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RF-18-231 Perm>:two, FBF-1-1$-231 5HO1iS y�� Miami Shores Village Permit Type:Roof 'Pe 't 4. 10050 N.E.2nd ANE venue r I Worts Classification:Tile Miami Shores,FL 33138-0000 Permit Status:APPROVED Phone: (305)795-2204 F><OR7D4` issue Date:-2/7/2018 Expiration: 08/06/2018 Project Address Parcel Number Applicant 746 NE 94 Street 1132060141660 Miami Shores, FL 33138- Block: Lot: WILLIAM ARNOLD Owner Information Address Phone Cell WILLIAM ARNOLD 746 NE 94 Street MIAMI SHORES FL 33138-2915 Contractor(s) Phone Cell Phone Valuation: $ 4,800.00 J M ROOFING PROFESSIONALS INC (305)825-2128 ' Total Sq Feet: 400 a Type of Work:Re Roof Available Inspections: Additional Info:NEW ADDITION TO TILE Inspection Type: Classification:Residential Scanning:3 Up Lift Report Tin Cap I Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.00 Invoice# RF-1-18-66272 DBPR Fee $3.75 01/30/2018 Credit Card $50.00 $228.25 DCA Fee $2.50 Education Surcharge $1.00 02/07/2018 Credit Card $228.25 $0.00 Notary Fee $5.00 Permit Fee-New Roof $250.00 Scanning Fee $9.00 Technology Fee $4.00 Total: $278.25 9 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 constructs and zoning. Futhermore, I aut rize the above-named contractor to do the work stated. February 07, 2018 Authorized Si nature:Owner / Applicant / Contractor / Agent Date Building Department Copy February 07, 2018 1 11 cc i 1 7 w Miami Shores Village RECE ,202 Building Department JAN 3, �\ 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 \J p X INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit NoAc 1-159 2 PERMIT APPLICATION Sub Permit No.V_4:7 1 S —231 BUILDING F-1 ELECTRIC VROOFING M REVISION EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP tt ^^ CONTRACTOR DRAWINGS JOB ADDRESS:-1 4 W City: Miami Shores /I^,County: Miami Dade Zip: Folio/Parcel#: 1 1--2)���' �-1'" (0(0 Q Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type:.��Flood Zone: BFE: `p✓ FFE: OWNER:Name(Fee Simple Titleholder):W 11i Ik M 1&A_V dd I " i CJV= Address—Au s �k u N'E,A A City:rl vl I (A M1 1S\Y 10"(,.P— State: -1 Zip {J a Tenant/Lessee Name: Phone#: Email: ��C �Q CONTRACTOR:Company Name:\1_� �1 �1N }'LJ�) U1 �+ Phone#:&)�J�S Address:�1� y/ �� S� eta n City: VhQu {�Y�t` n State: � Qualifier Name:_VU U l , C 1 � Phone#__3DQW6p_\a-� State Certification or Registration#: UT 3;k5_:3__j 1^J Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this ermit:$ A ���� .dy Square/Linear Footage of Work: !�Aw ll Type of Work: L Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work:�,� Specify color of color thru tile: Submittal Fee$S;70'o0i `'Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ n TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing,information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with on estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature v C/' 1/ Signature OWNER or AGENT 0ONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 3(0 day of 20 by day of y) yq .20 \ by CJ—X l of s personally known to �\2 0 C6,who is personally known to me or who has produced 3fL� rD01 V< `.S as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: 1111 Ilrr/// Sign: Sign: ` `,°....F i Print: Z'S��2020 S ••°b0�y s Print C gl�wj Fi} Seal: 16- �¢;o IN .E%U- Seal: cW Commission#00003833 f Expires:June 20,2020 i y �,,� °•°• 0.4 Y,�',` ���„�.,,� Bonded thru Aaron Notary low APPROVED BY )C� I Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) SNon F t ed P RLDp' SECTION 1524 HIGH VELOCITY HURRICANE ZONES-REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope.As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations.Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor..The owner's initial in the designat d space indicates that the item has been explained. 2. �� Renailing wood decks: When replacing roofing,the existing wood roof deck may have to be ren tled in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 4. Exposed Ceiling: Exposed,open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance;therefore, roofing nail penetration of the underside of the decking may not be acceptable.This provides the option of maintaining the appearance. 6. Overflow scuppers(wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. &I/t.-J (L--td 0 k I Owner/Agent's Signature Date C tractor gnature Date -4�0 N Z/ �ih S�- Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; t `ShoREs`�� Miami shores Village �.. J Building Department °n' ,•` 10050 N.E.2nd Avenue �!"rpji{pA Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: �� 31A� 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: 1 A%mr4 e ' Property Address: Roofing Permit Number: Dear Building Official: i W, /Oct�t ct o4 4 y &o td certify that I am not required to retrofit the roof to wall connections of my building because: &(The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please•attachproof-of:ad) Valorem taxation. ❑The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of 2�t 4gS10N FOIA•• /��i Notary Public, Sate of Florida at Large Q:o���rs,20?0�9N;•* • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$ j800:00,art>g dit constructed with FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall cont ri•U. . 