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RF-04-22-861Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: RF-04-22-861 Permit Type: Roof Work Classification: Tile Permit Status: Approved Issue Date: 05/16/2022 1 Expiration:11/16/2022 Location Address Parcel Number 269 NE 100TH ST 33138 1132060134690 Miami Shores, FL Contacts Christine Welstead Owner VOLTA ROOFING, INC Contractor 269 NE 100 ST VIVIAN QUINONES 2329 SW 17 TER, MIAMI, FL 33145 Business: 7864223370 luis@voltaroofing.com Description: RE -ROOFING (RED TILE) Valuation: $ 98,000.00 Inspection Requests: 305-762-4949 Total Sq Feet: 5,200.00' Fees Amount Application Fee - Other $50.00 CCF $58.80 DBPR Fee $5.63 DCA Fee $3.75 Education Surcharge $19.60 Roofing Fee $325.00 Scanning Fee (Manual) $12.00 Technology Fee $9.38 Total: $484.16 Payments Date Paid Amt Paid Total Fees $484.16 Credit Card 04/05/2022 $50.00 Credit Card 05/16/2022 $434.16 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 POOLwork. 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 coyl%rNctiolfand zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized / Applicant / Contractor / Agent Date May 16, 2022 Page 2 of 2 Miami Shores Village T P T Building Department !� �o�zozz 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 () ^ Tel: (305) 795-2204 Fax: (305) 756-8972 By (� INSPECTION LINE PHONE NUMBER: (305) 762-4949 7 1-1 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC [F(ROOFING FBC 20&-7 Master Permit No.�_(3`` zz- 061 ❑ REVISION Sub Permit ❑PLUMBING MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: J-; / )W I a0 V4 EXTENSION ❑RENEWAL ❑ CANCELLATION SHOP DRAWINGS the Building Historically Designated: Yes NO Occupancy Type: I? I Load: //Construction Type: II,, _Flood Zone: BFE: FFE: OWNER: Name (Fee SimpleTitleholder): (hr(S'�7gc kk4eaU Phoned: 3S6-gq�6p OO State: FL Zip: Tenant/Lessee Name: Email: CONTRACTOR: Company Name: VON iq �zvr ' r9 /9 Phone#: Address: G / I �� �Lrl�(CGq r� !, City: dGyh l _ State: F' Zip: ,�2/YS Qua[ State Certification or Registration #: CCC 13 S 0 LS G Certificate of Competency #: DESIGNER: Architect/Engineer: Address: City: State: Zip: ,/� Value of Work for this Permit: $ d 00c) Square/Linear Fo age of Work: ,TJi�j Type of Work: ❑ Additi^ ❑ Alteration ❑New Repair/Replace ❑ Demolition Description of Work: foon iij: Specify color of color thru tile: lac/ Submittal Fee $ So . C � Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Technology Fee $ Structural Reviews $ Training/Education Fee $ DBPR$ Notary$ Double Fee Bond $ TOTAL FEE NOW DUE $ _ 4 1 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State 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 �(� Signature OWNER or AGENT C6TRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this ., 0rday of tkf=LA . 20 A- , ` by __4e day of I`l . 20 7,L by ( l WQI1'krJ , who is personally known to \/t ^ 91_1" who is personally known to me or who has produced f - `_brf\& Il irif4 as me or who has produced q7L-ilifllW U&Iti-Q as identification and who did take an oath. identification and who did take an oath, NOTARY PUBLIC: NOTARY PUBLIC: Sign: 09b—� Sign: (A,r d&YL49 �A �1fAtIuZ2Y —uvPrint: Seal: Seal: o"VP"� ,g<"" °°i4s = = CRISTIAN AGUILAR-AGUDELO Notary Public -State of Florida Commission M HH 103081 ,,,,,, CRISTIAN AGUILAR-AGUDELO :Notary Public -State of Florida Commission ft HH 103081 My Commission Expires 9 �'�n°;;,;°�°� My Commission Expires March 10, 2025 rrrrrrrr ri�YrWirrrrrrrF4sYds 6sP#12%aasss s##sss#sssssssssss#r ##st##s L APPROVED BY Plans Examiner Zonini Structural Review Clerk (Revised02/24/2014) OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-013-4690 269 NE 100 ST Miami Shores, FL 33138-2416 Property Address: Owner CHRIS11NE WELSTEAD Mailing Address 269 NE 100 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SO Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds I Baths I Half 413 / 0 Floors 1 Living Units 1 Actual Area 2,962 Sq.Ft Living Area 2,305 Sq.Ft Adjusted Area 2,557 Sq.Ft Lot Size 8,625 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2021 2020 2019 Land Value 76,535 $258,854 Building Value $216.527 $2 ,695 $223,677 XF Value $1,448 $1,466 $1,485 Market Value $494,510 $498,696 $484,016 Assessed Value $412,397 $406,704 $397,561 Benefits Information Benefit Type 2021 2020 2019 Save Our Homes Cap Assessment Reduction 1 $82,113 $91,992 $86,455 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOT 20 & W1/2 LOT 21 BLK 34 LOT SIZE 75 X 115 OR 18910-2767 12 1999 1 COC 21781-4223 09 2003 1 Generated On : 4/4/2022 Taxable Value Information 2021 2020 2019 County Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $362,397 $356,704 $347,561 School Board Exemption Value $25,0001 $25,000 $25,000 Taxable Value 1 $387,397 $381.704 $372,561 city Exemption Value $50,000 $50,000 $50,000 Taxable Value $362,397 $356,704 $347,561 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $362,397 $356,704 $347,561 Sales Information Previous Sale Price OR e Book- 9 Qualification Description 05/24/2013 $565,000 28649-0616 Qua[ by exam of deed 05/2712010 $310,400 27316-1492 Financial inst or "In Lieu of Forclosure" stated 09/01/2003 $550,000 21781.4223 Sales which are qualified 12/01/1999 $290,000 18910-2767 Sales which are qualified The Office of the Property Appraiser is continually edifing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://w.miamidade.govriinfo/disclaimer.asp Version: ROOFING RESIDENTIAL • COMMEROA1 Slntc HodmR Lantnol, CCC05777s M 705.W. In Cl. NG S.,te lot A4,.m R 27ter M'gEE.y Fer (885i-738-B188 11 1Sdd'' GNfbat/R�e}'/fUt8iCC6RI INC. TO: VOLTA ROOFING DATE: MAY 9, 2022 2329 SW 1 7" `1TRRACE LOCATION: SAME MIAMI, FL 33145 The Parties. This Roofing Subcontractor Agreement made on May 9, 2022, is between Building Unlimited Inc. with mailing address of 12170 SW 1281h Ct Suite 101 Miami, FL 33186 ("Contractor") and Volta Roofing Inc. with a mailing address of 2329 SW 17" Terrace Miami, FL 33145 ("Subcontractor") both of whom agree to as follows: 11. The Clients. The Subcontractor acknowledges that any work performed under this Agreement must be in accordance with thl: latest version agreements) ("Prime Contract") made between the Contractor and Christine Welstead with a mailing address of 269 NE 100 Street Miami Shores, FL 33138 ("Client") III. Services Provided. Subcontractor agrees to complete the following: Re -roof of Tile Roof and Flat Roof. IV. Subcontractor Responsibilities. Subcontractor shall be responsible for providing the following when performing their Services: • Labor V. Location. The prirmury location for die Services completed by the Subcontractor shall be: ■ 269 NE 100" Street North Shore, FL 33138 TotalJob Cost....................................................................$7,000.00 Liig el Garcia— - --- Building I Inlimited Inc. Volta Roofing Inc. Roof Contractor Cells: (786) 236-9609 (305) 322-8882 12170 SW 128TH COURT Lic. # CCC 057374 Ph. (305) 278-8188 Fax. (30S) 221-8S06 Miami, Florida 33196 Florida Building Code 7th Edition (2020) APR 0 5 2022 D High Velocity Hurricane Zone Uniform Roofing Application Form for Miami -Dade County Section A (General Information) a Master Permit Number: Process Number:_ Contractor's Job Address: ROOF CATEGORY Low Slope ❑ Mechanically Fastened Tile e Mortar / Adhesive lie" ❑ Asphal CITY Metal Panel/Shingles ❑ Wood Shingles/ SesA 0 5 20 2 ROOF TYPE By ❑ New 5fOPDReir ❑ Maintenance Ei4eroo4g 0A covering�,� ROOF SYSTEM INFORMATION....... . Low Slope Roof Area (ft2) Steep SlopeORof Area (ftz) Total (Ft°)". /ZOO Are there gas vents on the roof? O Yesct�PLQ If Yes what type? O Natural ,L,PX ' •' Is there an existing roof top Solar System? O Yes (5q(o If yes will it be reinstalle'? b Yes Q%o ...... Section B (Roof Plan) ' Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 3;-'-6 c i � I L � Z � Y�7 L 0 m m a 9 a m +� T 2 a� 15 E� a U O o a>O o �Dw l U) o t Florida Building Code 7th Edition (2020) High Velocity Hurricane Zone Uniform Roofing Application Form for Miami -Dade County Section C (Low Sloped Roof Systems) Fill in Specific Roof Assembly Components and Identify manufacturer (If a component is not used, identify as "NA") System Manufacturer:Q4—F Product Approval # 19,5_— 0919. o*� Design Wind Pressures, from RAS 128 or Calculations: Zone 1': ' Zone 1: Zone 2:�_ Zone 3:-a1� Max. Design Pressure, from the specific product approval system: P., f Deck Type: Gauge / Thickness: !c QD>4� 90 "00(p Slope: I = I �- Anchor/ Base Sheet & No. of Ply(s): GAIF -0 iVe Anchor/ Base Sheet Fastener/ Bonding Material: 1r +IVL CRllas Insulation Base Layer: Base Insulation Size and Thickness: aJ� Base Insulation Fastener/ Bonding Material: cIJ J- Top Insulation Layer: r,1 A Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: d44- Base Sheet(s) & No. of Ply(s): tAF gj�0 b' a sm0o-t. Base Sheet Fastener/ Bonding Material: �rl�t fy10f01�u! QS p 6 CI ` aO ( S Ply Sheet(s) and No. of Ply(s): _ Ply Sheet Fastener/ Bonding Material: 041 Top Ply: 44F d A yyat - i)Afe& " ShR et Top Ply Fastener/ Bonding Material: -Oot (v►draoe� Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Zone 1' q " oc @ Laps, # Rows Z @ It oc Zone 1 4 Is oc @ Laps, # Rows Z @ 7 " oc Zone 2 " oc @ Laps # Rows @ " oc Zone 3 to oc @ Laps, # Rows 3 @ " oc 0 0 O 0 0 0 0 0 000000 Number of Fasteners Per imWlalgon Board, 0 0 0 0 0 0 000000 0000 000000 Zone 1': Kik Zone1: 4� Zoneer0 Ai -A" Zone 3:ce p' 0 0 000000 0000 0000 0 0 Illustrated Components Noted "a7tti Details agApplicabldlo:o 0 0 a 0 Woodblocking, Gutter, Edge TerA VU150, Strippj ft Eigting, 0 " 0 0 Continuous Cleat, Cant Strip, BaWFIfthing, CounfWasNing, 0 O 0 0 0 0 0 Coping, Etc. 000000 0 0 0 0 0 00 0 000000 0 0 0 Indicate: Mean Roof Height, Pampet Height, Height Base Flashing, o Component Material, Material Tl Scknese, Faster+er• Type, Fastener 0 0 0 0 Spacing or Submit Manufactures Details that Cosnpl�bwilh RAS 111 and Chapter 16. FT. NIL �yt ishgt Sv�� L jr�( Height rr #FT.to 12 Cw Plywood Mean Roof Height 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: ZD -Qi02.. 