Loading...
RF-16-3411 Permit NO. RF-12-16-3411 Miami Shores Village Permit Type:Roof 10050 N.E.2nd Avenue NE PI I Work Classification:Tile Miami Shores, FL 33138-0000 Permit Status:APPROVED Phone: (305)795-2204 FLORI�p Issue Date: 12/20/2016 Expiration: 06/18/2017 Project Address Parcel Number Applicant 1150 NE 100 Street 1132050190420 Miami Shores, FL 33138- Block: Lot: PATRICK&XIMENA HUBER Owner Information Address Phone Cell PATRICK&XIMENA HUBER 1150 NE 100 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone OBENOUR ROOFING SHEET METAL! 305-757-2612 Valuation: $ 22,895.00 Total Sq Feet: 2649 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF TEAR OFF TILE ROOF AND INST Inspection Type: Classification:Residential Up Lift Report Scanning:3 Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-12-16-62405 CCF $13.50 DBPR Fee $4.50 12/20/2016 Check#:8459 $854.80 $0.00 DCA Fee $4.50 Bond#:3285 Education Surcharge $4.60 Permit Fee-New Roof $300.00 Scanning Fee $9.00 Technology Fee $18.40 Total: $854.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT* I c that all a foregoing in r ation is accurate and that all work will be done in compliance with all applicable laws regulating construction and z ing. ermore, I uthorize a e-named contractor to do the work stated. December 20, 2016 thor' ed Signature:O er Applic t / Contractor / Agent ate Buil g Department Copy December 20, 2016 1 �5nOR��r Miami �i shores V .... n...� Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 lOR1DA Tel: (305) 795.2204 Fax: (305)756.8972 RE: Permit#_ i � DATE: 1 S 7 INSPECTION AFFIDAVIT licensed as a(n) o acto /Engineer/Architect, (Print name and circle License Type) FS 468 Building inspector License#: �il:( N&tb On or about t `S 1 ( (;�R fn , I did personally inspect the roof deck nailing (Date 8 time) work at to SA— (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) L4 Sig at e State of Florida County of Dade: The undersigned, being the first duly swom,deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this 6CIII ay of2017 Nota Public, Sate of Florida at Large ip'�"'' Notary Pudic State of Florida Notary 9 f Sandra Dee Hart My Commission FF 010644 osa Expires 04/21/2017 '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 withh permit#and address#dearly shown marked on the deck for each inspection oo d—I—MMMIaunI nnno Miami Shores Village L) Building Department DEC 2 0 2016 BY. 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 C INSPECTION LINE PHONE NUMBER:(305)762-4949 V FBC 20('x,-( BUILDING Master Permit No. P--. i� ico— ` 41 PERMIT APPLICATION sub Permit No. ❑BUILDING ❑ ELECTRIC 5YROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION SHOP tt /h� rr Xcla CONTRACTOR DRAWINGS JOB ADDRESS: 1 V G City: Miami Shores nn11''� �1 County: Miami Dade Zip: f0 Folio/Parcel#: 11 -32%-- o1q— UY ao Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):�a&k T �l MC (�. � l� Phone#� —,J d 79 Address: l Or Q�(JI/5, 2 2 City n1M(, �[.s State:_ z Zip: 3M3z Tenant/Lessee Name: Phone#: Email: Avb� CONTRACTO Company Name: Phone#: Address: City: Mani, 1% State: rL Zip: 331 a0 i Qualifier Name: Phone#: State Certification or Registration#: , n Qo Certificate of Competency#:cow DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ O'Pi0Gw Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ AlterationNew Repair/Replace ❑ Demolition Description of Work: +1V ridi - -ca Q7 I Specify color of color thru tile: JV4l At 1-o ✓ Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy Pf the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to atta ment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection L. o curs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not ve and a reinspection fee will be charged. Signature SignrregoinginstrumenUyas r R or AGENT CONTRACTOR The foreg ' g i rume w sack I owled ed before me this Theh acknowledged before me this day of 20 1�. by / day of 20 �V , by who ipersonally known to ���( `� /��41"Ajw-whpersonally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: ,(Gl�>7c' //A Sign: I Print: Print: dor N Notary Public State of Fbrida °�y� P�0ary P+rhiif S1orp of Rlorldi Seal: Sandra Dee Hart Seal: . 5»norms neer+;4ri y�j�, My Commission FF 010644 ' fd�Comm-wuan Fr 010644 `piM1 Expires0421/2017 *sssssssssssssss******sssss *sss ** s*sssss*ss*ss**ss*s**ss**s*sss*ss*ssss*ss*s***s****s**ss*ssss*******ss V• APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 5I!.on E- SECTION 1524 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWN T1 ROOFING CONSIDERATIONS 1524.1 Scope.As it pertains to the section,it is the responsibility of roofing contractor to provi a 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 des' ace indicates that the item has been explained. 2• Renailing wood decks:When replacing roofing,the existing wood roof deck may have to be r ed in accordance with the current provisions of Section R4403. (The roof deck is usually Zcanwe removing the existing roof system). 4• ed Ceiling: Exposed,open beam ceilings are where the underside of the roof decking below. The owner may wish to maintain the architectural appearance;therefore, of the underside of the decking may not be acceptable.This provides the option of ance. sscuppers(wall outlets): It is required that rainwater flows off so that the roof is uildup of water. Perimeter/edge wall or other roof extension may block this uppers(wall outlets)are not provided. It may be necessary to install overflow with the requirements of Sections R4402, 4403 and R4413. )J,< JIL , Owner/Agent's are Dat ntractor Sig ture Date I (,5-o A)E Ittj 4V Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... ... ... . .. . . . . . . .. ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Miami Shores Village rrur, ,.,., Building Department 10050 N.E.2nd Avenue �2pR{pA Miami Shores, Florida 33.138 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: d 1 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: PA-lr-k Hlk� d Property Address: - 1 )�0 Nr 1090, �k Roofing Permit Number: Dear Building Official: I � L.M�nd 1 certify that I am not required to retrofit the roof to wall connections of my Zbuil ' g because: he 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 c ructed in co iance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition ou F da Building Code (1994 SFBC) Signature Print Name State of Florida County of Dade •• ••• •• The undersigned, being the first duly sworn-gepoie9 AA says:t&he/she is the owner f r the above property mentioned, Sworn to and subscribed before me this •• �•• •• day of• ••• ••• 1 • ••• ••• ••• Notary Public State of Florida •.: : ; • •• : Sandra Dee Hart Notary Public, Sate of Florida at Large • • . •. My Commission FF 010644 Expires 0421/2017 • When the just valuation of the structure for purpos%%fid valorem taxation is equal to r more than$300,000.00,and the budding was not constructed with FBC not a 1994 SF8C.Then you must provide a building applicationlrom 3 Geneil tsytictor:or thl Roof p Wall connection Hurricane Mitigation. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Revised on 5/21/2009 judgment and knowledge of local/regional wage scales can provide additional guidance to determine reasonable labor rates for professional trades(i.e. electricians, plumbers, block masons, framing, HVAC). SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE ITEMS TO BE INCLUDED (Please check off each line) ALL STRUCTURAL ELEMENTS INCLUDING: [] Spread or continuous foundation footings and pilings [] Monolithic or other types of concrete slabs [) Bearing walls, tie beams and trusses [j Wood or reinforced concrete decking or roofing [j Floors and ceilings [J Attached decks and porches [] Interior partition walls [] Exterior wall finishes (e.g., brick, stucco or siding) including painting and decorative moldings t 1 Windows and doors Re-shingling or re-tiling aroof [] Hardware ALL INTERIOR FINISH ELEMENTS, INCLUDING: [)Tiling, linoleum, stone or carpet over sub-flooring (j Bathroom tiling and fixtures []Wall finishes (e.g., drywall, painting, stucco, plaster, paneling, marble or other decorative finishes) [] Kitchen, utility and bathroom cabinets [J Built-in bookcases, cabinets and furniture [J Hardware ALL UTILITY AND SERVICE EAUJeMl*N•T, IJNC�UDING: [] HVAC equipment • • • • • . [] Repair or reconstruction of plumb%inti 6I 461 services [] Light fixtures and ceiling fans " " ' ' •• (] Security systems [] Built-in kitchen appliances'. ••; ••• ••• [] Central vacuum systems **: •' . .'• ' (j Water filtration, conditionih§ or tecirculAim systems • . . . . . . ... . . • •• •• • • • •• •• ••• • • • ••• • • ALSO: [) Labor and other costs associated with demolishing, removing or altering building components (J Overhead and profit ITEMS TO BE EXCLUDED Plans and specifications Survey costs Permit fees Debris removal, (e.g., removal of debris from building or lot, dumpster rental, transport fees to landfill and landfill tipping fees), clean-up (e.g., dirt and mud removal, building dry out, etc.) Items'not considered real property such as: throw rugs (carpeting over finished floors), furniture, refrigerators, appliances which are not built-in, etc. OUTSIDE IMPROVEMENTS INCLUDING: Landscaping Sidewalks Fences Yard lights Swimming poolslspa Screened pool enclosures Sheds Gazebos Detached structures (incl. garages) Landscape irrigation systems Docks and Davits Seawalls Driveways Decks ITEMS REQUIRED TO EVALUATE YOUR APPLICATION APPLICANT MUST SUBMIT ALL OF THE FOLLOWING (please check off each item): 1. Completed and signed application for substantial damage/improvement review (included in this package). 2. Elevation certificate if property is located above base flood elevation. 3. Property Owner's Substantial Damage or Substantial Improvement Affidavit signed, notarized and dated (included in package). 4. Contractor's Substantial Damage or Substantial Improvement Affidavit signed, notarized and dated (included in package). 5. Estimated Cost of reconstruction/improvement form (included in package) and all required backup. Include subcontractor's Nd5 Anc3 itgmiXeci cpst jilts (see footnote on Cost Estimate Form). 6. This checklist. ••• • 7. Copy of construction contract. If the owner is the contractor, submit all subcontractor bids to document the cost estimate. ... . . . . 0:0•• . . • . • •.• • • • .. .: : 0 :.'.: ... . . . ... . . Application Cost Estimate of Reconstruction / Improvement Number Address Date This cost estimate of reconstruction/improvement must be prepared by and signed by the contractor or by the owner if the owner acts as the contractor. Owners who act as their own contractors must estimate their labor cost at the current market value for any work they intend to perform. Sub-Contractor Bids Contractor or Owner a Material Labor Costs Estimates P-2t t IS' Costs 1 Bid Amounts(see note "D") 1. Masonry 2. Carpentry Material(rough) 3. Carpentry Labor(rough) 4. Roofing 5. Insulation and Weather-strip 6. Exterior Finish (stucco) 7. Doors, Windows& Shutters 8. Lumber Finish 9. Hardware 10. Drywall 11. Cabinets(Built-in) 12. Floor Covering 13. Plumbing 14. Shower/Tub/Toilet 15. Electrical.& Light Fixtures 16. Concrete 17. Built-in Appliances 18. HVAC 19. Paint 20. Demolition& Removal 21. Overhead & Profit .. ... . . . . . .. . .. . . . . ••• . • . . • . • • • .• ... .. . . . .. ••• . ••• .. • • • so* .. • . • ••• • • • • ••• • SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE CONTRACTOR'S SUBSTANTIAL DAMAGE OR Property Address: SUBSTANTIAL IMPROVEMENT AFFIDAVIT � ,,nn Contractor's Name 0 L�• 'V1 110 Contractor's Company Name: Contractor's Address: q C Z L) Contractor's Phone Number: O S -7,57 . �� L J Contractor's State Registration or Certification Number: C Contractor's We Registration Number(if applicable): I hereby attest that I, or a member of my staff, personally inspected the subject property and produced the attached itemized list of repairs, reconstruction and/or remodeling which are hereby submitted for a Substantial Damage or Substantial Improvement Review. The list of work contains ALL OF THE WORK TO BE CONDUCTED on the subject property. If the property sustained Substantial Damage,this list of Work, will return the structure to at least its condition prior to damage and bring the structure into compliance with all applicable codes. I further attest that all additions, improvements or repairs proposed for the subject building are included in this estimate and that neither I nor any subcontractor or agent representing me will make any repairs or perform any work on the subject structure other than what has been included in the attached list. I UNDERSTAND THAT 1 AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES, IF ANY INSPECTION OF THE PROPERTY REVEALS THAT I, OR MY CONTRACTOR, HAVE MADE REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE APPROVED BUILDING PLANS. See attached itemized list. STATE OF COUNT41hda Before mersonally appeared who, being duly swos ands s that ahas jead, uadQrstends, and agrees to complywith all the aforemenditions ': • CO ract s Signature ••' ••• •• •• S and subscribed before me this 1 day of m 20—#.- :i olary,Ptj8lic Siate of: •; :. : :IVIycomnflsgio NN • • NotaryPudic State of Florida Sandra Dew Had ••• • d My Commission FF 010644 ••• • : : : • • or Expires 04/21/2017 • SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE APPLICATION FOR SUBSTANTIAL DAMAGE Property Address: OR SUBSTANTIAL IMPROVEMENT REVIEW Property Owner's Name: bl� Property Owner's Address: � Property Owner's Phone Number. 