'ic cc��' Revised on 5/21/2009 ,''''' 414111111h Date CERTIFICATE OF LIABILITY INSURANCE 1/2/2018 Producer: Plymouth Insurance Agency This Certificate Is issued as a matter of information only and confers no 2739 U.S. Highway 19 N. tights upon the Certificate Holder. This Certificate does not amend,extend Holiday, FL 34691 or alter the coverage afforded by the policies below. (727)938-5562 Insurers Affording Coverage NAIC# Insured: South East Personnel Leasing, Inc. &Subsidiaries Insurer A: Lion Insurance Company 11075 2739 U.S. Highway 19 N. Insurers: Holiday, FL 34691 Insurer C: Insurer D: l Insurer E: Coverages The policies of insurance listed below have been issued to the insured named above for the policy period indicated. Notwithstanding any requirement,tern or condition of any contract or other document with respect to which this certificate may be issued or may pertain,the Insurance afforded by the policies described herein is subject to all the terms,exclusions,and conditions of such policies. Aggregate limits shown may have been reduced by paid claims. INSR ADDL Policy Effective Policy Expiration Limits LTR INSRD Type of Insurance Policy Number Date Date (MM/DD/YY) (MM/DD/YY) GENERAL LIABILITY Each Occurrence Commercial General Liability Damage to rented premises(EA Claims Made 0 Occur occurrence) Med Exp Personal Adv Injury, eneral aggregate limit applies per: Policy ❑Project 11LOC General Aggregate Products-Comp/Op Agg AUTOMOBILE LIABILITY Combined Single Limit" (EA Accident) Any Auto Bodily Injury All Owned Autos (Per Person) Scheduled Autos Hired Autos Bodily Injury Non-Owned Autos (Per Accident) t Properly Damage (Per Accident) EXCESS/UMBRELLA LIABILITY Each Occurrence Occur ❑Claims Made Aggregate Deductible A Workers Compensation and WC 71949 01/01/2018 01/01/2019 x wC State + OTH- Employers'Liability to Limits ER Any proprietor/partner/executive officerlmember E.L.Each Accident' $1.000,000 excluded? NO E.L.Disease-Ea Employee $1.000,000 If Yes,describe under special provisions below. E.L.Disease-Policy Limits I 51,000,000 other Lion Insurance Company is A.M.Best Company rated A(Excellent). AMB#12616 Descriptions of Operations/LocationsNehicles/Exclusions added by Endorsement/Special Provisions: Client ID: 93-68-001 Coverage only applies to active employee(s)of South East Personnel Leasing,Inc.&Subsidiaries that are leased to the following"Client Company": I I.M.Roofing Professionals,Inc. Coverage only applies to injuries incurred by South East Personnel Leasing,Inc.&Subsidiaries active employee(s;,while working in:R- Coverage does not apply to statutory employee(s)or independent contractor(s)of the Client Company or any otter entity. A list of the active employee(s)leased to the Client Company can be obtained by faxing a request to(727)937-2138 or by calling(727)938-5562. Project Name: ISSUE 06-23-17(TD) Bealn Date 1120/2014 CERTIFICATE HOLDER CANCELLATION VILLAGE OF MIAMI SHORES Should any of the above described policies be cancelled before the expiration date thereof,the issuing insurer will endeavor to mail 30 days written notice to the certificate holder named to the left,but failure to BUILDING DEPARTMENT do so shall impose no obligation or liability of any kind upon the insurer,its agents or representatives. 10050 NE 2ND AVENUE MIAMI SHORES, FL 33138 ° ,..,.✓`^��' r�-•----- ACQRa� CERTIFICATE OF LIABILITY INSURANCE DATE(Mk1/DD/YYYY) 01!24/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT N Jessica Perez IPC Insurance of Florida LLC PHONE FAX (305 273.4530 c Noll: (305)273-4409 10481 SW 88TH ST STE D204ADDRFS'MAlLa. jessica@ipcfl.com MIAMI,FL 33176-1528 INSURERS AFFORDING COVERAGE NAIC/ Phone (305)273-4530 Fax (305)273-4409 INSURER A: Endurance American Insurance Company INSURED INSURER B: J.M.Roofing Professionals,Inc INSURER C: 1779 West 37th St.,Bay#17 INSURER D: INSURER E: Hialeah,FL 33012 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADD UBR POLICY EFF POLICY EXP LTR POLICY NUMBER MMIDD MWDD LIMITS © COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000.00 ❑ CLAIMS-MADE © OCCUR DAMAGE TO RENTED 100,000.00 PREMISES Ea occurrence $ A ❑ CBC20000678700 08/20/2017 08/20/2018 MED EXP(Any one person) $ 5,000.00 PERSONAL 6 ADV INJURY $ 1,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000.00 ❑ POLICY ❑ JET ❑ LOC PRODUCTS-COMP/OP AGG $ 2,000,000.00 ❑ OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea ac'deM ❑ ANY AUTO BODILY INJURY(Per person) $ ALL OWNEDSCHEDULED BODILY INJURY Per accident $ ❑ AUTOS ❑ AUTOS ( ) NON•OWNED PROPERTY DAMAGE HIRED AUTOS ❑ ❑ AUTOS Per..dem $ $ ❑ UMBRELLA LIAB ❑OCCUR EACH OCCURRENCE $ ❑ EXCESS UAB ❑CLAIMS-MADE AGGREGATE $ DED RETENTION $ WORKERS COMPENSATION PEROTH- AND EMPLOYERS'LIABILITY Y/N rATUTE ER ANY PROPRIETOR/PARTNER/EXECUT E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under E.L.DISEASE-POLICY LIMIT DESCRIPTION OF OPERATIONS below $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Stheduls,if more space Is roquired) CONTRACTOR LICENCE#CCC1325770 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Building Department ACCORDANCE WITH THE POLICY PROVISIONS. �J`'��' 10050 NE 2 AVE AUTHORIZED REPRESENTATIVE Miami Shores,FL,33138 Z�" �I�" — m 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101)QF The ACORD name and logo are registered marks of ACORD RICK SCOTT,GOVERNOR KEN LAWSON.SECRETARY - _ STATE OF FLORIDA "DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CCC1325770'_ . ti The ROOFING CONTRACTOR Named below IS CERTIFIED �7. - Under,the provisions of,Chapter 489 FS• Y" •.. Expiration date AUG 31,""2018 CANIZARES•JUAN CARLOS�� � J M ROOFING PROFE_SIONALS INC, IN, 19334 4 ST.:r 19334 SW 4 ST 'PEMBROKE•PINES w FL 33029-,0 { e^IssUED, oana2016 DISPLAY AS REOUIRED BY LAW SEGS LIGN1000013 e 012518 , tea-• — - � � _ i Local Business Tax Receipt Miami—Dade County, State of Florida THIS IS NOT A BILL-00 NOT PAY City of I li;ticalt 6678020 LBTALEAH ``i"•°'• Business Tax Receipt 2017-18 17-18 BUSINESSNAME/LOCATION RECEIPT NO. EXPIRES J M ROOFING PROFESSIONALS INC RENEWAL v"238160-4 (OLD-1761-452) n„".",: $ 150.00 SEPTEMBER30, 2018 the,ur ",,I:rm,"a,,,,,ti,lcd bcr 1lbcI „C.,,.,,,,•,,,,,, I.. ,,.•:,,,,,,,,",,,I�nw 1",,,,", , tluv1.,,lgcc,:u lbc 1779 W 37 ST BAY 17 7153182 Must be displayed at place of business „hl :"uI n•"'"ti......n"'r 1y J I lialc;di,I HIALEAH FL 33012 MARIA 1 nn q<i 11 IN I xI u,M u IN,.rhr,11 Pursuant to County Code ,, 7"••47dru„r„ !