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RF-10-23-2561Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date:12/04/2023 Location Address Parcel Number 920 NE 100TH ST, Miami Shores, FL 33138 1132060340210 Contacts Permit NO.: RF-10-23-2561 Permit Type: Roof Work Classification: Tile/Flat Permit Status: Approved Expiration: 06/04/2024 KATHLEEN ROTUNDO Owner Roof Giants Inc Contractor 920 NE 100 ST, MIAMI SHORES, FL 331382513 Karibay Porras 3363 Sheridan st 3363 Sheridan st, HOLLYWOOD, FL, FL 33021 Business: 9545431777 roofgiantspermits@gmail.com Description: RE -ROOF TILE & FIAT - VEREA CLAY - TERRACOTTA I Valuation: $ 54,770.00 RED Total Sq Feet: 4,052.00 Fees Amount Application Fee - Other $50.00 CCF $33.00 DBPR Fee $11.48 DCA Fee $7.65 Education Surcharge $16.50 Permit Fee (Manual) $18.30 Permit Fee (Manual) $696.70 Scanning Fee (Manual) $12.00 Technology Fee (Manual) $76.50 Total: $922.13 Inspection Requests 305-762-4949 Payments Date Paid Amt Paid Total Fees $922.13 Credit Card 10/18/2023 $50.00 Credit Card 12/04/2023 $872.13 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 1 assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the abgve named contractor to do the work stated. McIItR tiIRP Authorized Signature: Owner Applicant / Contractor / Agent Date December 04, 2023 Page 2 of 2 Miami Shores Village I2F C EIVED BUILDING PERMIT APPLICATION Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 OCT 18 2023 RV:_ FBC 207-0 - '14rh Master Permit No. I\ F- 10--2-3 -2` 4 I Sub Permit No. ®BUILDING Ij ELECTRIC Ef ROOFING [3REVISION © EXTENSION RENEWAL PLUMBING I3 MECHANICAL ❑ CHANGE OF 0 CANCELLATION Ia SHOP CONTRACTOR DRAWINGS JOB ADDRESS: c`jZo �. (00 S'r City: Miami Shores Countv: Miami Dade Zip: Folio/Parcel#: I - 0 7;r.} - OZ I O Is the Building Historically Designated: Yes NO ✓ Occupancy Type: �7 Load: Construction Type:... Flood Zone: t}.QS2 BFE: FFE: OWNER: Name (Fee Simple Titleholder): k-PCTJ-We> �1 UFO Phone#: 9&S i- S4S - li 777 Address: G2a f%r-- lam ST• �. �c City: MBA-�-Al m-�---- � state: -t=t_. zi��p:33�3� Tenant/Lessee Name: Phone#: 54640J Email: fooeG/IaASp—O(rnC�5 {VlGtlI-CD(t� CONTRACTOR: Company Name: I^JC Phone#: '1ST(- SN-3,1 17-77 Address: `S3 63 S I"7—ALI DA,� ST *2o q 4-IOl t lL--j� :fL, 33 02 ( Email: Q-Oat=GI/� ,�,,7_5- Qualifier Name: 5� =�6�- q p 5 Phone#: 9S+ 343 -i7-n State Certification or Registration #: 4�7� • Certificate of Competency #: CCC {332--47G DESIGNER: Architect/Engineer: Address: City: State: _Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: 14, c7S2 Type of Work: 0 Addition pp 0 Alteration ® �ot® New � Repair/Replace Demolition r Description of Work: �" � (-- - --n "'l-F—L1 - Specify color of color thru tile: \ -G LAB Submittal Fee $ 50• 0 Permit Fee $ 70 • CCF a) CO/CC $ _6 Scanning Fee $ 12'7Cc) 7 DCA Fee $ 1 • `eS- DBPR $ 11 • Notar Technology Fee $ Training/Education Fee $ I�'S(D Double Fee Structural Reviews $_ P&Z Review $ ,�_ Bond TOTAL FEE NOW DUE $ (Revised04/05/2022) 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 jab site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this I !)— day of ppOGT�I7 - 20 Z�� by KATRU150"1 'WTQr-VO , who is personally known to me or who has produced �, V L as identification and who did take an oath. NOTARY PUBLIC: Signature CONTRA OR The foregoing instrument was acknowledged before me this 13 day of ���� 20Z3 by K�T sQA`I 6 , who is personally known to me or who has produced -T7 L • 19 L as identification and who did take an oath. NOTARY PUBLIC: Sign: �G Sign:S Print: � a. Print: -s Steven array Seal: My Commission HH 063256 0,a', °Iles Nolary Public State of Florida V-`? o� my C_1tn22024 Seal: r r Steven Elharrar P d pf °` r o` My Commission HH 063256 `^.of ,0 ExPres 1111212024 APPROVED BY ( 2� Plans Examiner Zoning Structural Review Clerk (Revised04/05/2022) Al ENGINEERING 4228 SW 70 CT MIAMI FL 33155 Tel:305-662-3710 Fax:786-800-2627 a 1 roofinspection@gmail.com LAB CERTIFICATION #16-0510.15 SITE SPECIFIC INFORMATION UPLIFT TEST — TAS #106 01 /03/2024 Roofing Contractor Roof Giants Inc Permit # RF-10-23-2561 Job Address 920 NE 100TH ST Miami Shores, FL 33138 Owner's Name KATHLEEN ROTUNDO Type of Tile Verea Clay Terracotta Date Installed 12/25/2023 Approximate Roof Height 15 feet Roof Pitch 3/12 Type of Access to Roof Ladder Approximate Square Footage of Roof 40 ft2 Required Testing Force 35 Lbs Date Tested 01/03/2024 NumberofTests 87 Testing EquipmentF.G.E.100 Contact Name Catherine Phone # 7869889904 LOCATION # OF TEST PASS # OF TEST FAIL Corner 11 Tests 11 Pass Test Fail Perimeter 19 Tests 19 Pass Test Fail Field 40 Tests 40 Pass Test Fail Ridge 17 Tests 17 Pass Test Fail TOTAL 87 Tests 87 Pass o Test 0 Fail IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 1U6, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUAUTYCONTROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE 10 THE REQUIREMENTS OF DARE COUNTRY, WITH NO DEVIATIONS. THIS REPORT IS NOT GUARANTEED IN CASE OF CASED; NATURAL DISASTERS. THIS REPORT IT IS NOT VAUD FOR INSURANCE CLAIMS Iltttlllfrr 10MgS7j7��i� ............ b%GENS *� 7 0 , ,0 STATE OF ((/� ���(•'•FG ORIDP'..'G��� SS**6NAL Yenan T. Leyva. PE 67416 ,an„mV 202E Job Address 920 NE 100TH ST Miami Shores, FL 33138 Permit Number RF-10-23-2561 Roof Drawing 51 1 S5 -21 24 NJA• 5' $o 68 78 56 61 59 58 1 79 48 53 75 BE 81 71 70 82 ?� 64 85 69 65 51 72 49 84 74 66 52 63 67 6C 87 .5 Sc 62 83 _2 77 s� RECRIVED Florida Building Code 7th Edition (2020) High Velocity Hurricane Zone Uniform Roofing Application Form for MiaMj.Dade Cow yt Section A (General Information) Master Permit Number: nC F-- 10 -- 23 -2- w) Process Number: Contractor's Name: 4� Gka,�.n-s l aJ G - Job Address: ROOF CATEGORY Iff Low Slope ❑ Mechanically Fastened Tile ❑ Asphaltic Shingles CrMetal Panel/ Shingles ROOF TYPE ❑ New Roof ❑ Repair ❑ Maintenance V— Pq1 q/ti3 ❑ Mortar / Adhesive Set Tile ❑ Wood Shingles / Shakes ROOF SYSTEM INFORMATION 21--R-eroofing ❑ Recovering Low Slope Roof Area (ft2) 12� Steep Sloped Roof Area (ft') Total (ftZ) ,,� Li O Z Are there gas vents on the roof? 0 Yes U No If Yees�s what type? O Natural 0 LPX Is there an existing roof top Solar System? 0 Yes Qd"No If yes will it be reinstalled? 0 Yes 0 No Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of narnnatc CITY < COPY �J�.ClfNl„i_ Miami Shores Village Building Departme Zoning Dept. Date Building Dept. Date Subject to compliance with all Federal, State and�ounty rules and regulations Permit#i�F— lb-2-3-21z ,t ROOF AREA 920 NE 100 ST MIAMI Hip 174' 4" Valley �) 95' 9" 23----7 1,,- %j \ /Nr 0 \\\ V I — 25 01 r � G Giants 18 / 10 \/ _i31 I� v Rake 10- 2" `. Eave 3 311' 5" / 47 - Flashing a - 39' T 4 N w Step Flashing '5 )F \N 20 w 21 —9 6--5 N /7 2Q 25 18 2023 rzEcEIVED OCT 18 2023 Florida Building Code 7th Edition (2020) BY: 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: Product Approval # h2 - Oollol • 12 Design Wind Pressures, from RAS 128 or Calculations: Zone 2': 3a Zone 2: r (A Zone 2: — 9 4 Zone 3: I i5 Max. Design Pressure, from the specific product approval system: —5'2.6 Deck Type: !QJUJOOCA Gauge/Thickness: Sib Slope: O t1.. Anchor/ Base Sheet & No. of Ply(s): tsi a Anchor/ Base Sheet Fastener/ Bonding Material: tit f Insulation Base Layer. N f A Base Insulation Size and Thickness: ►,� ik Base Insulation Fastener/ Bonding Mat al: Top Insulation Layer. Klk Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: a« Base Sheets) & No. of Ply(s): Qje Me, gRe � �$ Base Sheet Fastener/ Bonding Material: 1'�RSaa+(S�ttar�+P64-� WPS ZrautS tz"o•��teld Ply5heet(s) and No. of Ply(sl: �?_qc uipl?.told 42D Ply Sheet Fastener/ Bonding Material: 46 -moved Rs4n /kt�+4 eg S Top Ply: ! 4n }•ill m l l Top Ply Fastener/ Bonding Material: A- -*oPed k6t; - -Mpe r Surfacing; Fastener Spacing for Anchor/Base Sheet Attachment,. toner 6 "nCLMtaps,#Rows Zones 4 " oc @ raps, # Raw, cc Zone q "oc@raps#Raws 3 ��"at Zone 3 q " oC taps, # Raws 0 @ " me Number of Fasteners Per Insulation Board Zone1':!f Zone2:�iA Zone Z:N1a Zone3: WIA 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, FastenerType, Fastener Spacing or Submit Manufactures oetalls that Comply with RAS tit and Chapter 26. C-igfMlne c(( lki�-fficf u �1e rje.}ilit pl( - —FT.— - tStft Parapet "eight RMz ool Heigh[ 3x3 dltp ed�ye. — U To 64f gwc& baseEhe* �t3� 14dk-moged �Q��+ �mcuocs RECEIVED ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 7th Edition (2020) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer. Notice of Acceptance Number. BY: Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Zone l.-- F Zone 2e: aq Zone 2n:"l04 Zone 2r:10'g Zone 3e:: Zone 3r:—t 29 - Deck Type: OCT 18 2023 nType Undedayment: 4 3D (} T-MD 'u6 �H Slope: 12 insulation:, Fire Barrier: 141 Ridge V n il ttt'on? Fastener Type & Spacing: I Adhesive Type: IU' Mhet e )� Type Cap Sheet Mean Roof Heigh: _ �® Roof Covering: oK12}p Ill Type &Size Drip �3 AEI 2 Edge: woCA 476 FLORIDA BUILDING CODE — BUILDING, 7th EDITION (2020) Phone: (305) 662-3710 A-1 Engineering Inspection Services Inc Fax: (786) 800-2627 4228 SW 70 CT Miami FL 33155 Anchor Sheet Fastener Spacing Calculation Project Information: Permit Number: Roofing Contractor: Roof Giants Inc Job Address: 4296 SW 49th St FT LAUDERDALE Job Name: Roof Giants Building Information: Exposure Category C Risk Category 2 Mean Height: 12.0 ft. Parapet Height: 0.0 ft. Roof Deck: Plywood 5/8" Process Number: Lab Certiflb3tibrrq GET*-X,7 D alroofinspection@gmaii.com Date:1RK/20-23 --. Notes: All information provided by roofing contractor. Roofing System Information: Roof System Manufacturer: GAF Miami Dade Product Approval Number: 18-0919.12 System Type: E (S)#2 Membrane Description: #75 Base Sheet Sheet Manufactured Width: 39.28 inches Head Lap Width: 4.00 inches Fastener Description: Ring Shank Roofing Nail 1.25" & Tin Caps Product Approval Fastener Spacing for Head Lap (side lap): 6.0 inch o.c. Number Center Rows (between head