roof Board"(Type FRX-G)and"SECUROCK@ Glass-Ma*Reaf Board"(Type •; ••••• SGMRX)are limited to a maximum 3:12 slope when used over a combustible deck in a system with any UL Classified�pWAign except,••• • • polystyrene. . • • • ••••• Multiple plies of Type G1 "GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLAS@ Flex Ply 6"or"Tri-Ply@ Ultra-Flexibles%yW"ay be adher%d to • Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeck@ Prime Roofboard"or"DensDeck@ DuraGuard"•Roc#bo%rd"in hot roofing •• asphalt. • • • • •••••• "GAFGLAS@ FlexPly'" 6 5L"and"GAFGLAS@ FlexPly" 6"may be used interchangeably in any roof covering system A!�tgdb jow. ••• • •••••• "EnergyGuard'" Ultra"is an acceptable alternate to"EnergyGuard'""in any applicable Classification. •• "GAFGLAS@ Stratavent@ Nailable Venting Base Sheet"may be mechanically fastened or fully adhered with hot roofing asphalt over noncombustible decks and as a recover over existing roof systems. EnergyGuard`" Perlite Insulation"may be utilized as a cover board over"EnergyGuard'""in any of the following systems. Unless otherwise indicated,the roof insulation is mechanically fastened,fully adhered with hot roofing asphalt or UL Classified urethane insulation adhesive.Polystyrene referenced in any of the following Classifications include insulation. Unless otherwise indicated,all insulations may be adhered with anyUy Cl�ssifi talion Adhesive per the manufacturer's installation instructions(excluding LRF Adhesive 0)in y-applirahla Non-Combustible Roof Deck Clas tions. "EnergyGuard'"Tapered"is an acc/ep able alternate to"EnergyGuard'""in any applicable Classification. "EnergyGuard— Ultra Tapered"is Ian acceptable alternate to"EnergyGuard'" Ultra"in any applicable Classifica'on. "EnergyGuard'"NH Tapered"is J acceptable alternate to"EnergyGuard- NH"in any applicable Classification. "EnergyGuard"" NH Ultra Tapered' is an acceptable alternate to"EnergyGuard`" NH Ultra"in any applicable Classific ion. ASPHALT FELT SYSTEMS WITH HOTLOD4 G ASPHALT Type G2 asphalt glass mat base sheet "GAFGLAS@ x75 Base Sheet"or'Tri-Ply@se Sheet"or"GAFGLAS@ x30 Ultima'" Base Sheet")is a suitable alternate for Type G 1 asphalt lass fiber ply sheet("GAFGLAS@ Ply 4" @ Ply 4"or"GAFGLAS@ Flex ly 6"or"Tri-Ply@ Ultra- Flexible Ply 6") in the Class A, B or C roof stems indicated below. The roof deck may first be covered with one p Type G2 asphalt saturated glass sheet"GAFGLAS@ Stratave t@ Nailable Venting Base Sheet"or"GAFGLAS@ Stratavent@ Perforated _ ting Base Sheet". Perforated bts to be loose laid or fully a ered with hot roofing asphalt and nailable base sheets are to be mechanic fastened granule side doAs an option Type G2 asphalt glass mat base sheet("GAFG x75 Base SheePly@ x75 Base Sh or"GAFGLAS@ x30 Ultima'" Base Sheet"or"GAFGLAS@ Stratavent@ Nailable Venting Base S " may be sd for Type G alt glass fiber ply sheet ("GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLAS@ Flex Ply 6"or'Triyas the nailed base ply in the following systems. Bottom ply or base sheet may be fully adhered with hot roofing asphalt or mechanically fastened. Unless otherwise indicated,all insulations may be fully adhered with hot roofing asphalt or mechanically fastened. "GAFGLAS@ Flashing"or"RUBEROID@"may be used for Flashing in any of the Class A, B or C systems listed below. i When "pertite"is referenced,this includes any UL Classified perlite insulation. Crushed stones or slag are suitable alternates for gravel in any of the Class A,B or C systems listed. 1 bead,or"GAF 2-Part Roofing Adhe?oradhered e i Yt2 bead with a maximum on-center spacing of 12-in.,or any UL Classified insulation adhesive,a manufacturer's installation in ons. ? Membrane: —"EverGuardc O F5-mil to 80-mil or"EverGuard@ Ext�m '"TPO FB Ultra"50-mil to 80-mil,fully adhered With hot roofing asphalt or dhered Adhesive M"or"LRF Adhesive 0",applie a nominal 3/4-in. diameter bead with a maximum on-center spat g of 12 with"GAF 2 Part Roofing Adhesive",spatt pattern(50%coverage). Coating: —'TOPCOAT@Surface S_ ting"or"United Coatings`"TOPCOAT@ Surface Seal 58 Roof Coating"applied at a rate of 1-gal. to 1-1/2-gal./1001ft.z. Surfacing:—Minimum t/2-in.thick exterior grade ceramic plaza deck walking tile,adhered in thin et and grouted per the manufacturer's installation instructions(Not UL Classified). \ MODIFIED BITUMEN MEMBRANE ROOFING SYSTEMS Unless otherwise indicated phenolic insulation may be used in any of the following systems. Unless otherwise indicated any of the fo wing Single Ply Membrane Systems may utilize multiple layers of R BEROID@ Membrane. "GAF Premium Aluminum Roof Coating"may used on any of the following Classifications with inclines no exceeding 1/2-in. "GAFGLAS@ x80 Ultima'"Base Sheet"may be used i y of the following systems. (Optional)Noncombustible deck classifications are applicable for er combustible(15/3 minimum plywood)decks when 1/2-in. (minimum)gypsum board or 1/4-in. (minimum)Georgia-Pacific Gypsum L Roofboard"or"DensDeck@ Prime Roofboard"or "DensDeck@ DuraGuard" Roofboard"or United States Gypsum Co. "SECUROCK@ Roof Board"(Type FRX-G)or"SECUROCK@ Glass-Mat Roof Board"(Type SGMRX) are used directly over the deck with all joints staggered 6-in. (minimum)from plywood joints. 1/4-in. thick(minimum) "SECUROCK,li)Roof Board"(Type FRX-G)and"SECUROCK@ Glass-Mat Roof Board"(Type SGMRX)are limited to a maximum 3:12 slope when used over a combustible deck in a system with any UL Classified insulation except polystyrene. *000 • • • • 4444 4444•• A vapor barrier may be optionally installed under all systems utilizing any'EnergyGuard'""insulation. "EnergyGuard'"'P"Ike",*may be upd as an • option over any"EnergyGuard'""insulation. "GAFGLAS@ Stratavent®Perforated Venting Base Sheet"may be utilized as an additiona_p y 00a0y •• of the following systems. •••••• •• • • 4444•• •44.4• • • • The following membranes may be used interchangeably within their own group: •••••• 4444 • • • • A."RUBEROID@ Torch Granule"or"RUBEROID@ Torch 180"or"Tri-Ply®APP Granule". •sees • •••• • •• 4444• 4444•• • • B. "RUBEROID@ Map Smooth"or"RUBEROID@ Mop Smooth 1.5"or"RUBEROID@ Mop Plus Smooth". • • 4444•• •+••• •• 4• 4444 •44609 C. "RUBEROID@ Mop Granule"or"Intec Flex PRF"or'Tri-Ply@ SBS Granule". •4 0••0 0 D. Deleted. i • ; • • • •4006• •6x64• E. "RUBEROID@ 30 Granule FR"or"RUBEROID@ EnergyCap'" 30 Granule FR". : •6• 0 • • •• • 4444•• F. "RUBEROID@ 20 Smooth"or"RUBEROID@ HW 25 Smooth". • • G."RUSEROID@ HW Granule FR"or"RUBEROID@ EnergyCap'" HW Plus Granule FR"or"RUBEROID@ HW Plus Granule FR"or "RUBEROID@ HW Plus Granule". H."RUBEROID@ Torch Smooth"or"Tri-Ply@ APP Smooth". I. "RUBEROID@ EnergyCap'"Torch Granule FR"or"RUBEROID@ EnergyCap'"Torch Plus Granule FR". 