06 DO j Contractor's Name: O[� � Contractor's z Z Address: d Contractor's Phone Number. Flood Zone BFE Lowest Floor Elevation (Excluding garage or carport) Check one of the following: [] I am attaching a State Certified Appraiser's report, valuing the structure at: [11 am not attaching a State Certified Appraiser's report and I accept the use of the valuation of my property that has been recorded by the County Property Appraiser's Office. SIGNATURES: Property Owner: Contractor: Date: Date: .. ... . . . . . .. 000 .0: ••• SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE PROPERTY OWNER'S SUBSTANTIAL DAMAGE OR Property Address: SUBSTANTIAL IMPROVEMENT AFFIDAVIT 1 Contractor's Name: l A Property Owner's Name: �V Property Owner's Address: r` Property Owners Phone A, Number: I hereby attest that the list of work and cost estimate submitted with my Substantial Damage or Substantial Improvement Application reflects ALL OF THE WORK TO BE CONDUCTED on the subject structure including all additions, improvements and repairs and, if the work is the result of Substantial Damage, this work will return the structure at least to the"before damage"condition and bring the structure into compliance with all applicable codes. Neither I nor any subcontractor or agent will make any repairs or perform any work on the subject structure other than what has been included in the attached list. I UNDERSTAND THAT I AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES, IF ANY INSPECTION OF THE PROPERTY REVEALS THAT I, OR MY CONTRACTOR, HAVE MADE REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE APPROVED BUILDING PLANS. See attached itemized list. STATE OF COUNTY OF Before me this day personally appeared I duly sworn, deposes n that he/she has read, understands, and agrees to comply with all the�ing aforementioned con ' o — Property Owner's `� Sworn to and subscribed before me this day of lie 20t NotPublic State • •• NIS cbn�m�ssi i xres • •. ... •. •° ••i •• •• • • •• Notary Public State Of Florida Sandra Dee Hart My Commission FF 010644 • • • • v•• ••0 dor n/ Expires 04/21/2017 • • • • • • •• ••• • • • • • • • • • :•• • r • :00.: r ; RECEIVED 0 t 2 ® 16, ROOF ASSEMBLIES AND ROOFTOP STRUCTURES BY: L Florida Building Code 5th Edition(2014) 1 High-Velocity Hurricane Zone Uniform Permit ApplicuF aw M. 1 1 Section A(General Information) 1 1 Master Permit No. Pr 1 del Contractor's Name © 1 1 Job Address 1 1 ROOF CATEGORY / 1 ❑ Low Slope 13 Mechanically Fastened Tile W Mortar/Adhesive Set Tiles 1 ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes 1 1 ❑ Prescriptive BUR-RAS 150 1 ROOF TYPE 1 ❑ New roof ❑ Repair ❑ Maintenance VReroofing ❑ Recovering 1 ROOF SYSTEM INFORMATION 1 Low Slope Roof Area(SF) �— Steep Sloped Roof AREA(SSTotal(SF)_04W 1 I 1 Section B(Roof Plan) i Sketch Roof Plan: Illustrate all levels and sections, roof drains,scuppers,overflow scuppers and overnow drains. Include dimen- sions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. 1 i 1 r 1 W 1 aNvj 1 IL i rn > l 1 r m 1 N 1 0 1 W CL ~ i > V1 CLZ a • • 1 a o � 1 • i F4 W--W 41 • FLORIDA BUILDING CODE—BUILDING,5th Eb:'AOA(201;) • • • 15.37 Copyright to,or li=441 by:CG(Ai.L AIGN-TS RISEW�)a Crssed by Uezer Palacio on Jun 8,2015 10:32:12 AM pursuant to License Agreement.No furthelreptotldttiCgauAl Zcd. ••• • • 7- ••• • • I ' ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) ��- High-Velocity Hurricane Zone Uniform Permit Application Form 1 1 Section D(Steep Sloped Roof System) 1 . 1 Roof System Manufacturer: t 'r4'f__ 1 Notice of Acceptance Number: 2' b4 2— Minimum Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations): 1 P1: �� �� P1: �,�.� P1: 0 1 _ 1 1 \ Deck TyPe ;- -- — -- - — --- - -- — 1 r,✓v v qo 4,4 A) 1 \ Type Underlayment: ! �}S 6 2ZG 4d-_3a 1 Ro�Slope: I \ - -- — -. -- - -- 1 -- _11 \ Insulation: i 1 \\ Fire Barrier: Ridge Ventilation? \\ Fastener Type&Spacing: I J1,J Adhesive Type: \ - 1 \\ Type Cap Sheet: 1 Mean Roof Height: j \ Roof Covering: �'l �lCrrc � wq1rqWqe f y. Type &Size Drip1 Edge: � a' 1 \3 1 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... ... ... .. .. . . . . . . . . . .. . . . . . • •• ... . . . . ... . . . . . . . . . . . . . . .. .. . . .. .. FLORIDA BUILDING CODE—BUILDING,5th EDITIN(1014) 096 96 0 15.39 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) 1 1 High-Velocity Hurricane Zone Uniform Permit Application Form. 1 .. Section E(Tile Calculations) For Moment based file systems,choose either Method 1 or 2.Compare the values for M,with the values from M,. If the Mf values are greater than or equal to the M,values,for each area of the roof,then the the attachment method is acceptable. 1 1 A Method 1 "Moment Based Tile Calculations Per RAS 127" Product Approval M, %0. 1 (P2: /x), Product Approval M, `Eo=�f 1 (P3( ,'7 xk N'''' 2 A = �-Mg:7,17=MV__-)�#/Product Approval M, c�� 1 Method 2"Simplified Tile Calculations Per Table Below" 1 Required Moment of Resistance(M)From Table Below Product Approval M, 1 Mean Roof Height M,required Moment Resistance* 1 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 1 4:12 30.4 32.2 33.8 35.1 37.3 1 5:12 28.4 30.1 31.6 32.8 34.9 1 6:12 26.4 28.0 29.4 30.5 32.4 1 7:12 24.4 25.9 27.1 28.2 30.0 I 'Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. 1 For Uplift based file systems use Method 3.Compared the values for F with the values for Fr. If the F values are greater than or 1 equal to the Fr values,for each area of the roof,then the tile attachment method is acceptable. 1 Method 3"Uplift Based Tile Calculations Per RAS 127" (Pi: x L = x w:_ )-W: x cos 8 =F„ Product Approval P 1 (P2. x L = x w:=_)-W: x cos 8 =F, Product Approval F' f (P3: x L = x w:_ )-W: x cos O =F, Product Approval F' 1 1 Where to Obtain Information 1 Description Symbol Where to find 1 Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by 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 due to Gravity M • Pr9duct Approval 1 Attachment Resistance • '.; roduct Approval 1 Required Moment Resistance M• • Ctalculated 1 Minimum Attachment Resistance F Product Approval 1 Required Uplift Resistance **•F, ... C-gi uiated 1 Average Tile Weight W • ProdUct Approval 1 Tile Dimensions L•;lenith Wkkicftlao ProdUct Approval 1 All calculations must be submitted to the building official at the time of permit application. • •• •• • • • •• •• 15.40 "' ' FLORIDA BUILDING CODE-BUILDING,5th EDITION(2014) 1 MIAMHMM y MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/sera 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 the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony(Shake,Slate,Split Shake)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 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 sh'a'll BeP*vidodtio 164user by the manufacturer or its distributors and shall be available for inspection at the job site al the 1eQugstpf0:lh0:1Jui1Qijig Official. •• ••• •• • • • •• This renews NOA# 12-0308.25 and consists of pages 1 through 8. The submitted documentation was reviewedby Xex Tiggra.