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RF-01-22-33
Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: 01/12/2022 Permit NO.: RF-01-22-33 Permit Type: Roof Work Classification: Tile Permit Status: Approved Expiration: 07/12/2022 Location Address Parcel Number 25 E 101ST ST, Miami Shores, FL 33138 1132060131520 Contacts Julian Belilty Owner VEJAR ROOFING AND CONSTRUCTION Contractor 25 NE 101 ST, Miami Shores, FL 33138 INC MARIO ENRIQUE MARTINEZ VEJAR III Description: RE -ROOFING FRONT CART OF THE HOUSE 700 [Valuation: 10 000.00 Inspection Requests: $SOFT COCRETE FLATTILE. BORAL COLOR SEDONA 305-762-4949 q Feet: 700.00 Fees Amount Application Fee - Other $50.00 CCF $6.00 DBPR Fee $3.75 DCA Fee $2.50 Education Surcharge $2.00 Roofing Fee $200.00 Scanning Fee (Manual) $12.00 Technology Fee $6.25 Total: $282.50 Payments Date Paid Amt Paid Total Fees $282.50 Credit Card 01/06/2022 $50.00 Credit Card 01/12/2022 $232.50 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhennore, I authorize the abovenan)aeIfontractor to do the work stated. Authorized Signature: Owner / Applicant / Agent Date January 12, 2022 Page 2 of 2 I L 1Z1Z2Z -�c�., l BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (30S) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑BUILDING ❑ ELECTRIC E✓ ROOFING ro 0 6 2022 r l� FBC 120 0 Master Permit No. `)` ` 2% 2 Sub Permit [-] REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING []MECHANICAL ❑PUBLIC WORKS []CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS; �ZS �i I(1 l C,fi City: Miami Shores County Miami Dade Zip: 3-:1112r8l Folio/Parcelkil - 3'ZI 0 r 3 —1) ZU Is the Building Historically Designated: Yes NO Occupancy Type:�R Load: Construction Type: �e-00>t- Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):_. \U (G e) BH W hf Phone#: ���- si�aiz/� City: . Ilia m , sho rn S State: <I zip: 33 02 Tenant/Lessee Name: _, I Phone#: ��,- SQ�-6(�'Z Email: \/4rooTC_r)nCr(-n czrnn.n ._ CONTRACTOR: Company Name: Address: 2Egi Jr Z S =R,s-'/ 1.3-08 City: C'�(f State: "-Y L., Qualifier Name: 1 " Zip. State Certification or Registration #: _ (, 1 3 Zci pQ Certificate of Competency #: DESIGNER: Architect/Engineer: �Ity: State: _ Zip: Value of Work for this Permit: $ i) �00 � Square/Linear Footage of Work: F?t`l Type of Work: ❑ Addition ❑ Alteration ❑ New El"Repair/Reolace n ne.....n.:-- Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ ccF $ CO/cc $ DBPR$ Notary; Double Fee $ Bond Z . (Revlsed02/24/2014) TOTAL FEE NOW DUE Bonding Company's Name (if applicable) Bonding Company's Address City sr. Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must Promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this 2Z day of MeL:emUcx' 20 Z( by A)17A,J ? (YI Y who is personally known to me or who has produced : 1 , V ( c 5'0 as identification and who did take an oath NOTARY PUBLIC: Print: CRISTIAN ACUILAR-AGUDEL Seal: ",- `i� _Notary Public -State of Flori( Commission k HH 103081 '- "`�YYYIIW44 My Commission Expires March 10, 2025 Signature;, ONTRACTOR The foregoing instrument was acknowledged before me this ZZ day of 1 rain(,.a 20 'Z)_, by t1V" LlA1%UO al:M who is personally known to me or who has produced _ALL `1D,�vr 6 (c,fe as identification and who did take an oath. NOTARY PUBLIC: Print: 11 CRISTIAN AGUILAR•AGUDEL nv °Oo Seal: �� Notary Public -State of Floric Commission # HH 103081 M Commission Expires March 10, 2025 APPROVED BY y—rf 2 Z Plans Examiner Structural Review (RevisedoZ/24/2014) Clerk OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-013.1520 Property Address: 25 NE 101 ST Miami Shores, FL 3313&2318 Owner JULIAN BELILTY SAMANTHA BELILTY Mailing Address 25 NE 101 ST MIAMI, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SO Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY:1 UNIT Bads / Baths / Half 313 / 0 Floors 2 Living Units 1 Actual Area 2,479 Sq.Ft Living Area 1,818 Sq.Ft Adjusted Area 1.953 Sq.Ft Lot Size 5,750 Sq.Ft Year Suitt 1981 Assessment information Year 2021 2020 2019 Land Value $172,569 $172.569 $172.569 Building Value $169,911 $169,305 $161.401 XF Value $4,850 $4,917 $4.986 Market Value $347,330 $336,791 $338,956 Assessed Value $330,171 $325,613 $318.293 Benefits Information Benefit Type 1 2021 2020 2019 Save Our Homes Cap Assessment Reduction $17,159 $11,178 $20.663 Homestead Exemption 1$26,0001 $25,000 $25,000 Second Homestead Exemption $25,000 $25,0001 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 153 41.6 53 42 MIAMI SHORES SEC 1 AMD PB 10.70 LOT 15 BLK 11 LOT SIZE 50.000 X 115 OR 13987-1332 0189 1 Generated On : 12/22/2021 Taxable Value Information 2021 2020 2019 County Exemption Value $50,000 $50.000 $50,000 Taxable Value 1 $280,1711 $275,613 $268,293 School Board Exemption Value 1 $25,000 $25,000 $26,000 Taxable Value 1 $305,171 $300,613 $293,293 city Exemption Value 1 $50,000 $50,000 $50.000 Taxable Value 1 $280,171 $275,613 $268,293 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $280.171 $275,6131 $268,293 Sales Information PrevPrevious Paw ORBook-Qualification Description a9 03/15/2021 $630,000 32506-W31 Qual by exam of deed 02/27/2020 $100 31938-4540 Corrective, tax or QCD:min consideration 07/14/2016 $447,000 29706.2974 Qual by exam of deed 07/29/2010 $300,000 27377-0110 Qual by exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Propedy Appraiser and MlemkDade County assumes no liability, see full disclaimer and User Agreement at httpdhx .miamldade.govAnfo/disdaimer.asp Version: NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. _D13—If-70 STATE OF FLORIDA: STATE OF FL COUNTY OF MIAMI-DADE: I HEREBY CEF original riled In THE UNDERSIGNED hereby gives notice that improvements will be property, and in accordance with Chapter 713, Florida Statutes, the I Is provided In this Notice of Commencement. 1. Legal description of Property and streetladdress: 153 2. Description of Improvement: 3. Owner(s) name and address: l r, ( Q Interest In property: Name and address of fee simple titleholder: 4. ContractorUame, address apd phone ni 53 fly \I— CFH 2021Fi0956833 OR Bk 3291E Ps 1E50 1 P9s RECORDED 12/22/2021 09:45:11 HARVEY RUVINr CLERK OF COURT MIAMI-DADE COUNTYr FLORIDA %, COUDtTY O' f i!tl.'.11-DADE that this is a 1rtl0 C"ry of the Mica on 11 d of id I Seal. C n ourIy C011'. apace above reserved for use of recording office 5. Surety. (Payment bond required by owner from oontradtor, If any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: S. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differem date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owners or QWer(s)' Authorized Officer/Director/Partner/Manager Prepared Bt Prepared By _ Print Name ., -mot -4 f Print Name Tit)e/Office _ _ __ Title/Office STATE OF FLORIDA COUNTY OF MIAMI-DADE nn'' The foregoing instrument was acknowledged before me this � day of 'DeCe ^bQ( Zoil 516dividually, or O as for O Personally known, or Utl5roduced the following type of Identification: V61 (1 Anr.0 Signature of Notary Public: Print Name: 4*-7.A (SEAW `o1...... CRISTIAN AGUILAR-AGUDEL VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES ;+=Notary Public -State of Florit Under penalties of pedury, I declare that I have read the foregoing and qs = Commission p HH 103081 that the facts stated In It are true, to the best of my knowledge and belief. siliq r' My Commission Expires March 10, 2025 Signature(s) of Owner(s) or �qwr er(s)'s Authorized Officer/Director/Partner/Manager who slgne a e: By �i�T By in01-52, . Florida Building Code 7th Edition (2020) High Velocity Hurricane Zone Uniform Roofing Application Form for Miami -Dade County Master Permit Number: Contractor's Job Address: ❑ Low Slope ❑ Asphaltic Shingles ❑ New Roof Section A (General Information) ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/ Shingles 6 Repair Low Slope Roof Area (ftz) ROOF TYPE ❑ Maintenance Process Number: .... ...... .. .' .. ...S.. . ...... Mortar / Adh;;I;Vet The ❑ Wood Shingles,GShekes '....' ..... ❑ Reroofrrig :'CI;Recovering' ROOF SYSTEM INFORMATION Steep Sloped Roof Area (W) -700 Are there gas vents on the roof? 0 Yes CJ No If Ye; what type? Total (ft2) --?Cip 0 Natural 0 LPX Is there an existing roof top Solar System? 0 Ye No If yes will it be reinstalled? 0 Yes 0 No Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include nrnensruns or sectons ana ievers, creasy raenury armensrons oT erevateo pressure zones ana location oT parapets. °ice III iAN 0 6 2022 CITY COPY ct4 ortiv-ck ed Miami Shores Village Building Department zoning Dept. Date Building Dept. Date Subject to comp) ce with all Federal, State and County rules and regulations. Permit# Prel:zlred by© roofr Length Measurement Report 25 NE 101 st St, Miami Shores, FL 33138, USA IRS Eaves 120ft 1 Din � Valleys Oft Din Ridges 47ft Din SOME Rakes 195ft Din ... Step Flashing 48ft Din Transitions Oft Din I I I I I 13 i3 } Hips Oft Oin 11.. Wall Flashing 52ft Sin BEEN Unspecified Oft Din ..... ...... .. . . ...... .... .... . . Note: The above diagram contains measurements that have been rounded up. 6 and 9 are written •6 and •9 to avoid confusion. Some edge length totals have been hidden from the diagram to avoid overcrowding. Flashings are depicted as dotted lines. This report was prepared by Roofr. Copyright © 2021 Roofr.com I All rights reserved. 4 Florida Building Code 7th Edition (2020) High Velocity Hurricane Zone Uniform Roofing Application Form for Miami -Dade County INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS BELOW: O O ° 0 O O Roof System Required Sections of the Permit Attachrf w tsMegWredSee List O ° Application Form 00000 00 Below ° ° ° o O ° 600000 Low Slope Application ABC 1,2,3,4,5P6,79 O O 0 0 0 00000 O O O 0 Asphaltic Shingles A,B,D OOOO 0000 00000 1,2,4,5,GP� O O O O O O O 000 0 0° A ° Concrete or Clay Tile A,B,D,E 00 00 00 0 000000 1,2,3,4,5�,7° O ° ° 0 Metal Roofs A..8,D O O 00 O 000000 1,2,3,405,6,7° o° 0 O° O 0 Wood Shingles and Shakes A,B,D 102,415,617 ° 0 ° ° 0 0 ° ° ° Other FAs Applicable 10203,4,50607 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design calculations per Chapter 16, or if applicable, RAS 127 or RAS 128 4. Other Component Product Approval S. Municipal Permit Application 6. Owner's Notification for Roofing Considerations (Reroofing Only) 7. Any Required Roof Testing / Calculation Documentation Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl aov <oRiDp 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: t�•:1.Z 2011. 10050 NE 2"d Ave .... .... . . Miami Shores, FI 33138 '•"• .....: .... ..:.. .... .. . ....:. Re: Owner's Name: J'` ,cnzl 1 Property Address: 'ZS Inc 1Ci ;T �-{;t �h� - ?�i3 •;• •••••� Roofing Permit Number: Dear Building Official: I _A U 6c I oe i t I -f certify that I am not required to retrofit the roof to wall connections of my building because: Ed The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ 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, Miami Dade County 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 -72 day of ` De Y M tom. 20_�L. �o"M'�=��,- CRISiIAN 'GUIL;:R-AGUDELO - fJot=_ry Fublic-S,a,e of Flcride NotaryPublic State of F " misgicn " "'Dace, , Florida at Large o.s°o° Y'�cmmiesion txpires • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. For Forms and Applications click here: ,,VebLink/Browse.aspx?id=118080&d4,;id=O&repo=Mia IliShoresVlliage Rev01142021 Ovvner affidavit of exemeiinn Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of'roo'6g co'r rotor to '.. provide the owner with the required roofing permit, and to explain to the.ctinmer the.content of the section. The provisions of Section R4402 govern the minimum reaah-ements'3riri. •..... standards of the industry for roofing system installations. Additionally, th'efoJlowingitems ••:••' should be addressed as part of the agreement between the owner ant the'contracYdr. The ° owner's initial in the designated space indicates that the item has been �xpiaxned.•. ....:. 1. Aesthetics -Workmanship: the workmanship' fo the purpose of providing that the roof system meets he wind resistance and water are. instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3- Common roofs: Common roofs are those which have no visible delineation �tween neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 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. S. `_ Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. _ ._. Owne;- c,ofing considerotio;: 6. Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 , c • uvernow scuppers (wall outiets): it is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall.or other rgof •••• extension may block this discharge if overflow scuppers (wall outlets] dre not ?Foy?ded. It,,;; may be necessary to install overflow scuppers in accordance with tha*z^6'iuirements of Sections R4402, R4403 and R4413. v Ventilation: Most roof structures should have some abiliiy 46 vent 6a16` al airflow through the interior of the structure assembly (the building itself). The pxjstipg ...... amount of attic ventilation shall not be reduced. It maybe beneficialko cansidrr� acjditiorai'••� venting which can result in extending the service life of the roof. Owner/Ag . s Signatur Date Contra or Sign ture D to For Forms and Applications click here: http://bidg miamishoresvillage.com/Mieba prya; �pp,e,Yse, RE7,N?qd ,;.1g0so&,,q. =®repo=Mia ,"I "IL nmr,rnIAgnLl,g-' Rev01142021 Owners roofing consideration. N, o Florida Building Code 7th Edition (2020) High Velocity Hurricane Zone Uniform Roofing Application Form for Miami -Dade County Section D (Steep Sloped Roof System) Roof System Manufacturer: Product Control Number: ••• Minimum Design Wind Pressures From Applicable RAS 127 Table or Calculations: ••0 .... ...... Zone1:Zone2e: Zone2n: 10b Zone2r: 10b Zone3e: T•f9•• one Slope Range: 2 2:12 to 5 4:12 Q> 4:12 to 5 6:12 0 > 6:12 td s 12i12 . . .. . ...... Roof Shape: O All Hip Roof Q Gable Roof or Partial GaSle/Hip