1. "RUBEROID@ Mop Plus Granule FR"or"RUBEROID@ EnergyCap'" Mop Plus FR". Unless otherwise indicated,the Modified Bitumen (Granule) membrane may be surfaced with"United Coatings'" FireShield MB Roof Coating" applied at a rate of 2-1/2-gal.to 3-gal./100-ft.2,and the incline of the resultant system would be increased to a 3/4-in. incline. But if the incline of the Classified system is greater than a 3/4-in.incline,the incline of the roofing system would be maintained when surfaced with "FireShield@ MB"at 2-1/2-gal. to 3-gal./100-ft.2. Unless otherwise indicated "RUBEROID@ EnergyCap'" 30 Granule FR"is an acceptable alternate for"RUBEROID@ 30 Granule FR"or "RUBEROID@ Mop Granule FR"in any applicable Classification. Class A-Ballasted 1. Deck:C-15/32 Incline: 1/4 Barrier Board(Optional): —One or more layers Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeck@ Prime Roofboard"or"DensDeck@ DuraGuard'" Roofboard",minimum 1/4-in. thick,or United States Gypsum Co."SECUROCK@ Roof Board" ` (Type FRX-G)or"SECUROCK@ Glass-Mat Roof Board"(Type SGMRX),minimum 1/4-in.thick. Insulation:—Perlite or glass fiber or wood fiber, 3/4-in, to 1-1/2-in. Membrane: —"RUBEROID@ Torch Granule"or"RUBEROID@ Torch 180"or'Tri-Ply@ APP Granule",torch applied. Surfacing:—Gravel applied at a rate of 400-lbs/100-ft2, loose laid or concrete blocks, at 10-lbs/ft2 and spaced not more than 1/8-in. E 2. Deck: NC Incline: 3 Barrier Board(Optional): —One or more layers Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeck@ Prime Roorboard"or"DensDeck@ DuraGuard'"Roofboard",minimum 1/4-in. thick,or United States Gypsum Co."SECUROCK@ Roof Board" (Type FRX-G)or"SECUROCK@ Glass-Mat Roof Board"(Type SGMRX), minimum 1/4-in.thick. Insulation(Optional): —Perlite or glass fiber or wood fiber, 3/4-in.to 11/2-in. Base Sheet(Optional): —Type 15 asphalt glass felt or Type G2"GAFGLAS@ x75 Base Sheet"or"Tri-Ply@ x75 Base Sheet"or 'GAFGLAS� x80 Ultima'"Base Sheet"or"GAFGLAS@ Stratavent@ Nailable Venting Base Sheet"or"GAFGLAS@ Stratavent@ Perforated Venting Base Sheet", mechanically fastened or fully adhered with hot roofing asphalt. ? Membrane: —"RUBEROID@ Torch Granule"or"RUBEROID@ Torch 180"or"Tri-Ply@ APP Granule",torch applied. Surfacing:—Gravel. i 3. Deck:C-15/32 Incline: 1/4 t { Surfacing:—Roofing gravel, applied at 400-lbs./100-ft.'embedded into a flood coat of hot roofing asphalt or No. 10'White Aggregate, applied at a rate of 200-lbs./100-ft.2 embedded into"United Coatings'" FireShield MB Roof Coating"applied at a rate of 2-1/2-gal. to 3-gal./100-ft.2. Coating:—"TOPCOAT@ EnergyCote'" Elastomeric Coating", applied at a rate of 1/2-gal.to 1-gal./100-ft.2. Class B-Ballasted i 1. Deck:C-15/32 Incline: 1/2 Insulation(Optional): —Minimum 2-in. thick polyisocyanurate mechanically fastened with the butt joints in the insulation staggered a minimum of 6-in.from plywood deck joints. Base Sheet: —One ply Type G2"GAFGLASp 475 Base Sheet"or'Tri-Ply®] #75 Base Sheet"or"GAFGLAS@ 430 Ultima'"Base Sheet" or"GAFGLAS@ Stratavent@ Nailable Venting Base Sheet"or"GAFGLAS@ Stratavent@ Perforated Venting Base Sheet"or"GAFGLAS@ Flex Ply 6"or"Tri-Ply@ Ultra-Flexible Ply 6",mechanically Fastened or fully adhered with hot roofing asphalt. Ply Sheet:—Two or more plies Type G1 "GAFGLASp Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLAS@ Flex Ply 6"or'Tri-Ply@ Ultra-Flexible Ply 6", fully adhered with hot roofing asphalt. Membrane(Optional): —"RUBEROID@ Mop Granule"or"Intec Flex PRF"or"Tri-Ply@ SBS Granule"or"RUBEROID@ 30 Granule"or "RUBEROID@ 30 Granule FR"or"RUBEROID@ Mop Smooth"or"RUBEROID@ Mop Smooth 1.5"or"RUBEROID@ Mop Plus Smooth"or "RUBEROID@ Mop Granule FR"fully adhered with hot roofing asphalt or"RUBEROID@ HW Granule"or"RUBEROID@ HW Plus Granule"or "RUBEROID@ HW Granule FR"or"RUBEROID@ HW Plus Granule FR"or"RUBEROID@ HW Smooth", torch applied. Surfacing:—Roofing gravel, applied at a rate of 400-ibs./100-ft.2 embedded into a flood coat of hot roofing asphalt or No. 10 White Aggregate,applied at a rate of 200-lbs./100-ft.2 embedded into'TOPCOAT@ Fireshield MB",applied at a rate of 2-1/2-gal, to 3-gal./100- ft.Z. Coating: —"United Coatings'" FireShield MB Roof Coating"applied at a rate of 1/2-gal. to 1-gal./100-ft.2. •000 Class A-Fully Adhered • •00 0000 0000•• • 1. Deleted. •••:•• 0000•• • 0000•• 2. Deleted. •••••• • • • s••••• 3. Deleted. •00006 •• • � • • 4. Deleted. •••• •• •• 0000• 0.000• • • 0000 0000• 5. Deleted. 00000• • • 0000 0000•• 6. Deleted. • • • 7. Deleted. 0 • : • •• ••• 0000•• 8. Del d. • • • • • 9. eck: C-15/32 Incline: 1/2 •• • ••• • 0000•• Barrier Board (Optional): —One or more layers Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeck@ Prime Roofboard"or"DensDeckp DuraGuard'" Roofboard",minimum 1/4-in.thick,or United States Gypsum Co. "SECUROCKp Roof Board" (Type FRX-G)or"SECUROCKp Glass-Mat Roof Board"(Type SGMRX),minimum 1/4-in.thick. Insulation(Optional): —One or more layers perlite or glass fiber or 3/4-in. minimum or polyisocyanurate or urethane or pert ite/polyisocya�rate composite or perlite/ r henolic, 1-1/2-in. minimum. Base Sheet: —rQn�or more plies Type G2" #7 Base Sheer or"Tri-Plyp #75 Base Sheet"or"GAFGLAS@ 430 Ultima'" Base Sheet"or'G FGLAS@ Stratavent@ Nailable Venting Base S eet"or"GAFGLAS@ Stratavent@ Perforated Venting Base Sheet", mechanically fasten hered withllIIt,too+at-" It. Ply Sheet:—On r li Type G1 "AFGLAS@ PI or'Tri-Ply®Ply 4"or"GAFGLAS@ Flex Ply 6"or"Tri-Ply@ Ultra-Flexible Ply 6", fully adhered wi Membrane: UBEROID@ Mop Granule F ' or"RUBEROID@ Mop Plus Granule FR"or"RUBEROID@ EnergyCap'"Mop Plus Granule FR",fully adherer oring asp a . Coating (Optional): —"GAF Fibered Aluminum Coating",applied at a rate of 1-1/2-gal./100-ft.Z. 0. Deck: C-15/32 Incline: 1/2 r Ba d Optional): —One or more layers Georgia-Pacific "DensDeckJ Roofboard"or"DensDeckp Prime Roofboard"or"Dens m 1/4-in.thick,or United States Gypsum Co. "SECUROCKp Roof Board" (Type FRX-G) or"SECUROCKp Glass-Mat Roof Board"(Type SGMRX),minimum 1/4-in. thick. Insulation(Optional): —Perlite or fiber glass or polyisocyanurate or urethane or perlite/polyisocyanurate composite. Base Sheet: —One or more layers Type G2"GAFGLASp #75 Base Sheet"or Tri-Plyp #75 Base Sheet"or"GAFGLAS@ #30 Ultima'" Base Sheet"or"GAFGLASp Stratavent§Nailable Venting Base Sheet"or"GAFGLASp Stratavent§Perforated Venting Base Sheet"or Type G3 "GAFGLASp Mineral Surfaced Cap Sheet"or'Tri-Ply@ BUR Granule Cap Sheet",mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet(Optional):—One or more plies Type G1 "GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLASJ Flex Pty 6"or"Tri-Ply§Ultra- Flexible Ply 6",fully adhered with hot roofing asphalt. Membrane:—"RUBEROID@ Mop Granule FR"or"RUBEROID@ Mop Plus Granule FR"or"RUBEROID@ EnergyCap'"Mop Plus Granule FR",fully adhered with hot roofing asphalt. 11. Deck: C-15/32 Incline: 1/2 Barrier Board (Optional): —One or more layers Georgia-Pacific Gypsum LLC"DensDeckp Roofboard"or"DensDeckp Prime Roorboard"or"DensDeckp DuraGuard'"Roofboard",minimum 1/4-in. thick,or United States Gypsum Co."SECUROCKp Roof Board" (Type FRX-G)or"SECUROCK,&Glass-Mat Roof Board"(Type SGMRX),minimum 1/4-in.thick. Insulation(Optional): —Perlite or fiber glass or polyisocyanurate or urethane or peril te/polyisocyanurate composite, butt joints offset a minimum of 6-in.from plywood deck joints. Base Sheet: —One or more plies Type G2"GAFGLASp #75 Base Sheet"or"Tri-Ply@ #75 Base Sheet"or"GAFGLASp #80 Ultima'" Base Sheet"or"GAFGLASp Stratavent)Nailable Venting Base Sheet"or"GAFGLAS@ Stratavent§Perforated Venting Base Sheet"or Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Ply@ BUR Granule Cap Sheet",mechanically fastened or fully adhered with hot roofing asphalt. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) High-Velocity Hurricane Zone Uniform Permit Application Form i I Section D(Steep Sloped Roof System) Roof System Manufacturer: J"Z'0i2A L- I Notice of Acceptance Number:_ /.4—0-711. a ) Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations): P1: "S^'9'. t P1: — Gi?.I P1: —100.`7 1 \� Deck Type: Type Underlayment: 3003 f �� f Roof Slope: \ 3 : 121 .... Insulation: ,��• ��•�� }..... Fire Barrier: hJ A Ridge V n ilation? Fastener Type&Spacing: c �„ jZ-S, r�A�zs ,�•• ,• .... A _ C K.' Adhesive Type: RFI04. GEr^ET'Y+ Type Cap Sheet: GMS Mo nrEd t�rrc � •••• ;Mean Roof Height: Roof Covering: I..,EN-f- -rjt ES I 1 Type &Size Drip 3, 3 . Z6 (;Aum I I Edge: ( C�� / I I I I FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) 15.34 1 t „ ( Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED):accessed by Eliezer Palacio on Jun 3,3015 10:32:12 Aft pursuant to License Agreement.No further reproductions authorized. 4 t MIAMHMMW:jx) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 HOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy CertainTeed Corporation 18 Moores Road Malvern,PA 19355 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). C This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the a*ly,c opted t manner, the manufacturer will incur the expense of such testing and the AHJ may immediatelir.evoke,modoior •• suspend the use of such product or material within their jurisdiction. RER reserves the right tp.%Vpj e this•�ctptance, • if it is determined by Miami-Dade County Product Control Section that this product or material fa k%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 flktilding Cede• •• ••• including the High Velocity Hurricane Zone of the Florida Building Code. ""•• •••• ••••• .. .. .... ...... DESCRIPTION: CertainTeed Underlayment Systems '. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and*"Lo Qing • statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. 00 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. TER:�IINATION 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, tfor 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 t shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 14-0724.16 and consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tigera. MIAWDADECNOA No.: 14-1028.02 • 3= Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 1 of 9 a ROOFING COMPONENT APPROVAL Cateaorv: Roofing Sub-Cateaorv: Underlayment Material: SBS SCOPE: This approves CertainTeed Underlayment Systems, as described in this Notice of Acceptance; designed to comply with the Florida Building.Code including the High Velocity Hurricane Zone of the Florida Building Code. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Test Product Specification Description WinterGuard HT 36"x 65' ASTM D 1970 Modified fiberglass reinforced,bituminous sheet Manz fining rolls material for use as an underlayment in sloped roof Location 0 assemblies. Designed as an ice &raEn shield. . . .... ...... WinterGuard Granular 36"x 65' ASTM D 1970 Granular surfaced modifiQB;fiberglass ieinforced!••• • rolls bituminous sheet matenalfoc'use as an • • g [Llano farin .• • . Location #2 underlayment in sloped4roota00 0 ssembkes.• . .... .. .. ..... Designed as an ice&ralq::�ejd. •••• •• ••• WinterGuard Sand 36" x 65' ASTM D 1970 Embedded sand surfacedmoaified, fiberglass �fana furin g rolls reinforced,bituminous sheet material 4Pepee as an•••• underlayment in sloped;ppf agsemb:g4. Location #2 ;•••• Designed as an ice&rain shield. Diamond Deck" 48"x 250' ASTM D 226 Synthetic, scrim reinforced underlayment for use Mani faring rolls Type II under shake, shingles, slate or metal roofing. Location #3& 4 MetaLayment"' 39 3/s"x 61' ASTM D 1970 A film surfaced, self-adhering underlayment for 11antcfurin'a rolls use under metal roofing. Location #1 Black Diamond" 39 3/8"x 68' 7" ASTM D 1970 Granular surfaced modified, fiberglass reinforced, Base Sheet rolls bituminous sheet material for use as an Afanc firing underlayment in sloped roof assemblies. Location #2 Designed as an ice&rain shield. Not for use as an Anchor Sheet.Direct adhesion to wood deck not permitted in the HVHZ. NOA No.: 14-1028.02 MAMMA r Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 2 of 9 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Test Product Specification Description Flintlastic GTA 39 3/3" x 32' 10" ASTM D 6222 Granule surfaced APP Modified Bitumen Nfanu furing rolls Grade G membrane with non-woven polyester mat Location #, Type I reinforcement for torch application. E All Weather/Empire 39 3/3"x 65' 10" ASTM D 4601 Asphalt coated fiberglass reinforced base sheet. Base Sheet rolls Type II Manucfuring Location #1 DryRoor TU 39-'/8"x 61' TAS 103 A polyester fabric surfaced, self-adhering Manu furing rolls underlayment. Location #1 Flintlastic Gi IS 39=/8"x 32'10" ASTM D 6164 Granule surfaced SBS 12odit%d BiturfW'• "";' rolls Grade G membrane with non-wovenpolyeste1-;r;at*. '. Manu furring ... .. .. ...... Location #1 Type I reinforcement for mop qpp�tcgion. Flintlastic SA Cap 39 3/8" x 33'11" TAS 103 Polyester reinforced, self-adhering SV n? dified rolls bitumen cap sheet. • 0*00 90000 Manufacturing •• •• .... ...... Location #1 •••••• •� Roofers' Select 36"x 144' rolls ASTM D226 An asphalt-impregn,ateorglanic fel;reinforced :••.•: 11anucfacturing Type I with glass fibers, roofing underlayment- Location #S MANUFACTURING LOCATION: 1. Little Rock, AR. 2. Shakopee,MN 3. Hangzhou, China 4. Silvassa, India 5. Shreveport, LA m CO UN NOA No.: 14-1028.02 FDADE CUNTY � Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 3 of 9 f EVIDENCE SUBMITTED: Test AQencv Test Identifier Test dame/Report Date Momentum Technologies, Inc. AX3IG8D ASTM D4601 09/05/08. AX31G8G ASTM D6222 06/05/09 TrinitylERD 3530.12.05-1-R1 ASTM D1623 10/05/09 3523.03.05-R2, ASTM D1623 01/12/10 C32240.03.10 ASTM D4977 03/04/10 C3500.04.10 TAS 103 04/01/10 031860.05.10 ASTM D 1623 05/18/10 030280.12.09-R2 ASTM D226 12/11/09 031410.10.10-R1 ASTM D5147. ASTM D4798 11/02/12 030890.03.10-1 ASTM D1970 03/17/10 040050.09.12-2 ASTM D1970 09/28/12 C34940.09.1I-R1 TAS 103,ASTM D1623 10/04/11 C32930.01.11-R2 ASTM D161�.•� •::af/20/14��:� C45240.01.14-1 ASTM D1970,T. 449 •'.X15/14....,� C45240.01.14-2 TAS 103,TAS-144•. 01/24/14. PRI Construction Materials CTC-075-02-01 ASTM D 1623"' 0191(I M7/11.