<oo£i ng Con tr:,cl:ori Chapter BA-Art.9&10 " � n 7 f. - C J M ROOFING PROFESSIONALS, INC. OWNEX59 w 34 ST R ,:SEC.TYPE OF BUSINESS ' PAYMENT RECEIVED HIALPIAH, NL 33012 J M ROOFINGPROFESSIONALS INC 196 SPECIALTY BUILDING CONTRACTOR BY TAE COLLECTOR I T/9 w r, aT 17 JUAN CARLOSZANIZARES'QUALIF1ER CCC1325770 c $45.00 07/12/2017 Workers) 1 1' vhd:mb, r.., 4212$2 CREDITCARD-17-047036 _ '1'gie 64 N01:A rcrr./. Sbis Local Business Tax Receipt only confirms payment of the local Business Tax.The Receipt is nota license, paresk,or a certification of the holders qualifications,to do business.Holder must comply with any governmental or nonpwentmertbi regulatory laws and requirements which apply to the business. —The RECEIPT NO.above must be displayed on all commercial vehicles-Miami-Dade Code See So 276. ^� For more information,visit www.miemidade.aoyQpXg Ip IectQr l i 100, RECEIVED ROOF ASSEMBLCND EWE vall E 4N I F tLl JAN 3 0 2018 Florida Building Code 5th Edition (2014) �i:.0� 4�' o �C \�P H gh-Velocity Hurricane Zone Uniform Permit Application Fo ( �" W ��,c�ni --1 Section A(General Information) ; st�rermlt;No..I�V 1 2 Process No.ac, 9��� ' 1 J Contractor's Name d's 1 Address � 1 Job Address �~L�D ,0 1 ROOF CATEGORY / 1 ❑ Low Slope ❑ Mechanically Fastened Tile Mortar/Adhesive Set Tiles 1 I ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes 1 ❑ Prescriptive BUR-RAS 150 0000 1 ROOF TYPE13( '....' ...... 1 New roof ❑ Repair 1 Maintenance ❑ Reroofing ❑ 4mme*�ng •• 1 ...... ......1 ROOF SYSTEM INFORMATION ` ...;.. . •••• Low Slope Roof Area(SF)0�, Steep Sloped Roof AREA(SSF)� Total(SF,)AW IL ' Section B (Roof Pian) Sketch Roof Plan: Illustrate all levels and sections,roof drains,scuppers,overflow scuppers and avecflow drains.Include diel;•1 sions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets.•.•.•. •• • 1 � 1 1 1 1 � 1 1 1 1 1 i 1. 1 1 1 i t i i 1 FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) 15.37 Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Eliezer Palacio on Jun 8,2015 10:32:12 AM pursuant to License Agreement.No further reproductions authorized. 1 r ROOF ASSEMBLIES AND ROOFTOP STRUCTURES i Florida Building Code 5th Edition(2014) 1 High-Velocity Hurricane Zone Uniform Permit Application Form. i 1 1 1 Section C(Low Slope Application) Top Ply Fastener/Bonding Material: 1 Fill in specific roof assembly components and identify 1 1 manufacturer Surfacing: 1 1 (If a component is not used,identify as"NA") Fastener Spacing for Anchor/Base Sheet Attachment: 1 1 1 System Manufacturer: Field: "oc @ Lap,#Rows1 @ "pc 1 1 1 Product Approval No.: Perimeter: "oc @ Lap,#Rows—@ "oc 1 1 1 Design Wind Pressures, From RAS 128 or Calculations: Corner: "oc @Lap,#Rows @ .0c 1 1Number of Fasteners Per Insulation Board: 1 1 P1: P2: P3: 1 1 Corner 1 Max. Design Pressure,from the specific product Field Perimeter Co,•••• 1 approval system: III trate Components Noted an j Delft as AppliL'i;�le: '•o e 1 Deck: Woodblocking, Gutter, Edge Teat latio1h,Stri 9 dpir3g,�Iashing, 1 ontin ous Cleat,Cant Strip,Baseflashing,Obunterflashing,•V•• 1 Type: C ' Etc. 0.0 0 0 0 1 0 0 I Ica Mean Roof Height, Pa 0•410*: 1 GaugelThickness: 9 Parapet 4-lei ht, Height of Base • lashing, Component Material, I�telerieT Thickness,•Fastenet•,•• 1 Type, Fastener Spacing or Subrvil Memfactur4"Retails that•800• 1 Slope: omplywith RAS 111 and Chapter 016.• •:...0 ..4.�. 1 Anchor/Base Sheet&1 No.of Ply(s) :Go:*: 1'0 00;000 0...00 1 Anchor/Base Sheet Fastener/Bonding ten 1 Insulation Base Layer. FT { 1 1 1 1 Base Insulation Size and Thickness: ; Parapet 1 Height 1 Base Insulation Fastener/Bonding Material: 1 1 1 1 1 ' 1 Top Insulation Layer: FT. 1 1 � 1 Top Insulation Size and Thickness: Mean 1 1 Top Insulation Fastener/Bonding Material: Roof 1 1 Height 1 Base Sheet(s)&No.of Ply(s): 1 1 1 Base Sheet Fastener/Bonding Material: 1 1 1 ' Ply Sheet(s)&No.of Ply(s): 1 1 1 Ply Sheet Fastener/Bonding Material: 1 1 1 Top Ply: 1 1 1 15.38 FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) ! Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Eliezer Palacio on Jun 8,2015 10:32:12 AM pursuant to License Agreement.No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) 9 • High-Velocity Hurricane Zone Uniform Permit Application Form 1 1 Section D(Steep Sloped Roof System) 1 �rGt.� --�►I-� 1 Roof System Manufacturer: , Notice of Acceptance Number:J U 0 1 `1 • l'�j 1 Minimum Design Wind Pressures If Applicable(From RAS 127 or Calculations): P1: 01 - 1 P1:��_I— P1: 1w 711 ?YQCIuc+ "00VC0 = 3Pfd pr �0 o 904=xn 1 1 Deck Type: 5I Q 1 . 1 Type Underlayment: ,3� PCS ` , 1 Rf Slope:12 0•*• 1 • Insulation: Nl�— .'. "" 00409 .. . 0 - •0000• , 000000 0 ...�.. Fire Barrier: ...••• • 0000 ..1.. n0c, ...t. RidgeVe ilation? Fastener Type&Spacing: �d%)RIVU .0 0 •:1•' �1 ..�.. Adhesive Type: N ..d:• 0000.. Type Cap Sheet: ��1•••'`� ••• •••;• t Mean Roof Height: Roof Covering: Type&Size Drip 9r^ � Edge: ' II 1 ' t i FLORIDA BUILDING CODE--BUILDING,5th EDITION(2014) 15.39 Copyright to,or licensed by,CCC(ALL RIGHTS RESERVED);accessed by Eliezer Palacio on Jun 8,2015 10:32:12 AM pursuant to License Agreement.No further reproductions authorized. r ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) 1 1 High-Velocity Hurricane Zone Uniform Permit Application Form. 1 1 1 Section E(Tile Calculations) 1 For Moment based tile systems,choose either Method 1 or 2. Compare the values for Mr 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. 1 Method 1 "Moment Based Tile Calculations Per RAS 127" 1 (P1:301-1x l3LS=I!&-Mg--1 Mrta Product Approval M, 1 (P2�xk_;]S=2,L%)-Mg:!--V-2-=M21-"3 Product Approval M, 1 (P31V0-k� =3L7�-'Mg'AQ2.,-Mr37A.I Product Approval M,3 1 Method 2"Simplified Tile Calculations Per Table Below" , 1 Required Moment of Resistance(M)From Table Below Product Approval M, 1 Mr required Moment Resistance` 1 Mean Roof Height 1 Roof Slope 15' 20' 25' 30' 40' .• ••. . . .. ...... 1 2:12 34.4 36.5 38.2 39.7 •42.2 •• 1 3:12 32.2 34.4 36.0 37.4 39.8 ••••% 4:12 30.4 32.2 33.8 35 •••• 37.3 �••••� 1 12 28.4 30.1 31.6 2.8 ... 34.9 , . •99 ..... 1 6:1'2\ 26.4 28.0 29.4 30.5 • • 10032.4 •• 00000• 1 7:12 24.4 25.9 27.1 28.2 30.0 •• 6606:6 1 'Must be used in conjunction wit a list of moment based tile systems en rsed by the Broward Coun1•y Board of Rules and•••:• 1 Appeals. •••••• 1 For Uplift based file systems use Metho Compared the values for with the values for Fr. If the F•valdes aregtGQt1't than dr •••' equal to the Fr values,for each area of the %%t n he file attach nt method is acceptable. .. . 