02 Minimum Design Wind Pressures, From Applicable RAS 127 Table or Calculations: Zone1: DZI Zone 2e: 4q Zone2n:109 Zone 2r: 08 Zone 3e: /08 Zone 3r: %700 Slope Range: ,Q'>— 2:12 to <_ 4:12 Q> 4:12 to <_ 6:12 O > 6:12 to <_ 12:12 Roof Shape: Q All Hip Roofable Roof or Partial Gable/Hip Roof Deck Type: I '>Io Underlayment Type: mw �i zzl .,i •. ... .. . Roof Slope:12 ..:. Insulation: AIIA .. .•. •.. ' Fire Barrier: Ridge Ventil tion? Fastener Type & Spacing: mas bm1 Cap Sheet Type: Qp Gw 111f_&K ;i� r*is Mean Roof Height: Cap Sheet Attachment: L )%e / � ,/ Roof Covering: eo'n S iA�r- Drip Edge Type & Size: kw 31164f 21111 . 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 Mt. If the Mr values are greater than or equal to the M, values 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: 91/`/! x • 31 _ % - Mg: O • ZI = Ma •��32 Product Approval Mf: 4500 (Zone 2e: 1-f xA O. 3I=22-�V)-Mg:6•7-( =Mae/W'/! Product Approval Mf:*,G (Zone2n: NO xxO-51 = 33.A)- mg: 6•ZI =Mr2. 2q•Z? Product Approval Mf: S1•� ( Zone 2r: /08 � x 1, Q• 3 / = 33- ) - Mg: C• V = Mr2, Za• T) Product Approval Mf: 6 r0 ( Zone 3e: loci, x A 0.31 =33 . gcai ) - Mg: 6. Z I = Mri ZZ� Product Approval Mf: J° • 6 (Zone3r./Zl XA0.31=31.CV)_Ms: bP/•ZI =Mar 33•54 Produ ApprovalMf: SY•C *d)om P.Wdy PlacemaO QlRlghf 24.5 rams of 14Y Mkld sides andsealan�S .lac Tile attachment method. Alternate Tile attachment method For Uplift Based tile systems use Method 3. Compare the values for F' with the values for Fr. If th4 v%las are greater than .. or equal to the Fr values for each area of the roof, then the tile attachment method is acceptable. ...... ..:. ....:. Method 3* "Uplift Based Tile Calculations per RAS 127" .... • .. . (Zone 1: x L = x W = ) - ( w) x cos 0 ) = Fa Predget•1pprovillf'- .. .. .. . (Zone 2e: x L = x W = ) - (w) x cos 0 ) = Fr2e Preduot.Approval F':. ...... . . . . . .. . (Zone 2n: x L = x W = ) - (w) x cos 0 ) = Fr2o Product ftpprovjl PI: o ...... (Zone 2r: x L = x W = ) - (w) x cos 0 ) = Fr2, Proaud Approval f.: (Zone 3e: x L = x W = ) - (w) x cos B ) = Fr3. Product Approval F': (Zone 3r: x L = x W = ) - (w) x cos 0 ) = Fr3r Product Approval F': *Method 2 "Simplified Tile Calculations" only applicable in Broward County. Where to obtain information Description Symbol 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 Slope 0 Job Site Aerodynamic Multiplier 1 Product Approval / Notice of Acceptance Restoring Moment due to Gravity M Product Approval / Notice of Acceptance Attachment Resistance Mr Product Approval / Notice of Acceptance Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval / Notice of Acceptance Required Uplift Resistance Fr Calculated Average Tile Weight w Product Approval /Notice of Acceptance Tile Dimensions L=Length W= Width Product Approval / Notice of Acceptance All calculations must be submitted to the Building Official at the time of permit application. 2020 FBCHVHZ COMMON PRESCRIPTIVEANCHOR/BASESHEETATTACHMENTPATTERNS TABLE The 2020 RAi-137Standard Requirements for the Mechanical AttachmentofAnchor or Base Sheets to Substrates and the 2020 RAS-128 Standard Procedures for Determining Applicable Wind Deslpn Pressures far Low Slope Roofs, were used in developing this table. The prescriptive attachment patterns in this table are for use on Risk Category 11 Buildings with plywood substrates using exposure Category C, per ASCE 7-16. The buildings roof slope shall be no greater than 1.5/12 R A Miami -Dade County (MDC) Notice of Acceptance (PICA) i5 required, which Is limited to roof systems with a maximum design pressure of-52.5 psf. General limitation R7 is also required, which allows extrapolation of additional fasteners in roof pressures zones Pl, P2, P3. The maximum -52.5 psf MDC NDA design pressure shall be 2 than the job site PI' wind uplift pressure per the listed roof mean height in RAS-128, In order to use the prescriptive attachment patterns listed in this table. Root Mean He Dmitedto.dedgnpressureot .525 finthea liable MOCNOA Sidelapfastermr s do ink Numberofoonter rows Center rowsfasroner s ci in/k MOCePermlMrw for Contmdors prescript," ottoChment Phone. Pattern ' Field Interior Pl' NOAs d 6" 2 6"o/c PI'=Pispacing ' Field Exterior P1 4"p/c 2 4"o/c 4"o/c@lop &grows 4"o/c 10-15it Perimeter P2 5"c/c 3 5' P2-P3 spacing ' Corner P3 4'o/c 4 4"o/c 4"o/c@lops&4 rows 4"o/c Field Interior P3' INOA spacing 6" o/c 2 6" o/c PI'01 si odnp' 4" o/c @ laps & 2 rows 4" o/c Field Exterior PS 4" o/c 2 4" o/c 1620 it Perimeter P2 4, a/c 3 4" old P2=P3spadng' 4"a/c @ lops &4 rows 4" a/c Comer P3 4" a/c 4 4" o/d Field Interior Pi' (NOAspacing) Wa/c 2 6^a/c PI'=Pl spacing' 4"a/c @ laps &2rows@4"o/c Field Extedor Pl 4"a/c 2 4" a/c 21-25it Perimeter P2 4"o/c 3 4"2/C P2=P3spacing ' Corner P3 4"a/c 4 4"a/C 4"a/c@laps &4 rows 4"o/c Field Interior PI' NOA spadn 6^ o/c 2 6" o/c PI'=Pl s odn ' Field Exterior PS 52/c 2 Fo/C 4"o/c@laps&2rows@4"o/c 26-3p ([ Perimeter P2 4" a/c 3 1 4"a/c P2-P3 spend' Corner P3 1 4" a/c 1 5 1 4" o/c 4" o/c @ laps & 5 rows 4' o/c GAF Pattern' Pl':P3s acln g 4+• 6'a/c @ laps &2rows6�o/c 1 Field Interior Pl' NOAs cl 9'a/c 2 9"a/c Field Exterior Pl 7"o/c 2 7"o/c 10-i5k Perimeter P2 5- did 2 5"o/c P2-P3 o n Corner P3 5"o/c 3 5"a/c 5"a/c @ laps "novisib/c Field Interior Pi' INCA sporting) 9"o/c 2 9"p/c P1'=P1 Field Exterlor Pl - 6"o/c 2 6"o/c 6"a/1@4 B2 rows 6•o/c 16S20ft Perimeter P2 5"o/c 2 5"o/c 12-Al Vi ng 5'a/c @laps L!M^.!b/c Corner P3 5"o/c 3 5" did Field Interior Pl' NOAs d 9"o/c 2 9-a/c Pl'=Pl spadn x.04 Field Exterior PS 6" D/c 2 6" o/c V o/c @ laps & 2 rows 6^ o/c `l" Perimeter P2 4"o/c 2 4"o/c P2-P3APadn Corner P3 4" o/c 3 4" o/c 4^ o/c @ laps & 3 rows 4•a/c Field lnWar P3'(NOA spacing) 9^0% 2 9'o/c PS'=P] otln i FleltlWerior Pl 6"o/c 2 6"o/c 6" o/c@la s& @ "o/c 26-30k Perimeter P2 4"o/c 2 4' did P2=P3 spedng+ Corner P3 4"o/c 3 4"o/C 4"a/c @laps&3 rows 4' a/c Johns Manville Pattern Pl'=Pi spacng' Field interior P1'(N0A spacing) 9"o/C 2 12"o/c it Field Exterior Pl a"o/C 2 8"a/c a^did @la s&2 rows 8^o/c 10-15 Perimeter P2 6"o/C 2 6"o/c Alm P3hopping s Corner P3 Vo/c 3 6"o/c 6"o/c@lopa&3 rows 6'a/a Field Interior Pl' NOA spacing) 9"0/C 2 12"o/c Pl'=Pispacing + Field Exterior Pl 8"o/C 2 8"o/C 8"o/c@laps&2rows 8"o/< 16-20k Perimeter P2 6" o/C 2 6" o/c P2=P3s do ' Corner P3 6"o/C 3 6"o/c 6"a/c @ lops &3 rows 6"o/c Field Interior Pl' INOAspacing) 9"o/c 2 12"o/c PI'•Plspacing ' Field Erterior PS 7"o/c 2 7"o/c 7"a/c @ laps &2rows@7"o/C 23-25k Perimeter P2 5"a/c 1 Z 1 5'. old P2=P3s do ' Corner P3 5"o/c 3 5"0/c 5"o/c@lops &3 rows 5"o/c Field l nterlorpl' NOAs cm 9"o/c 2 12"o/c Pl'=Pis otln ' Feld Exerior PS 7"o/c 2 7"o/c 7"a/c @laps&2rows@7"o/c 26-30k Perimeter P2 5"o/c 1 2 1 5.. old P2=P3nardng- CornerP3 5"o/c1 3 I 5"o/c 5"o/c@laps &3rows 5"o/c 4_ l BUILDINGS h s 60 ft Parapet height < 3 fL ROOF ZONE 1' = INTERIOR ROOFZONE 1 = FIELD ROOF ZONE 2 = PERIMETER ROOF ZONE 3 • CORNER Marc h = eave height O p O O O 0 O O .6h b • O q 00 O 00000a O 0 0 0 0 0 0 0000 O O 0000 0000aa O 0 00 00 O 0000 O O q A e 0 0 0 0 00 0 0 Buildings with least ha itontdl Buildings with least horizontal Buildings with teast horizontal Buildings wan largest horizontal dimension greater than 2.4h c1 mesnron greater than 1.2h but dimension lens than 1.2h and dimension less than 1.2h less than 2.4h largest horizontal dimension greater than 1.2h 0000 A o 0004 0000 O 00Y0 O 0000 0 0 0000 O 00e O O O 00 0 Oe o o A o 0 oe oe o o • o 0 0• 0160000 0 O O 000000 O O 0 0 0 0 0 0 A 00000 q 0 ♦0000 000000 A 0 O 0 0 0 0 0 0 0 0 006000 0 0 Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.qov 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: 03 w zz 10050 NE 2no Ave Miami Shores, FI 33138 Re: Owner's Name: Property Addres Roofing Permit Number: Dear�yilding Official: certify that I am not required.io:retrofii. ih roof to wall connections of my building because: """ "" "" r5'The just valuation for the structure for purpose of ad valorem taxation i6de6s than.... $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the FJO.d6a BuflcliiTg.Code..... (FBC) or with the provisions of 1994 edition of the South Florida Building:C0 38 (1994 3FBC) •, .. . ....% 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 7 Lday of 20 """ CRISTIAN AGUILAR-AGUDELn ,7 , Notary Public, State of Florida at Large Notary Public -State of Florio Commission x HH 103031 My Commission F­i. • 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: http://bldg.miamishoresvillage.com/WebLink/Browse.aspx?id=118080&dbid=0&repo=Mia miShoresVillage RevOI 142021 Owner affidavit of exemption Page 1 of 1 Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.gov AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 / / / ,/ Re: Owner's Name: C& ishyie_ �/el4 Property Address: Z.6 Roofing Permit Number: Date: 3 30 22 1P . .... ...... Dear Building Off' % „;, I: � /�...... I Ulm 'GLNMv f'. certify that I have improved* me roof to wall :.... connections of the referenced property as required by the Manual of Hurt 'cane Mitigation ;••, Retrofits for Existing Site -Built Single Family Residential Structures as adagteo by tho.Flarida...... Building Commission by Rule 9B-3.047 F.A.C. /,cur �di�N �vinanec �• 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 30 day of a(A- 20 2_)_ Notary Public, State of Florida at Large C✓ rn,!"',A"'CRISTIAN AGUILAR-AGUDELO day Notary Public -State of Florida Commission 4 HH 103081 Seal; My Commission Expires March 10, 2025 For Forms and Applications click here: http://bidg.miamishoresvillage.com/WebLink/Browse.aspx?id=118080&dbid=0&repo=Mia miShoresVillage Rev01142021 Affidavit of Compliance with roof to wall Page 1 of 1 Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.gov 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 roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner'WAesthetics-Workmanship: fin the designated space indicates that the item has been explained. 1. the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resi,lgnee and wa�er instruction performance standards. Aesthetics (appearance) are not a•e©nsideratA n with ••••:• respect to workmanship provisions. Aesthetic issues such as color or ar'cfiitectural„• •• appearance, that are not part of a zoning code, should be addressed 65 art of fhe••' •••••� 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 S etion R4401 (Thee" roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacen units of roofing to be performed. 4. q. 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. 5..2Ponding 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. Rev01142021 Owners roofing consideration Page 1 of 2 Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.gov rflow scuppers (wall outlets): It is required that rainwater flows off so that verloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not providec may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. e,� J Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing It amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which ca!,hesult in extending the service life o the roof. ..... ej ....�. etc/ . Owner/Agent's Signature Date Contractor Signature ate :....: .... .... . . .... .... . .. For Forms and Applications click here: http://bldg.miamishoresvillage.com/WebLink/Browse.aspx?id=118080&dbid=0&repo=Mia"': • miShoresVillage RevOI 142021 Owners roofing consideration Page 2 of 2 Permit # Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.gov DATE: 03-ho/ Z INSPECTION AFFIDAVIT I V`idijQ7% (jjUinont?S licensed as a(n Contr t r ngineer /Architect, (Print name and circle License Type) License #: (IcC /330256 ... I did personally inspect ;he roof deck -nailing .. .. .... ....:. 77L z2i�X. ...... On or a (Date & work (Complete Job Site Address) Based upon that examination I have determined the installation was don;a:;cordingto ilte Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida, Miami Dade County: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this 30 day of ffA -)Z 2 Notary Public, State of Florida at Large "��.. CRISTIAN AGUILAR-AGUDEL0 c°°a Notary Pudic -State of Florida �= Commission a HH 103061 ®� My Commission Expires "n,°;;,k:PO March 1o, 2025 For Forms and Applications click here: http://bldg.miamishoresvillage.com/WebLink/Browse.aspx?id=118080&dbid=0&repo=Mia miShoresVillage RevOI 142021 Inspection Affidavit Page 1 of 1 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) 31525-99 NOTICE OF ACCEPTANCE (NOA) w .miamidade.eov/economv GAF 1 Campus Drive Parsippany, NJ 07054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (hi 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.ch"'. . . .... material fails to perform in the accepted manner, the manufacturer will incur the expense of sash testing ...... ... and the AHJ may immediately revoke, modify, or suspend the use of such product orma.1%441 viithin jlltl; jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by MiaAL-J)AJe 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 Fladdd Buildipg'CQde ..:.. including the High Velocity Hurricane Zone of the Florida Building Code. ...... .' 0 : . .. . DESCRIPTION: GAF Conventional Built -Up Roof Systems for Wood Decks. '..' ...... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state Ad - 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. 14-1030.01 and consists of pages 1 through 27. The submitted documentation was reviewed by Jorge L. Acebo. MIAMI DADE COUNTY NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 1 of 27 Membrane Type: BUR Deck Type 1I: Wood, Non Insulated Deck Description: Min. 15/32" thick or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type E(4): Anchor sheet mechanically attached to roof deck. All General and System Limitations shall apply. Fire Barrier: TOPCOAT FireOui' Fire Barrier Coating, VersaShield® Fire -Resistant Slip Sheet (optional) VersaShield® Solo' Fire -Resistant Slip Sheet, installed per manufacturer's installation instructions. Anchor sheet: GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet, Ruberoid® 20 Smooth or GAFGLAS® Stratavene Venting Nailable Base Sheet is secured as described below. Fastening Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. 1-5/8 in. diameter Option #1: tin caps are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —45 psf. See General Limitation #7) *Sao Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. 1-5/94m diameter .... ° : (!F!a7stening tin caps are spaced 6 in. o.c. in the min 4 in. wide anchor sheet side laps and 6 in. o.j.'i. he field of the sheet in two staggered rows. ' "" 0 ". 0900 " ° "' . ° (Maximum Design Pressure: —52.5 psf. See General Limitation #7f °' o ` ° ®m C O O 0 °oo. oovo o Fastening Drill-Tec"' #14 Fasteners and Drill-Tec"'' 3 in. Standard Steel Plates, I�riil°Tec"' A�Prae ° o m o - ° Option #3: Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are spat0Q 4150in. o.q. in:he min. t' " ° ° in. wide anchor sheet side laps and 16 in. o.c. in the field of the sheet 1h No staggered raws. ° ° ° ° 000 (Maximum Design Pressure: —52.5 psf. See General Limitation #7; Y o 0 Y 0 ° ° O O °° ° 000000 Fastening Drill-Tec' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates,privalec' Accugllrace 0 , , O , 0 Option #4: Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaced l?in. o.$5a the min 4 ° in. wide anchor sheet side laps and 12 in. o.c. in the field of the sheet in two staggered' rows. (Maximum Design Pressure: —60 psf. See General Limitation #7) Fastening Drill-Tec'A' #14 Fasteners and Drill-Tec7 3 in. Standard Steel Plates, Drill-Tec' AccuTracl Option #5: Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in three staggered rows. (Maximum Design Pressure: —97.5 psf. See General Limitation #7) Base Sheet: Ruberoid® 20 Smooth adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's installation instructions. Cap Sheet: GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet or GAFGLAS RnergyCap Mineral Surfaced Cap Sheet adhered in a full mopping of hot asphalt applied at 20 — 401bs./sq. installed per manufacturer's installation instructions. MIAMMDADE COUNTY ��Lgyztfzwgqllj NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 25 of 27 Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. l . Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 601bs./sq. 2. Topcoat® Membrane or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. 3. Aluminum Fiber Roof Coating. Maximum Design Pressure: See Fastening Above. 0000 0 0 O 0 0 0 0 0 0 0 0 0 00 0 0 p .. . ..00 0 . 0 ...... 0.0.O 000000 0 000000 0 0 ...... 0 0 0 0 .... .... ..... . 0 0 0 ... O O 0 0 0 0 0. 0 0 0 0 0 0 00 00 .)• 0 0000.0 . O O .. 00 0 0 0 0 0 O. 0 0 0 0 0. 0 . . . . . . .. . . . . .0000. 00 . 00 0 0 0 o . . 0 00 NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 26 of 27 WOOD DECK SYSTEM LUMTATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex Ply' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/a" DensDeck' Roof Board or lh" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rovmg, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilalio% °Encircling vethe ..... ° strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow croSS°veiRilation. asphalt ° application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot atta hb8ls�stem§ Will ill be 000060 °°°°°° ° ° ° limited to a maximum design pressure of 45 psE ° ° ° ° 00 000000 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force,(JFoJyalue of-17So Ibf., as ° ° ° ° tested in compliance with Testing Application Standard TAS 105. If the fastener value° aLS d-tested, ,belov °: ° ° 275 lbf insulation attachment shall not be acceptable. 00 ° ° ° ° ° so ° : 000000 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is -based on a°minimum ° fastener resistance value in conjunction with the maximum design value listed within a specific systpx%. Should t4m° ° : fastener resistance be less than that required, as determined by the Building Official, a tevis8d fastener Spacing, : ° ° ° ° : prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect, orRagigtored ° ° Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 27 of 27 9/8/21, 3:69 PM TGFU.R1306 - Roofing Systems I UL Product iQ Cap Sheet: -Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet" or "GAFGLAS® EnergyCapTM Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 12. Deck: C-15/32 Incline: 1 Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDecke Roofboard" or "DensDecke Prime Roofboard" or "DensDecke DuraGuardl Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCKe Roof Board" (Type FRX-G) or "SECUROCKe Glass -Mat Roof Board" (Type SGMRX). Insulation: — One or more layers perlite or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or phenolic, 1-in. minimum (insulation joints offset a minimum of 6-in. from plywood deck joints). Base Sheet: — One or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS a Flex Ply 6" or "Tri-Ply® Ultra -Flexible Ply 6" or Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" or "GAFGLAS® #80 Ultimal Base Sheet" or "GAFGLAS® Stratavent® Nailable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base Sheet" or Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or'Tri-Piye BUR Granule Cap Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Membrane: — One or more plies "RUBEROIDe Torch Smooth" or "Tri-Ply® APP Smooth" or "Tri-Ply® APP Granule" or "RUBEROIDe Torch Granule" or "RUBEROIDe Torch 180", torch applied or "RUBEROIDe Mop Smooth" or "RUBEROIDe Mop Smooth 1.5" or "RUBEROIDe Mop Plus Smooth" or "RUBEROIDe Mop Granule" or "Inter Flex PRF" or "Tri-Plye SBS Granule", fully adhered with hot roofing asphalt. Cap Sheet: —Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet" or "GAFGLAS® EnergyCapTM' Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 13. Deck: C-15/32 Incline: 1 Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDecke Roofboard" or "DensDecke Prime Roofboard" or "DensDecke DuraGuardTM' Roofboard" or minimum 1/4-in, thick United States Gypsum Co. "SECUROCKe Roof Board" (Type FRX-G) or "SECUROCKe Glass -Mat Roof Board" (Type SGMRX). Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisogrsrfl At composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. ° 0 ° 0 0 0 ° o 0 0 ° ° 0 0 Base Sheet: —Two or more plies Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" or "GAFGLAS®°4$0 UTtimal Basl WOW' or ® ° "GAFGLAS® Stratavent(D Nailable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base Sheet" ab? We t3 "GAMIASe Mineral* ° ° ° ° ° Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet", mechanically fastened or fully adhered with hot roofing ftUr.. ° ° 0 00 00 0 Ply Sheet (Optional): — One or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Ply Flex q'*, ' T-gLAS P1�$ W �'PAFGLA`S ° FlexPly 6 M" or "Tri-Ply® Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. 0000 0000 000 000 Membrane: — One or more plies "RUBEROIDe Torch Smooth" or "Tri-Ply® APP Smooth" or "Tri-Ply® APP Granule° bC'94EROID,0OTotdlll33ranule° ° ° ° ° or "RUBEROIDe Torch 180", torch applied or "RUBEROIDe Mop Smooth" or "RUBEROIDe Mop Smooth 1.5" or "RUPARM)Q Mop PRA Smooth" oP ° ° ° 0 ° "RUBEROIDe Mop Granule" or "Inter Flex PRF" or "Tri-Ply® SBS Granule", fully adhered with hot roofing asphalt. 0 0 0 0 0 0 0 0 ° Cap Sheet: —Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet" or "GAFGLAS® Ener'Zj'yCap1Viper%SurfacdW 00 0 0 Cap Sheet", fully adhered with hot roofing asphalt. 0 0 ° 0 ® ° ° 0 00000 00 0 00 0 0 0 0 0 0 14. Deck: C-15/32 Incline: 2 0 00 Barrier Board (Optional): — OOne or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDecke Roofboard" or "DensDecke Prime Roofboard" or "DensDecke DuraGuardTM' Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCKe Roof Board" (Type FRX-G) or "SECUROCKe Glass -Mat Roof Board" (Type SGMRX). Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or perlite/polyisocyanurate composite or wood fiber/polyisocyanurate composite any thickness mechanically or adhered with hot roofing asphalt. Base Sheet: — One ply "GAFGLAS® Stratavent® Perforated Venting Base Sheet" or Type G2 "GAFGLAS® #75 Base Sheet"or "Tin-Piye #75 Base Sheet" or "GAFGLAS® #80 UltimaTM Base Sheet" or "GAFGLAS® Stratavent® Nailable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet: —Two or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Piye Ply 4" or "GAFGLAS® Ply Flex 6" or "Tri-Ply® Ultra -Flexible Ply 6" or "RUBEROIDe Mop Smooth" or "RUBEROIDe Mop Smooth 1.5" or "RUBEROIDe Mop Plus Smooth", "Ruberoide 20 Plus Smooth" or "RUBEROIDe 20 Smooth", fully adhered with hot roofing asphalt. Membrane: — Type G3 "Tri-Ply® BUR Granule Cap Sheet" or "GAFGLAS® Mineral Surfaced Cap Sheet" or "GAFGLAS® EnergyCapTM Mineral - Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 15. Deck: C-15/32 Incline: 1 Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Barrier Board: — Minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDecke Roofboard" or "DensDecke Prime Roofboard" or "DensDecke DuraGuardl Roofboard" or minimum 1/4-in. thick Untied States Gypsum Co. "SECUROCKe Roof Board" (Type FRX-G) or "SECUROCKe Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive with butt joints in the barrier board products staggered a minimum of 6-in. from plywood deck joints. Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply #75 Base Sheet" or "GAFGLAS® #80 Ultimal Base Sheet", mechanically fastened. Ply Sheet: — One or two plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply 4" or "GAFGLAS® Flex Ply 6", "GAFGLAS Ply 4 M", "GAFGLAS FlexPly 6 M" or Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply #75 Base Sheet" or "GAFGLAS® #80 Ultimal Base Sheet", fully adhered with hot roofing asphalt. https:/,riq.ulprospector.com/en/profile?e=148955 5/61 4/4122, 10:51 PM Roofing Application Standard (RAS) No. 128-20 Standard Procedure for Determining Applicable Wind Allowable Stress Design Pr... 05 located in Exposure Category C or D; and eave heights of less than or equal to 60 feet; and roof incline (slope) <_ 1.5 in.:12 in., and risk category II only. 3.2 Using Table 1 or 2 below, as applicable, determine the minimum design pressure for each respective roof area, which corresponds to the applicable roof height range. 3.3 Referencing the selected Roof Assembly Product Approval, check that the listed maximum allowable components and cladding design pressure for the approved system meets or exceeds those listed in Table 1 or 2 below as applicable. TABLE 1 — MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOIRA90F SLOPE - <_ 11/2:12 RISK CATEGORY II EXPOSURE CATEGORY "C"•,,,,• •,,,, Eave Height Roof Pressure Zonef'�"� 1' 1 2 , 3�'.. <_ 15, -37 -64 -84 -1 15 > 15' to <_ 20' -39 -68 -89 -122 > 20' to <_ 25' -41 -71 -94 -128 > 25' to 5 30' -42 -74 -97 -133 > 30' to 5 35' -44 -76 -101 -137 > 35' to 5 40' -45 -78 -103 -141 > 40' to <_ 45' -46 -80 -106 -145 > 45' to <_ 50' -47 -82 -109 -148 -rn.1 .i CC I. nA III 1C1 UpCodes Premium Leverage the full code compliance platform. PRICING https://up,mdes/viewer/floddatn-test-protocols-2020/chapter/roof app_ptd_l28-20_/roofing-application-standard-ras-no-128-20-standard-procedure-fo... 1/1 414/22, 11:14 PM Roofing Application Standard (RAS) No. 127-20 Procedure for Determining the Moment of Resistance and Minimum Characteristi... values are greater than or equal to the Fr values, for each area of roof, I attachment method is acceptable. TABLE 1 — GABLE ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE - >_ 2:12 to <_ 4:12 RISK CATEGORY II EXPOSURE CATEGORY "C" Roof Pressure Zones Roof Mean Height 1 and 2e 2n, 2r and 3e 3r <_ 15, -74 -108 -128 > 15' to <_ 20' -78 -114 -136 > 20' to <_ 25' -82 -120 ,-142 '. > 25' to <_ 30' -85 -125 " :"'148 > 30' to <_ 35' -88 -129 '...'153 '. > 35' to <_ 40' -91 -132 "-157 > 40' to <_ 45' -93 -136 ,-162 '! > 45' to <_ 50' -95 -139 -165 " > 50, to 5 55, -97 -142 -169 > 55' to 5 60' -98 -144 -171 TABLE 2 — GABLE ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE - > 4:12 to <_ 6:12 RISK CATEGORY II EXPOSURE CATEGORY "C" Roof Pressure Zones Roof Mean Height 1 and 2e 2n, 2r and 3e 3r 515' -57 -91 -128 UpCodes Premium Leverage the full code compliance platform. r 7171 rr 1; PRICING https://up.codes/viewer/Florida/fl-test-protocols-2020/chapter/roof_app_std_127-20_/roof ng-application-standard-ras-no-127-20-procedure-for-determi... 1/1 MIAMFADEI! MIAMI-DARE 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) w .miamidade.aov/eeonomv Tejas Verea, S.A. Lanza S/N 15685 Mesia (Corulia) Spain 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'ramner, the manufacturer will incur the expense of such testing and the AHD may immediately revoke, m;diV or susp&U Ne use of such product or material within their jurisdiction. RER reserves the right to revoke this acpgp(apFe, if iI ls:. ...... determined by Miami -Dade County Product Control Section that this product or material fail,§ S9 33get the regpirements. of the applicable building code. .... This product is approved as described herein, and has been designed to comply with the Flor da.liulding Code.' including the High Velocity Hurricane Zone of the Florida Building Cade. .. .. .. . ... .. DESCRIPTION: Verea "Spanish S" Grade 1 . . .. ...... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, 6ity,hate and folidwing .. 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# 19-0513.06 and consists of pages I through 8. The submitted documentation was reviewed by Freddy Semino NOA No.: 20-0902.02 MIAMI•DADE COUNTY Expiration Date: 03/13/23 • • • • I Approval Date: 12/31/20 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Clay 1. SCOPE This approves a roofing system using Verea "Spanish S" Grade 1 manufactured by Tejas Verea, S.A. in La Coruna, Spain and is distributed by Ceramica Verea, USA Corp., as 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 Applicant Verea "Spanish S" Grade 1 Trim Pieces Verea Hurricane Clip Dimensions L =19.5" W = 10.85" H = 2.8" Length: varies Width: varies varying thickness 2.95" x 0.47" x 0.09" diam. 2.1 MANUFACTURING LOCATION 2.1.1. Mesia (La Coruna) Spain Test Product Specifications Description ASTM C 1167 High profile clay roof Apo Ofor direct000000 Type I deck, adhesjye sqt applica$ipjV. 0 ° Grade 1 ° °°°°°° °°°° °°°°°° ASTM Cl 167 ° Accessorf df fl, Clay roof pieces for: .... o use at hips, °rMS4 ridgeLsoNcrvalley ° ° terminations inanufacturea for each 0 0: ° ° ° ° 0 000 00000 tile 0°°° 0 profil a°°°°° 000000 (Optional taailess steel clip. 0 ° 0 0 ° 00 0 000000 ° ° ° O 0 O 0 0 0 0 ° ° ° • 0 O 00 0 O O ° ° ° 0 00 NOA No.: 20-0902.02 Expiration Date: 03/13/23 Approval Date: 12/31/20 Page 2 of 8 2.2 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Reoort Date American Test Lab of South Florida RT0202.02-18 ASTM C 1167 02/10/18 RT0621.01-16 ASTM C 1167 09/09/16 RT0311.01-14 TAS 101 03/18/14 RT0609.01-20 TAS 101 06/ 12/20 RT0616.01-20 ASTM C 1167 06/23/20 IBA Consultants, Inc. 4709-3 TAS 101 12/21 /07 PRI Construction Materials CVER-013-02-01 TAS 101 12/30/13 Technologies CVER-014-02-01 TAS 102 03/11/14 CVER-015-02-01 TAS 100 04/07/ 14 Redland Technologies 7161-03 Appendix III PA 102 & PA 102(A) Dec. 1991 P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails O 0 0 0000 0 0000 000000 The Center for Applied 25-7094-(3, 6 & 9) 0 0 0 PA 102 0::,,,: 0 , ,Qit 1994 0 , 0 0 0 0 Engineering, Inc. 25-7120-(1 & 2) PA 102 0 0 0 0 0 0 Ngv. 1994 , , 25-7183-(3 & 4) PA 102 0000 jkh 1995 0 0 0 0 0 0 25-7214-(3, 4, &7) PA 102 0 0000 0 Uascdi, 19950 0 0 0 0 25-7804-4 PA 102 00000o 00 00 0 0 0 0 0 0 o e o O 0 O O s o 0 00 0 O-Sep4996 000000 00 0 000000 0 0 O s 0 0 0 000000 0 0 0 0 00 O 0 00000m 0 0 0 0 0 0 0 0 0 00 NOA No.: 20-0902.02 MlAM4400ADE COUNTY Expiration Date: 03/13/23 Fwm• Approval Date;12/31/20 Page 3 of 8 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set file applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Regulatory and Economic Development Department — Product Control Section 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. 4. INSTALLATION 4.1 Verea "Spanish "S" Grade 1 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 (Ibt) Length-1 (ft) ... Widtbgw.