•;•• . ..... Technologies, LLC CTC-075-02-01 TAS 103...... .rN07/11 .. .. .... ...... CTC-093-02-01 ASTM D6164,AS-l;4L1P;1J98 Q8/09/11 CTC-189-02-01 ASTM D16:3 ' : 0 CTC-163-02-01 ASTM D6757,ASTM D�226, :""09/13. ASTM D4869 • *000 • InterTek Testing Services Ltd. 10103165000Q-002C ASTM D226 08/13/13 101227796COQ-003C ASTM D4798 08/13/13 10103165000Q-005C ASTM D4869 08/13/13 k ,s NOA No.: 14-1028.02 MIAMMDAD,COuNTY Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 4 of 9 h J APPROVED ASSEMBLIES: I Deck Type 1: Wood,Non-insulated i Deck Description: 19/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened to deck. i Anchor Sheet: (4:12 or Above)One or more plies of Diamond Deck with a minimum 4"headlap and a 6"end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll. (2:12 to<4:12) One or more plies of Diamond Deck with a minimum 20"headlap and a 12" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll. Vertical joints should be offset 36"minimum. Surfacing: Shall be acceptable for use in approved asphaltic shingles,wood shakes, &shingle;,*harry slate, and metal roof applications. Must Comply with applicable Roof:ngApplication•5tnndards•••••• .. .. . an Building g odes • ...... .. . ...... Deck Type 1: Wood,Non-insulated .... .. .. ..... Deck Description: 19/32" or greater plywood or wood plank ...... .... ..... .. .. .... ...... System E(2): Anchor sheet mechanically fastened to deck. ...... .• . . . . ...... Anchor Sheet: (4:12 or Above)Two plies of Roofers' Select with a minimum 2"head66 and a 6:egad lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll. (2:12 to <4:12)Two plies of Roofers' Select with a minimum 19"headlap and a 12"end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll. Vertical joints should be offset 72" minimum. Surfacing: Shall be acceptable for use in approved asphaltic shingle applications. Must Comply with applicable Roofing Application Standards and Building Codes h E MIAMI•DADE couNTY NO A No.: 14-1028.02 � Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 5 of 9 f Deck Type 1: Wood,Non-insulated Deck Description: !v/32" or greater plywood or wood plank System E(3): Anchor sheet mechanically fastened to deck, membrane adhered. Anchor Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4"headlap and a 6"end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll. Membrane: One or more plies of Flintlastic GTA torch applied to anchor sheet or WinterGuard HT, WinterGuard Granular, WinterGuard Sand, MetaLayment, DryRoof TU or Black Diamond Base Sheet self-adhering membrane adhered to the anchor sheet with a minimum 3"headlap and 6"end lap. Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the membrane is acceptable. If membrane is strapped,then anchor sheet must also be strapped. 0000 Surfacing: Shall be acceptable for use in approved asphaltic shingles, wood shakes, &Shingles,qufliry .... slate, and metal roof applications. Must Comply with applicable Roofing•Applicati4tiF45gdards •� 0000.. .. . and Building Codes ...... :0000. .0000. 0000 ..00 0 0000.. 0000 0000. 00 .. 0000 0000.. ...... . . . 0 . 00.... .00... . . . 0 00 0 .0. 0 .0 i a NOA No.: 14-1028.02 MIAMMAD,COUNTY 0411 Expiration Date: 11/24/19 Approval Date: 06/04/15 Pave 6 of 9 4 Deck Type 1: Wood, Non-insulated Deck Description: "/;," or greater plywood or wood plank System E(4): Anchor sheet mechanically fastened to deck, membrane adhered. Anchor Sheet: One ply of ASTM D 226 Type 11 organic felt or All Weather/Empire Base mechanically attached with a minimum 4" side lap and a minimum 6"end lap. Anchor sheet shall be applied at a right angle(900)to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll of the base sheet. Ply Sheet: (Optional)One or more plies of an ASTM D226 ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One ply of Flintlastic GMS adhered in a Rill mopping of Type IV asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or Flintlastic GTA torch applied to the preceding sheet or DryRoof TU, Flintlastic SA Cap, self-adhering membranes adhered to the precednp sheet with a minimum 4"side lap and 6"end lap. Place the first course of membra;e paraltel't17 the .... • eave,rolling the membrane to obtain maximum contact. Remove the re?easeinembr'Me.4 the membrane is applied. Vertical strapping of the membrane is acceptable t;membrane is• • ....... . . strapped, then anchor sheet and ply sheet must also be strapped. :06 •, : •• .... .. .. ..... When used in Tile roofs stems the cap sheet shall be back nailed to da34"ih approme4d, ..:..' annular ring shank nails and tin caps at a maximum of 12"o.c. at the side baps and 6't t".at the•••••• end laps. No nails or tin caps shall be exposed. """ • . . . ...... Surfacing: •Flintlastic SA Cap, Flintlastic GTA, Flintlastic GMS and DryRoof T�play be us:�.wit4 any •••• approved roof tile system mechanically fastened as specified in their current NOA. •Flintlastic SA Cap, Flintlastic GTA,Flintlastic GMS and DryRoof TU may be used with any approved roof tile system adhered as specified in their current NOA using any foam adhesive listed and having a current tile adhesive NOA approval. t Must comply with appropriate Roofing Application Standard RAS 118, RAS 119,RAS 120 and applicable Building Codes. LABELING: All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,city, state and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. MIAMMADE COUNTY F I MiAMMADE COUNTY NOA No.: 14-1028.02 ... Expiration Date: 11/24/19 :approval Date: 06/04/15 Page 7 of 9 f BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this material. LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. CertainTeed underlayment roofing systems utilizing Flintlastic GTA, WinterGuard HT, WinterGuard Granular, WinterGuard Sand, Diamond Deck, MetaLayment, DryRoof TU or Black Diamond Base Sheet as a cap membrane shall be acceptable for use in asphaltic shingles, wood shakes, & shingles, quarry slate, and metal roof applications. CertainTeed underlayment roofing systems utilizing Roofers' Select shall be acceptable for use in asphaltic shingles. 3. CertainTeed underlayment roofing systems utilizing DryRoof TU, Flintlastic SA Cap, Flintlastic GTA or Flintlastic GMS as a cap membrane shall be acceptable for use in foam adhesive set and mechanicailyFastened roof tile systems as specified in the surfacing option of the approved assemblies. •••• •••••• 4. This acceptance is for prepared roofing applications. Minimum deck requirements shall�;4 o con%[La%ce with • • applicable building code. CertainTeed underlayment roofing systems shall be installed 4gj;irt complionce with applicable Building Code. 4444 4 :00.0; 5. CertainTeed underlayment roofing systems membranes shall be applied to a smooth, cle9aV1nd dry�s'titfAt with••;••,, 4 deck free of irregularities. "04004404 0 04000 44 44 4444 000000 6. CertainTeed underlayment roofing systems membranes shall not be applied over an existiugowof membrane as a "• recover system but may be applied over an approved roofing Base/Anchor sheet underlayment. : 4 4 0 4 44:4 4444.. 7. WinterGuard HT, WinterGuard Granular, WinterGuard Sand, Black Diamond Base S�eet,OFlintla;tic SA Cap:0000: MetaLayment, Diamond Deck, Flintlastic GMS, and Flintlastic GTA shall not be left exposed as a temporary roof for longer than 180 days of application. DryRoof TU and Roofers' Select shall not be left.exposed as a temporary roof for longer than 30 days after application. 8. CertainTeed underlayment products may be used with any approved roof covering Notice of Acceptance listing CertainTeed underlayment products as a component part of an assembly in the Notice of Acceptance. If CertainTeed underlayment products are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or Miami-Dade County Product Control for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance, and fire testing results. 9. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 10. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 11. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 12. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 13. The maximum roof slope for use as roof tile underlayment for direct-to-deck tile assemblies shall be as follows: (Limitations noted below are a result of the tile stacking/tile loading performance and do not reflect to that of the underlayment. See Table Below) NOA No.: 14-1028.02 MIAMI•DADE COUNTY ...� � Expiration Date: 11/24/19 Approval Date: 06/04/15 Pase 8 of 9 LIMITATIONS: Tile Profile Flintlastic GMS' Flintlastic SA Cap'- DryRoor"TU' Flintlastic GTA' Flat Tile 4:12 6:12 6:12 6:12 Profiled Tile 4:12 5:12 6:12 6:12 tThe following is applicable to all systems using and Flintlastic GMS: *Slopes up to 4:12—Stage by placing two tiles perpendicular to the slope followed by maximum four tiles on top parallel to the slope for a total of 6 tiles. (Illustrated in Figure 1 below). •Slopes greater than 4:12—Horizontal batten strips are required. Stage tiles touching horizontal battens; a maximum of 10 tiles shall be stacked parallel to the slope(See Figure 2 below). `The following is applicable to all systems using Flintlastic SA Cap: •Slopes up to 5:12, Profiled Tile—Stage by placing two tiles perpendicular to the slope followed by maximum four tiles on top parallel to the slope for a total of 6 tiles. (Illustrated in Figure 1 below). •Slopes greater than those shown in the above table—Horizontal batten strips are required. Stage tiles touching horizontal battens; a maximum of 10 tiles shall be stacked parallel to the slope(See Figure 2 below). 'The following is applicable to all systems using DryRoor'TU and Flintlastic GTA: 0"'•0 • 6666 0000.. •Tiles shall be stored on battens on roof pitches greater than 6:12". '..' ; 6 •• 066660 66 6 0000% 0000.• . .0600. 6666 6 0 . . 6 666. .. .. Slope Slope �� - - �. ,� v^';` .660 • y'yFe r' � +. „�', av9'' •60060 i�fl,;per A +��' "tt 'i�v �N i • 6 i P 1.7 r y '- Y•V!�' ft... Side View. '' , ;a_n. _.w� �•;w Figure 2: Batten Method Front View :. i`` .`,`�' T7 Front i Figure l: Staged Method, View Figure 2: Batten Method END OF THIS ACCEPTANCE i MIAMFDADE COUNTY NOA No.: 14-1028.02 Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 9 of 9 MIAMI-DADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AiND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE AD�EMINISTRITION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.tov/economv Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (in Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in theaWflted manner, the manufacturer will incur the expense of such testing and the AHJ may immediateliathe, mod*tT,or suspend the use of such product or material within their jurisdiction. PER reserves the right tArevplce this%*gceptance,•• • if it is determined by Miami-Dade County Product Control Section that this product or materiel fails to meet the • requirements of the applicable building code. *0000 :0000: This product is approved as described herein,and has been designed to comply with the Floricthoadilding Cede• ••... .... including the High Velocity Hurricane Zone of the Florida Building Code. .. !*so � ••••• .. .. .... ...... DESCRIPTION: Barcelona 900 Concrete Roof Tile • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city*state and Following ;"••; statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change 'in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the :materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section a 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 E expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.12-0222.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 16-0711.01 MIAMI•DADE COUNTY r Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Cateaorv: Roofina Sub-Cateaory: Roofing Tiles Material: Concrete 1. SCOPE This approves a roofing system using Barcelona 900 Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION i Manufactured by Test Product Applicant Dimensions Specifications Description Barcelona 900 Length= 17" TAS 112 High profile, interlocking, one-piect,* ?shaped, Width= 13" Type— la high-pressure extrude'jonorete roof rife 6960:6 %" thick equipped with three gail b9les. F&.Jise*ot deck •0 0000.. or battened nail-on, naoGIt rycally fastgned, mortar set or adhesive 4get epplicaticns. . •••••• 0000 00 .. 006.6 Trim Pieces Length: varies TAS-112 Accessory trim,boosted 134celorV,timirete .....• Width: varies roof pieces for use at gip •rakes,ride and 0000:9 s varying thickness valley terminations jan. xtred for•each tileu •••••• 00.000 profile. .. .0666. 2.1 NMNUFACTURING LOCATION • 2.1.1. Lake Wales, FL 2.2 SUBMITTED EVIDENCE: Test A2encv Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 &TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix I1 TAS 108(Nail-On) Redland Technologies P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth ` shank nails Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) MIAMI•DADE COUNTY NOA No.: 16-0711.01 i Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 2 of 7 , Professional Service Industries, Inc. IC-1320-94 Physical Properties Feb. 1995 TAS 112 The Center for Applied Engineering,Inc. 25-7688-3 TAS 101 (Adhesive Set) June 1996 25-768840 TAS 101 (Mortar Set) July 1996 The Center for Applied Engineering, Inc. 25-7688-5 Static Uplift Testing June 1996 TAS 102 (3" Headlap,Nails,Direct Deck,New Construction) The Center for Applied Engineering, Inc. 25-7688-4 Static Uplift Testing June 1996 TAS 102 (4" Headlap, Nails,Clips) Celotex Corporation 520111-3 Static Uplift Testing Dec. 1998 Testing Services 520191-2-1 TAS 101 March 1999 Walker Engineering, Inc. Calculations Aerodynamic Multiplier 09/01/16 Walker Engineering, Inc. Evaluation Restoring Moments Due to 09/01/16 Calculations Gravity 0000 American Test Lab of South Florida RT0617.03-16 TAS 112: •0• V6719/16 "••;. .. . .. . 0000.. .. . ...... 3. LIMITATIONS: 0 ••• • 0000 000.. 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 WiVIIS 104 May. ••�•• .. .. 0000 0000.. required,refer to applicable building code. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory tD perform gt arteily test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the D%par anent of:*F- ttory 0 and Economic Development —Product Control Section for review. •• . 0 010 . ;•••• 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standa4s4sted section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 1 MIAMMADE COU NOD16-0711.01 ...� � Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 3 of 7 r r 4. INSTALLATION 4.1 Barcelona 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (lbf) Length-1 (ft) Width-w (ft) Barcelona 900 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers -A (ft') Tile Profile A (ft') A (ft') Batten Application Dirct Deck Applic ion Barcelona 900 0.286 0.301 Table 3: Restoring Moments due to Gravity - M9 (ft-lbf) : .