1 1 Method ased TCalculations Per RAS 127" (P1: x L = x w:_ )-�W: 0 =Fr, Product Approval F' 1 (P2: x L = x w:_ )-W: x co =F2 Product Approval F' 1 (P3: x L = x w:_ )-W: x so =F Product Approval F' 1 1 Where to Obtain In mation 1 Description Symbol Where to find 1 Design Pressure P1 or P2 or P3 127 Table 1 or by an engineering analysis pre- pare y PE based on ASCE 7 1 Mean Roof Height H Job Site 1 Roof Slope 8 Job Site 1 Aerodynamic Multiplier Product Approval 1 Restoring Moment dueGravity M9 Product Approval 1 Attachment Resis M, Product Approval 1 Required Momgg Resistance Mg Calculated 1 Minimum Att hment Resistance F' Product Approval 1 Required Uqtift Resistance Fr Calculated 1 Average Til Weight W Product Approval 1 Tile Dime ions L =length W=width Product Approval 1 All calculations must be submitted to the building official at the time of permit application. i 1 15.40 FLORIDA BUILDING CODE-BUILDING,5th EDITION(2014) + t ' I 1 , Copyright to,or licensed by ICC(ALA.RIGHTS RESERVED);accessed by Eliezer Palacio on)un 8,2015 10:32:12 AM pursuant to Ucensc Agreement.No further reproductions authorized. 1 J MIAMa MIAMI-DADE COUNTY r Em PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORV AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Floiida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy Boral Roofing,LLC 7575 Irvine Center Drive,Suite 100 Irvine,CA 92618 f 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 tke riol to have this• &6**:* • product or material tested for quality assurance purposes.If this product or material fails to petfornt in th(:ggq*Jed • manner,the manufacturer will incur the expense of such testing and the AHJ may immediatel f%?dke,mddify,or ••0 0• suspend the use of such product or material within their jurisdiction. RER reserves the right 16140ke this acceptance,%o o o: if it is determined by Miami-Dade County Product Control Section that this product or materiaf rails to meet the: • 04.410 ,00 •• r000• requirements of the applicable building code. • This product is approved as described herein,and has been designed to comply with the Flo�•2•••ldin •••• •••• P PP � $n P Y rid &d g .• 0000.. including the High Velocity Hurricane Zone of the Florida Building Code. 0000., •• 000000 DESCRIPTION: Saxony 900 Concrete Roof Tile • . . 0000.. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement:"Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.13-0723.05 and consists of pages i through 8. The submitted documentation was reviewed by Alex Tigera. CMADECOUNTY NOA No.: 16-0711.05 MIAMExpiration Date: 04/26/22 Approval Date: 09/29/16 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Cateeory Roofing Sub-CatQorv: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) 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 Manufactured by Test Product 0000 Applicant Dimensions Specifications Description '0000' •....• Saxony 900-Slate Length= 17" TAS 112 Flat profile,interlocking,hipressure&tsadad '. Width= 13" concrete roof the with two naINIoles. For direct deck=""' thickness= 1-5/32" batten,mortar set or adhesiv;-sjtapplications. � �•••• Saxony 900 Length= 17" TAS 112 Flat profile,interlocking,higltptiessure e_*011e6 ••••• Split Shake Width= 13" concrete roof tile with two fidOVIes. FQf df tjt deck*,•••• thickness= 1-9/32" batten,mortar set or adhesitt stf applicattM: Top surface produced with 4 direrenlconfigurations: '. 1. Complete the brushed ' :•••:• 2. Right half brushedjjkd�vo in dra*%ving� •••• 3. Left half brushed • 4. No brush Saxony 900-Shake Length= 17" TAS 112 Flat profile,interlocking,high-pressure extruded Width= 13" concrete roof tile with two nail holes. For direct deck, thickness= 1-9/32" batten,mortar set or adhesive set applications. Trim Pieces Length:varies TAS-112 Accessory trim,boosted Barcelona,concrete roof Width:varies pieces for use at hips,ridges and rakes. varying thickness r NOA No.: 16-0711.05 MiaMMADe courrrr Expiration Date: 04x16/22 Approval Date: 09/29/16 Page 2 of 8 . f 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales,FL ' 2.2 EVIDENCE SUBMITTED: Test Aaency Test Identifier Test Name/Report Date The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering,Inc. TAS 101 (Adhesive Set) The Center for Applied 25-7183-6 Static Uplift Testing TAS 102 Feb. 1995 Engineering,Inc. (2 Quik-Drive Screws,Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing TAS 102 Feb. 1995 Engineering,Inc. (2 Quik-Drive Screws,Battens) The Center for Applied 25-7214-1 Static Uplift Testing TAS 102 March, 1995 Engineering,Inc. (I Quik-Drive Screw,Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing TAS 102 Mawht 4995 Engineering,Inc. (1 Quik-Drive Screw,Battens] •••• •••••• The Center for Applied Project No.307025 Wind Driven Rain Q4.1294 • Engineering,Inc. Test#MDC-77 TAS 100 "':" ""'• Redland Technologies 7161-03 Wind Tunnel Testing Dec.*991 •: .... Appendix II&III TAS 108(Nail-On) •••• •• •' ••••• Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Mg.'1994 ..... TAS 108(Nail-0n) Redland Technologies P0631-01 Wind Tunnel Testing •• July 1994 • TAS 108(Mortar Set) :00000 Redland Technologies P0402 Withdrawal Resistance Testinegt •; Sept. 1.993 ;••••; screw vs.smooth shank nails *00000 Atlanta Testing& R1.894/R2.894/R3.894 Physical Properties Aug. 1994 Engineering,Inc. TAS 112 Celotex Corporation 520109-1 Static Uplift Testing Dec. 1998 r Testing Service 520111-4 TAS 101 Celotex Corporation 520191-1 Static Uplift Testing March 1999 Testing Service TAS 101 Walker Engineering,Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering,Inc. Evaluation Calculations 25-7584/25-7804b-8/25-7804-4&5 December 1996 25-7848-6 Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering,Inc. Evaluation Calculations Aerodynamic Multipliers 09/01/16 Walker Engineering,Inc. Calculations Two Patty Adhesive Set System April 1999 Walker Engineering,Inc. Evaluation Calculations Restoring Moments Due to Gravity 09/01/16 American Test Lab of RT0617.04-16 TAS 112 06/29/16 South Florida NOA No.: 16-0711.05 Muv�Eor►ne Counmr Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 3 of 8 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications,a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test ' in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. 