(ft) :' Verea "Spanish S' Grade 1 8.0 1.625 0.Vulf " Table 2: Aerodynamic Multipliers - A (ft3) „.... , Tile Profile A01:3) Batten Application A'(ft3) ;•, •, •• Direct Detk Apl1lic8 n ;, Verea "Spanish S" Grade 1 N/A 0.31 : ' Table 3: Restoring Moments due to Gravity - Me (ft-lbf) Tile Profile 2":12" 3":12" 4":12" 5":12" 6":12" 7..12" or Greater Verea Direct Deck Direct Deck Direct Dec Direct Deck Direct Deck Direct Deck "Spanish S" Grade 1 6.46 6.36 6.21 6.01 5.74 5.40 NOA No.: 20-0902.02 Expiration Date: 03/13/23 Approval Date: 12/31/20 Page 4 of 8 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mechanically Attached Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15132" (min. 19/32" plywood) plywood) Verea "Spanish S" 2-10d Ring Shank Nails 28.6 41.2 n/a 1-10d Smooth or Screw Shank 5.1 6.8 n/a Grade 1 Nail 2-10d Smooth or Screw Shank 6.9 9.2 n/a Nails 1 #8 Screw 20.7 20.7 n/a 2 #8 Screw 43.2 43.2 n/a 1-10d Smooth or Screw Shank 23.1 23.1 n/a Nail Field Clip) 1-10d Smooth or Screw Shank 29.3 29.3 n/a Nail Eave Cli 2-10dSmooth orScrew Shank Nails Field Clip) 27.6 27.6 : .'. �•••tl(a •"• •• 2-10d Smooth or Screw Shank 38.1 38*1 1h7a Nails Eave Clip) • • • Table 5: Attachment Resistance Expressed as a Moment - MP(ftrlbf) '....' .. for Mechanically Attached Systems ...... ... .. Tile Fastener Type Direct Deck Direct Deck fratiens •• Profile (min 15/32" (mhv4$/92" plywood) plywood) ;•. •• •• Verea "Spanish S" 2-10d Ring Shank Nails' 33.1 W .. n/a Grade 1 : '..' 1 Installation with a 4" the headlap and fasteners are located a min. of 21/2" from head of tile. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Verea ICP Adhesives Polyset AH-160 63.2121 "Spanish S" ICP Adhesives Polyset AH-160 58.62 Grade 1 TILE BOND Roof Tile Adhesive 53.93 1 Large paddy placement weight 34.6 grams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH- 160. Medium paddy placement w�ght 24.5 grams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH- 160 3 Large paddy placement weight 27.5 grams of Tile Bond Roof Tile Adhesive NOA No.: 20-0902.02 Expiration Date: 03/13/23 Approval Date: 12/31/20 Page 5 of 8 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". VEREA PAIN Cl= LABEL FOR VEREA "SPANISH S" GRADE 1 (LOCATED ON THE SIDE OF 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. 01000 6.1.2 Any other documents required by Building Official or Applicable l ouilding code m carder to o O 0 O 0 properly evaluate the installation of this system. b b a 0000 0 b e b Oo0e0o 0000 000000 0 o.oeoo o e o .0ooe• 000o eo00 0 0 e 0 e oboe 00eo 00000 0 0 00o00e 0 0o0 00000 0 0 0 0 0 00 00 00 O 000000 e 000000 O O 0 O O O O 0 O O O 000000 • O O O 0 e 00 0 0 O O 0 O O O O O O 00 O 0 0 O O O O O O 0 00 NOA No.: 20-0902.02 MArtt-oaoE COUNTYExpiration Date: 0 /13/23 s Approval Date. ` •11/31/20 Pat; 6 'of 8 VERSA "SPANISH S" GRADE 1 a 511 4pYo■ ■ 0 s e o eooe 000000 o e 0 0 00 a 0600 0 0 0 60000e 6000 040e0e O 000000 0 0 0 e0000e 00.0 0000 0 0 a o 0 s e000 0000 •e00e o e 000soo 0 0•e 0e000 o e e o e 00 eo e0 a 0e0000 • 000 0`4 a 0 • o e o 0 0 00 0 060e00 0 0 0 a o e 00 0 a O O 0 OY0000 00 0 oa o a • 0 0 0 o ee VEREA HURRICANE CLIP NOTE. USE OF CLIP IS OPTIONAL. REFER TO MANUFACTURERS PUBLISHED INSTRUCTIONS FOR INSTALLATION DETAIL END OF THIS ACCEPTANCE NOA No.: 20-0902.02 Expiration Date: 03/13/23 Approval Date: 12/31/20 Page 7 of 8 GREEN SUSTAINABLE ATTRIBUTES .SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Section. G.1- SOLAR REFLECTANCE AND THERMAL EMMSTANCE Component Name Initial Reflectance Aged Reflectance Initial Emmitance Aged Emmitance Solar Reflectance Index (SRI) 1. Verea "Spanish S" Clay Roof Tile Grade 1 0.39 Pending 0.83 Pending 41 G.2 - THERMAL RESISTANCE R-Value Insulation / Thickness Assemblies: 2.09 0.46 Verea "Spanish S" Clay Roof Tile Grade 1 - G.3 - LOW VOC COMPONENTS -' Component Name Content 'lrfil A1ii n "'"' I . Verea "Spanish S" Clay Roof I 0% COV's 0% ""o "' 1 Tile Gradel " 1 """" GA - RECYCLED CONTENT / BIO-BASED MATERIAL / RAPIDLY RENEWABLE MATERIAL Component Name % Recycled % Recvcled at Disposal % Bio-based Material % R.newable Material Content at Manuf. , �. 1 _77 Verea "Spanish S" Clay Roof Tile Grade 1 20% IOQ°i$,• G.6 - ROOF SYSTEM LIFE CYCLE Years Assemblies: 150 Verea "Spanish S" Clay Roof Tile Grade l G.7 - REGIONALLY MANUFACTURED COMPONENTS Component Name Manufacturing Location L Verea "Spanish S" Clay Roof Tile Grade 1 Quarry-Crucerio 22 Frades; quartz extracted in surrounding councils Mesia/Frades (La I Coruna)- Spain. Local extraction less than 51mt NOA No.: 20-0902.02 Expiration Date: 03/13/23 Approval Date: 12/31/20 Page 8 of 8 OMMa MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .miamidade.aov/economy ICP Adhesives and Sealants, Inc. 12505 NW 44o'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 Conkot Meetion (In Miami Dade County) and/or the A14J (in areas other than Miami Dade County) reserve the;Wt tq have thys grpduct or material tested for quality assurance purposes. If this product or material fails to perform in She geceptgd:panner, tbg..: manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modily,.or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acce�tmwv, if it is datarmined 3y Miami -Dade County Product Control Section that this product or material fails to meet the regnilements ohhoapplicable building code. ...... • • : This product is approved as described herein, and has been designed to comply with the Florjd&Uy lding Codg including 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 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof file 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 use with approved flat, low, and high profile roof file systems using Polyset® AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications PolyseeAH-160 N/A TAS 101 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPacO N/A 30 & 100 °°°° ° ° Produ-4 Dgftiption° ° ° ° ° ° ° ° : ° ° ° ° ° ° o ° ° ° ° ° ° ° °° O ° 000000 Two component poljtrane foam adhesive ° °°°°°° Dispensing Equipment ° ° ° 0000 ° ° ° ° ° ° ° ° ° ° ° ° ° 0000 ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° Dispensing Equipment, ° ° 00 : ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° 000000 ° ° ° PRODUCTS MANUFACTURED BY OTHERS: ° ° ° ° ° ° : ° ° ° °: 00 ° ° ° ° ° ° Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which li;t attac*unent resistance values with the use of Polyset® AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Test Density @ 73°F ASTM D 1622 Compressive Strength ASTM D 1621 Tensile Strength ASTM D 1623 Water Absorption ASTM D2842 Moisture Vapor Transmission ASTM E96 Dimensional Stability ASTM D2126 Closed Cell Content ASTM D6226 Results 2.1 lbs./ft 3 18 PSI Parallel to rise 14 PSI Perpendicular to rise 29 PSI Parallel to rise 7% 2.3 Perms +0.03% Volume Change @ -40° F., 2 weeks -1.1% Volume Change @158°F., 100% Humidity, 2 weeks 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 CNIMMo�wecout�n�r Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Trinity Engineering Celotex Corp. Testing Services NEMO ETC, LLC Test Identifier #94-060 257818-IPA 25-7438-3 25-7438-4 25-7438-7 25-7492 NB-589-631 7050.02.96-1 P36700.04.12 P39740.02.12 528454-2-1 528454-9-1 528454-10-1 520109-1 520109-2 520109-3 520109-6 520109-7 520191-1 520109-2-1 4p-ICP-20-SSLAP-O 1.B- Rl Test Name/Report TAS 101 TAS 101 SSTD 11-93 SSTD 11-93 SSTD 11-93 ASTM D 1623 TAS 114 ASTM D 1623 TAS 101 TAS 123 TAS 101 TAS 101 TAS 101 Physical Properties O O 0 0 0 00 0 000000 0 0 0 0 0 0 0 0 0 0 0 O O 0000 Oa0.00 O o 00 00 0 0 0 0 0 0 O O 0 0 0 O 0 O o 0 00 0 Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 03/14/96 04/18/12 00 f/le 0000 000o 0 0000 10/23/98 0000 O 0 0000 1af2§19§ 00 O 0 00 O O O o 0 00 00 0 (/®M/9 12/4/20 000000 0 0 0 000000 0 0 000000 O 0 00000 0 0 0 0 0 0 0 000000 m 0 O 0 0 0 0 0 0 O o 0 0 0 0 0 0 0 0 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 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 Polyset' AH-160 roof file 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: I. 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 tile 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 Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is;equired befoie appkcation , of any adhesive. The mix ratio between the "A" component and the "B" component shall be "'naintamt:�i between 1.0-1.15 (A): 1.0 (B). 6. Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or I0"Adhesives Pr6Pack8 3(, , & 100 dispensing equipment only. 7. 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 minute`s after Polyset AH-160` has been dispensed. 9. Polyset® AH-160 placement and minimum patty herein. Each generic tile profile requires the specific placement noted herein accordance with thz `Placement(Detofl`s' CMIAMUMADEOUNTY 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 =Placement.Detail Minimum Paddy Contact Area Eave Course - Flat, Low, High Profiles Flat, Low, High Profiles ---------------- Flat Profile Low Profile High Profile Flat, Low, High Profiles Two -Piece Barrel (Cap Tile) Two Piece Barrel (Pan Tile) Tile Profile All Eave Course #1 #2 #2 #2 #3 17-23 sq. inches 17-23 sq. inches 10-12 sq. inches 12-14 sq. inches 17-19 sq. inches Two Paddys: 8-9 sq. inches at head of tile 9-11 sq. inches at overlap 2 Bed 1 Minimum Paddy Gram Weight 45-65 45-65 30 30 30 12 grams per paddy a s ( each longitudinal 17 grams per bead edge) 20-25 sq. inches each ' bead 65-70 sq. inches ,34 grams,i4i qer pan ; LABELING: , < All approved products listed herein shall be labeled and shall bear the imprint or identifiable t(nar' k' i' oft e manufacturer's name or logo and following statement: "Miami -Dade County Product Control,Approved" or the j�SIiami Dade County Product Control Seal as shown below. C C C C CC C C C C t MIAMI-DADE COUNTY ` � cc Two Piece Two Piece BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAMI•DADE COUNTY ' ,...M NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 Flat/Low Profile Tile l . 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 closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm') square inch adhesive contact with the underside of the tile. ° Medium Profile / Double Pan : j , 1. Starting at the eave course apply pp y a minimum 2' (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayme�it 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 1 (109.7 cm2) — 23 (148.4 cm2) square inch,adhesive contact with the underside of the tile. 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. 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. NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 6 of 11 MIAMI•DADE COUNTY ADHESIVE PLACEMENT DETAIL ## 2 Flat/Low Profile 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 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 minimum 2" (50.8mm) 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#?tljb,tile being set. < < 3. Continue in same manner. In�su e approXimn tely 10" ` (64.5 cmz) - 12 (77.4 cmz) squgrp inch adhesive contact with the underside bf the tile. Medium Profile / Double Panc Tile 1. Starting at the eave course,' a 1` a mm) x 10" (254 mm) x 1"(25 4�� a n42" (SO.G< onto the underlayment positioned as shown der 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" 077.8 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 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: 01/28/21 Page 7 of 11 C •DADE COUNTY ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) 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 cm2) — 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 Portion of the tile closest to; the a✓erlock'cf dic the being set. , 3. Continue in same manner. fn`sui•e approximately 17" (109.7 cm2) - 19 (122.6 cm?)` squace inch adhesive contact with the underside g�'>rt}e tile. NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Nail through plastic cement Paddplbetween Wi -s (when regwredt Battens optlon�vr° ' hinder Nk? Single paddy v on top M tile Oxdin. I� f Sinnggkpad \ under dl ` Singlepaddy / on undedayment,. 1 2 x 1 in. �.•�y loin: 2In. ,% Fascia Flat; Low Profile The Nail through plastic cement Single paddy under tile (when required) Paddy I between tiles I Battens Paddy iunder tilel optional Single or top of tile.. r Single paddy on Y un dayment •., �� - •.� J tin. EaveClosure EaveCourse� lam— Fascia Medlum Profile Tile 1. On the eave course only, 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 for flat tile or under the pan portion of the tile for low or high profile tile closest to the Overlock of the tile 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 in2 (109.7-148.4 cm2) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (1.01.6 mip) x I " (25.4, , < . , mm) foam paddy onto the ui'declayment j,i�?t below ° ` the second course line pcs:t:crcd foam paddy r, under the strengthening i iL i u; lat tile, or -under the pan portion of the tile, closest to the un ie, lock for, the second course tile to be installed. Insure ° o approximately 8-9 in' (51.6 -58.1 cm) of adhesive contact with the underside of the tile. <' � o0 0 0000•0 • o 0 • o0 0 0 (Instructions continued on nett pa e) e o • 0 0 0 0 • ° 0 0 • •O 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 Single paddy under tile (when required) Paddy lbetween tiles) Battens , optionalpaddy (under tileb � � r ,,� �, + Single paddy`\ on undedaymenfY tbx4in. Single 2x4in. paddy on' - top oftile - Eave Course Fascia Weephole Eave dosure + loin.',, tin Drip edge High Profile Tile MIAMI•DADE CO r COUNTY 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/a" (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 cm2) - 11 (71cm2) 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. cor:o o anoa aar°ro o r r o 0o c rood ° ' o 000roo onou or,00°o r 000000 ° ° o u0000c. LOOP OaOd ° r O e O O eooe a000 0aoao n � OOCJOG a 000 00000 0o efl oo 0 000floo ooreee ° ° a e O fl fl ° e °° O O O U O• o 0 o n ° • 0 00 0 0 0 0 • oeooeo o• a o0 o e o 0 o e • 00 NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq. in. Steep pitch applications in contact with the pan tile. A (when required) 2) Turn covers 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 c' Eave closure (motar shown) 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 flush at eave line. Two Piece Barrel - High Profile Tile Two Piece Barrel (Cap and 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 two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) — 70 (451.6 cm2) square inch adhesive contact with the underside rnunno of the pan tile. f 3. Turn covers upside do A r. x-posing the -indersidr of the tile. Apply a min wa.n 1" (25:1 ri.n) x 10" (254 nun) bead of adhesive directly u;i d,e inner- o edge of each side of the rover tile. T,ea-,%r P (- o e approximately 3/4" (19 mm) to l" (25.4 mm) `' ° ° e o from the outside edge of tie 'ile, inward, free of ° e c.90000 foam to allow for expansion. c 0 00000 4. Turn cover tile over after foam is applied and 0 place onto pan tile course. Insure a minimum of 20 (129 cmz) - 25 (161.3 cm2) square inch contact area on each side of the cover tile 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) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 11 of 11 M I�AM�I•DADE MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES RER PRODUCT CONTROL SECTION BOARD AND CODE ADMINISTRATION DIVISION ( 11805 SW 26 Street, Room208 Miami, Florida 33175-2474474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www miamidade eoy/economy Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 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 Connr`61 'Seztion (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the righ' to have this product ° o or material tested for quality assurance purposes. If this product or material fails to perform in the accepter( i canner, thp,, manufacturer will incur the expense of such testing and the AHJ may immediately revoke, rrodi-�,, or suspend the use, ° of such product or material within their jurisdiction. RER reserves the right to revoke this acc2p+cnce, if it,ie determined by Miami -Dade County Product Control Section that this product or material faits to i-ieet the re�:r:r`emente of the applicable building code. This product is approved as described herein, and has been designed to comply with the Flofiva nuilding Code 00000000600 including the High Velocity Hurricane Zone of the Florida Building Code. C 0 O P C O O O O Y O DESCRIPTION: Polyglass Polystick Underlayments ° C G O O c. 0 0 G O C O C O O ABELING: 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. ° 00°O.O O . 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. MIAMI•DADE COUNTY ...e NOA No.: 21-0602.14 Expiration Date: 09/13/22 Approval Date: 08/26/21 Pagel of 7 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS, APP PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick IR-Xe 65' x 3' Or 33.4' x ASTM D 1970 A fine granular/sand top surface self -adhering, APP Manufacturing 3' polymer modified, fiberglass reinforced, bituminous sheet Location #1 & #2 material for use as an underlayment in sloped roof 60 mils thick assemblies. Designed as an ice & rain shield. Polystick TU Max 65'8" x 3'3-3/8" TAS 103 and A rubberized asphalt self -adhering, polyester `reinforced Manufacturing 60 mils thick ASTM D 1970 waterproofing membrane. De5}gnzd� as a a roof tile Location #1 & #2 underlayment. Polystick TU P 32'10" x 3'33/8" TAS 103 and A rubberized asphalt waterproofing membrane; lass- Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced, with a granular surface Location #2 designed for use as a tile roof pn0rTl jiyment. Polystick TU Plus 65' x 3'3-3/8" TAS 103 and A rubberized asphalt self-adhering,`glass-fiVe�/po`tyestef (Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing merr6ra6e, Designed°as a metal Manufacturing roofing and roof tile underlayment. Location #1 & #2 < < < Polystick NITS 6518" x 3133/8" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils 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" x 3133/8" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils 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" x 3'3 %" TAS 103 and Polyester 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 MIAMMADE COUNTY NOA No.: 21-0602.14 F!199-16041Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 2 of 7 EVIDENCE SUBMITTED Test— Agencv Test Identifier Test Name/Reuort 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 06/27/16 PLYG-SC10130.09.16 ASTM D1623 09/22/16 PLYG-SC13035.08.17 TAS 103 & ASTM D4798 10/32/17 LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufartumr's name Or logo, city, , and state of manufacturing facility and the following statement: "Miami -Dade County Prcdurt Control Approved" or the Miami -Dade County Product Control Seal as shown below. ` MIAMI•DADE COUNTY ` 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. MIAMI•DADECOUNTY NOA No.: 21-0602.14 Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 3 of 7 INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(1): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or 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) Membrane: Polystick IR-Xe, Polystick TU Max, Polystick TU P, 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 or more plies of ASTM D 226 Type 11 or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a Mni�n(im"im 4"diea%i` lap. (fob ` base sheet only) << < < Membrane: Elastoflex S6 G, hot asphalt applied Surfacing: See General Limitations Below. C C I l C l Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. Anchor/Base Sheet: One or 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: Polystick TU Plus, self -adhered. Surfacing: See General Limitations Below. MIAMI•DADE COUNTY 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. 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 ProUaUt �'ontrol Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. Th, 'f'a hin toe s hall be pressed in place and formed around the protrusion to ensure a tight fit. A second la rr. OP lgstick shall be p g Y�.pt, pY 11 applied over the underlayment. GENERAL LIMITATIONS: , < 1. Fire classification is not part of this acceptance. 2. Polystick TU Plus, Polystick NITS and Polystick MTS Plus may be used in asphaltic shingles, VV 6Qd §bakes ` 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 the 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. Ex osure Limitations Da s Winter Haven, FL Hazelton, PA Polystick MTS 180 N/A Polystick IR-Xe 90 90 Elastoflex S6 G 180 N/A Polystick TU Plus 180 880 Polystick TU P 180 N/A Polystick TU Max 180 Polystick MTS Plus 180 880 N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. MIA I-DADE COUNTY NOA No.: 21-0602.14 Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 5 of 7 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 be as follows: (See Table Below) Tile Polystick Elastoflex Polystick TU Plus, Polystick Polystick System (E3) Profile MTS S6 G Polystick TU P TU Max MTS Plus MTS Plus with TU Plus Flat Tile Prohibited 4:12 6:12 6:12 5:12 6,;2 without battens Profiled Prohibited 4:12 6:12 6:12 4:1`2, ;� 6:� ?, Tile without battens 10 The above slope limitations can be exceeded only by using battens in accordance with the ,approved (Til.q Systeir, Notice of Acceptance and applicable Florida Building Code requirements. When battens<nP requirb(t; they shall; , be utilized dui in loadin and in t 11 t' m g g sa ono ies. C( I <, Care should betaken during the loading procedure to keep foot traffic to a minimum and to`avoid dropping of tile` i <'f ( C C erectly on the underlayment. Refer to Polyglass' Tile loading detail below for loadin&' procedure —(two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, fora tot01 of 6 tiles —(fur all underlayments except Polystick MTS which shall be loaded onto battens. < r < 0. 0 N bot Uem prepared with POUrMlCK'N Plus 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 para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back -nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage 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 Poly yiless POLYPLUS 50, XtraFlex 50 Premium Modified Wet/Dry Cement or Polyglass PG 509 applied in 6ch-een 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 tile on the underlayments. I'_q'fe t� the Polyglass Tile( Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be usEd bii all projbbts`for pitch/slopes of 7/12" or greater. It is suggested that on pitch/slopes in excess of 6 '/4" i it", `p'recautions` should bd 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 Fcrty`Eioht (4R) Honors.8. Polystick membranes may not be used in any exposed application such as crickets, exposes(' galleys, 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 C =3- NOA No.: 21-0602.14 Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 7 of 7 Co ((Q MAY 0 4 �022 �- �./1 FMX de-7th Edition (2020) F-09 - 22-86 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: Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,314,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 Metal Roofs A,B,D 112,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 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 5. Municipal Permit Application 6. Owner's Notification for Roofing Considerations (Reroofing Only) 7. Any Required Roof Testing / Calculation Documentation Florida Building Code 7th Edition (2020) High Velocity Hurricane Zone Uniform Roofing Application Form for Miami -Dade County Section C (Low Sloped Roof Systems) Fill in Specific Roof Assembly Components and Identify manufacturer (If a component is not used, identify as "NA") System Manufacturer: I' Product Approval # ��� �—I o Design Wind Pressures, from RAS 128 or Calculations: Zone 1': 3 Zone 1: Zone 2:5V Zone 3: ---11� Max. Design Pressure, from the specific product approval system: — Deck 'W OO Type: Gauge / Thickness: 5 /6if CD/\ Q�wCJOIy Slope: I Anchor/ Base Sheet & No. of Ply(s): f JF Anchor/ Base Sheet Fastener/ Bonding Material: i"Zr :Z� (1a i1 CiDO Insulation Base Layer: J�- Base Insulation Size and Thickness: O -- Base Insulation Fastener/ Bonding Material: Top Insulation Layer: ?')A - Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: N" . Base Sheet(s) & No. of Ply(s): ?J6Qe-QiJ 110 frn04 411, ) Base Sheet Fastener/ Bonding Material: 40+ M DAe� A,rJ('to.(f 264) 16/4 Ply Sheet(s) and No. of Ply(s): q Ply Sheet Fastener/ Bonding Material: / K111 Top Ply: 1'fm Euc-sacd Cbk Af'e i ('(Ply Top Ply Fastener/ Bonding Material: Llbt Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Zone 1' " oc @ Laps, # Rows .� Ca " oc Zone 1 oc @ Laps, # Rows 0 CO' " oc i Zone 2 oc @ Laps # Rows -3 @ " oc Zone 3 " oc @ Laps, # Row. A_ C A oc Number of Fasteners Per Insulation Board Zone 1': 0 Zonel: 1 O Zone 2: 00- Zone 3: OA Illustrated Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufactures Details that Comply with RAS 111 and Chapter 16. KUb�2(D i dl Z,(� Ne'4 c Dose plujocd Moan Roof Height t MIAM1-QADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) GAF 1 Campus Drive Parsippany, NJ 07054 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 31525-99 www.miamidade.eov/economv 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: GAF Conventional Built -Up Roof Systems for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. 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. 14-1030.01and consists of pages 1 through 27. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 1 of 27 t Membrane Type: BUR Deck Type 1I: Wood, Non Insulated Deck Description: Min. 15/32" thick or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type E(4): Anchor sheet mechanically attached to roof deck. All General and System Limitations shall apply. Fire Barrier: TOPCOAT FireOutT' Fire Barrier Coating, VersaShield® Fire -Resistant Slip Sheet (optional) VersaShield® Solo' Fire -Resistant Slip Sheet, installed per manufacturer's installation instructions. Anchor sheet: GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet, Ruberoid® 20 Smooth or GAFGLAS® Stratavent® Venting Nailable Base Sheet is secured as described below. Fastening Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. 1-5/8 in. diameter Option #1: tin caps are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —45 psf. See General Limitation #7) CFastenin Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. 1-5/8 in. diameter tin caps are spaced 6 in. o.c. in the min 4 in. wide anchor sheet side laps and 6 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —52.5 psf. See General Limitation #7) Fastening Drill-TecT°' #14 Fasteners and Drill-TecT" 3 in. Standard Steel Plates, Drill-TecT" AccuTrac® Option #3: Flat Plates or Drill-TecT' 3 in. Ribbed Galvalume Plate (Flat) are spaced 16 in. o.c. in the min. 4 in. wide anchor sheet side laps and 16 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —52.5 psf. See General Limitation #7) Fastening Drill-TecT' #14 Fasteners and Drill-TecT' 3 in. Standard Steel Plates, Drill-TecT" AccuTraco Option #4: Flat Plates or Drill-TecT°' 3 in. Ribbed Galvalume Plate (Flat) are spaced 12 in. o.c. in the min 4 in. wide anchor sheet side laps and 12 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —60 psf. See General Limitation #7) Fastening Drill-TecT°' #14 Fasteners and Drill-TecT"' 3 in. Standard Steel Plates, Drill-TecT"' AccuTrac® Option #5: Flat Plates or Drill-TecT' 3 in. Ribbed Galvalume Plate (Flat) are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in three staggered rows. (Maximum Design Pressure: —97.5 psf. See General Limitation #7) Base Sheet: Ruberoid® 20 Smooth adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's installation instructions. Cap Sheet: GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet or GAFGLAS EnergyCap— Mineral Surfaced Cap Sheet adhered in a full mopping of hot asphalt applied at 20 — 40 lbs./sq. installed per manufacturer's installation instructions. NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 25 of 27 Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. Topcoat® Membrane or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. 3. Aluminum Fiber Roof Coating. Maximum Design Pressure: See Fastening Above. NOA No.: 18-0919.07 MIAMI•DADE COUNTY Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 26 of 27 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex Ply' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum %" DensDeck"m Roof Board or %z" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: H 5. 6. 9 10. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 121bs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS I I I and applicable wind load requirements. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and comers). referred within this NOA, General Limitation #7 will not be applicable.) hen this limitation is specifically 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. C •DAD- A � END OF THIS ACCEPTANCE NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 27 of 27 9/8/21, 3:59 PM TGFU.R1306 - Roofing Systems I UL Product iQ Cap Sheet: —Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet' or "GAFGLAS® EnergyCap" Mineral -Surfaced Cap Sheet', fully adhered with hot roofing asphalt. 12. Deck: C-15/32 Incline: 1 Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuard" Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX). Insulation: — One or more layers perlite or glass fiber or polyisocyanurate or urethane or perl ite/polyisocya n u rate composite or perlite/urethane composite or phenolic, 1-in. minimum (insulation joints offset a minimum of 6-in. from plywood deckjoints). Base Sheet: — One or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri-Ply® Ultra -Flexible Ply 6" or Type G2 "GAFGLAS® #75 Base Sheet' or "Tri-Ply® #75 Base Sheet' or "GAFGLAS® #80 Ultima" Base Sheet' or "GAFGLAS® Stratavent® Nailable Venting Base Sheet' or "GAFGLAS® Stratavent® Perforated Venting Base Sheet' or Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet' or'Tri-Plye BUR Granule Cap Sheet', mechanically fastened or fully adhered with hot roofing asphalt. Membrane: — One or more plies "RUBEROID® Torch Smooth" or "Tri-Ply® APP Smooth" or "Tri-Ply® APP Granule" or "RUBEROID® Torch Granule" or "RUBEROID® Torch 180", torch applied or "RUBEROID® Mop Smooth" or "RUBEROID® Mop Smooth 1.5" or "RUBEROID® Mop Plus Smooth" or "RUBEROID® Mop Granule" or "Intec Flex PRF" or "Tri-Ply® SBS Granule", fully adhered with hot roofing asphalt. Cap Sheet: —Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet' or "Tri-Ply® BUR Granule Cap Sheet' or "GAFGLAS® EnergyCap" Mineral -Surfaced Cap Sheet', fully adhered with hot roofing asphalt. 