•• •••• .... .. . ,0 0 Tile 2":12" 3,.:12.. 4":12" 5":12" 6":1z"•.. 71.12" or •••� .. Profile greater ••.. • Barcelona Battens Direct Battens rDirect Battens Direct Battens Direct Battens 17iFE!ct BattL%Ms •Direct •••• 900 Deck Deck. Deck Deck 00969 ••• Deck• oes 6.19 7.07 6.19 7.00 6.19 • 6.90 6.06 6.76 5.92 660 5.7E3' 6.426-:o . • Table 4: Attachment Resistance Expressed as a Moment - Mf Oft-ll for Mechanically Attached Systems ••0• •• ••• Tile Fastener Type Direct Deck Direct Deck Balfens Profile (min 15/32" (min. 19/32" plywood) plywood) Barcelona 900 2-10d Ring Shank Nails 28.6 41.2 19.4 1-10d Smooth or Screw Shank 5.1 6.8 2.8 Nail 2-10d Smooth or Screw Shank 6.9 9.2 7.3 Nails 1 #8 Screw 20.7 20.7 18.1 2 #8 Screw 43.2 43.2 29.8 1-10d Smooth or Screw Shank 23.1 23.1 19.0 Nail Field Clip) 1-10d Smooth or Screw Shank 29.3 29.3 24.0 Nail Eave Clip) 2-10d Smooth or Screw Shank 27.6 27.6 38.6 Nails Field Clip) 2-10d Smooth or Screw Shank 38.1 38.1 41.8 Nails Eave Clip) NOA No.: 16-0711.01 MIAMMADEcouNTY Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 4 of 7 6 Table 5: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mechanically Attached Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" plywood) plywood) Barcelona 900 2-10d Ring Shank Nails' 33.1 48.1 45.2 1 Installation with a 4"tile headlap and fasteners are located a min. of 2'/i'from head of tile. Table 6: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Paddy Adhesive Set Systems Tile Tile Application M i nipu Etta ment Profile Resistance Barcelona 900 Adhesive' 29.32 1 See manufactures component approval for installation requirements. 2 TILE BONDTm Roof Tile Adhesive; Average weight er add 10.7 0000 ICP Adhesives and Sealants, Inc.'s ICP Adhesives Pol set AH-160; Average weight per paldyrams. ....' •�•• Table 7: Attachment Resistance Expressed as a Moment - Mf (ff0000.fl. '• •• • • for Single Paddy Adhesive Set Systems 0000 Tile Tile Application M1Atmum Attachment . 0 • Profile 'ResistatfCd• ••••• •• •• 0000 Barcelona 900 ICP Adhesives Pol set AH-160 •••••• 66.53 . O• ICP Adhesives Pol set AH-160 38 a4 0000:. 3 Large add placement of 63 rams of ICP Adhesives and Sealants, Inc.'s ICP AdhesivRPo it AH-160. 4 Medium paddy placement of 24 grams of ICP Adhesives and Sealants, Inc.'s ICP AdhesiverPo set Ati=t 0! 0 • Table 8: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Barcelona 900 Mortar Sets 24.5 6 Seespecific mortar manufacturers Notice of Acceptance NOA No.: 16-0711.01 MLAMaDADE couNTr Expiration Date: 04/26/22 Approval Date: 10/27/16 Page'5 of 7 r 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below,or following statement: "Miami-Dade County Product Control Approved". r LABEL FOR BARCELONA 900 TILE (LAKE`VALES FL PLANT 2) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6666 6.1 Application for building permit shall be accompanied by copies of the following:. •••••• •••• • ' 6.1.1 This Notice of Acceptance. *000 : .. • 6.1.2 Any other documents required by the Building Official or applicable bui"no code in order:to ....;. properly evaluate the installation of this system. ""•• 6666 6666.. 6666.. :... 6666. 6666.. • 6666.. 6666.. . .6000. J 1 NOA No.: 16-0711.01 MIAMMDADEWN,COUNTY Expiration Date: 04/26/22 MCI Approval Date: 10/27/16 Page 6 of 7 PROFILE DRAWING r NAIL HOLES OVERLOCK 3 5i8' 17 " 0 0 0 0 000 •0 0000 000000 0 00 0 00 13� 0000.. ':.'.'C , 0000.0 000000 . 0 0 UNDERCOCK `"- - :r 0.00 •0609• ..... 0000. .000 00000 .. .. 0000. 00:0 0 . 0000.. 0 0000.0 ....:. 0.000. BARCELONA 900 CONCRETE ROOF TILE f END OF THIS ACCEPTANCE NOA No.: 16-0711.01 MIAMMDAD,COUNTY Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 7 of 7 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) 1 High-Velocity Hurricane Zone Uniform Permit Application Form. it Section E(Tile Calculations) For Moment based tile systems,choose either Method 1 or 2.Compare the values for M with the values from M,. If the M,values are greater than or equal to the Mr values, for each area of the roof,then the tile attachment method is acceptable. a Method 1 "Moment Based Tile Calculations Per RAS 127" Z (P1� - " x k•3oi' = 07.7 -Mg;7_m=�L�y Product Approval M, 79.3 (P�.ff xX.3ot =-2040)-Mg'7_a =M�ZZ, D Product Approval M, -Z-C-?-7 . (P3'/00.7xX ,3a =-3*, _Mg?-W=Mr3 3'7•3f Product Approval M, Z9 3 I Method 2"Simplified Tile Calculations Per Table Below" Required Moment of Resistance(M,)From Table Below Product Approval M, M;required Moment Resistance` Mean Roof Height 15 20, 25' Roof Slope 30' 40' •.•• 2:12 34.4 36.5 38.2 39.7 *•...* 3:12 32.2 34.4 36.0 • 37.4 '39.8 .00000 • 4:12 30.4 32.2 33.8 •• • .•••:. 35.1 37.3 5:12 28.4 30.1 31.6 32:8 • • • ..34.9 ...... 6:12 • • • • 26.4 28.0 29.4 30.5 0 033 .•*•: •.... 7:12 24.4 25.9 27.1 28.2 •• Sd.p • 'Must be used in conjunction with a list of moment based tiles stems endorsed b the Broward C + and of Rules and y 4w�Sx.PQ � Appeals. y � � � � For Uplift based the systems use Method 3. Compared the values for F'with the values for Fr. If the F'values are gre:fb?Mn or j equal to the Fr values,for each area of the roof,then the tile attachment method is acceptable. • • Method 3"Uplift Based Tile Calculations Per RAS 127" •• (P1:_x L___x w:__)_W: x cos 6_=F„_ Product Approval F' (P2:_x L_=`x w: W;_x cos A_=Fn_ Product Approval F' 1 (P3:_x L___x w: __)-W:i x cos 6_=F�_ Product Approval F' I Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 Mean Roof Height H Job Site I.Roof Slope 8 Job Site Aerodynamic Multiplier Product Approval Restoring Moment due to Gravity M9 Product Approval Attachment Resistance M, Product Approval Required Moment Resistance Ma Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated j Average Tile Weight W Product Approval Tile Dimensions L =length W=width Product Approval All calculations must be submitted to the building official at the time of permit application. 1 15.40 FLORIDA BUILDING CODE-BUILDING,5th EDITION(2014) Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Eliezcr Palacio on Jun 3.2015 10:32:12 AM pursuant to License Agreement.No further reproductions authorized. MIAMFtIAD* D MIAMI-DARE COUNTY PRODUCT CONTROL SECTION It 805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 {BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 ,NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/eeonomv ICP Adhesives and Sealants, Inc. 12505 NW 44"Street Coral Springs, FL.33065 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The tdocumentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be ,used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use 0 of such product or material within their jurisdiction. RER reserves the right to revoke• • thisacceptanc00e,0�' it is determined by Miami-Dade County Product Control Section that this product or material fail?rq meet the requirements ,of the applicable building code. •••••• •'•• •• 0 •0..•• This product is approved as described herein, and has been designed to comply with the"81iida Building Coda • ••0• • • 000.0• including the High Velocity Hurricane Zone of the Florida Building Code. . • • 6000 •• of •.