4. INSTALLATION 4.1 Saxony 900(Slate,Shake&Split Shake)Concrete Roof Tile and its components shall be instdlfclft strict compliance with Roofing Application Standard RAS 118,RAS 119,and RAS I J0. . "" 4.2 Data For Attachment Calculations •••.% ...... . ...... Table 1: Average Weight(W)and Dimensions (I x w) Tile Profile Weight-W(lbf) Length4(ft) • Width--•w'�ft) Saxony 900 10.9 1.417 •• ,Q8• .... Slate, Shake&Split Shake •••• •• . . . . ...... Table 2: Aerodynamic Multipliers -X(W) .... f Tile 2.(ft') W) •• • Profile Batten Application Direct D App. ation Saxony 900 0.291 0.315 Slate Shake&Split Shake Table 3: Restoring Moments due to Gravity-M9(ft4bf) Tile 291:12" 3'4:12" 419:12" 5"•12" 6"•12" 7":12"or Profile greater Saxony 900 Direct Deck D ck Battens Direct Battens Direct Battens Direct Battens Direct Slate, Shake& I Deck Deck Deck Deck Split Shake 7.70 7.62 6.61 1 7.50 6.48 7.34 6.31 7.16 6.13 6.95 MIAMFDADE COUNTY NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 4 of 8 Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mechanically Fastened Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" plywood) plywood) Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate,Shake&Split 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Shake 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 .#8 Screw 30.8 30.8 18.2 2 48 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail(Field 24.3 24.3 24.2 Clip) 1-10d Smooth or Screw Shank Nail(Eave 19.0 19.0 22.1 ' Clip) 2-10d Smooth or Screw Shank Nails(Field 35.5 35.5 34.8 Clip) 2-10d Smooth or Screw Shank Nails(Eave 31.9 31.9 32.2 Clip) .... I see, 69V Table 5: Attachment Resistance Expressed as a Moment Mf(ftylbm: for Two Paddy Adhesive Set Systems •••;•• ••• ..:. Tile Tile Application Myy�u chnjent ••• Profile si ter •• Saxony 900 Slate, Shake&Split Shake Adhesive' ";' X1.32;e•• ••• .. . .. . . .... 1 See foam adhesive manufacturer's component approval for installation requirements. ' • •• 2 The Dow Chemical Company TileBond'one-component foam minimum weight per paddy 13.9 grains. ' ;• •;• •••• 3. ICP Adhesives Polyset®AH-160 two-component foam,minimum weight per paddy 8 grams. ; .'. • ; •••; Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) • for Single Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Saxony 900 Slate, Shake&Split Shake ICP Adhesives Polyset@ AH-160 118.9° Two-component foam 40.45 3 Large paddy placement of 45 grams of Polyset®AH-160. 4 Medium paddy placement of 24 grams of Polyset®AH-160. Table 7: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mortar Set Systems Tile Tile Minimum Attachment Profile Application Resistance Saxony 900 Slate, Shake&Split Shake Mortar Sete 43.96 5 Tile-rite Roof Tile Mortar MtAMNDADE COUNTY NOA No.: 16-0711.05 ... , Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 5 of 8 r I i f 5. LABELING 5.1 All tiles shall bear the imprint oi• identifiable marking of the manufacturer's name or logo as detailed below,or following statement:"Miami-Dade County Product Control Approved". ON LABEL FOR BORAL SAXONY 900 TILES(LAKE WALES FL PLANT) LOCATED UNDERNEATH TILE Y 3 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: woo* 6.1.1 This Notice of Acceptance. + • 0000 **so:* 6.1.2 Any other documents required by the Building Official or applicable building cede invog to on � proper y evaluate the installation o ......this system. •••••• PROFILE DRAWINGS • .... .. .. ..... ...... .... ..... NAIL HOLES . • .. . •• • • r ' •• • 1-5/32"(Slate) 17" COVERLOCK 13 " UNDERLOCK I SAXONY 900-SLATE i NOA No.: 16-0711.05 CMIAMiADE COUNTY Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 6 of 8 PROFILE DRAWINGS NAIL HOLES \��~ a �`� �• �tk:, 1-9/32"(Shake) . . .... ...... 17" •.I$" ••••.• 6*00 00 00 Note:Available Top Surface Finishes ...... .... ..... 5. Complete tile brushed • 6. Right half brushed (shown in drawing) ....., , j • • f • 7. Left half brushed ...... 8. No brush SAXONY 900-SPLIT SHAKE MuEaa�e couwrir NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 7 of 8 i f , PROFILE DRAWINGS } NAIL HOLES NIN 1-9/32"(Shake) 17 „ ... 1.3 .... .� .. ..... ...... .... ..... •••.% SAXONY 900-SHAKE • • • END OF THIS ACCEPTANCE f NOA No.: 16-0711.05 MAMMAD;COUNTY Expiration Date: 04/26/22 FAMUNApproval Date: 09/29/16 Page 8 of 8 �u MIAMEDIADE�'< MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economy 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 thetiacmPled manner,the manufacturer will incur the expense of such testingand the AHJ may immediately re.Jdce,modily,•or •'••;• suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this'"Jptance, '. t.. ♦• • .•.••. if it is determined by Miami-Dade County Product Control Section that this product or materljl0 ll�to meet the requirements of the applicable building code. •••••• 0000 0 This product is approved as described herein,and has been designed to comply with the Florida Building VnA.: 0.0 0 0 including the High Velocity Hurricane Zone of the Florida Building Code. ••••.. 0000 00:00' •• •• 0100. •0000• DESCRIPTION: BORAL TileSeal •••••• • 0000.. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,eityr stete and following Lee. 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. TERNIINATION 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 renewes NOA#13-1113.05 and consists of pages 1 through 4. NA The submitted documentation was reviewed by Freddy Semino NOA No.: 17-0530.10 Mu►r�wane�uuyasxnfl Expiration Date: 07/31/18 Approval Date: 07/27/17 Page 1 of 4 ROOFING COMPONENT APPROVAL Cateeory Roofing Sub-Category Underlayment Material: SBS PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description BORAL TileSeal 36"x 36'rolls TAS 103 SBS self-adhering asphalt sheet material with a 36"x 72'rolls ASTM D 1970 white glass re-enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. MANUFACTURING LOCATION: 1. Brentwood,NH •••• . . .... ...... .. . EVIDENCE SUBMITTED: Test Aaency Test Identifier Test Name/Report '0606" 'Date ;...•; Underwriters Laboratories,Inc. R14610 Follow up Service '.11'3128/02 ••• • IRT-Arcon,Inc. 02-012 TAS 103 ": "28/02 '•'•• PRI Asphalt Technologies, Inc. NEI-006-02-01 TAS 103 O,4/01/02 0000.000 PRI Asphalt Technologies,Inc. NEI-008-02-01 TAS 114(H) :.=30/02 0600:0 PRI Construction Materials NEI-045-02-01 ASTM D 4798&ASTM( 155 ..08108/07 :" Technologies,LLC. NEI-053-02-01 ASTM D 4798&ASTM G 155 �.45✓b1/08 NEI-076-02-01 TAS 103/ASTM D4798 02/14/11 NEI-034-02-02 ASTM D 1970 01/29/1.3 NOA No.: 17-0530.10 r�wrtEpane couwrr Expiration Date: 07/31/18 •� Approval Date: 07/27/17 Page 2 of 4 APPROVED ASSEMBLIES: Deck Type 1: Wood,non-insulated Deck Description: 15/32"or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck,membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4"head lap and a 6"end lap mechanically fastened to deck with approved nails and tin caps 6"o.c. at the laps and two staggered rows 12"o.c.the field of the roll. Membrane: One or more plies of BORAL TileSeal Underlayment with a minimum 3"head lap and minimum 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 roof with BORAL TileSeal Underlayment is acceptable. All end laps and laps without black selvage area shall be sealed under lap using an SBS modified mastic. Note: When used in Tile roof systems BORAL TileSeal Underlaymerft IIII.'be ba(;na ff ed to deck with approved annular ring shank nails and tin caps at a maximuin6:oc. at the tfde'laps. ....:. No nails or tin caps shall be exposed. •••••• Surfacing: Approved for Approved Adhesive Set Roof Tile Systems,Mechanically n%tened R88f Tile, ••;••. Metal Roofing,Wood Shake&Shingles,and Asphaltic Shingle assem'b'lies: ." "•" .. .. .... ...... .. . . . ...... NOA No.: 17-0530.10 r+u►r�Ew►ue co= Expiration Date: 07/31/18 Approval Date: 07/27/17 Page 3 of 4 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth,clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment. 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly to the BORAL TileSeal underlayment; loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12". ••6 0 9. BORAL TileSeal underlayment may be used with any approved roof covering Nosice•of Acceptar+oe listing.... BORAL TileSeal underlayment as a component part of an assembly in the Notice of•Accaptanca.• If BORAL .• TileSeal underlayment is not listed, a request may be made to the Authority Having fd jSdiction: 0 0,0 or thee•••• Miami-Dade County Product Control Department for approval provided that apptdlSi'lfe docurndhtation t3 ... provided to detail compatibility of the products,wind uplift resistance,and fire testing rasulfs.. .0 . : 9 10. All nails in the deck shall be carefullychecked for protruding heads. Re-fasten an loose GleCkin �•Swe 00000 0:. P g Y g P, qp.:..9 the deck thoroughly to remove any dust and debris prior to application. .0'9 0' 0 9.9 6 9 0 0.0 0. 11. When applying the membrane in the valley, start at the low point and work to the high 1:dit> vlling the membrane • from the center outward in both directions. For ridge applications, center the membrane androll fihmAe centd? ••• outward in both directions. ' 12. Roll or broom the entire membrane surface so as to have 100%contact with the surface,giving specf,14telition to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6"piece of underlayment. This target piece shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment shall be applied over the underlayment,and sealed using an SBS modified mastic. 15. 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. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,city and state of manufacturing facility, and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below MAMMOME COUNTY END OF THIS ACCEPTANCE MIAMFDADE NOA No.: 17-0530.10 COUNTY i 1 Expiration Date: 07/31/18 Approval Date: 07/27/17 Page 4 of 4 h11AM1' MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE(NOA) www.miamidadep_ov/economy 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 documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use .es . of such product or material within their jurisdiction. RER reserves the right to revoke thi§ acceptini qe+-if it is6• • determined by Miami-Dade County Product Control Section that this product or material fai%V 4et the,requirements ,• of the applicable building code. 666900 ;66.66 .... This product is approved as described herein, and has been designed to comply with dtt'hdrida Building Co* ..9 including the High Velocity Hurricane Zone of the Florida Building Code. ."". ' 6666 .. 69 6666. 6666.. s666 6666. DESCRIPTION: ICP Adhesives Polyset®AH-160 '• •••• ••••;• 6666.. 00 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city state i.failowin "' statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. so 0 :0060: 6 9 6 66 6 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.:17-0322.03 htLAMMADE CoUONTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset'AH-160 as manufactured by ICP Adhesives and Sealants,Inc.as described in this Notice of Acceptance.For the locations where the design pressure requirements,as determined by applicable building code,do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat,low,and high profile roof tile systems using ICP Adhesives Polyset'AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications ICP Adhesives N/A TAS 101 Two component polyurethane foam adhesive Polyset®AH-160 0 0000 ICP Adhesives Foam N/A Dispensing Equipmen!•.• 0000 0 • ...... Dispenser RTF1000 R 000 #00000 �•••�� ICP Adhesives ProPack® N/A Dispensing Equipment•1:00 Vote • ...... 30& 100 .... .. .. ....� ...... .... ..... PRODUCTS MANUFACTURED BY OTHERS: ,..... .' Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NBA wl4ich h4attAlunent* resistance values with the use of ICP Adhesives Polyset®AH-160 roof tile adhesive. •..... MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Prove 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./Ftz Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40°F.,2 weeks +6.01/o Volume Change @158°F., 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 17-0322.03 QMLAMMI•DADE COUNTY Expiration Date: 05/10/22 • ApprovalDate:04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test AQenc Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 037fr/§6 ••• P36700.04.12 ASTM D 1623 •••• 0.718/j 2 **9::*• •• P39740.02.12 TAS 101 .•..•. 0:el'/II ••ae�• TAS 123 ..,:.. 9 08000 0 • ....+. Celotex Corp.Testing Services 528454-2-1 TAS 101 •9006• IMSA ..... 528454-9-1 sees•• sees sees• 528454-10-1 0* g0 sees 0000•• 520109-1 TAS 101 :**:0: 12/29/98 •0 520109-2 * 0 :•00:0 **gave 520109-3 •• 0 Joe ++.+.. 520109-6 000000 a • 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset'AH-160 shall solely be used with flat,low,&high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset®AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 MIAMM ADE 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 Polyset®AH-160. 2. ICP Adhesives Polyset®AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof file assembly's adhesive attachment with the use-of ICP Adhesives Polyset®AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset®AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and ICP Adhesives and Sealants,Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by ICP Adhesives and Sealants,Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the"A"component and the"B"component shall be maintained between 1.0-1.15 (A): 1.0(B). •••• ' ..' 6. ICP Adhesives Polyset®AH-160 shall be applied with ICP Adhesives Foam Dispenser 1k•TF•1WO or ICY •• Adhesives ProPacko 30& 100 dispensing equipment only. •••••• • ..*0.000 0 ...... 7. ICP Adhesives Polyset®AH-160 shall not be exposed permanently to sunlight. •••0•• 0 • *0000.. 8. Tiles must be adhered in freshly applied adhesive.Tile must be set within 1 to 2 minute9:Ae*JCP Age,54Yls ,•••• Polyset® AH-160 has been dispensed. ... ' ...... . ..... 9. ICP Adhesives Polyset'AH-160 placement and minimum patty weight shall be in accotdhvtC with thD••.• " 'Placement Details'herein. Each generic tile profile requires the specific placement not4f11*t1n. ' . . . *0 ...... 0 NOA No.: 17-0322.03 Mu►r�FOAoe COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table 1:Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High All Eave Course 17-23 sq.inches 45-65 Profiles Flat,Low,High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat,Low,High Profiles #3 Two Paddys: 8-9 sq.inches at 12 grams per paddy head of tile 9-11 sq.inches at overlap Two-Piece Barrel(Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams per bead edge)20-25 sq. inches each bead . 0000 . 0000 Two Piece Barrel(Pan Tile) Two Piece 65-70 sq.inches ••34grams%. g4j•pan • 0000.. 0000 o 0000.. 0000.. LABELING: ••• • 0000 All approved products listed herein shall be labeled and shall bear the imprint or identifiable rnW%i?t=af they••••. '•'•'• manufacturer's name or logo and following statement: "Miami-Dade County Product Control Appi Med"or tAd Miami- " Dade County Product Control Seal as shown below. :":': •• 0000.. 0000.. 0000.. .. .. . BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 17-0322.03 QMIARDMECQUONTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL#I Na thfauph piastit cQa wd Nddy lsaa•ashTdo) Flat/Low Profile Tile 1•fhiR1 ra��lr•db `>� uea•�,ym..e • "- 1. Starting at the cave 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, /i under the strengthening rib closest to the overlock of the tile being set. Battens opflonal 2. Continue in same manner. Insure approximately 17 (109.7 cm2)—23(148.4 cmZ)square inch adhesive contact with the underside of the tile. FaWs E•r•Clw re Medium Profile/ Double Pan Tile �... Nall i1hrough plastic cement • • 1when requlred? • • •••• •••••• i ' q rY p.ddy de•�r••th ri I.1 1. Starting at the cave course,app a mirdmurli 2" • �, �. (50.8 mm)x 10"(254 mn*ob 4-(25.4 min)•Poam •••• • vnd*. faymtnr .,,A Y . paddy onto the underlayment positioned as°shown ;•••• under the pan portion of the rik%losest to tbe; ' overlock of the the being sit. s. 2InL%W1 •'`'i "L� r '••• •••••' 000000 rai,ers4ptl•.,al 2. Continue in same manner.Ynswe approximately 17 • (109.7 cm2)—23(148.4 crni)s*glpare injh adhesive • contact with the undersideof the tile. ;"'•' 1a in. Esse clesura •••'•• Bamioursa `'�._.Fascia whon eeuyfp (wdren l.Ule High Profile Single Pan Tile requarcd6 Prddyr(Fl•ryibrthgil•l vnd•rl. �,� ,``' '' ,`{ 1. Starting at the cave 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 �21 n wlda� '' overlock of the tile being set. Battens ' .` 2. Continue in same manner.Insure approximately 17 (109.7 cm2)—23 (148.4 cm2)square inch adhesive contact with the underside of the tile. Yt E&W.C.Sa y4 &scia WeeWlWe 14w closure .. Otlpedge NOA No.: 17-0322.03 MIAMaDADE COUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL#2 NAH through PIAMIK e.mene X R.dd�r[Braa,,tsTn.) Flat/Low Profile Tile Owh.nrequirvd}, °nd°d"Miant . 1. Starting at the cave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy ;4. onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of In, x .` f ``� the rile being set.Insure approximately 17(109.7 cm2) 23 (148.4 cm2)square inch adhesive contact with the Ej.ac.°rra ,, underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) 161i �Nsda x T'(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the yin strengthening rib closest to the overlock of the tile �r~r ci.auraI being set. 3. Continue in same manner.Insure approxivfately.10" . . .... ...... (64.5 cm2)- 12(77.4 cm2)square inch adhesive • contact with the underside of ttie tile. ...... . ...... Alan through plastic cement Medium Profile/Double Pan TUG.. '..'.: .. ..• `when requked! ....•. 0000 •...• r^ -----Paddy{�tnta�h tlle� 1. Starting at the cave course,appty s ininimian e'•(50.8.... • uod.rl. " mm)x 10"(254 mm)x 1"(2f!4 M)foam paddy • onto the underlayment positioned at shoWtl6"4gr the 900000 pan portion of the tile closesCto OUverldck of the ...... . . . 