Roof. ....:. Deck Type: Underlayment Type: Roof Slope: `t : 12 Insulation: a i Fire Barrier: ` Ridge Ventilation? Fastener Type & Spacing: �, Z�L�S hU1l� M of (t { S Cap Sheet Type: jp��jgS(St\C+G tB `i��i Mean Roof Height: Cap Sheet Attachment: �� � )� Roof Covering: Drip Edge Type & Size: 1-3 it Florida Building Code 7th Edition (2020) High Velocity Hurricane Zone Uniform Roofing Application Form for Miami -Dade County Section E (Tile Calculations) For Moment based tile systems, choose Method 1. Compare the values for Mrwith the values from Mr. If the Mf values are greater than or equal to the M. valuec for each area of the roof, then the tile attachment method is acceptable. Method 1* " Moment Based Tile Calculations per RAS 127" Enter positive uplift pressures when using this table ( Zone 1: _� x A Q3�� = 23.31 ) — Mg: = Ma q_ Product Approval Mf. OD e,� (Zone 2e: Tl x A 'f w -� ) — Mg: = Mr2e ��� Product Approval W: u° 0000 ° ° ° ° ° 060000 (Zone 2n: t 08 x A 0• �(� _ M . • Mr2n Product Approval @Afo a ° ° ° ` ° • • • • o ° O 600000 e o 0 ( Zone 2r: 06 x A 0• 4 i ) — Mg: Mr2r 14 TZ Product Approvit W: _ _ ° ° ` 0000 O e 0 9 Product A rova* ruf• ,., �,Q� ° ° ° ° O e (Zone 3e:i% x A �3�� = 3 -�Z ) — Mg:,� = Mr3e pp o ° OOOOOp 00 0.000 1 / O O • • Zone 3r: x A �� = J�')—Mg:�•� -gZ Product A ro°val 94: �o ° ° 000090 000eoo 0 0 0 0 0 0 0 0 00 0 000000 Tile attachment method. Alternate Tile attachment method O o ° O O ° O O 0 o a 0.0.00 00 0 00 0 • • 0 0 0 For Uplift Based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F values arle grbAter than or equal to the Fr values for each area of the roof, then the the attachment method is acceptable. Method 3* "Uplift Based Tile Calculations per RAS 127" (Zone 1: x L = x W = ) — ( w ) x cos A ) = Fr: Product Approval F': (Zone 2e: x L = x W = ) — (w ) x cos 9 ) = Fr2e _____ Product Approval F: (Zone 2n: x L = x W = ) — (w) x cos 9 ) = Fr2n, Product Approval F': (Zone 2r: x L = x W = ) — (w) x cos 8 ) = Fr2r Product Approval F': (Zone 3e: x L = x W = ) — (w) x cos 8 ) = Fr3e _ Product Approval F': (Zone 3r: x L = x W = ) — (w) x cos A ) = Fr3r_Product Approval F': *Method 2 "Simplified Tile Calculations" only applicable in Broward County. Where to obtain InformaAbn Description S mbol Where to Find Design Pressure Zones 1, 2e, 2n, 2r,3e, 3r From the applicable Table in RAS-127 or be an engineering analysis prepared by a PE based upon ASCE 7 Mean Roof Height H Job Site Roof Sloe A Job Site Aerodynamic Multiplier A Product Approval / Notice of Acceptance Restoring Moment due to Gravity MR Product Approval / Notice of Acceptance Attachment Resistance Mf Product Approval / Notice of Acceptance Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval Notice of Acceptance Required Uplift Resistance Fr Calculated 4vera a Tile Weight w Product Approval / Notice of Acceptance Tile Dimensions L=Len h W= Width Product Approval / Notice of Acceptance 41l calculations must be submitted to the Building Official at the time of ermit application. 12/22/21 , 4:56 PM Roofing Application Standard (RAS) No. 127-20 Procedure for Determining the Moment of Resistance and Minimum Characterist... F,=llp,,4xI xW)- wlxCos 0 3.5 Compare the values for Fr with the values for F noted in the Product Approval. I values are greater than or equal to the Fr values, for each area of roof, then the tile attachment method is acceptable. TABLE 1 — GABLE ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPEr >_ 2:12 to:5 4:12 RISK CATEGORY 11 EXPOSURE CATEGORY "C" ° ww Roof Mean Height Roof Pressure Zones Gas ° 1 and 2e 2n. 2r and 3e 3r , o 5 15' -74 -108 -128 w ° ° > 15' to15 20' -78 -114 -136: > 20' to 5 25' -82 -120 -142 > 25' to <_ 30' -85 -125 -148 > 30' to 5 35' -88 -129 -153 > 35' to 5 40' -91 -132 -157 > 40' to 5 45' -93 -136 -162 > 45' to 5 50' -95 -139 -165 > 50' to s 55' -97 -142 -169 > 55' to s 60' -98 -144 -171 TABLE 2 — GABLE ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE - > 4:12 to:5 6:12 RISK CATEGORY If EXPOSURE CATEGORY "C" Roof Mean Height Roof Pressure Zones 1 and 2e 2n, 2r and 3e 3r s 15' -57 -91 -128 > 15' to:5 20' -60 -96 -136 UpCodes Premium Leverage the full code compliance platform. PRICING ^ I *Goo 3 O O 0000 000004 O O O o°Ooow 0 000 O 000600 0 000 0 O 0 o000°® ao °wo& 0 0 O O °° °°eo ooeeo O O 0o O°o0 oe°oo e o 0 0 0 00 0 000000 0 000 0 0 0 O 0 0 00 0 000000 0 0 0 O 0 00 O O O O 0 0 0 0 0 0 O 00 O 0 0 O O O O 00 https://up.codes/viewer/Horida/fl-test-protocols-2020/Chapter/roof app std 127-20 /roofing-application-standard-ras-no-127-20-pnxedure-for-determi... 1/1 MIAMZDADE '® MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/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 oorr�6uction materials. Tke documentation submitted has been reviewed and accepted by Miami -Dade County RER - PfAddet ConpVl9e�ction to e used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdretton (AHJ)"" '"" ...... .... ..... This NOA shall not be valid after the expiration date stated below. The Miami -Dade Coutt}y j?•Xpouct Cootjof Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reservdthe right tojlave�this pr9dint, or material tested for quality assurance purposes. If this product or material fails to perform in tke acc4tedAanner,3 the• manufacturer will incur the expense of such testing and the AHJ may immediately revoke, •modik, or rrsperLd the ese of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, If ifit 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 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 21-0107.02 and consists of pages 1 through 10. The submitted documentation was reviewed by Alex Tigera. NOA No.: 21-0420.03 Expiration Date: 04/26/22 Approval Date: 08/26/21 Page I of 10 ROOFING ASSEMBLY APPROVAL CateQory: Roofing Sub -Category: Roofing Tiles Material: Concrete Deck Tyne: Wood 1. SCOPE a •14is•NOA°`ves a pgter§ using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured e coral Rogflgg XLC iA Like Wales, FL and described this Notice of Acceptance. For locations where the pressure ° lrt4t cements, as deterM§fe*c ° by applicable Building Code, do not exceed the design pressure values obtained by ®-oa4Aationse'n •compliq% with RAS 127 using the values listed in the installation section herein. The attachment pg1r.glations�j?be ddft." a moment based system. o a aoaoa v.i• 040000 oresoPRODUCT DESIMPTION a O 000000 a-Maimufactu� o ° a a v a ARLq Gal • • , DAmensions e E ss o •• o Saxony 900z'lltem Length = 17" Width = 13" thickness = 1-5/32" Saxony 900 - Split Shake Saxony 900-Shake Trim Pieces Length = 17" Width = 13" thickness = 1-9/32" Length = 17" Width = 13" thickness = 1-9/32" Length: varies Width: varies varying thickness Test Specifications Product Description TAS 112 Flat profile, interlocking, high-pressure extruded concrete roof file with two nail holes. For direct deck, batten, mortar set or adhesive set applications. TAS 112 Flat profile, interlocking, high-pressure extruded