••• 0000•• 0000 • • • 0 *0000* •00•• 0000• •000•• ESCRIPTION: ICP Adhesives Polyset�p AH-160 •• 00 0000.. 0 . 0 • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logq, citX, state artd 41lowint""' statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. 0.. ••• :.000: `0 t ` • '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. ,TERTNIINATION 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. ADVERT ISENIENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done ,in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and ,shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 17-0322.03 Mwr�aawe Courtrr Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 t {ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset' AH-160 as manufactured by ICP Adhesives and Sealants,Inc. as described 'in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polysett" AH-160. f ,PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications ICP Adhesives N/A TAS 101 Two component polyurethane foam adhesive Polyset'AH-160 ICP Adhesives Foam N/A Dispensing Equipment% ••. 000006 0••••• Dispenser RTF10000 .00.04 • � • 44 • .4.444 TCP Adhesives ProPack* N/A Dispensing Equipment•••••• 0000 0000.. 30& 100 ' ` • 4 4 .,.. .. .. 0000. 0000.. 0000 0000. 0000 PRODUCTS MANUFACTURED BY OTHERS: 0000.. Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NQA which lis$attalunent 4••• • resistance values with the use of ICP Adhesives Polyset' AH-160 roof tile adhesive. •00.0; :4000; MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs./ft.' Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perin/Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change cr -40°F.,2 week's +6.0%Volume Change @158°F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NO A No.: 17-0322.03 Muuhao�weeourm Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 'EVIDENCE SUBMITTED: Test Aaencv Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492. SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/J,4"6,. P36700.04.12 ASTM D 1623 . . 04/1$11'2 •••••• P39740.02.12 TAS 101 ��••� 020712. •• TAS 123 • ""'. 0000.. 0000 :0000: Celotex Corp. Testing Services 528454-2-1 TAS 101 0000.' 101h.m: ��••• 528454-9-1 06.66. 0600 • 0000. 528454-10-1 ••6••6 '666.' ...66• 520109-1 TAS 101 0":0: 12/28/98 520109-2 0:000. 520109-3 •'. ' 1 • • 520109-6 520109-7 6• 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset" AH-160 shall solely be used with flat, low, &high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset' AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 MIAMFDADE COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset, AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polysetg AH-160. 2. ICP Adhesives Polyset" AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset"' AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3.' ICP Adhesives Polyset- AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating,Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator'approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants,Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the"A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0(B). 6. ICP Adhesives Polyset' AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF 1000 or ICP Adhesives ProPack'30 & 100 dispensing equipment only. 7. ICP Adhesives Polysetg AH-160 shall not be exposed permanently to sunlight. ••••• 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutC,4fte4lCP A�66es6j6ves Polysetg AH-160 has been dispensed. 660.06 6666;. 9. [CP Adhesives Polyset AH-160 placement and minimum patty weight shall be in accordance with the :6666: 'Placement Details'herein. Each generic tile profile requires the specific placement note I erein. •0 0 6666 .. .. 6666. 6666.. 6666 6666. 6666.. 6666.. NOA No.: 17-0322.03` MIAMMADE COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Y Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low, High All Eave Course 17-23 sq.inches 45-65 � Profiles Y Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 Hijh Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two-Piece Barrel (Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 o ams per bead edge) 20-25 sq. inches each bead Two Piece Barrel(Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan . . .... ...... LABELING: • Alla roved products listed herein shall be labeled and shall bear the imprint or identifiable �r••o of the•• ...... pp p p m.��4� manufacturer's name or logo and following statement: "Miami-Dade County Product Control Ajypved" or jhe Njiami-;••••; Dade County Product Control Seal as shown below. ..... .. ...... .... ..... .. .. .... ...... . . . . ...... BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the inslallation of this ' system. •• Y NOA No.: 17-0322.03 MIAMI•DADE COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL# 1 Mad th"OuglsplasUccmwnt Paddy SanaaslcT Q Flat/Low Profile Tile htt.reyurr.4 �� -,` !i .i ti Una«'"►"'«" ?+ ``,t6 1. Starting at the eave course,apply a minimum 2" 50.8 mm x 10" 254 mm x 1" 25.4 mm foam �. ( ) ( ) ( ) paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. I�1tr�C1S optrnnaf ° �� E".courr• �_ ,i; ✓` 2. Continue in same manner. Insure approximately 17 X, (109.7 cm')—23 (148.4 cm-)square inch adhesive r� �`="��+4.��,-�`�,`4•� � �,f'` contact with the underside of the tile. r g in. y�,1 , Fascle � r EireCr"un. Medium Profile/ Double Pan Tile faail through p4v*cemerst (when cerArireRll 1. Starting at the eave course,apply a minimum 2" (50.8 mm) x 10"(254 mm) x 1"(25.4 mm) foam paddy onto the underlayment positioncTeVs.hown under the pan portion of 46�itaclosest to the • ~ overlock of the tile being het,•• •••••• •••• • IQ rn. 2irr.wfdi - 2. Continue in same manner..kvure approximately 1Z" fattens ap#i�ai � �,•�,,` .t • • • • (109.7 cm-), —23 (148.4 cr',}square inek a4esive••9..• contact with the underside QFtile. ••••• 06:99 Eatie Gwrso l ' �—Fascia • • • • • Mail 11woughplassi4c�epwgr.� High Profile/Single Pan Tile ;when rcqurred? •'-` �'Pic1'fY IBYn.Ylh Til«f 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10"(254 mm)x 1"(25.4 mm) foam paddy onto the underlayment positioned as shown toin.. `ti^ L�• under the pan portion of the tile closest to the 21n.wkly overlock of the tile being set. ,'`.�4 r "�.—.-r•�+,�,�_v mak. Miens ` `~ ~ `�`_/ l 2. Continue in same manner. Insure approximately 17 , -.NZ �\ �.�� .' (109.7 cm`,)—23 (148.4 cm-) �T square inch adhesive contact with the underside of the tile. ill gave Caursr ��„4 ► ` ' f Fas.9a F4"cfosowe lDrip edge NOA No.: 17-0322.03 MLAMI-D DE COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 1 L ADHESIVE PLACEMENT DETAIL##2 VAiAt.4roughPrAmiccrment `padcfy(gwnoathTlol Flat/Low Profile Tile #wKert rCrirattadl ,f'-... 7lndur>ia ntut j'�f'y 4 tr r 1. Starting at the eave course, apply a minimum 2"(50.8 mm)x 10"(254 mm) x 1" (25.4 mm) foam paddy 4 ;j onto the underlayment positioned as shown under the strengthening rib of the tile closest to the Overlock of ,� � } .