2 >`,'�., tale being set.Insure approximately 17(10�'/crx)— 'I°' �In. �,,, "'- 23 (148.4 cm2)square inch adhesive contact with the underside of the tile. —OPOORal 2. At the second course,apply a minimum 2"(50.8mm) x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the r E"i.nau.r. underlayment positioned as shown under the pan k.V F�iru portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner.Insure approximately 12" (77.4 cm2)- 14(90.3 cm2)square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Mwrn•wwe eounmr Expiration Date: 05/10/22 Approval Date:04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) a,u through ptntirc to High Profile/Single Pan Tile jwh•nrequirtd) R.ddIt;•ro-�thTil.3 g g 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 -J the being set.Insure approximately 17(109.7 cm2)— 7'n' 2 in. :. ., 23 (148.4 cm)square inch adhesive contact with the Battensoptioral ,°�� �: ', underside of the tile. � ^ 2. At the second course,apply a minimum 2"(50.8mm) Enc• • 'Fastin x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the w--pf-" underlayment positioned as shown under the pan Eawt+oswe portion of the tile closest to the overlock of the tile Drip•dge being set. 3. Continue in same manner.hVw%approxiniwtely 17" •••••• (109.7 cm2)- 19(122.6 cm2)Sttwe inch 444%4ye contact with the underside of ME. ••'••• .... .. .. ..... ...... .... ..... .. .. .... ...... . . . . ...... NOA No.: 17-0322.03 MIAWDAD,COUNTY Expiration Date: 05/10/22 F-11 9 IR Approval Date:04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL#3 tail 8voug'h ptotic cement Paddy(between tiles) (whenreqO1red) 1. On the eave course only,apply a minimum 2" (50.8 ganensaptional • nun)x 10"(254 mm)x V(25.4 mm)foam paddy ° �'(un�"�) onto the underlayment positioned as shown,under ' single paddy j/ the strengthening rib for flat tile or under the pan ontopultele portion of the tile for low or high profile tile closest 47[4(n. w _,, to the overlock of the tile being set.Leave singtepadd ten, ,-. approximately 4"(10 1.6 mm)up from the eave singtepaddy an ` _ edge free of foam to prevent the expanded adhesive on�a�aedayment 2 c Im ``�= from blocking the weep holes. Insure • °�..''t�_, approximately 17-23 int(109.7-148.4 cm2)of � i� adhesive contact with the underside of the tile Fascia Gareelosune 2. Apply a 4"(101.6 mm)x 4" (101.6 mm)x 1" (25.4 mm)foam paddy onto the underlayment just below Flat/Low Profile Tile the second course line positioned foam p444y under the strengthening 4 for4at tile,`Qr viader the...... Nail throuo plastic cement Single paddy undertile pan portion of the tile,cldsest to:the underlock for (*fico required) Paddy(between tiles) the second course tile to bo inc"led. ]1sUe" ••••%• approximately 8-9 int(51-640-cm2)of adhesive ; •••; Battens Paddy(under tilet contact with the underside,of the,tile. • 0000 00 00 optional f • • • sknoe pad 0606 on"poftile -_ (Instructions continued on nexCFd Ae1 • •• . . 2a4(n�� , •....• St paddy on dayment i . • • • • toin.�* tin. r Eave Closure Eave Course fascia Medium ProilleTile NOA No.: 17-0322.03 rnAMMAoe a UNTir Expiration Date: 05/10/22 Approval Date:04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) Nati through plastic Single paddy under file twhenrequiredl 3. Also apply a 2"(50.8 mm)x 4"(101.6 mm)x3/4" Paddy t "ee"tiles) (19 mm)paddy on top of the eave course tile optional paddy(under tiles surface as shown,on top of the strengthening rib .= for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. on= Install second course of tile. Insure approximately x 4 in. .a'w • 9(5 8.1 cm2)- 11 (71 cm2)square inch adhesive rain 4' , contact with the underside of the tile at the overlap on '�•' and 7(45.2 cm2)-9(58.1 cm2)square inch toppa& the adhesive contact with the underside of the tile at �`•_•��?� the head of the tile.Continue in same manner. Eare Course Fasda Weephole loin2in. Eavedosure Drip edge 0000 High Profl le Tile • • 0.0 0•• 0 0 0 0•• •Y•1•C. • 0000•• • 0000•• 0000 •• •• 0000• 0000•• 0000 •�••• •• •• 0000 0000•• • • • • • 0000•• 0000•• NOA No.: 17-0322.03 rtiAMt news courant Expiration Date: 05/10/22 Approval Date:04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1. Starting at the eave course,apply a minimum 2" t►Place enough adhesive to achieve 65 to 70 sq.in. Steep pitch applications in contact with the pan tile. (when required) (50.8 nun)x 10"(254 mm)x 1"(25.4 mm)foam 2)Turn covens upside down.Place adhesive in paddy onto the underlayment positioned as to t In.from outside edge of saver tile. shown under two adjacent pan tiles. Support cave Then install the tile.Ensure 20 to 25 sq.in.contact area. �''• tiles from rocking until adhesive has a chance to IUnderlayment '`may cure. _ � o - 2. Continue in same manner bringing two pan courses up toward the ridge.Insure approximately 65(419.4 cm2)—70(451.6 cm2) square inch adhesive contact with the underside Sheathing of the pan tile. c� Eave closure • (motar shown) 3. Turn covers upside dowel exppsing t14v•a•d•erside a a a a a a Weephole Fascia Board of the tile.Apply a mini117ilA 1:'(25.4 mn*x 10" 0' (254 mm)bead of adhesivo dinectly 6 Ve inner •o e o o a Remove top portion of the eave course cover tile.Abut to second course of edge of each side of the coag tile.Leavess pan tiles.Ensure eave end of pan and cover tiles are flush at ewe line. •••••• approximately 3/4„(19 i}Mijtq 1„(2593 pub) • Two Piece Barrel-High Profile Tile from the outside edge of t1t aftle,inwaf d;flee of •':'•. foam to allow for expan3fcV': a"•'a •'�'• as as 0000 ...... 00000.. 0 4. Turn cover tile over after foamsls applied and 0000:0 place onto pan tile course.Inge a r*iMdfh of a 20(129 cm2)-25(161.3 Qu?)Cquare inch a :”": contact area on each side of the cover tile'Ahe pan tile. Continue in same mariner. Trim away any cured exposed foam adhesive.Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required,2"(50.8 mm)x 4”(101.6 nun)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 MI�►rtI Iwo couwT�r Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11