laps) and Fastener Spacing: 2 rows @ 6 inch o.c. Product Approval Maximum Design Pressure: -52.5 psf Architectural Appearance Calculation Requiring 3/4" Ring Shank Nails ? No Calculated Fastener Spacing Results: Extrapolate from: Zl' Per RAS 117 Anchor/Base Sheet Attachment Calculations: Design Pressure Head Lap FS Center Rows Center Rows FS Zi' -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 -94.00 5 inches o.c. 3 5 inches o.c. staggered Z3-11S.00 4 inches o.c. 4 4 inches o.c. staggered FS = fastener spacing seal & signature y�'x JaW'..r14'L. This item has been electronically signed and sealed '�� - $ _ cn.v npnd. by yenan Tomas Leyva, PE on October 16'h 2023, using a SHA authentication code. .bNAI„a Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copy, extrapolation formula based on sections 10.4 - 11.2.3 RAS117-20 FL Test Protocols HVHZ 2020 7th Ed. Net Width = sheet width - head lap . Net Length = Ssq/NetW idth. Fasteners per Square=1/Specifed Fastener Spacing x 1211 x Net Length/1 x N Rows/I. 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 1O/11/2O23 Al Engineering Inspection Services Job Name: Roof Giants Job Address: 4296 SW 49th St Dania Beach FLDania Beach, FL 33314 SF: MH: 12 Slope: 0.25 LHD: 11 Length: 27 Exposure: C Risk: 2 Parapet Hgt: 0 LHD Sides: 2 Zone 1': -37 Zor l: -64 Zone 2: -84 Zone 3: -115 Layout: C_ ZU: 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 foi RAS 128 Tables alt layout: This item has been electronically signed and sealed by Yenan Tomas Leyva, PE on October 161h 2023, using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copy. �CEIVEL� e ;: Florida Building Code 7th Edition (2020) Orr 1 3t High Velocity Hurricane Zone Uniform Roofing Application Form for Miami-&ae-Count -- Section E (Tile Calculations) For Moment based tile systems, choose Method 1. Compare the values for M,with the values from Mf. 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" 1 Enter positive uplift pressures when using this table ('t ( Zone 1:-71i x 7f 0,31 =-Z� ) - Mg: (0.-1to = Mn (b.58 product Approval Mf: Sg / (zone 2e: -114 x a 0.3% =-22.cl ) — Mg: G.3Q, = Mr2e l6•S8 Product Approval Mf: G9 .% (Zone 2n:-:o8 Xxo.3\=-aa-A'i$-Mg:6.3(-=Mr2e27•t7- Product Approval Mf: 6g.r. (Zone 2r:—to8 xl.0--3i=-33&4§-Mg: Io-36 =Mr:r'2-7•l7- Product Approval o pproval Mf: �O (Zone3e:--\OF) XX0.3=-33.N�.36 =Mr3eZ7-t2 Product Approval ME �y7 ( Zone 3r: - 12-8 xaC)--b\ =-3q-�)-Mg: (�,.3fo = Mr3r 33.3LProduct Approval Mf: S�'b•� \ 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 the F' values 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 9 ) = Fri Product Approval F': (Zone 2e: x L = x W = ) - (w) x cos o ) = Fr2e Product Approval F': (Zone 2n: x L = x W = ) - (w) x cos B ) = Fr2n Product Approval F': (Zone 2r: x L = x W = ) - (w) x cos B ) = Fr2, Product Approval F': (Zone 3e: x L = x W = ) - (w) x cos B ) = Fr3e Product Approval F': (Zone 3r: x L = x W = ) - (w) x cos B ) = Fr3, Product Approval F': *Method 2 "Simplified Tile Calculations" only applicable in Broward County. mrynnuuvn Description Symbol Where to Find Design Pressure g 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 Mf Product Approval / Notice of Acce tance Required Moment Resistance M, Calculated Minimum Attachment Resistance F' Product Approval / Notice of Acceptance Required Uplift Resistance F, 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. Roof Giants Inc 3363 Sheridan St Suite 209 Holly wood FL 33021 (954)543-1777—RooLionts@qmail.com State License # CC0332476 www.Ri)ofGiants.com CLAY TILE PROPOSAL Proposal Date-8/28/23 Client's Info For office use only: T3930 f122 Pitch: —3__ Height J Q_ Exp Ceilina N Drip Edge. B Om Ort btQ M r (305) 790-9196 e: HOA (Name & Phone): LSource Re re gore onpibadjusters com Notes: 920 NE 100th St Miami, FL, 33138 S'olar—k—Gas,Y_ Skylight a Scope of wo -, -Apply for and acquire all required permits (included), HOA approvals (included), inspections (included), Engineer tests. - All work to meet or exceed Florida latest building codes. - Tarp around perimeter of property to minimize damage to the landscape and surrounding areas - Complete removal of the existing roof system down to the wood or concrete decking. - Remove and replace any rotted wood decking throughout entire roof area. (Up to 150 SF of plywood OR 501nft of V Joint at no charge) - Remove and replace any rotted fascia boards with the same kind and reinforce trusses as needed. (Up to 40 LF at no charge) - Re -nail entire roof decking using lid ring shank nails every 6" on center, per current building code. - Install new 301b Asphalt saturated felt water barrier underiayment to entire roof surface area. - Install new galvanized 26 gauge metal drip edge flashing to the entire perimeter of roof. - Install new 26 gauge valley metal at all valley and transition areas. - install new lead boots at all pluming stacks. - Install new 26 gauge metal vents replacing the existing ones. - Install POLYGLASS TU-MAX Synthetic 2nd water barrier Peel and stick underiayment -Install new Clay rile to the entire roof area using ICP 160 adhesive foam. -Install new hip and ridge Clay riles at all hip and ridge areas. - Use roofing cement on all joints and flashings. - FIAT ROOF - Install new GAF #75 base sheet mechanically fastened (Nailed down). - FLAT ROOF - Install new GAF RUBEROID 20 Smooth 2^ 1 water barrier using Hot mop system. - FIAT ROOF - Install new 26 gauge metal drip edge to the entire perimeter. - FIAT ROOF - install 9" strip to the entire perimeter of the roof per newest building code- - FIAT ROOF - Install new GAF mineral surface cap sheet granulated membrane using Hot mop system. - Clean up, remove and haul away all debris, use magnet to pick up fasteners from the ground. We will do our best to find all. TBe Manufacturer: VEREA Profile_ SPANISH S Color (Steedard Included): TERRACOTA The fine s9�9i7t5 -PLEASE EXPECT LONG LEAD TIMES FOR TILE DEUVERIES, USUALLY BETWEEN 14-SO WEEKS DEPENDING ON STYLE, WE HAVE NO CONTROL OVER RI - Extras (As needed): Plywood —$4.5/SF, V-joint/fascia/Beams reinforcement -$10/LF, Cedarfwcia/ Metal Flashing- $20/LF, Furring 1"x2" - $1.5/1-F. - Any additional/ unforeseen work NOT mentioned in this proposal, will cause extra charges. - Due to the rapid increase in material cost this proposal is only valid for 14 days -100% Financing is avallable through the PACEprogram Ask us for more details! Guarantee -10 years guarantee against leaks Total project cost: $54,770 Payable 10%at contract signing - 3o% at permit approval - 40%at tear off-20%upon completion The above prices and the separate terms and condition page are hereby accepted. You are authorize to perform the above work. The signer of this agreement personally guarantees payment Accepted Date: 16 q 43 Signature: Z Print name: Ir•im L N Roof Giants: HPIrc���Ii �11 L FEE OG O'm ll r ril>,Ii"'LIL,- Summary Report Generated On: 10/10/2023 1 Folio 11-3206-034-0210 Property Address 920 NE 100 ST MIAMI SHORES, FL 33138-2513 Owner KATHLEEN ELIZABETH ROTUNDO Mailing Address 920 NE 100 ST MIAMI SHORES, FL 33138 Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths /Half 4/3/0 Floors 1 Living Units 1 Actual Area 3,168 Sq.Ft Living Area 2.210 Sq.Ft Adjusted Area 2.621 Sq.Ft Lot Size 11,800 Sq.Ft Year Built 1951 --- - ' clTiilJ➢fJtl - --_-_. _ Year - 2023 --- 2022--- - 2021 Land Value $825.944 $625,220 $378,39f Building Value $242.180 $242,180 $182,42, Extra Feature Value $0 $0 $( Market Value $1,068,124 $867,400 $560,82C Assessed Value $240,592 $233,585 $226,782 NOW I--- _-A -- Benefit Type 2023 2022 2021 Save Our Homes Assessment Cap Reduction $827 532 $633,815 $334,038 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). MIAMI SHORES SEC 8 PB 14-33 LOTS 8&9BLK 170 LOT SIZE 100.000 X 11 a OR 16171-4427 TO 29 1293 1 Year 2023 COUNTY Exemption Value $50,000 Taxable Value $190,592 SCHOOLBOARD Exemption Value $25,000 Taxable Value $215,592 CITY Exemption Value $50,000 Taxable Value $190,592 REGIONAL Exemption Value $50.000 Taxable Value $190,592 2022 2021 $50,000 $50,000 $183,585 $176,782 $25,000 $25,000 $208,585 $201,782 $50,000 $50,000 $183,585 $176,782 $50,000 $50,000 $183,585 $176,782 _-iiJ�i 11111i1zt14Y°�; IEISI Previous OR Book - Sale Price Page Qualfcation Description 05/27/2014 $100 29188-1323 Corrective, tax or QCD; min consideration 12/01/1993 $186,300 16171-4429 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://Www.miamidade.goWinfo/disclaimer.asp OCT 18 2q�8 ''.COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION Tejas Verea, S.A. Lanza SIN 15685 Mesin (Cormia) Spain SCOPE: BY. MIAW-DADE COUNTY 1 PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidad e.eov/economy l 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: Verea "Spanish S" Grade 1 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA# 20-0902.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigers, NOA No.: 22-1202.02 MIAMHMDE COUNW7 Expiration Date: 03/13/28 Approval Date: 03/09/23 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Cateaorv: Roofing Sub CateQorv: Roofing Tiles Ma.=rial: 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 Ceramka Verea, II,SA 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 Apoh,_a t Dimensions Verea "Spanish S" Grade 1 L =19.5" W=10.85" H=2.8" Trim Pieces Verea Hurricane Clip Test Product Specifications Description ASTM C1167 High profile clay roof tile. For direct Type I deck, adhesive set applications. Grade 1 Length: varies ASTM C 1167 Accessory trim, clay roof pieces for Width: varies use at hips, rakes, ridges and valley varying thickness terminations manufactured for each tile profile. 2.95" x 0.47" x 0.09" diem. 2.1 MANUFACTURING LOCATION 2.1.1. Mesia (La Coruna) Espana (Optional) stainless steel clip. NOA No.: 22-1202.02 Expiration Date: 03/13/28 Approval Date: 03/09/23 Page 2 of 7 RECEIVED 2.2 EVIDENCE SUBMITTED OCT 18 2023 Test Agency Test Identifier Test Name/Report BY: Date American Test Lab of South Florida RT0202.02-23 ASTM C 1167 02/09-- /23--- 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 The Center for Applied 25-7094-(3, 6 & 9) PA 102 Oct. 1994 Engineering, Inc. 25-7120-(1 & 2) PA 102 Nov. 1994 25-7183-(3 & 4) PA 102 Feb.1995 25-7214-(3, 4, &7) PA 102 March, 1995 25-7804-4 PA 102 Sep.1996 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 required, refer to applicable building code. may 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. NOA No.: 22-1202.02 MIAMH=EC0UNrY Expiration Date: 03/13/28 Approval Date: 03/09/23 Page 3 of 7 CEIVED OCT 18 2023 Table 1: Average Tile Profile (lbf) (W)and msions (I x w ) Length -I (ft) Width-w Table 2: Aerodynamic Multipliers - A (W) Tile Profile A (ft3) Batten Application A (ft3) Direct Deck Application Verea "Spanish S" Grade 1 N/A 0.31 Table 3: Restoring Moments due to Gravity - M9 (ft-lbf) Tile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" Profile or Greater Verea Direct Deck Direct Deck Direct Deck I Direct Deck I Direct Deck I Direct Deck "Spanish S" 6.46 6.36 6.21 6.01 5.74 5.40 Grade 1 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mechanically Attached Systems Tile Profile Fastener Type Direct Deck (min 16/32" plywood) Direct Deck (min. 19132" plywood) Battens Verea "Spanish S" Grade 1 2-10d Rinq Shank Nails 28.6 41.2 n/a 1-10d Smooth or Screw Shank Nail 5.1 6.8 n/a 2-10d Smooth or Screw Shank Nails 6.9 9.2 n/a 1 #8 Screw 20.7 20.7 n/a 2 #8 Screw 43.2 43.2 n/a 1-10d Smooth or Screw Shank Nail Field Clip) 23.1 23.1 n/a 1-10d Smooth or Screw Shank Nail Eave Clip) 29.3 29.3 n/a 2-10d Smooth or Screw Shank Nails Field Clip) 27.6 27.6 n/a 2-10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 n/a Table 5: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mechanically Attached Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" plywood) plywood) Verea "Spanish S" Grade 1 2-10d Ring Shank Nails' 33.1 48.1 n/a 1 Installation with a 4" the headlap and fasteners are located a min. of 2'/:" from head of tile. NOA No.: 22-1202.02 MuutFo4oEcouN Expiration Date. 03/13/28 Approval Date: 03/09/23 Page 4 of 7 Table 6: Attachment Resistan E for Single Patty Tile Tile Profile "Spanish S" Grade 1 ICP Adhesi ICP Adhesiv 2 See manufacturer's component approval for installat 3 Larne add placement of 34.6 rams of Pol set® A 4 Medium add lacement of 24.5 rams of Pol set® 5 Medium add placement of 28.5 rams of The Dow ce xpressed as a Moment - Mt (ft.-Ibf) Adhesive Set Systems ves ion Application Poi sei@ AH-160 es Pol set® AH-160 Roof Tile Adhesive Minimum Attachment Resistance 63. 213 5821 64 53.95 requirements. H-160. AH-160. Chemical Company Tile Bond. 5. LABELING ! 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed be or following statement: "Miami -Dade County Product Control Approved", g low, VEREA SPAIN CE, LABEL FOR VEREA `'SPANISH S" GRADE 1 (LOCATED ON THE SIDE OF TILE 6. BUMDING PERMff REQumEmmNTs: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to w properly evaluate the installation of this system. 1. I APPROV NOA No.: 22-1202.02 Expiration Date: 03/13/28 Approval Date: 03/09/23 Page 5 of 7 r PROFILE DRAWINGS VERSA "SPANISH S" GRADE 1 a VERSA HURRICANE CLIP NOTE: ME OFCLIPIS OPTIONAL. REFER TO MA yUFA j PUBLISHED INSTRUCTIONS FOR BOTALUTIONDETAIL END OF THIS ACCEPTANCE NOA No.: 22-1202.02 amumv Expiration Date: 03/13/28 Approval Date: 03/09/23 Page 6 of 7 I4-F-cniVra) OCT I 8 2A3j GREEN SUSTAINABLE ATTRIBUTES BY: SA 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 EMMITANCE Component Name intaal Aced Initial Aged Reflectance Index (SRI) Reflectance Reflectance Emmitance _Solar EmmitanVerece 1. 0.39 Pending 0.83 Ro Pending 41 Clay Roof Clay Roof Tile Grade 1 G.2 - THERMAL L 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 Emission 1. Verea "Spanish S" Clay Roof 0% COWS 0% Tile Grade 1 GA - RECYCLED CONTENT / BIO-BASED MATERIAL / RAPIDLY RENEWABLE MATERIAL Component Name Recycled Content at % Recycled at Disposal °/u Bia-based Material % Renewable Material Manuf. 1. Verea "Spanish S" ClayRoof Tile Grade 1 20% 100% G.6 - ROOF SYSTEM LIFE CYCLE Years Assemblies: 150 1 Verea "Spanish S" Clay Roof Tile Grade 1 G.7 - REGIONALLY MANUFACTURED COMPONENTS Component Name Manufacturing Location 1. VereaSpamsh S" Clay Roof Quarry-Crucerio 22 Frades; quartz extracted in surrounding councils Mesia/Frades (La Tile Grade I Coruna)- Spain. Local extraction less than 5 Ian NOA No.: 22-1202.02 MuuHronps courm Expiration Date: 03/13/28 Approval Date: 03/0923 Page 7 of 7 CEIVEn 00 18 20g3 COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DMSION Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 BY: MIAW-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 w -miamidade goy/economy Lm1w.'3 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: Polyghtss Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERNIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Tailure 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 21-0602.14 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. APPROVED NOA No.: 21-1217.02 Expiration Date: 09/13/27 Approval Date: 09/08t22 Page 1 of 7 R-M CEIVED OCT 18 2023 ROOFING COMPONENT APPROVAL ------ Category: Roofing Sub-Cateflorv: Underlayment Material: SBS, APP PRODUCTS DESCRIPTION: Product Dimensions Test Product Ssecification Description Polystick 1R-Xe 65' x T Or 33.4' x ASTM D 1970 A fine granular/sand top surface self -adhering, APP Manufacturing Location #I & #2 3' 60 mils thick polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. Polystick TU Max 65'8" x 3'3-3/8" TAS 103 A rubberized asphalt self -adhering, polyester reinforced Manufacturing 60 mils thick waterproofing membrane. Designed as a a roof tile Location #1 & #2 underlayment. Polystick TU P 32'10" x 313/8" TAS 103 A rubberized asphalt waterproofing membrane, glass - Manufacturing 130 mils thick fiber/polyester reinforced, with a granular surface Location #2 designed for use as a tile roof underlayment. Polystick TU Plus (Surface Printing) 65' x 3'33/8" 80 mils thick TAS 103 A rubberized asphalt self -adhering, glass-fiber/polyester reinforced waterproofing membrane. Designed as a metal Manufacturing roofing and roof tile underlayment. Location #1 & #2 Polystick MTS 65'8" x 3'33/8" 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 3'33/8" 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 APPROVED NOA No.: 21-1217.02 Expiration Date: 09/13/27 Approval Date: 09/08/22 Page 2 of 7 Test Agency Trinity I ERD NEmo I etc. LLC LABELING: EVIDENCE SUBMITTED Test Identifier Test Name/Report P40390.10.12 P37590.07.13-1 P45270.05.14 P46520.10.14 P44360.10.14 P43290.10.14-R1 PLYG-SC7550.03.15 PLYG-SC 10130.06.16-3 PLYG-SC 1013 0.06.16-1 PLYG-SC 10130.09.16 PLYG-SC 13035.08.17 PLYG-SC 15855.05.20-A 4j-PLYG-2I-SSUDL-03.A ASTM D 1970 ASTM D6164 TAS 103, TAS 110 & ASTM D1623 ASTM D1623 TAS 103 & TAS 110 ASTM D 1970 & TAS 110 TAS 103 & ASTM D4798 TAS 103 & TAS 110 ASTM D1970 & TAS 110 ASTM D1623 TAS 103 & ASTM D4798 TAS 103 -& TAS 110 ASTM D 1970 Date 10/03/12 07/02/13 05/12/14 10/03/14 10/07/14 10/17/14 03/24/15 06/27/16 06/27/16 09/22/16 10/32/17 05/29/20 10/29/21 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement. Nami-Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. haewtEnaoa�ouNr�r BUILDING PERMU 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. MiAMIQADEcSouMY NOA No.: 21-1217.02 Expiration Date: WOW Approval Date: 09/08M Page 3 of 7 RECEIVED OCT 18 a� 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 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: Elastoflex S6 G, hot asphalt applied Surfacing: See General Limitations Below. Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(3): 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. MIAMFDADECWNTY NOA No.: 21-1217.02 Expiration Date: 09/13/27 Approval Date: 09/08/22 Page 4 of 7 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck anels and sweep the deck thoroughly to re move any dust and debris prior to application. P 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 Product Control Notice of Acceptance. & All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. GENERAL LMTATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick TU Plus may be used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, adhered roof tile using ICP Adhesive Polyset RTA-1, mechanically fastened roof file systems and quarry slate roof assemblies. Polystick MTS may be used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, mechanically fastened roof the systems and quarry slate roof assemblies. Polystick MTS Plus, may be used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, mechanically fastened roof tile systems and quarry slate roof assemblies. Polystick TU P may be used in asphaltic shingles, wood shakes and shingles, mechanically fastened roof tile systems and quarry slate roof assemblies. Polystick IR-Xe may be used in asphaltic shingles, wood shakes and shingles, and quarry slate roof assemblies. Polystick TU Max may be used in non-structural metal roofing, adhered roof file using ICP Adhesive Polyset RTA-1 or ICP Adhesives Polyset AH-160, and mechanically fastened roof file systems. Elastoflex S6 G may be used in adhered roof file using ICP Adhesive Polyset RTA-1 or ICP Adhesives Polyset AH-160, and mechanically fastened roof file systems. 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 Maxt 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. &F OOUNiY NOA No.: 21-1217.02 �' Expiration Date: 09/13/27 Approval Date: 09/08/22 Page 5 of 7 - ' i-1;ij OCT 18 2023 7. 8. 9. rul proaucrs astea herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. 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) t ie Profile Polystick MTS Elastoflex S6 G Polystick TU Pius, Polystick TU P Polystick TU Max Polystick MTS Plus stem 3 MTS Plus with Flat Tile Prohibited 4:12 6:12 6:12 TU Plus 6:12 without battens 5:12 Profiled Prohibited 4:12 6:12 The above slope limitations can be exceeded only by using battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. When battens are required, they shall be utilized during loading and installation of tiles. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure — two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, for a total of 6 tiles — for all underlayments except Polystick MTS which shall be loaded onto battens. 10. 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. PenroDADe courm NOA No.: 21-1217.02 111-1,1911143, Expiration Date: WOW Approval Date: 09/08/22 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 %" 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 Polyglass POLYPLUS 50, XtraFlex 50 Premium Modified Wet/Dry Cement or Polyglass PG 500 applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading file on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #8 and #9. 6. Battens and/or Counter -battens, as required by the file manufacturers NOA, must be used on all projects for pitch/slopes of 711/12" or greater. It is suggested that on pitch/slopes in excess of 6 1/4"/12 precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass POLYPLUS 50, XtraFlex 50 Premium Modified Wet/Dry Cement or Polyglass PG 500 to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 401bs 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 MUTATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE MWMIMMECOUN7Y NOA No.: 21-1217.02 ' • • Expiration Date: 09/13/27 Approval Date: 09/08/22 Page 7 of 7 8ETI$M3 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION ICP Adhesives and Sealants, Inc. 12505 NW 44" Street Coral Springs, FL. 33065 BY:. AIIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Sheet, Room 208 Miam4 Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.miamidade eov/economy 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: Polyset® AR-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 renews NOA 20-1124.07 and consists of pages I through 11. The submitted documentation was reviewed by Alex Tigera. MUWFDADE COUNTY NOA No.: 22-0411.02 rgumfyjll Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof the adhesive Materials: Polyurethane SCOPE: This approves Polyset'a 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 Polyse& AH-160. PRODUCTS MANUFACTURED By APPLICANT: Product Dimensions Test Specifications PolysetPAH 160 N/A TAS 101 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPack® N/A 30 & 100 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED By OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of Polysee AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density @ 73OF Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content T= Results ASTM D 1622 2.1 lbs./ft.3 ASTM D 1621 18 PSI Parallel to rise 14 PSI Perpendicular to rise ASTM D1623 29 PSI Parallel to rise ASTM D2842 0% ASTM E96 2.3 Perms ASTM D2126 +0.07% Volume Change @ -40' F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks ASTM D6226 94% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. m NOA No.: 22-0411.02 Expiration Date: WNW Approval Date: 05/05/22 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test Identifier _Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 257818-IPA TAS 101 04/08/94 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories Polymers Division NB-589-631 ASTM D 1623 02/01/94 Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21 /12 TAS 123 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 MEMO ETC, LLC 4p-ICP-20-SSLAP-01.B Physical Properties 11/I 1/20 LmTATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polysee AH-160 shall solely be used with flat, low, & high file 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 Polysee AH-160 roof tile adhesive with their file 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. MWMw�►u ouNTY NOA No.: 22-0411.02 Expiration Date: 05/10W Approval Date: 05/05/22 Page 3 of 11 OCT 18 2023 BY:_ , 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 required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP Adhesives ProPacko 30 & 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 beset within Ito 2 minutes after Polyset® AH-160 has been dispensed. 9. Polyset' AH-160 placement and minimum patty weight shall be in accordance with the'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. MAMFDADE COUNTY NOA No.: 22-0411.02 "�ffjamyExpiration Date: 05/10/27 Approval Date: 05/05/22 Page 4 of 11 OCTi8 9� BY: LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. MUUIFOADE COU�FunjNTY ...v my BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. APPROVED Fa NOA No.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 5 of 11 Rnq cExvE]D OCT 18 2023 BY:-- --- ADHESIVE PLACEMENT DETAIL # 1 Nall through plastic cement (when required) NdlthroughpWticc* (whenrequired) Paddy(BeneathTile) Underl"M 101n.a 21n.vdde Battens optimal Save cuum iasda Mephole 10in. tin, Eavedosuro 0dPedge APPflOVED FlatUw Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 Ru ) 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. High Profile / Single Pan Tile L 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.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: WORM Page 6 of 11 RECEIVED OCT 18 2023 Mail through plastic cement hr. APPROVED11 BY: ADHESIVE PLACEMENT DETAIL # 2 aoaure Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib 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 strengthening rib closest to the Overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2) - 12 (77.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 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 Overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 22-0411.02 Expiration Date: 05/1027 Approval Date: 05/0522 Page 7 of 11 R8C 1r-IVF,D 0 C I 18 2az3 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 overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cmZ) - 19 (122.6 cm2) square inch adhesive contact with the underside of the tile. MIAMFd1DECWfm NOA No.: 22-0411.02 Fnag 1 Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Paddy (between ales] I I on top owt bae in. Flattlow Profile Tile Medium Profllenle MU1MFWpE COUNTY t lbetw ,tllesi tael Em Owure Fascia On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x V (25.4 mm) foam paddy onto the underlayment positioned as shown, under 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 cm') of adhesive contact with the underside of the file 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course file to be installed. Insure approximately 8-9 in' (51.6-58.1 cm2) of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 22-0411.02 Expiration Date: 05/10427 Approval Date: 05/0R22 Page 9 of 11 R-rCEIVEI:) OCT 18 2023 ADHEswE PLACEMENT DETAEL #1: 3 (CONTINIIED) High ProflleTile r APPROVED lhetwe u1m7 do m BY: 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x'/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 cm) - 11 (71 cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. NOA No.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel - High Profile Tie 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 cm) square inch adhesive contact with the underside of the pan tile. 3. Turn covers upside down exposing the underside ofthe tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm) - 25 (161.3 cm2) square inch contact area on each side of the cover file to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) milers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 11 of 11 Miami Shores Village - BUILDING DEPARTMEN EjV , — 10050 NE 2 Ave Miami Shores, FL 33138 �i 1 8 2023 305-795-2204 www.msvfl.aov Y — SECTION R4402.13 l e/v� 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's initial in the designated space indicates that the item has been explained. 1• M- Aesthetics -Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. _Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. k FL 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. �_(L Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. Rev01142021 Owners roofing consideration Pooe 1 of 2 Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.gov 6. _Overflow scuppers (wall outlets): kl6 /tf t 3 It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. --I�=�Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional ventiMg which can result in extending the service life of the roof. 10-13-2-M3 Owner/Agent's Signature Date io/I®2©z3 Contractor Sig at re Date For Forms and Applications click here: http://bidg.miamishoresvillage-com/WebLink/Browse.aspx?id=118080&dbid=0&repo=Mia miShoresVillage Rev01142021 Owners roofing consideration Paqe 2 of 2 Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.aov 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: fc) - 1 3-Z-Q23 10050 NE 2"d Ave Miami Shores, FI 33138 Re: Owner's Name: Property Address: qZ�,D Ne kz)o Sj' Mtpm% Roofing Permit Number: Dear Building Official: I > certify that I am not required to retrofit the roof to wall connections of my building because: Fk(the just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature State of Florida, Miami Dade County Print Name The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of 2023 Notary Public Slate of Florida Steven Elhatra ,' PAy Com rcon HH C53256 ' Notary Public, State of Florida at Large "°'rPa " ' ' 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://bidg.mia mishoresvillage.com/WebLink/Browse.aspx?id=118080&dbid=0&repo=Mia miShoresVillage Rev01142021 Owner affidavit of exemption Page 1 of 1 RECEIVED Florida Building Code 7th Edition (2020) OCT 18 1";,3 High Velocity Hurricane Zone Uniform Roofing Application Form for Miag3ip de 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 1,2,3,4,5,6,7 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 1,2,3,4,5,6,7 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