concrete roof tile with two nail holes. For direct deck, batten, mortar set or adhesive set applications. Top surface produced with 4 different configurations: 1. Complete tile brushed 2. Right half brushed (shown in drawing) 3. Left half brushed 4. No brush TAS 112 Flat profile, interlocking, high-pressure extruded concrete roof tile with two nail holes. For direct deck, batten, mortar set or adhesive set applications. TAS-112 Accessory trim, boosted Barcelona, concrete roof pieces for use at hips, ridges and rakes. NOA No.: 21-0420.03 Expiration Date: 04/26/22 Approval Date: 08/26/21 Page 2 of 10 2.1 PRODUCTS MANUFACTURED BY OTHERS Product Name Product Description ICP Adhesives Polyset® AH-160 TILE BOND Roof Tile Adhesive "Tile Tite" Roof Tile Mortar Two component polyurethane foam adhesive. Single component polyurethane foam roof tile adhesive. Premixed, pre -bagged roof tile mortar. Touch `N Seal StormBone 2 Two- Two component polyurethane Component Polyurethane Roof Tile foam adhesive. Adhesive Touch `N Seal StormBone One One component polyurethane Component Polyurethane Roof Tile foam adhesive. Adhesive 2.2 MANUFACTURING LOCATION 2.2.1. Lake Wales, FL 2.3 EVIDENCE SUBMITTED: Test Agency Test Identifier The Center for Applied 94-084 Engineering, Inc. 94-060A Redland Technologies 25-7183-6 25-7183-5 25-7214-1 25-7214-5 Project No. 307025 Test #MDC-77 7161-03 Appendix II & III Letter Dated Aug. 1, 1994 P0631-01 P0402 Manufacturer (With Current NOA) ICP Adhesives and Sealants, Inc. DuPont de Nemours, Inc. Bermuda Roof Co. Inc. A.Y. A Y A Y Y Y Y Y Y Y A A Y Y O Y Y Y Y QA9Foam, �c. 0: A A O 0 0 0 0 0 0 O Y A A Y A 1 Y A A O Y Y Y Y: O O Y O 0000 O Y A O A 0000 0000 00000 Y Y Y�O� i�,� /�00000 1�L"at 1,bam, Ind.: A Y Y Y Y Y Y Y A Y Y A A Y A Y Y Y Y Y Y O A O Y Y Y Y O O . O Y A YY A AAAYYY A A Y O A A Y A A Y O A Y Y A A Y A Y 00 Y 00 A Y Y Y O A O 00 Test Name/Report Date Static Uplift Testing May 1994 TAS 101 (Mortar Set) Static Uplift Testing March, 1994 TAS 101 (Adhesive Set) Static Uplift Testing TAS 102 Feb. 1995 (2 Quik-Drive Screws, Direct Deck) Static Uplift Testing TAS 102 Feb. 1995 (2 Quik-Drive Screws, Battens) Static Uplift Testing TAS 102 March, 1995 (1 Quik-Drive Screw, Direct Deck) Static Uplift Testing TAS 102 March, 1995 (1 Quik-Drive Screw, Battens) Wind Driven Rain Oct. 1994 TAS 100 Wind Tunnel Testing Dec. 1991 TAS 108 (Nail -On) Wind Tunnel Testing Aug. 1994 TAS 108 (Nail -On) Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails NOA No.: 21-0420.03 Expiration Date: 04/26/22 Approval Date: 08/26/21 Page 3 of 10 Atlanta Testing & R1.894/R2.894/R3.894 Physical Properties Aug. 1994 Engineering, Inc. TAS 112 Celotex Corporation Testing Service Walker Engipppling, ° ° ° ° °°°°°O °°°°°° ° ° ° ° ° ° ° ° ° ° ° ° °°°° ° ° ° ° ° ° ° 0000 ° ° 00000 ° ° ° ° ° ° ° 520109-1 Static Uplift Testing 520111-4 TAS 101 520191-1 Static Uplift Testing TAS 101 Evaluation Calculations ° Evaluation Calculations ° tvaluation Calculations °°°°°° ° ° ° ° ° Evaluation Calculations °°°° Evaluation Calculations °°°° 000000 Calculations ° ° 0000 ° ° ° ° ° ° ° °Evaluation Calculations ° ° ° °°°°°° ° °American T.Mt j* of ° :Svvtlt Floridl° ° ° ° ° : ° ° ° ° ° ° 00 ° ° ° 00 ° PRI Construction Material Technologies RT0617.04-16 COPO-002-02-12 COPO-002-02-06 COPO-002-02-05 BORR-022-02-01 BORR-022-02-02 BORR-022-02-03 BORR-022-02-04 2002T0003.03 25-7094 25-7496 25-7584/25-7804b-8/25-7804-4 & 5 25-7848-6 25-7183 Aerodynamic Multipliers Two Patty Adhesive Set System Restoring Moments Due to Gravity TAS 112 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 Dec. 1998 March 1999 February 1996 April 1996 December 1996 March 1995 09/01/16 April 1999 09/01/16 06/29/ 16 10/12/2016 10/12/2016 10/12/2016 02/25/2019 02/25/2019 02/25/2019 02/28/2019 11 /06/20 MEMO ETC, LLC 4c-DPBS-20-LSOTM- TAS 101 12/17/20 0l.C.R1 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. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. NOA No.: 21-0420.03 Expiration Date: 04/26/22 Approval Date: 08/26/21 Page 4 of 10 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake & 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 (I x w ) Tile Profile Weight-W (lbf) Length-1(ft) Width-w (ft) Saxony 900 Slate, Shake & Split Shake 10.9 1.417 1.08 0000 Table 2: Aerodynamic Multipliers - X (ft3) ° ° Tile Profile I (ft3) ° ° ° • X (ft3)• Batten Application • a �91'if �dt Deck.AW catioA ° Saxony 900 0.291 .. 0 °.. 0.310500 .. o ° ° Slate, Shake & Split Shake ° 00 ° ' 00 ° o Table 3: Restoring Mome ue to Gravity - M9 (ft-lbf) ° ° ° ° ° 000000 ° ° ° Tile Profile 2911•12" 3":12" 11:12" 511•12" 0°60•'2" ° °7":128;or°°o o %, °greater Saxony 900 Direct Deck Direct Deck Battens irect attens Direct Battens Direct Battens Direct Slate &, Shake & Deck Deck I Deck I Deck 1 7.70 1 7.62 1 6.61 7.50 6.48 7.34 1 6.31 7.16 1 6.13 6.95 Split Shak P. Table 4: Attachment Resistance gkpWssed as a Moment - Mr (ft-lbf) for Mechanically Fastened Systems Tile Profile Fastener Type Direct Deck Direct Deck Battens (min 15132" plywood) (min. 19/32" plywood) Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 1-10d Smooth or Screw 7.3 9.8 4.9 Slate, Shake & Split Shake 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) MAMWaADE couNtr NOA No.: 21-0420.03 Expiration Date: 04/26/22 Approval Date: 08/26/21 Page 5 of 10 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for T addy Adhesive' Set Systems Tile Profile He Application Minimum Attachment Resistance Saxony 900 Slate &, Shake & Split Shake TILE BONOW Roof Tile Adhesive 632 TILE BONn Roof Tile Adhesive 653 ICP Adhesive Pol set®AH-160 31.34 Touch 'N Seal tormBond02 596 Touch 'N Seal StormBon ® (one component) 1056 10. See foarn adIVsive :riftuf'acturer's component approval for installa requirements. 2; ° °Illladium°Oddd j weight of B.grams per paddy of TILE BONDTm Roof Tile hesive 3 Medium paddy weigWbt if grams per paddy of TILE BONDTm Roof Tile A sive W ° *%dium paddy weight o(S grams per paddy of Polyset@ AH-160 5- - *Mledium paddy weight of S°grams per paddy of Touch 'N Seal StormBond ® 2 -:Medium°pjddy weigh cf A43.7 grams between tile and underlayment, paddy weight of 10.5 grams on overlap of tile of ° - ° *Touch 'N Seal StormBondsO one component) - ° ° ° ° able 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) ° ° ° ° - e 00 ° - ° - o for Single Paddy Adhesive Set Systems ° - 00 - 09 ffie ° Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate &, Shake & Split Shake ICP Adhesives Polyset@ AH-160 1197 ICP Adhesives Polyset@ AH-160 1158 ICP Adhesives Polyset@ AH-160 !9:;2� ICP Adhesives Polyset@ AH-160 6010 Touch 'N Seal StormBond®2 9311 Touch 'N Seal StormBond® 2 6212 7 Large paddy weight of 45 grams of Polyset@ AH-160 8 Large paddy weight of 34 grams of Polyset@ AH-160 9 Large paddy weight of 24 grams of Polyset@) AH-160 10 Large paddy weight of 18 grams of Polyset@ AH-160 11 Large paddy weight of 45 grams of Touch 'N Seal StormBond ® 2 12 Large paddy weight of 24 grams of Touch 'N Seal StormBond® 2 Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application . Resistance Saxony 900 Slate &, Shake & Split Mortar Set13 43.9 Shake 13 Bermuda Roof Co. Inc. Tile -Tits Roof Tile Mortar. MIAMMQADE CO�llgUNTY ,...o NOA No.: 21-0420.03 Expiration Date: 04/26/22 Approval Date: 08/26/21 Page 6 of 10 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". .