13. Deck: C-15/32 Incline: 1 Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuard'" Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX). Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocya n u rate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocya n u rate composite or phenolic, any thickness. Base Sheet: —Two or more plies Type G2 "GAFGLAS® #75 Base Sheet' or "Tri-Ply® #75 Base Sheet' or "GAFGLAS® #80 Ultimar" Base Sheet' or "GAFGLAS® Stratavent® Nailable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base Sheet' or Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet' or 'Tri-Ply® BUR Granule Cap Sheet', mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet (Optional): — One or more plies Type G1 "GAFGLAS® Ply 4" or 'Tri-Ply® Ply 4" or "GAFGLAS® Ply Flex 6", "GAFGLAS Ply 4 M", "GAFGLAS FlexPly 6 M" or 'Tri-Ply® Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. Membrane: — One or more plies "RUBEROID® Torch Smooth" or "Tri-Ply® APP Smooth" or "Tri-Ply® APP Granule" or "RUBEROID® Torch Granule" or "RUBEROID® Torch 180", torch applied or "RUBEROID® Mop Smooth" or "RUBEROID® Mop Smooth 1.5" or "RUBEROID® Mop Plus Smooth" or "RUBEROID® Mop Granule" or "Intec Flex PRF" or "Tri-Ply® SBS Granule", fully adhered with hot roofing asphalt. Cap Sheet: —Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet' or "Tri-Ply® BUR Granule Cap Sheet' or "GAFGLAS® EnergyCap" Mineral -Surfaced Cap Sheet', fully adhered with hot roofing asphalt. 14.0leck: C-15/32 Incline: 2 arrieBoard (Optional): — OOne or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuard" Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX). Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocya n u rate or perlite/polyisocyanurate composite or wood fiber/polyisocya n u rate composite any thickness mechanically or adhered with hot roofing asphalt. Base Sheet: — One ply "GAFGLAS® Stratavent® Perforated Venting Base Sheet' or Type G2 "GAFGLAS® #75 Base Sheet'or "Tri-Ply® #75 Base Sheet' or "GAFGLAS® #80 Ultima" Base Sheet' or "GAFGLAS® Stratavent® Nailable Venting Base Sheet' or "GAFGLAS® Stratavent® Perforated Venting Base Sheet', mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet: —Two or more plies Type G1 "GAFGLAS® Ply 4" or'Tri-Ply® Ply 4" or "GAFGLAS® Ply Flex 6" or "Tri-Ply® Ultra -Flexible Ply 6" or "RUBEROID® Mop Smooth" or "RUBEROID® Mop Smooth 1.5" or "RUBEROID® Mop Plus Smooth", "Ruberoid® 20 Plus Smooth" or "RUBEROID® 20 Smooth", fully adhered with hot roofing asphalt. Membrane: — Type G3 'Tri-Ply® BUR Granule Cap Sheet' or "GAFGLAS® Mineral Surfaced Cap Sheet' or "GAFGLAS® EnergyCap- Mineral - Surfaced Cap Sheet', fully adhered with hot roofing asphalt. 15. Deck: C-15/32 Incline: 1 Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Barrier Board: — Minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuardT" Roofboard" or minimum 1/4-in. thick Untied States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive with butt joints in the barrier board products staggered a minimum of 6-in. from plywood deck joints. Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet' or "Tri-Ply #75 Base Sheet' or "GAFGLAS® #80 Ultima' Base Sheet', mechanically fastened. Ply Sheet: — One or two plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply 4" or "GAFGLAS® Flex Ply 6", "GAFGLAS Ply 4 M", "GAFGLAS FlexPly 6 M" or Type G2 "GAFGLAS® #75 Base Sheet' or "Tri-Ply #75 Base Sheet' or "GAFGLAS® #80 Ultima" Base Sheet', fully adhered with hot roofing asphalt. https://iq.utprospector.com/en/profile?e=148955 5/61 Phone: (305) 662-3710 A-1 Engineering Inspection Services Inc Fax' (786 '^-2627 4228 SW 70 CT Miami FL 33155 Lab Certification # 20-0210.01 alroofinspection@gmail.com Anchor Sheet Fastener Spacing Calculation Project Information: Permit Number: Process Number: Roofing Contractor: VOLTA ROOFING Job Address: 2329 SW 17 TER MIAMI FL 33145 Job Name: Volta Building Information: Exposure Category C Mean Height: 12.0 ft. Parapet Height: 0.0 ft. Roof Deck: Plywood 5/8" Date: 5/4/2022 Risk Category 2 Notes: All information provided by roofing contractor. i i Roofing System Information: Roof System Manufacturer: GAF Miami Dade Product Approval Number: 18-0919.07 Membrane Description: #75 Base Sheet Sheet Manufactured Width: 39.28 inches Fastener Description: Ring Shank Roofing Nail 1.25" & Tin Caps System Type: E(4) Head Lap Width: 4.00 inches Product Approval Fastener Spacing for Head Lap (side lap): 6.0 inch o.c. Number Center Rows (between head laps) and Fastener Spacing: Product Approval Maximum Design Pressure: Architectural Appearance Calculation Requiring 3/4" Ring Shank Nails—? 2 rows @ 6 inch o.c. -52.5 psf No Calculated Fastener Spacing Results: Extrapolate from: Z1' Per RAS 117 Anchor/Base Sheet Attachment calrjdntinnc- Design Pressure Head Lap FS Center Rows Center Rows FS Z1' -37.00 6 inches o.c. 2 6 inches o.c. staggered Zi -64.00 4 inches o.c. 2 4 inches o.c. staggered Z2 -84.00 5 inches o.c. 3 5 inches o.c. staggered Z3 -115.00 4 inches o.c. 4 4 inches o.c. staggered - ......... .,r...., ,B seal & signature YtNAN T: LEYVA PE67416 extrapolation formula based on sections 10.4 - 11.2.3 RA5117-20 FL Test Protocols HVHZ 2020 7th Ed. Net Width = sheet width - head lap. Net Length = isq/NetWidth. Fasteners per Square = 1/Specifed Fastener Spacing x 12/1 x Net Length/1 x # Rows/1. Fastener Value (fy) = Max Design Pressure x Sq.ft. per Fastener. Fastener Spacing = fy x 144 / Design Pressure x Row Spacing (in.) Side lap (also called head lap). Fastener spacing should not exceed 12" oc generally. Metal Decks must have at least fasteners no less than 6" oc. When required for architectural appearance Table 2 shall be used for fastener value of ring shank nail (32) or #7 wood screw (45). Calculations based on FBC 2020 7th Edition HVHZ Pagel-2 A-1 Engineering Inspection Services, Inc LAB CERTIFICATION # 20-0210.01 Job Name: Volta Job Address: 2329 SW 17 TER MIAMI FL 33145 SF: MH: 12 Slope: 0.25 LHD: 40 Length: 45 Exposure: C Risk: 2 Parapet Hgt: 0 LHD Sides: 2 Zone 1': -37 Zone1: -64 Zone 2: -84 Zone 3: -115 Layout: a Z3L: 7.2' Z3W: 2.4' Z2W: 7.2' Z1W: 7.2' Per FBC 2020 7th Edition RAS 128 MH: Average Eave Height LHD: least horizontal dimension Length: largest dimension Risk Category: only Risk Cat 2 for RAS 128 Tables alt layout: 2 Local Business Tax Receipt Miami —Dade County, State of Florida —THIS IS NOT A BILL — DO NOT PAY 4171963 BUSINESS NAME/LOCATION BUILDING UNLIMITED INC 12170 SW 128TH CT 101 MIAMI, FL 33186 OWNER BUILDING UNLIMITED INC Worker(s) RECEIPT NO. RENEWAL 3725331 SEC. TYPE OF BUSINESS EXPIRES SEPTEMBER 30, 2022 Must be displayed at place of business Pursuant to County Code Chapter 8A — Art. 9 & 10 196 SPECIALTY BUILDING CONTRACTOR CCC057374 PAYMENT RECEIVED BY TAX COLLECTOR 75.00 09/06/2021 INT-21-375772 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit, or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles — Miami —Dade Code Sec 8a-276. MIAMI-DADE For more information, visit www miamidade.eov/taxcollector �1� � iKl. � CERTIFICATE OF LIABILITY INSURANCE aA0 /09/ 022 t)5/09/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGI4TS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER, IMPORTANT: ff the certificate holler is an ADDITIONAL INSURED, the policy (des) must have AODMONAL INSURED provisions Or be endorsed. N SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the Certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: PHONE: (800) 277-1820 X 4800 FAX: (727) 797-0704 E-MAIL ADDRESS: FrankCrum Insurance Agency, trw- 100 South Missouri Avenue INSURERS(S) AFFORDING COVERAGE NAIC11 INSURER A: Frank Winston Crum Insurance Company 11600 Clearwater, FL 33756 INSURED INSURER B: INSURER C: INSURER D: FrankCnlm t_ICIF Building Unlimited Irn: 100 South Missouri Avenue INSURER F. INSURER F Clearwater, FL 33756 UUVtKA4et5 GEfITIFICATE NUMBER- BB9797 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN iSSUEDTO THE INSURED NAMED ABOVE FOR Tt1E POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF £NSURAW* ADDL IMMO SUBA WYD PIXJCY NtN1i+ER POLICY EFF (MWDO/YYYY) POUCY EXP (1"A+VDMYYY) LIMITS i COMMERCIAL. G04DIArrrL LIABILITY EACH OCCURENCE S i!! LYAIAIS MADE OCCUR DAMAGE TO RENTED PREMISES tEa � aa�xarkn} .� S ED £XP #Ally orw Paraan) S PERSONAL A AOV INJURY � S efNY. GENERAL AGGREGATE 8 AGGREGATE LIMIT APPLIES PER POLICY El PROJECT El LOG PRODUCTS-00NIP)OP AGG 5 OTHER a AUT01400£LE LLJNLrTY ODWINED SINGLE UNIT (£a as xim) $ ANY AUTO BODILY INJURY (Per i�) 8 OWNED ALROS SCHEDULED ONLY UTOS flioaxY £NJl WY (Par acadamJ S r� HIRED AUTOS NUTC60 LY Y AUTOS ONLY PROPERTY DAMAGE (Par aCCWW0 tNfBftkX" LM,9 Occut EAOx OC CURE.NCE S AGGREGATE S GEES LIAO IMS MADE- DED I RETENTIONSWOPK S F.T£S OOMPE?' S TIDN AND EMPLOYERS' LIABILITY YIN Ot PER STATUE OTNEFI ANY PROPRIETOWPARTNERAE ECUTA+E OrF£CERruEMK--REXC;LUDED> F[_EACH ACCIDENT ss,000,000 A NIA VVC202200000 0110IM22 01/0112023 E.L. DISEASE -EA EMPLOYEE S1.000' w (Mmda" 1. NM It yes describe wvw DESCRIPTION OF £L. D£SF.ASE•POLICY LIMIT 8t.t)04,000 OPERATIONS baba DESCRIP-nON OF OPEAAi'tC3NS! LOCATIONS 1 VEMLES IACORD tot, Addttionst Ral wka Sch edul% may be attached it more space is required) Effective 0512712019, coverage is tot 1001% of the employees o1 FrankCrurn leased to Building Unlimited Inc (Client) for whom the client is reporting hours to FrankCrurn. Coverage is not extended to statutory employees. wilding Unlimited Inc. LIG# CCCO57374 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TIME EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores Village AUTHORIZED REPRESENTATIVE 10050 NE 2 Ave. ,✓ ✓' "f %� , Y Miami, FL 33138 ,r--._ . 01985.2111$ ACORD CORPORATION. All rights reservers. ACORD 25 (2015I<DS) The ACORD name and logo are registered marks of ACORD