••• ••• ••• • . r•• • • • • • QADECOUNTY •A• •• • •' It '•0 NOA No.: 12-0904.12 MIAMF �avt}� ...� � E�)++jj /[)j��•j// Expiration Date: 12/16/17 Approval Date: 12/06/12 "' ' ' ' Page 1 of 8 • • • • • • • • • • • •• •• • • • 00 40••• • • • 000 • 0 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This renews and revises a system using Saxony (Shake, Slate and Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Monier Lifetile LLC 1= 16%" TAS 112 Flat,interlocking,high pressure extruded concrete Saxony(Shake,Slate and w= 12-3/8" roof tile equipped with two nail holes. For direct Split Shake)Tile .6"thick deck or battened nail-on,mortar or adhesive set applications. Trim Pieces 1=varies TAS 112 Accessory trim,concrete roof pieces for use at hips, w=varies rakes,ridges and valley terminations. varying thickness Manufactured for each tile profile. 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales,FL. 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III PA 102&PA 102(A) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. PA 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering,Inc. PA 101 (Adhesive Set) The Center for Applied 25-7183-6 Static Uplift Testing Feb. 1995 Engineering,Inc. PA 102 (2 Quik-Drive Screws,Direct Deck) The Center for Applied 25?183 3 ; •• ••Static Uplift Testing Feb. 1995 Engineering,Inc. .. ... PA 102 •• •• •• `•` % ;2 QtAk-Drive Screws,Battens) The Center for Applied 25-7214-1 Static Uplift Testing March, 1995 Engineering,Inc. www . www www www PA 102 • : : .• j(1•Quik-brive Screw,Direct Deck) • " " NOA No.: 12-0904.12 aM["AWMADEC0=UNW Expiration Date: 12/16/17 Approval Date: 12/06/12 • Page 2 of 8 . . . . . . . . . . . .. .. 00 . .. .. www • • • www • • 2.2 EVIDENCE SUBMITTED: Test AQencv Test Identifier Test Name/Repo rt Date The Center for Applied 25-7214-5 Static Uplift Testing March, 1995 Engineering,Inc. PA 102 (1 Quik-Drive Screw,Battens) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II PA 108(Nail-On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 PA 108 (Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 PA 108(Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-77 PA 100 Celotex Corporation Testing 520109-1 Static Uplift Testing Dec. 1998 Service 520111-4 PA 101 Celotex Corporation Testing 520191-1 Static Uplift Testing March 1999 Service PA 101 Walker Engineering,Inc. Calculations Aerodynamic Multiplier June 2007 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 December 1996 25-7804b-8 25-7804-4&5 25-7848-6 Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering,Inc. Calculations Two Patty Adhesive Set System April 1999 Walker Engineering,Inc. Calculations Restoring Moment Due to Gravity June 2007 Nutting Engineering 129 TAS-112 Jan. 2007 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 underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. so 3.5 30/90 hot mopped underlayment 2 plicgt1'ogs,,rpay 1=e'tn*taA d perpendicular to the roof slope unless stated otherwise by the underlayment matefiajafictrS pubWhed literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 0:0 ••• ••• ... fY• :• ••• •�• ••• :• NOA No.: 12-0904.12 MIMIonnE courmr Expiration Date: 12/16/17 �® Approval Date: 12/06/12 ••. ••• Page 3 of 8 • • • • • • • • • • ••• Y • • ••• 0 0 4. INSTALLATION 4.1 Saxony (Shake, Slate and Split Shake) 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 (1 x w) Tile Profile Weight-W(Ibf) Length-1 (ft) Width-w (ft) Saxony(Shake, Slate and Split 11.8 1.375 1.02 Shake)Tile Table 2: Aerodynamic Multipliers -A. (ft) Tile X(ft ) X(ft) Profile Batten Application Direct Deck Application Saxon Shake, Slate and Split Shake Tile 0.185 0.200 Table 3: Restoring Moments due to Gravity- M9 (ft-lbf) Tile 2":12" 3":12" 4":12" 511:12" 611:12" 7':12" or Profile greater Saxony Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct (Shake, Deck Deck Deck Deck Deck Deck Slate and 6.63 7.14 6.56 7.07 6.47 6.97 6.34 6.83 6.18 6.66 6.02 6.48 Split Shake) Tile 0000 . . . . 0000 . . ... . . 0000 . . . . .. ... .. . . . 66 000 006 000 000 060 000 6 6 . 6 . . 6 .. . 0000 . .Q . .. ' NOA No.: 12-0904.12 Mu►r��e coup Expiration Date: 12/16/17 Approval Date: 12/06/12 " "' Page 4 of 8 6 6 66.6 . . . . . . . . . . 66 66 00 . 66 6• ... . . . ... . . Table 4: Attachment Resistance Expressed as a Moment -Mf(ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19/32' plywood) Saxony(Shake, 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate and Split 1-10d Smooth or Screw 7.3 9.8 4.9 Shake)Tile Shank Nail 2-10d Smooth or Screw 14.0 18.8 7.4 Shank Nails 1 #8 Screw 30.8 30.8 18.2 2#8 Screw 51.7 51.7 24.4 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip) 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip) Table 6: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxon Shake, Slate and Split Shake Tile Adhesive 31.3 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3MTm 2-Component Foam Roof Tile Adhesive AH-160.Average weight per patty 8 grams. Table 7: Attachment Resistance Expressed as a Moment -Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony(Shake, Slate 3M 2-Component Foam Roof Tile Adhesive AH-160 118.9 and Split Shake)Tile 3M 2-Component Foam Roof Tile Adhesive AH-160 40.4 3 Large paddy placement of 45 grams 4 Medium paddy placement of 24 grams .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . •.• . •.• •.• •.• .. . . . . . . . . NOA No.: 12-0904.12 MIAMMADe courorr Expiration Date: 12/16/17 Approval Date: 12/06/12 • Page 5 of 8 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Table 8: Attachment Resistance Expressed as a Moment -Mf(ft-lbf) for Mortar or Adhesive Set Systems Tile Tile Attachment Profile Application Resistance Saxon Shake, Slate and Split Shake Tile Mortar Set 43.9 5 Tile-Tite Roof Tile Mortar. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami-Dade County Product Control Approved". Or BORAL-LIFETILE BORAL ROOFING LLC,SAxoNY TILE(LAKE WALES FL) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. .. ... . . . . . .. . . . .. . . . . ... . .. ... .. . . . .. . ... . ... ... ... .. . . . . . . . . • •• •• NOA No.: 12-0904.12 MIAMI•DA DE COUNTY Expiration Date: 12/16/17 ••• ••• • • Approval Date: 12/06/12 • Page 6 of 8 . . . . . . . . . . . .. .. . . . .. .. PROFILE DRAWINGS NAIL HODS «r • 13/16•(slate 15/16"(ahak 17" OVERLAY u, 12 3/8" WATERLOCK SAXONY CONCRETE ROOF TILE(SLATE MODEL db SAXONY C.OI CIIETE KObF T'tLE�S�I,I*;HAKE MODEL .. • . • . • .