� II OR .. . ...... . ...... LABEL FOR BORAL SAXONY 900 TILES (LAKE WALES -FL PL jMF) 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 otder to properly evaluate the installation of this system. NOA No.: 21-0420.03 Expiration Date: 04/26/22 Approval Date: 08/26/21 Page 7 of 10 NAIL HOLES PROFILE DRAWINGS UNDERLOCK SAXONY 900-SLATE 5/32" (Slate) COVERLOCK NOA No.: 21-0420.03 MU1MI.OADE COUNTY Expiration Date: 04/26/22 1 " 1 Approval Date: 08/26/21 Page 8 of 10 VAIL HOLES PROFILE DRAWINGS 1-9/32: (S.14ke; 17 " 13 Note: Available Top Surface Finishes 1. Complete the brushed 2. Right half brushed (shown in drawing) 3. Left half brushed 4. No brush SAXONY 900 - SPLIT SHAKE NOA No.: 21-0420.03 Expiration Date: 04/26/22 Approval Date: 08/26/21 Page 9 of 10 F NAIL HOLES PROFILE DRAWINGS SAXONY 900- SHAKE END OF THIS ACCEPTANCE 1-9/32" (Shake) r NOA No.: 21-0420.03 Expiration Date: 04/26/22 Approval Date: 08/26/21 Page 10 of 10 MIAMZDADE 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) w .miamidade.eoy/economy ICP Adhesives and Sealants, Inc. 12505 NW 44`h 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 Controt Tection to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisd%4dnXAHJJ This NOA shall not be valid after the expiration date stated below. The Miami -Dade Counlyytvduct Control Sectioh•(1tt• Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the rWU to havg),ljig prodtata.: material tested for quality assurance purposes. If this product or material fails to perform ia46 acceptedihannee.trg• manufacturer will incur the expense of such testing and the AHJ may immediately revoke, mgdify, or suepaad the use:4 * such product or material within their jurisdiction. RER reserves the right to revoke this acc2pt&tce, if it 4etcrmined by . Miami -Dade County Product Control Section that this product or material fails to meet the iequlrsments of the applicable, building code. • • ...... This product is approved as described herein, and has been designed to comply with the Flofida Building Code incliidirig the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 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 site at the request of the Building Official. This NOA revises NOA 17-0322.03 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigers. NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/21 Page I of 11 NPS ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 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 v9d With approved flat, low, and high profile roof tile systems using Polyset® AH-160. ° ° °00 ° °:PXPDU(!TSMANUFACTURED BY APPLICANT: ° uct ° ° Dimensions Test ° ° ° ° ° ° ° ° ° ° ° ° ° ° Specifications O°°°° °°°° °°°° ° 0F9lyiset®AP1M : ° ° : ° ° N/A TAS 101 °:(ef Adhesives Foam N/A ° ° ° ° ° ° JAWnser RTF1000 ° ° ° ° ° : dGV:&dhes �veS.I�roPa;k®° °' N/A °30&°100 °°°° : PRODUCTS MANUFACTURED BY OTHERS: Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of Polyset® AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Test Results Density @ 73°F ASTM D 1622 2.1 lbs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 14 PSI Perpendicular to rise Tensile Strength ASTM D 1623 29 PSI Parallel to rise Water Absorption ASTM D2842 7% Moisture Vapor Transmission ASTM E96 2.3 Perms Dimensional Stability ASTM D2126 +0.03% Volume Change @ -40° F., 2 weeks -1.1 % Volume Change @ 158°F., 100% Humidity, 2 weeks Closed Cell Content ASTM D6226 94% 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.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Trinity Engineering 7050.02.96-1 TAS 114 0 , ° ° °03/•1/96 ° ° ° ° ° ° P36700.04.12 ASTM D 1623 00 ° 094/,10V12 00 P39740.02.12 TAS 101 000000 :06TAS 002/21/12 °°°°:° 123 ,,,, ° °°°°°O Celotex Corp. Testing Services 528454-2-1 °•O° TAS 101 ° ° o ° ° o ° ° °°O° M23/98 °°°°° ° ° , o 528454-9-1 •• •° . O° . , ° °°°°°° 528454-10-1 ' °' ° " ° ° ° ° ° 520109-1 TAS 101 Y ° v O2/28/98 ° ° ° ° ° ° 520109-2 •00000 520109-3 ° °° ° 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 MEMO ETC, LLC 4p-ICP-20-SSLAP-OI.B- Physical Properties 12/4/20 R1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polyseto 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 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.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 3 of 11 INSTALLATION: 1. Polyset® AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of Polyset® AH-160. 2. 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 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. 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 ° ° ° • ° ° Searants,•fnc. ICJ �ldltesives and Sealants, Inc. shall supply a list of approved applicators to the authority having • • 00 ° ° J�svbpo A• ° 000000 o • ° Y.o Calibration of thr= -Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before application o ° ° ° ° ; of any a&esive. ° T4it-rpix ratio between the "A" component and the "B" component shall be maintained between °°••4�A}: ° 1.0-��1.0 my.° ° • °•••°° ° ° $ ° ° Poly;et� �I-160 shUl•be applied with ICP Adhesives Foam Dispenser RTF 1000 or ICP Adhesives ProPacV 30 °°°° • ° & 100 dispensinj epigment only. o ° 41! ° Polyset® AV-16a §hall dot be exposed permanently to sunlight. ° ° • ° •9.° o Tiles ar must to aditeretl°in freshly applied adhesive. Tile must be set within 1 to 2 minutes after Polyset® AH-160 has beets ditpensed. 9. 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. NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/21 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 grasper paddy head of tile 9-11 sq. inches gt °° 00006 00000 e overlap ° 0 0° 000000 00 00p 0 0 Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal° a* ° e 17 grams per bead edge) 20-25 sq. inches eacla* • 01 eo•o ° ° 0000 000s bead � o 0000 00000 ••e •o ° Oe00 00000 Two Piece Barrel (Pan Tile) i Two Piece 65-70 sq. inches ° d ok a a 6 34 grfts tibder pm ° o v ° 0 - 0 0 00 p 0 o O 0 0 0 0 p 0 0 O O O 0 • O O 00 • LABELING: ° ° ° ° i ° ° ° ° e o • •0 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. MlAMI43ADE COUNTY 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.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 5 of 11 cin ADHESIVE PLACEMENT DETAIL # 1 Nail through plastic cement Paddy (Beneath Tile) (when required) IUndedayment 1�\\ 10 in. Battens Optional ° Eave Course o • loin, •.�,��. • �• • a ''f21n Fascia bveCloihrc •... ...... Nail through Plastic ce1n� UI' „ (when regLRed) .. Paddy (Beneath Tile) Undeilaymen0 • '. • loin.a 2 (n.wide Battens optional loin. ,'•_;._�' 2in. Eave Closure Eave Course Fascia Nail through plastic ce (when required) Paddy (Beneath Tile) nderlayment jr loins 2 in.wide Battens /optional � �\ Y' Eave Course Fasda weephole 101n. ,2 in. Eave dosure Dripedge Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 Tom) x 10" (254 min) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cmZ) — 23 (148.4 cmZ) square inch adhesive contact with the underside of the tile. Medium 1'rotile/ Double Ilan Tile l . Starting at the eave course, apply a minimum 2" (50.8 min) x 10" (254 nun) x 1" (25.4 Turn) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm') — 23 (148.4 cmZ) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile I. Starting at the eave course, apply a minimum 2" (50.8 Tom) x 10" (254 mm) x 1" (25.4 min) foam paddy onto the underlayment positioned as shown under the pan portion of the file closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm) — 23 (148.4 cm') square inch adhesive contact with the underside of the tile. NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 6 of 11 ri% ADHESIVE PLACEMENT DETAIL # 2 Nall through plastic cement Paddy(Beneath Tile) (when required) U nderlayment It 712In. _. Battens optional ° - EaveCourse Fascia 21n Eave Closure Nail through plastic cement (when required) Paddy (Beneath Tile) Underlayment 'IIIY Tin.'. _ 22 m. Barrens optional 10in.- tin. Eave Closure Eave Course Fascia Flat/Low Profile TIIe 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 of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cmZ) — 23 (148.4 cmZ) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimuraq 6 5,0.8mm) x 7" (177.8 nun) x 1" (25.4 Tn4foam Vhtltly onto the • • underlayment positioned Vs J%gym un&retk4. •, strengthening rib closest to 49 Awerlock of the tile " •' •' being set. .... .... ..... 3. Continue in same manner.•h>sltlt apprpxr` etely IQ":.. (64.5 cmZ) - 12 (77.4 cmZ�sguare inch SQheSive Y...:• • •.• , contact with the undersidq ofthg tile. a. •..,., a Medium Profile / Double Pan Tile : Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 Tom) foam paddy onto the underlayment positioned as shown under the pan portion of the file closest to the overlock of the tile being set. Insure approximately 17 (109.7 cmZ) — 23 (148.4 cmZ) 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 nun) 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. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cmZ) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: O1/28/21 Page 7 of 11 116 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Nail through plastic ce Iwhen required) Paddy (Beneath rile) UI nderlayment 7 in.. 2 m. Battens optional , •biy fourse ••• Fascia • • • • Weephole 1011a 2in•• Eave closure • • Drip edge High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cmZ) — 23 (148.4 cmZ) 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 portion of the tile closest to the overlock of the file being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm) - 19 (122.6 cm) square inch adhesive contact with the underside of the tile. NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: O1/28/21 Page 8 of 11 ADHESIVE PLACEMENT DETAIL ## 3 Nail through plastic cenerlt Paddydretweettaesl (when required! Batten optional paddy )under tile) �� ��•,:. axain.1id ti -""• uggel ogle paddy ' - onundedayimen1:4in. �• join.-,- • coda -----ta"Clonne Flat/Low Profile Tile Nail through plasuccernent Single paddy under tile iwhen required) Paddy (between tiled i Battens Paddy sunder tile) optional ° Single paddy-, _+ \ on top of tile �Sxaln. ~ 2xain.• Singgle paddyon \/ tON. Sin. Fm Oosure Eave Course'' Fascia Medium ProflleTile MIAMI-DADE COUNTY .r r 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1 tr (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the file being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure • •. ...... approximately 17-23 in't109.7-14$.4 j:W') of adhesive contact with flit' Witiersid8 of the file """ .... .... . . .... .... ..... 2. Apply a 4" (101.6 mm4x4' (101.6 mu-4 x 1" (25:4.' mm) foam paddy onto•the•lmderlayement;ust below • the second course lineWftripned foant paddy •, under the strengthening rib for flat tlle, tr unddVthb* pan portion of the tile, ;loselt to Se or•.: the second course the to be installed.- jpsure approximately 8-9 in2 (51.6-58.1 CM2) of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nail through plastic 7,ent- Single paddy under the Iwhen required) Paddylhetweentilesl Battens optional �� � Paddy lundertilel / it Oft �12x4in.� Single ..r ourse '. Fasda ,� .,.... - Weephole 101n. 2In. • ' �edosure Ddp edge •. madill • • , • tjlgh Profile Tile 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x %" (19 mm) paddy on top of the eave course tile 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. Install second course of tile. Insure approximately 9 (58.1 cm) - 11 (71cm) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 10 of 11 ADIIEsivE PLACEMENT DETAIL TWO PIECE BARREL 11 Place enough adhesive to achieve 65 to 70 sq.in. Steep pitch applications In contact with the pan tile. (when required) 21 Turn coven upside down. Place adhesive in to 1 in. from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq. in. contact area. Underlayment ' Sheathing Eave closure (motarshown) Weephole Fascia Board Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are Rush at eave line. Two Piece Barrel -High Profile Tile MIAMI DADE COUNTY ,. • r Two Piece Barrel (Cap and Pan) Tile 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 two adjacent pan tiles. Support eave tiles from rocking until adhesive Gas a chance to cure. .... .... Continue in same milaTiMf bringit)g two pan ''"" courses up toward the ride. Insure approximately 65 (41 j,}•cm2)— ;J51.6 crlt;j square inch adhesivo4=act with OAunderFidt..' of the pan tile. • • • • • •' ...... Tom covers upside Sown txposV& tileundefSide of the tile. Apply a minimum 1"* 25'.4 mm) >iJX.: (254 mm) bead of adhesive diregtly(jr the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm) - 25 (161.3 cm) square inch contact area on each side of the cover file to the pan tile. Continue in same manner. 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 mm) milers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 11 of 11 MIMI®AEI � MUM-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/economy Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 SCOPE: This NOA is beingissued under the applicable rules and regulations governing the use of co * tion • ate0 als. The PP g g g x In .n documentation submitted has been reviewed and accepted by Miami -Dade County RER - I.wAlc! Conattit SbUion tabs:. 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 Counl'yRwauct Cbotsoi'Section... (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve•tt -right to �av;gis predL6 or material tested for quality assurance purposes. If this product or material fails to perfornt to the acceptedd n1lumer,* &C manufacturer will incur the expense of such testing and the AHJ may immediately revoke, WV$ or suspend the use '. of such product or material within their jurisdiction. RER reserves the right to revoke this iccegiance, iit ji • * * * * 0 determined by Miami -Dade County Product Control Section that this product or material fdUF. to meet the requiremefiv ; 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: Polyglass Polystick Underlayments 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 and revises NOA No.17-0614.22 and consists of pages 1 through 7. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 21-0602.14 Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 1 of 7 ROOFING COMPONENT APPROVAL Cateeo v:, Roofing Sub-Cateizory: Underlayment Material: SBS, APP PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description °••° ° X.alystick Ma e0 65' x.3 r 33.4' x ASTM D 1970 A fine granular/sand top surface self -adhering, APP ° • ° • Aanufactur0 ° : * 00 3 polymer modified, fiberglass reinforced, bituminous sheet °C°... ° .°..°. Loction # 1 #2 ° materialor use as an underlayment in slope roof : ° ° ° Y ° "' Wmils thick assemblies. Designed as an ice & rain shield. ° iy5tick T Max ° ° 65°8" x 3'3-3/8" AS 103 and A rubberized asphalt self -adhering, polyester reinforced ° ° °" "" �0'mils thick A TM D 1970 waterproofing membrane. Designed as a a roof the ° ma�t�factu�irf& ° ° ° , ° 00 Location # 1 & #2 ° e ° • ° ° underlayment. ° ° ° kl%tick TU FP: ° 32' lb" x 33 3/s" TAS 103 and A rubberized asphalt waterproofing membrane, glass- W nlcfactuCr 0 " :' °U6 mils thick ASTM D 1970 fiber/polyester reinforced, with a granular surface Location #20 ° ° designed for use as a the roof underlayment. Polystick TU Plus 65' x 3'3-3/8" TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester (Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal Manufacturing roofing and roof tile underlayment. Location # I & #2 Polystick MTS 6518" x 313-3/8" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick\OA, embrane, glass fiber reinforced with polyolefinic film Location #2 the upper surface for use as an underlayment for metal ofing, roof tile, slate tiles and shingle underlayment. Polystick MTS Plus 65'8" x 3'3-3/g" homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thickmbrane, glass fiber reinforced with polyolefinic filmLocation #2 the upper surface for use as an underlayment for metal ofing, roof tile, slate tiles and shingle underlayment. Elastoflex S6 G 32' 10" x 3'3-%" TAS 103 and Pol ster reinforced, SBS modified bitumen membrane Manufacturing ASTM D 6164 with a'sanded back face and a granule top surface. For Location #2 use in roof tile underlayment systems. MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL APPROVED NOA No.: 21-0602.14 Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 2 of 7 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Trinity ERD P37300.10.11 TAS 110/ASTM D4798 & D1970 10/19/11 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 ° e e ° e *06/27/16 e PLYG-SC 10130.09.16 ASTM D 1623° ° ° 00 0 ° ° 09/22/l o ° e : ° 0 0 0 PLYG-SC 13035.08.17 TAS 103 & ASTM D47980 e 000000 0000 : e ° ° 0 0/32/1Z a e: e 0 0 0 0000es 0000 LABELING: 0 0 0000 °°°Oe° 0 0 0 0 0 0 0000 oe000 eeoe 00:ee0 0 0 00 0 � 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufac rer s 0 o0 0 000• o0 name or logo, cii*s and state of manufacturing facility and the following statement: "Miami -Dade Count/ Product Cpptro�l Apprgy;do or the Miami -Dade County Product Control Seal as shown below. e 0 0 0 0 e : 0 e 0 0 e 0 000000 00 o MlAMWADE COUNTY s0 0 0 0 o 0 0 BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 21-0602.14 Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 3 of 7 INSTALLATION PROCEDURES: Deck Type 1: Deck Description: System Type E(1): Anchor/Base Sheet: Fastening: Membranes. a p O OOaOpO 0.00 O ° gurfacing-.O � ... o O O O e0aa0s o . .000 O a 00000 0000 O D40kType, 1900 fleck Description: O ;ytte►m Typt 9(:): o p0 0 : Xitaior/Base Sheet: e o 0 Fastening: ° ° ° Membrane: Surfacing: Wood, non -insulated Min. 19/32" plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered One or more plies of ASTM D 226 Type II or ASTM D 2626. 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) Polystick IR-Xe, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS p or Polystick MTS Plus, self -adhered. O O O .g� General Limitations Below. e .oao 0 0 OopO • •Wdod, non -insulated 00 00 ...Din. 19/32" plywood or wood plank O O AncO hor she mechanically fastened to deck, membrane adhered O ° e °Qne or more ies of ASTM D 226 Type II or ASTM D 2626. Per FBC 1518. & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Elastoflex S6 G, See General Limi t asphalt applied ions Below. Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wd,?d plank System Type E(3): Base sheet mechanically f�tened to deck, subsequent cap membrane self- adhered. Anchor/Base Sheet: One or more plies of ASTM D'26 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails%wi caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Ply Sheet: Polystick MTS Plus, self-adhereminimum 3" horizontal laps and minimum 6" vertical laps. Membrane: Polystick TU Plus, self -adhered. Surfacing: See General Limitations Below. NOA No.: 21-0602.14 Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 4 of 7 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and sweep the deck thoroughly to re move 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 of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3" and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 0 0000 0 060000 5. For ridge applications, center the membrane and roll from the center outward in bo>�dneptions, ° ° ° o 6. Roll or broom the entire membrane surface so as to have full contact with the surfaee ogi"ing specia°1°attentiaa t®: O lap areas. 000600 ° ••e°•• 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assem'I'Xo �urrent4l aocfuct Control ° ° Notice of Acceptance. ... a .. 0000 e, 0 0 0° 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. T4v;flashing tape sl all be* e ° e • e 0 pressed in place and formed around the protrusion to ensure a tight fit. A second 14P&=Polystickeshall be a. • applied over the underlayment. ° oo ° . • 00000s s e o 00 o O 0 0 • 0000ew 00 O 00 O O e GENERAL LIMITATIONS: ° • e ° 1. Fire classification is not part of this acceptance. 2. Polystick TU Plus, Polystick MTS and Polystick MTS Plus may be used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile 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 used in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick IR-Xe, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR-Xe, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR-Xe, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exposure Limitations (Days) Polystick MTS Polystick IR-Xe Elastoflex S6 G Polystick TU Plus Polystick TU P Polystick TU Max Polystick MTS Plus Winter Haven FL 180 90 180 180 180 180 180 Hazelton PA N/A 90 N/A 180 N/A 180 N/A 7. 