� \ 'N � the file being set. Insure approximately 17 (109.7 cm2) -23 (148.4cm2) square inch adhesive contact with the E�46caursaF' `� �- underside of the tile. ' 2. At the second course, apply a minimum 2"(50.8mm) A, -Z x 7"(177.8 mm)x 1"(25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the Overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm-)- 12 (77.4 cm'-) square inch adhesive contact with the underside of the tile. . . .... ...... Medium Profile/Double Pan' ile •• •• Mail through piastie mMort • • • • iwhers rrrptim-di 600:06. 0 0 0 000000 \1, '_'`'t _ PasdyiBonesahiilej 1. Starting at the eave course,apprya minimuril 2"(50.$6666; mm) x 10"(254 mm) x I" (2504$un)foam paddy • Unrf�rta nt > � •• • 66666 onto the underlayment positio•ned as shown••under the • • pan portion of the tile close,§l;,tgagm overl'Mf the ::::aa tile being set. Insure approl"g4 17(109.7 cm2)- 6 7� `'� 23 (148.4 cm2) square inch adhesive contact with the**..:. `� yti1 underside of the tile. :•••6• • l><attr_ns apinonal � '� %-,r • • • •••••• P "\^-\ `�� 2. At the second course, apply a minimum 2"(;00 1°��- _'_ in x 7" (177.8 mm) x 1"(25.4 mm) foam paddy onto the Ewa Clowns underlayment positioned as shown under the pan Fascia portion of the the closest to the Overlock of the tile f being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14(90.3 cm-) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 MIAMMADE COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 1I ADHESIVE PLACEMENT DETAIL #2 (CONTINUED) Mail thmughpfasuc;gyrnr� High Profile/Single Pan Tile (when requ iredl �( ?.dam(3ymw.+ha Ti�r7 1. Starting at the eave course, apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the Tom ' ✓ ; tile being set. Insure approximately 17 (109.7 cm')— 4 z In. . - 23 (148.4 cm') square inch adhesive contact with the Battens aptioi�al �� ;� ,, `ti z underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) If Eay^Cal t r y Fascia x 7"(177.8 mm)x 1"(25.4 mm) foam paddy onto the underlayment positioned as shown under the pan I R �, - ='R^ portion of the tile closest to the overlock of the tile °w°edge being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm') - 19 (122.6 cm') square inch adhesive contact with the underside of the tile. . . .... ...... 0:411:4100 00 All % .... .. .. ..... ...... .... ..... .. .. .... ...... . . . . ...... •• . •00 • a } NOA No.: 17-0322.03 MIAMI-DADE COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of It ADHESIVE PLACEMENT DETAIL#3 mil through plastic cement Paddy{between tiles} (when required'\ j 1. On the eave course only, apply a minimum 2" (50.8 Battens optional jl mm)x 10" (254 mm)x 1" (25.4 mm) foam paddy 1 Paddy[undert9e3 onto the underlayment positioned as shown, under .; singlepamyg the strengthening rib for flat tile or under the an e on top of We -'t b o p portion of the tile for low or high profile tile closest ` to the overlock of the tile being set. Leave xainunbpad -" _ approximately 4" (10 1.6 mm) up from the eave Singrepaddy - '�., edge free of foam to prevent the expanded adhesive �11°' `1ay"te1t 2"4'n ._ ' from blocking the weep holes. Insure •�,�'�'!� approximately 17-23 in- 109.7-148.4 cm' of adhesive contact with the underside of the the Fascia --EalteflOSlre 2. Apply a 4" (101.6 mm) x 4" (101.6 mm)x 1" (25.4 mm) foam paddy onto the underlayment just below FlatlLowProfile Tile the second course line positioned foam paddy under the strengthening rib for flat tile, or under the ro Nadthughplastic cement Single paddy ander We pan portion of the tile, closest to the underlock for (when required) Paddy[betweentifesl the second course the to be installed. Insure approximately 8-9 in'(51.6-58.1 cm24U`hUesive Battens Pad •••• •••••• opfiDnalF dy(under toe) contact with the underside o€floe tile. Wigle paddy' •••••• an top oftle �� ,�, __�� (Instructions continued on neCt�gge) • • • • • • • • • z s irt. X4 in. s�nglepaddyan0.000 yet underta • • • • �� •r^ •• •• •••• •••••• •i•••• ' Eave Closure •••• i ••• • i••••. Eave Course Fascia •• i Medium Profile Tile NO A No.: 17-0322.03 Mu►MMADeeOUNLiggaorne n Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL #3 (CONTINUED) Maft through pfastic c7pent�`Single paddy under We (when required) c7 3. Also apply a 2" (50.8 mm)x 4" (101.6 mm) x'/�" Paddyfbetweeoutesl (19 mm)paddy on top of the eave course tile Bat enna£i ,^• Paddy(under tilel surface as shown, on top of the strengthening rib optifor flat tile or on top of the pan portion of the tile, .e ~'` oil ! closest to the underlock of the first course of tile. sEng] ,O / Install second course of tile. Insure approximately A 4zain. 9 (58.1 cm2) - 11 (71cm') square inch adhesive �xa� contact with the underside of the tile at the overlap paeon #` `-*" and 7(45.2 cm-) -9 (58.1 cm') square inch MP 0 �e—"" �� _, adhesive contact with the underside of the the at the head of the tile. Continue in same manner. E3 a Course r Fascia !_ Weephoie loin. Z in. Ewe closure Drip edge High ProflleTite •Y•• • • •••• •••••• •••••• •• • •••••• • • • • • i •••••• •••• 90009 0 •• •f 999 9999•• • • s • 9999•• • • • 9999•• f •• 00 0 G NOA No.: 17-0322.03 MuuhMaDe couN7Y Expiration Date: 0 /10/22 Approval Date: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel (Cap and Pan)Tile r I. Starting at the cave course, apply a minimum 2" 11 Place enough adhesive to achieve 65 to 70 sq in. Steep pitch applications � in contact with the pan tile. (when required) (-0.8 mm)X 10"(254 mm) X 1 (25.4 mm) foam 2)Turn covers upside down.Place adhesive in paddy onto the underlayment positioned as to 1 in.from euttieedgeoftovertile. l Then install the tile.Ensure 20 to shown under two adjacent pan tiles. Support cave 25 sq.in.contact area. �° tiles from rocking until adhesive has a chance to Underlayment ty �; ' cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm')—70(451.6 cm) square inch adhesive contact with the underside of the pan tile. Sheathing Eave closure t- (motarshown) 3. Turn covers upside down exposing the underside Weephole Fascia Board of the tile. Apply a minimum 1" (25.4 mm)x 10" (254 mm) bead of adhesive directly on the inner Remove top portion of the eave course cover tile.Abut to second course of edge of each side of the cover tile. Leffe• pan tiles.Ensure eave end of pan and cover tiles are flush at eave line. approximately 3/4"(12 meeto 1"(�4 4m) 000%e Two Piece Barrel-High Profile Tile from the outside edge ofthe tile, inw`acd,*free of •• foam to allow for exp�n*,s4�.• • • ...... 4. Turn cover tile over atl?4"aln is ap;Vd ind ..... place onto pan tile course.ekwure a tiii>rlum of••:..' 20 (129 cm'-) -25 (16 k3�)square inoh• **see* contact area on each sW41!`J:1e cover tyle to the •. pan tile. Continue in s1me m'hnner.;Ta igaway •••••• any cured exposed foam adhQsive. pointing of :00041: longitudinal edges of the cover tiles ara• considered optional. 5. When additional nailing is required, 2"(50.8 mm)X 4"(101.6 mm)nailers or the tie wire system using galvanized,stainless steel,or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 17-0322.03 MIAMI•DADE COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11