• NOA No.: 12-0904.12 W� •• . Expiration Date: 12/16/17 MIAMbQADE COUNTY .•. • . • •.,, • Approval Date: 12/06/12 • • • • • • Page 7 of 8 . . . . . . . . . . SAXONY CONCRETE ROOF TILE(SHAKE MODEL END OF THIS ACCEPTANCE .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... ... ... .. . . . . . . . . ••� �� �•� �•� •.� :� NOA No.: 12-0904.12 Mii•o�e cou�mr Expiration Date: 12/16/17 ••• Approval Date: 12/06/12 • Page 8 of 8 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . M1AMlEtAflEj i MIAMI DARE COUNTY DEPARTMENT OF REGULATO]LY AND ECONOMIC RESOURCES PRODUCT CONTROL SECTION BOARD AND CODE ADMINIST11ATION DIVISION ( R) 11805 SW 26 Street,Room 208 Miami,Florida 33175-2474 it NOTICE OF ACCEPT�' T(786)315-2590 F(786)315-2599 ANCE (NOA) w_�vw.miamidade.eav/ecanomv Polyglass USA Inc. 1 1111 W.Newport Center Drive Deerfield Beach,FL 33442 SCOPE: This NOA is being issued and:r the applicable rules and regulations governing the use of construction materials.The documentation submitted has Teen reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami-Dade County arld other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid Jer the expiration date stated below.The Miami-Dade County Product Control Section (in Miami-Dade County)and/o the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will Incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such produc!or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dke County Product Control Section that this product or material fails to meet the requirements of the applicable Building code. This product is approved as de scribed herein,and has been designed to comply with the Florida Building Code including the High Velocity Hu mcane Zone of the Florida Building Code. DESCRIPTION: Polyglass Pt{ulystick Underlayments LABELING: Each unit shall tear aermanent label with th the manufacturer's name or logo,city,state and following statement: "Miami-Dade Counti Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall ibe considered after a renewal application has been filed and there has been no change in the applicable building code Itegatively affecting the performance of this product. t TERMINATION of this NOAwill 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 othf r purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for%.."nination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may bet in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety.! 1 INSPECTION:A copy of this 6tire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection J3A at the job site ft tl}�r1;ggest pf the j3uilding Official. • • • • • • This NOA renews and revises No.14-d�>r7.06.W go*si;tsro�pagq.s 1 through 8. The submitted documentation WL reviewedVy(Mpar TRodrigde2. '• rawre►�ae c NOA No.: 15-0410.04 Expiration Date: 09/13/21 •• •" Approval Date: 08/11/16 . . . . . . . . . . Page 1 of 8 . .. .. . . . .. .. ... . . . ... . . ROOFING COMPONENT 7 PROVAL Category: Roofinj Sub-Category: Underll yment Material: SBS,A4PP Self-Adhering Modified Bitumen I PRODUCTS DESCRIPT10i : Test Product Product Dims rasions Specification Description Polystick IR-Xe 65'xl3'3 3/8" ASTM D 1970 A fine granular/sand top surface self-adhering,APP Manufacturing Or G5'x 3' polymer modified,fiberglass reinforced,bituminous Location#1 &#2 60 mi Is thick sheet material for use as an underlayment in sloped roof ' 3 assemblies. Designed as an ice&rain shield. Polystick Dual Pro 61 xt3 3 /8 TAS 103 and A rubberized asphalt self-adhering,glass-fiber/polyester Manufacturing 60 mi is thick ASTM D 1970 reinforced waterproofing membrane. Designed as a Location#2 metal roofing and roof file underlayment. Polystick Tile Pro 61'x_ '33/8" TAS 103 and A rubberized asphalt self-adhering,glass-fiber/polyester Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane.Designed as a metal Location#2 roofing and roof file underlayment. Polystick TU Max 65'8"x13'3-3/8" TAS 103 and A rubberized asphalt self-adhering,polyester reinforced Manufacturing 60 mils thick ASTM D 1970 waterproofing membrane. Designed as a a roof file Location#1 &#2 underlayment. Polystick TU P 32'10"Ic 3'33/8" TAS 103 and A rubberized asphalt waterproofing membrane,glass- Manufacturing 130 m Is thick ASTM D 1970 fiber/polyester reinforced,with a granular surface Location#2 designed for use as a tile roof underlayment. Polystick TU Plus 65'x 3'33/8" TAS 103 and A rubberized asphalt self-adhering,glass-fiber/polyester (Surface Printing) 80 mi s thick ASTM D 1970 reinforced waterproofing membrane.Designed as a metal Manufacturing roofing and roof file underlayment. Location#1 &#2 Polystick MTS 65'8"11 3'33/8" TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing 60 mds thick membrane,glass fiber reinforced with polyolefinic film Location#2 on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick MTS Plus 6518"x3'33/8" TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing 60 mil s thick membrane,glass fiber reinforced with polyolefinic film Location#2 on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Elastoflex S6 G 32'10".:3'3%" TAS 103 and Polyester reinforced, SBS modified bitumen membrane Manufacturing •A'ST9DC6t64'.vwt9asMded back face and a granule top surface. For Location#2 •• •; :u;&;n roof file underlayment systems. .. ... .. . . . .. ... . ... 6% ... .. .. .. . . . . . . . . . . . 006 :0 cpknyn, NOA No.: 15-0410.04 u Expiration Date: 09/13/21 ••• ' "' Approval Date: 08/11/16 • : :•: : . : Page 2 of 8 . .. .. . . . .. .. ... . . . ... . . 1 MANUFACTURING PLAT TS: I. Hazelton,PA 2. Winter Haven,FL EVIDENCE SUBMITTED Test Test Identifier Test Name/Report Date Testy I ERD P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798&G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798&G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798&D1970 10/19/11 P40390.08.12-2 ASTM D 1623 08/07/12 P37590.07.13-1 ASTM D6164 07/02/13 P45270.05.14 TAS 103,TAS 110&ASTM D1623 05/12/14 P46520.10.14 ASTM D1623 10/03/14 P44360.10.14 TAS 103&TAS 110 10/07/14 P43290.10.14 ASTM D 1970&TAS 110 10/17/14 PLYG-SC10130.06.16-3 TAS 103 &TAS 110 06/27/16 PLYG-10130.06.16-1 ASTM D1970&TAS 110 06/27/16 PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-089-02-01 TAS 103/ASTM D4798&G155 07/06/09 Momentum Technologies,Inc. JX20117A TAS 103/ASTM D4798&G155 04/01/08 RX14E8A TAS 103/ASTM D4798&G155 11/09/09 DX23D8B TAS 103/ASTM D4798&G155 02/18/10 DX23D8A TAS 103/ASTM D4798&G155 02/18/10 LABELING: 1. All membranes or packagin;shall bear the imprint or identifiable marking of the manufacturer's name or logo,city and state of manufacturing 1.2acility and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County;'roduct Control Seal as shown below. MAMMADE COUNTY BUILDING PERMIT REQU�[REMENTS: Application for building permit#;hall be accompanied by copies of the following: 1.This Notice of Acceptance. •• ••• .. 