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.: 21-0602.14 MAMMA DE couwr�r Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 5 of 7 0 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, the maximum roof slope shall D;.V follows: (See Table Below) • • • •Tile Polyp I Elastoflex Polystick TU Plus, Polystick Polystick System (E3) ,.,l:rofile-• : NU5.„ S6 G Polystick TU P TU Max MTS Plus MTS Plus with TU Plus • Iat Tile • • • Prohibited, 4:12 6:12 6:12 5:12 6:12 • • • • • • • • Without bUt0ns .': 4:12 6:12 6:12 4:12 6:12 Tiled le wttPhroohi*gi s • • • • The aliove slope iimitations can be exceeded only by using battens in accordance with the Approved Tile System • • • • •:Notice of Acceptance grid applicable Florida Building Code requirements. When battens are required, they shall be utWd Curing loading and installation of tiles. 10. Care should betaken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure — two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, for a total of 6 tiles — for all underlayments except Polystick MTS which shall be loaded onto battens. Roofing Tiles (6 Max. Per Stack) 12 ill . i mot Uetk preparetl wM _POLYSnCKTU Res 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR-Xe, 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 TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR-Xe, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a request may be made to the Authority Having Jurisdiction (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. NOA No.: 21-0602.14 Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 6 of 7 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. 1. Polyglass does accept the direct application of Polystick underlayment 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 applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1 V metal disk as required in Miami -Dade 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 pqrj#°cjavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to co,,?bx. lVarea lae°ipg° ° back -nailed. (Please refer to applicable local building codes prior to installation.) ° ° ° ° ° 0 0 ° °00000 0 3. All seal la seams (selvage laps) must be rolled with a hand roller to ensure full cori ct'i 0 ° ° ° 0 0 0 ° ° P ( g P) ��va 0 0 0 0 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, unifgM isyer of riyglpss 00000o POLYPLUS 50, XtraFlex 50 Premium Modified Wet/Dry Cement or Polyglass PG 5t°dpplied ifibMween fbt: ° ° ° application of the lap. The use of mastic between the laps does not apply to PolysticVW9. ° ° ° o ° ° 00000 00 00 00 0 000000 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments8 ftft to the Polyglass Tile° o Loading Guidelines. See General Limitations #9 and # 10. a 000 ° ° ° ° ° ° ° ° ° 0 0 O 00 0 0 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be°used bn all projects for: °' °' o pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6 '/4"/12", precdutie°s should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass POLYPLUS 50, XtraFlex 50 Premium Modified Wet/Dry Cement or Polyglass PG 500 to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should 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 to applicable 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 Technical Services Department by calling 1 (800) 894-4563. 13. Questions in regards to the 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 Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No.: 21-0602.14 MIAMMDADE couNW Expiration Date: 09/13/22 �Wa` , Approval Date: 08/26/21 Page 7 of 7 Ron DeSantis, Governor STATE OF FLORIDA Halsey Beshears, Secretary d bapr DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD THE ROOFING CONTRACTOR HEREIN IS CERTIFIED UNDER THE PROVISIONS OF CHAPTER 489, FLORIDA STATUTES MARTINEZ VEJAR, MARIO ENRIQUE VEJAR ROOFING AND CONSTRUCTION INC 2632 SE 15TH COURT MIAMI FL 33035 LICENSE NUMBER: CCC1332908 EXPIRATION DATE: AUGUST 31, 2022 Always verify licenses online at MyFloridaLicense.com Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document. JIMMY PATRONS CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 7/1612021 PERSON: MARIO E MARTINEZ VEJAR FEIN: 854201292 BUSINESS NAME AND ADDRESS: VEJAR ROOFING AND CONSTRUCTION INC 2632 SE 15TH CT HOMESTEAD, FL 33035 SCOPE OF BUSINESS OR TRADE: Roofing -All Kinds and Drivers EXPIRATION DATE: 7/16/2023 EMAIL: VROOFCONSTR@GMAIL.COM IMPORTANT: Pursuant to subsection 440.05(14), F.S., an officer of a corporation who elects exemption from cols chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to subsection 440.05(12), F.S., Certificates of election to be exempt issued under subsection (3) shall apply only to the corporate officer named on the notice of election to be exempt and apply only within the scope of We business or trade listed on the notice of election to be exempt- Pursuant to subsection 440.05(13). F.S., notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if. at any time after the filing of the notice or the issuance of the certificate. the person named on the notice or certif rode no longer meets the requirements of this section for Issuance of a carfifirate. The department shall revoke a certificate at any fime for failure of the person named an the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 E01382999 QUESTIONS? (850) 413-1609 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exem on Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if- 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. i Signa Ownejr State of Florida County of Miami -Dade The foregoing was acknowledge before me this ZZ2 day of fern b Cr , 20 tf . By � 0 licwt set i ttt who is personally known to me or has produced L `� n V'Pi GPittQ as identification. p �.•�,�YPV��i� CRISTIAN AGUILAR-AGUDELO Notary: 0^ 7'�C5 �` ��;�: Notary Public -State of Florida �= Commission # HH 103081 SEAL: ",2,f�d;;`' My Commission Expires '���n+�`` March 10. 2025 January 6th, 2022 State of Florida County of Miami -Dade Before me this day personally appeared Mario E Martinez Vejar who, being duly sworn, deposes and says: That he will be the only person working on the project located at: 25 NE 1015Y St, Miami Shores, FL, 33138 ro Ak►�t Cont(actor S nature Sworn to (or affirmed) and subscribed before me this 6th day of January. 2022, by Mario E Martinez Vejar Personally know Or Produce Identification Type of Identification Produced CRISTIAN AGUILAR-AGUDEL Notary Public -State of Flour Commission # HH 103051 My Commission Expires March 10, 2025 Print, Type or Stamp Name of Notary "1°'n CRISTIAN AGUILAR-AGUDELO ^�PNotary Public -State of Florida Commissicn # H-i 103081 : My Commission Expires March 10, 2025 2632 SE 15th Ct, Homestead, FL 33035 / PH: 786-597-6192 (English) / 786-597-3174 (Spanish) Email: roofijig(@.veiarconstructioninc.com / Instagram: @vroofconstruction