2.Any other documents required by the BuilQipg OfHOW 4 OppQfc"dbld building code in order to properly evaluate the installation of this materials. •• 000 •• • • • •• 060 •b• • ••• ••• ••• . . . . . .. .. Muu+itmws c NOA No.: 15-0410.04 Expiration Date: 09/13/21 0:0 • • • • ••• • • Approval Date: 08/11/16 • • 0 • • • • • • • Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wocd,non-insulated Deck Description: Minj 19/32"plywood or wood plank System Type E(1): Ancl for sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One i)r more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per 1 BC 1518.2& 1518.4 Nails and tin caps 12"grid,6"o.c.at a minimum 4"head lap. (for base sheet only) Membrane: Poly iitick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU 1 'Polystick TU Plus,Polystick MTS or Polystick MTS Plus,self-adhered. Surfacing: See general Limitations Below. Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(2): Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One$)r more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per EBC 1518.2& 1518.4 Nails and tin caps 12"grid,6"o.c.at a minimum 4"head lap. (for base f heet only) Membrane: Ela See S6 G,hot asphalt applied Surfacing: See(general Limitations Below. Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(3): Baselsheet mechanically fastened to deck, subsequent cap membrane self-adhered. Anchor/Base Sheet: One c�r more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6"o.c.at a minimum 4"head lap. (for base sheet only) Ply Sheet: Polystick MTS Plus,self-adhered with minimum 3"horizontal laps and minimum 6"vertical laps. Membrane: Polys tick TU Plus,self-adhered. Surfacing: See Cenral Limitations Below. .. ... . . . . . .. •• • • • • • • • • • •• • • • • • • •• C� NOA No.: 15-0410.04 � •• Expiration Date: 09/13/21 Approval Date: 08/11/16 • ••• • • . Page 4 of 8 . .. •• . . • •• •. q INSTALLATION RE U1RILENT . Q W S. 1. All nails in the deck shell be carefully checked for protruding heads. Re-fasten any loose deck panels,and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course omembranearallel to the e p ave,rolling the membrane to obtain maximum contact. Remove the release fila►as the membrane is applied. All side laps shall be a minimum of 3-%2"and end laps shall be a minimum of 4". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick s acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the men ibrane in the valley,start at the low point and work to the high point,rolling the membrane from the center outward in both directions. 5. For ridge applications,center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface,giving special attention to lap areas. 7. Flash vent pipes,stacks chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drain:,shall be initially taped with a 6"piece of underlayment. The flashing tape shall be pressed in place and forned around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underh6ent. GENERAL LIMITATIONS 1. Fire classification is not )art of this acceptance. 2. Polystick Dual Pro,Pol-stick Tile Pro,Polystick TU Plus,Polystick MTS and Polystick MTS Plus may be used in asphaltic shingle,wood shakes and shingles,non-structural metal roofing,roof file systems and quarry slate roof assemblies. Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR-Xe may be fused in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Max may 1 ie used in non-structural metal roofing and roof file systems. Elastoflex S6 G may be iicsed in roof file systems only. 3. Deck requirements shall 1I a in compliance with applicable building code. 4. Polystick IR-Xe,Polysti ek Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS anrl.Polystick MTS Plus shall be applied to a smooth,clean and dry surface. The deck shall be free of irregularil ies. 5. Polystick IR-Xe,Polystik Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS anc Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR-Xe,Polysti.k Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS ane Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in tie table below after application. Polyglass reserves the right to revise or alter product exposure times;not to ex%eed the preceedingtllaxftuM 0W ji4t*igiij Expo e nmiooltQo146 •• MTS IR-Xe Elastofllif 'l U Tb P' *rite Pro Dual Pro TU Max MTS Plus S6 G Plus Winter Haven,FL 180 90 180. ••180 e 490 ••X188•• 180 180 180 Hazelton,PA N/A 1 90 N/ 180• 1WA •N/A• N/A 180 N/A r�wrsc u�tuE cpy NOA No.: 15-0410.04 ••• • • .•• • Expiration Date: 09/13/21 • Approval Date: 08/11/16 • • Page 5 of 8 I A 7. All products listed herei a shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. 8. In roof tile application,(11ata for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice off Acceptance. Polystick Tile Pro,Pol,stick TU Max,Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fac,tend roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof file applications. Polystick MTS and Polistick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be ised in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. When loading roof tiles )n roof tile underlayment for(direct-to-deck)tile assemblies,the maximum roof slope shall be as follows: (See Table Below) Tile Profile Polys ick MTS Elastoflex Polystick TU Plus,TU P, Polystick Polystick S6 G Tile Pro,Dual Pro TU Max MTS Plus Flat Tile Prott ited 4:12 6:12 6:12 5:12 withoilit battens Profiled Tile Prol ubited 4:12 6:12 6:12 4:12 without battens The above slope limitatic is can be exceeded only by using battens in accordance with the Approved Tile System Notice of Acceptance anA applicable Florida Building Code requirements. When battens are required,they shall be utilized during loadinll and installation of tiles. 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the under]ayment.Refer to Polyglass' Tile loading detail below for loading procedure—two tiles laid perpendicular to slot a followed by a maximum four rile stack parallel to the slope,for a total of 6 tiles—for all underlayments exceptiPolystick MTS which shall be loaded onto battens. ttoottng dies (6 Max Per stack) CL 72 5 �- N - t0 aot uecx prepares wrn POLMCKTU Plus • •• • • • • • • •• MIAKMW3^D C COLIN" NOA No.: 15-0410.04 Expiration Date: 09/13/21 ••• ••• Approval Date: 08/11/16 • ••• Page 6 of 8 . . . . . . . . . . . .. .. * 0 • •• .. ... . . . ... . . 11. Refer to prepared roofin,�,system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS,Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe,Polystick Dual Pro, Polystick Tile Pro,Polj stick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS,Polystick MTS Plus or Elastoflex S6 Gras a component part of an assembly in the Notice of Acceptance. If Polystick IR-Xe,Pot istick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MT:►,Polystick MTS Plus or Elastoflex S6 G are not listed,a request may be made to the Authority Having Jurisd btion(AHJ)or the Miami-Dade County Product Control Section for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance,and fire testing results. Y i POLYGLASS GENN RAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES PLEASE CHECK WITH LO SAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAIY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. 1. Polyglass does accept the direct application of Polystick underla ent Y ym membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applilable Product Data Sheets of the corresponding products. 2. All rolls,with the except o n of Polystick TU Plus should be back-nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nai is shall be, 11 gauge ring shank type,applied with a minimum 1 V metal disk as required in Miami-Dade 1 county or simplex type nail as otherwise allowable in other regions,at a minimum rate of 12"o.c. Polystick TU�Plus should be back nailed in designated area marked"nail area,area para clavar"on the face of membrane,w&the above stated nails and/or disks.The head lap membrane is to cover the area being back-nailed.(Please referto applicable local building codes prior to installation.) 3. All seal lap seams(selva€a laps)must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps,shall have a 6"wide,uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Mcldified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement,applied in between the application of the lap.The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading file on the underlayments.Refer to the Polyglass Tile Loading Guidelines. See general Limitations#9 and#10. 6. Battens and/or Counter-battens,as required by the file manufacturers NOA,must be used on all projects for pitch/slopes of 7712"or 14xeater. It is suggested that on pitch/slopes in excess of 6'/4"/12",precautions should be taken,such as the use of ens to prevent tile sliding during the loading process. 7. Minimum cure time afterMmbrane installation&before loading of roofing tiles is Forty-Eight(48)Hours. 8. Polystick membranes mai not be used in any exposed application such as crickets,exposed valleys,or exposed roof to wall details. 9. Repair of Polystick membes is to be Vor1p4slJ4by*4pp"gp6lyglass Polyplus 55 Premium Modified Flashing Cement,PolyglAs Polyplus 50$emit&US lllalhii40ement,XtraFlex 50 Premium Modified Wet/Dry Cement,PolyglAs PG500 MB Flashixg Cote&to Ai;aroa in need of repair,followed by a patch of the Polystick material of liked should be set and hand rolled in place over the area needing such repair.Patching min membrane shall be a tm of 6 inches in either direction. The repair should be installed in such a wayso that water will run parallel to or over tlie.••top of all lal; of the palcl. . .. . . . . . . .. cauNW NOA No.: 15-0410.04 A ••• ••• Expiration Date: 09/13/21 • Approval Date: 08/11/16 • • • Page 7 of 8 . .. .. . . . .. .. ... . . . ... . . 10. All self-adhered memb ,nes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for afweighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or sma 11 areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates hould be dry,clean and properly prepared,before any application of Polystick membranes commences.An approved substrate technical bulletin can be furnished upon request.It is recommended to refer tolapplicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami-Dade Notice of Acceptance(NOA)approval for Polystick membranes can be furnished upon request by our Tedinical Services Department by calling 1 (800)894-4563. 13. Questions in regards to tl ie application of Polyglass products should be directed to our Technical Services Department at 1 (800)894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Co►tractors Association(NBCA). I PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES W Y SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE .. ... . . . . . .. . .. . . . . ... . •• ••• •• • • • •• 000 • • • • • • • • • •• • 90 : . • • •• Gpn. NOA No.: 15-0410.04 Expiration Date: 09/13/21 ••" ' • • Approval Date: 08/11/16 • : :•: : : Page 8 of 8 M'® MIAMI-DADE COUNTY r 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.niiamidade.gov/economy ICP Adhesives and Sealants,Inc. 12505 NW 441"Street Coral Springs,FL.33065 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ICP Adhesives Polyset®AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job sito•at Vnrequestof the Budding Official. This NOA revises NOA 14-0805.01 and cons1sts orpagat ):�hroMM 1 L. The submitted documentation was reviewed�by Alex Tigera. . ... . ... ... ... I . • . . .. NOA No.: 16-0315.01 MIAMFl7AD:COUNTY •• • • • ' Expiration Date: 05/10/17 Approval Date:04/07/16 •�. .�. Page l 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 PolyseeAH-160 ICP Adhesives Foam N/A Dispensing Equipment Dispenser RTF1000 ICP Adhesives ProPack® N/A Dispensing Equipment 30& 100 PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset®AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft' Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40°F.,2 weeks ••• •• ••• :4.0�o Volume Change @ 158°F., 100%Humidity,2 . . . . :wire Closed Cell Content X� TM Df 2856 • •88%•• Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and-;Pe sebject-o•no96al maguNcturing variation. •: :. NOA No.:16-0315.01 M ALMMane ffiffl •• Expiration Date: 05/10/17 Approval Date:04/07/16 0:9 • ••• Page 2 of 11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . EVIDENCE SUBMITTED: Test Azencv Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp.Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 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 Adminisptivtelo je; ••• •• • •• • • • • ••• • • •Y• • ••• •+• ••• • • • • • • • • �: :. • • : 4 :• NOA No.: 16-0315.01 MuMiW. courrrr •• Expiration Date: 05/10/17 Approval Date:04/07/16 ••• • . +.. . • Page 3 of 11 . :00.: • • • • . • ••• 0 0 0 000 0 0 INSTALLATION: 1. ICP Adhesives Polyset"AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset®AH-160. 2. ICP Adhesives Polyset® AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset®AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset®AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and ICP Adhesives and Sealants,Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by ICP Adhesives and Sealants,Inc. ICP Adhesives and Sealants,Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the"A"component and the"B"component shall be maintained between 1.0-1.15 (A): 1.0(B). 6. ICP Adhesives Polyset®AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF 1000 or ICP Adhesives ProPack®30& 100 dispensing equipment only. 7. ICP Adhesives Polyset®AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Adhesives Polyset®AH-160 has been dispensed. 9. ICP Adhesives Polyset®AH-160 placement and minimum patty weight shall be in accordance with the 'Placement Details'herein. Each generic tile profile requires the specific placement noted herein. • • • • • • • • • 0.0 • 7•• ••• ••• MIAMI•W1DE COUNTY •: :. • : : • + • :• NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date:04/07/16 ••• a •+ • 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 Two Piece Barrel(Pan Tile) Two Piece 65-70 sq.inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved"or the Miami- Dade County Product Control Seal as shown below. CMAL •DADE CODU 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.: 16-0315.01 . .. . . . . . . .. MIAMMADE COUNTY .. . . . . . Expiration Date: 05/10/17 Approval Date:04/07/16 ... . . . . ... . . Page 5 of 11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL# Z =ftn ekPL CMWt Flat/Low Profile Tile 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock 101n �-. of the tile being set. daRtarers opd�naN ���+� 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. 10 .` 2 E•w Ciu+w• Nailthrowo ph%*cement Medium Profile/ Double Pan Tile iwl"mmired) paddy(*"*anrrre 1. Starting at the eave course,apply a minimum 2" tt�,ea.taynaeere `' (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 tile being set. 211L Lit 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. fmw cleau►a Emrr t sorsa —FOS& �e.a+M+r+grrpa+tlo High Profile/Single Pan Tile twhae rogr�d? I.ddfr t o"w#Tilrl 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 I in.X under the pan portion of the tile closest to the tin"w' overlock of the tile being set. Gaeta+,: 2. Continue in same manner.Insure approximately 17 (109.7 cm2)—23 (148.4 cm2)square inch adhesive rz. cpptact with the underside of the tile. ""COU •., •� . Aw *wee rsa Pasaa • . .. . . . . ... . 14In."'�, �k►. fare doswa DAPOCIP • ••• • ••• ••• ••• '• NOA No.:16-0315.01 ...+ , 0 :9 0 0 Expiration Date: 05/10/17 MIAMbDADE COUNTY •• ' ' ' Approval Date:04/07/16 0:0 ... Page 6 of 11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL#2 unit toNt"I rorty tMner+hTie) FlaVLow Profile Tile 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 strengthening rib of the tile closest to the overlock of the tile being set.Insure approximately 17(109.7 cmt) Bath e,thinal —23 (148.4 cm)square inch adhesive contact with the EMC underside of the tile. • 2. At the second course,apply a minimum 2"(50.8mm) '.� 10M` F„a, 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 EweCbswe being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2)- 12(77.4 cm2)square inch adhesive contact with the underside of the tile. No Medium Profile/Double Pan Tile tw+en►equ taA) Pamyle«uathm) 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 overlock of the tile being set.Insure approximately 17(109.7 cm)— y2 In. 23 (148.4 cm2)square inch adhesive contact with the underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan E•vecou"o F"cU 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. ••; ••• ;(IVsV&tions continued on next page) . .. . . . . ... . .. ... .. . . . .. . ... . ... ... ... ' NOA No.: 16-0315.01 . .. . . . . . . .. Mu►rtNoane COUNTY •• Expiration Date: 05/10/17 Approval Date:04/07/16 •.. ... Page 7 of 11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) NA Ow"gh p'slk r.aar te.�.«tiTti.r High Profile/Single Pan Tile twh.n ngw h4 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 the being set.Insure approximately 17(109.7 cm2)— 2 " 2►ft, 23 (148.4 cm2)square inch adhesive contact with the •"*° � underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) Ea"cow sea x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the w.phaim underlayment positioned as shown under the pan 10ia :r, c we portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2)- 19(122.6 cm2)square inch adhesive contact with the underside of the tile. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... ... ... ' .. . ' ' .. NOA No.: 16-0315.01 Mu►rtwane eourrn •• . . . . . Expiration Date: 05/10/17 Approval Date:04/07/16 ••• • ... Page 8 of 11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL#3 Hall @romp Plastic cementt>addq{between ties) twhe" 1. On the eave course only,apply a minimum 2" (50.8 mm)x 10"(254 mm)x V (25.4 mm) foam paddy onto the underlayment positioned as shown,under end the strengthening rib for flat tilt or under the pan tapportion of the tile for low or high profile tile closest 4=4in to the Overlock of the tile being set.Leave approximately 4"(101.6 mm)up from the eave sigiepaft edge free of foam to prevent the expanded adhesive ontndedayeoetet 2: im from blocking the weep holes. Insure •t approximately 17-23 int(109.7-148.4 cm2)of adhesive contact with the underside of the tile 2 Qw Ck n 2. Apply a 4"(101.6 mm)x 4" (101.6 mm)x 1"(25.4 mm)foam paddy onto the underlayment just below FlsvlowProltloTila the second course line positioned foam paddy under the strengthening rib for flat tile,or under the (ti" ' C0e1"e1 �' (when eQniUnder do pan portion of the tile,closest to the underlock for nred� v eayaw"e„ties) the second course tile to be installed. Insure Battew approximately 8-9 int(51.6-58.1 cm2)of adhesive o at Pam'i1°' mel contact with the underside of the tile. i (Instructions continued on next page) �isain. :t S in. an 0-1. Ewe Clastne Eave comse Fascia A ledl mt ProBio Tito • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• ••• ••• ': :• • :• NOA No.: 16-0315.01 MIAMI•aaneBOUNTY •• • • Expiration Date: 05/10/17 Approval Date:04/07/16 ••• • • • ••• • Page 9of11 . .. •• . • . .• .. a . z � ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) fW ft08 t ptasdc .9 a pa ft oder Hk (whwtequk*0 3. Also apply a 2" (50.8 mm)x 4"(101.6 mm)x3/4" tNee1 (19 mm)paddy on top of the eave course tile PaddptmdwflkF 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. an Install second course of tile. Insure approximately •e�4x4Fn. 9(58.1 cm2)- 11 (71cm2)square inch adhesive m :xa1 contact with the underside of the tile at the overlap t=an and 7(45.2 cm2)-9(58.1 cm2)square inch mtk adhesive contact with the underside of the tile at the head of the tile.Continue in same manner. Fisre Cowse to Fn 2 Fa Fare dosm Dp ed" High Proft Tile •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• ••• ••• • ' : : : • ' : • :• NOA No.: 16-0315.01 Mu►r�i•r�we COurmr •• • • • • Expiration Date: 05/10/17 Approval Date:04/07/16 ••• • • • • ••• • • Page 10 of 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •