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RF-05-22-1319
Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number ......... ............ _........._ . _............... 95 NE 96TH ST, Miami Shores, FL 33138 1132060130880 Contacts SK FLORIDA HOMES LLC Owner CHASE ROOFING AND CONTRACTING INC Contractor 2200 BISCAYNE BLVD, MIAMI, FL 33137 TAMARA CHASE Mobile: 7864197106 JKOLICH11@GMAIL.COM Mobile: 9546808588 vanessat@chaseroofing.com . ........ _._.._..._.._...-._.__........._.....-..-. ......._._.......................__...-...........---.. __. _._.._ . Description: RE -ROOF TILE AND FLAT Valuation: $ 29,245.00 Inspection Requests. 305 162 4949 ` Total Sq Feet: 3,039.00 Fees Amount Application Fee - Other $50.00 CCF $18.00 DBPR Fee $4.88 DCA Fee $3.25 Education Surcharge $6.00 Roofing Fee $275.00 Technology Fee $8.13 Total: $365.26 Payments Date Paid Amt Paid Total Fees $365.26 Check # 6049 05/24/2022 $50.00 Check # 6065 06/07/2022 $315.26 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVI : I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constr ct' and zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date CkAA-a, D C2 -f, ( TUVN June 07, 2022 Page 2 of 2 Miami Shores Village v .V..rL MAY 2 4 2022 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20-2,.D BUILDING Master Permit No. _05:"2�z--(l� PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC 0 ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL [—]PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 95 NE 96 ST �? City: Miami Shores County: Miami Dade Zip: 3 b I • V Folio/Parcel#:11-3206-013-0880 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): SK FLORIDA HOMES LLC Phone#:786-419-7106 Address: 2200 BISCAYNE BLVD City: MIAMI State: FL Zip: 33137 Tenant/Lessee Name: Phone#: Email: JKOLICH11 @GMAIL.COM CONTRACTOR: Company Name: CHASE ROOFING AND CONTRACTING INC phone#: 954-680-8588 Address: 1150 SW 10TH AVENUE SUITE 201 W City: POMPANO BEACH State: FL Zip: 33069 Qualifier Name: TAMARA CHASE Phone#: 954-680-8588 State Certification or Registration #: I�I Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: r City: State: Zip: Value of Work for this Permit: $ zq 12 "f Square/Linear Footage of Work: 3d39 Type of Work: ❑ Addition F Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: RE ROOF TILE AND FLAT Specify color of color thru tile: Submittal Fee $ Permit Fee $� ' V V CCF $ (% v " CO/CC $ Scanning Fee $ Radon Fee $ -3• DBfPRR $ Notary $ Technology Fee $ V' I Training/Education Fee $ "y 1/ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ I 2V (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 Zip 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 OW ER or AGENT The foregoing instrument was acknowledged before me this l �0 day of J t',U�j-xs 20 22 , by j�yaEa�A A \ pi who is personally known to me or who has produced identification and who did take an oath. Sign: cam' Print: Signature _ qkimko--� CONTRACTOR The ��foregoing instrument was acknowledged before me this CJ day of ahCC JJl�✓1-- __.__., 20 , --, by ��-��✓� t�a� , who is personally known to as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Print: Seal: QV �01A,? ' : Seal: My Cmw. Ex/Mft .. 091291202111 � r '.11't PUBL�G Or` APPROVED BY OF fV,, ions Examiner ttn Structural Review (Revised02/24/2014) �'Al "r, Notary Public`5tate of Florida _°. �� Karon Wnndnates a My Commission HH 149005 i�j� Expires 09/24/2025 or fl as ************ Zoning Clerk 24/05/2022, 12:17 Detail byEntityName Department of State / Division of Cor,2o abois / Search Records / Se;:;rcit by Entity Na yle / Detail by Entity Name Foreign Limited Liability Company SK FLORIDA HOMES LLC Filing Information Document Number FEI/EIN Number Date Filed State Status Last Event Event Date Filed Event Effective Date M21000001074 85-4325444 01 /27/2021 DE ACTIVE LC AMENDMENT 06/15/2021 NONE Principal Address 2200 BISCAYNE BOULEVARD MIAMI, FL 33137 Mailing Address 2200 BISCAYNE BOULEVARD MIAMI, FL 33137 Registered Agent Name & Address NEWBERG, JONATHAN 2200 BISCAYNE BOULEVARD MIAMI, FL 33137 Authorized Person(s) Detail Name & Address Title AP/P KAHN,JOSHUA 2200 BISCAYNE BOULEVARD MIAMI, FL 33137 Title VP NEWBERG, JONATHAN 2200 BISCAYNE BOULEVARD MIAMI, FL 33137 https://search.sunbiz.org /Inquiry/CorporationSearch/SearchResultDetaiI?i nq ui ryWe= EntityN ame&di rectionTWe= Initial &searchN ameOrder=SKF LORIDAH 0... 1/2 Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.gov 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 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Date: t Property Address: �,;� �t t✓ Y �-� t'(,t���a�s �'� t Roofing Permit Number: Dear Building Official: I _1,(z, 1_� LV u.k )4A-1 n/ certify that I am not required to retrofit the roof towall connections of my building because: i he just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ 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) Signatur 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 Ir'' day of 01ARy Notary Public, State of Florida at Large tP-L GG • When the just valuation of the structure for purpose of ad valorem taxat-wn is dual o� or more than $300,000.00, and the building was not constructed with FBC-q.�*4Nh\t\.." SFBC. Then you must provide a building application from a General Contra cto f1forWI\ Roof to Wall connection Hurricane Mitigation. For Forms and Applications click here: http://bldg.miamishoresviIlage.com/WebLink/Browse.aspx?id=118080&dbid=0&repo=Mia miShoresVillage Rev01142021 Owner affidavit of exemption Page 1 of 1 -r OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-013-0880 Property Address: 95 NE 96 ST Miami Shores, FL 33138-2723 Owner SK FLORIDA HOMES LLC Mailing Address 2200 BISCAYNE BLVD MIAMI, FL 33137 USA PA Primary Zone 1100 SGL FAMILY - 2301-2500 SO Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area 2,401 Sq.Ft Living Area 2,061 Sq.Ft Adjusted Area 2,057 Sq.Ft Lot Size 9,333.4 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2021 2020 2019 Land Value $280,114 $280,114 $280,114 Building Value 143,16 $143,167 $143,167 XF Value $23,254 $23,273 $23,293 Market Value $446,535 $446,554 $446,574 Assessed Value $310,761 J $306,471 $299,581 Benefits Information Benefit Type 2021 2020 2019 Save Our Homes Cap Assessment Reduction $135,774 $140,083 $146,993 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,0001 $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 23 & E1/2 LOT 22 BLK 6 LOT SIZE 81.160 X 115 OR 16336-4479 0294 5 COC 22922-1613 12 2004 1 Generated On : 12/15/2021 Taxable Value Information 2021 2020 2019 County Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $260,7611 $256,471 $249,581 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value 1 $285,761 $281,471 $274,581 City Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $260,761 $256,471 $249,581 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $260,761 $256,471 $249,581 Sales Information OR Previous Price Book- Qualification Description Sale Page 07/08/2021 $865,000 32629 Qua[ by exam of deed 2078 12/01/2004 $505,000 22922 Sales which are qualified 1613 16336- Sales which are disqualified as a result of 02/01/1994 $0 4479 examination of the deed 06/01/1993 $137,000 15954 Sales which are qualified 3623 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.gov/info/disclaimer. asp Version: Florida Building Code 7th Edition (2020) High Velocity Hurricane Zone Uniform Roofing Application Form for Miami -Dade Count R�c�IVF,*6 Master Permit Number: Section A (General Information) Process Number: BY: Contractor's Name: UMa, Job Address: _CAS NE Ot ��-L_ al, Low Slope ❑ Asphaltic Shingles ❑ New Roof ROOF CATEGORY MAY 2 4 ?OZZ d Mortar / Adhesive Set Tile ❑ W000s�kes °n�n9 Dept. pt ag Buildirn9 De Sub Dat partrnent subjuijc/ingect to co D state and C°Un plianoe Withat / ermi # ty rLdes and all Federal re9ulatio Reroofing _ Recover?ffng ROOF SYSTEM INFORMATION�b Z2_ 3 lj Low Slope RRoof rea (ft2) Steep Sloped Roof Area (ft2) Tottaa1 (fitz)el 19 / Are there gas vents on the roof? ® Yes No If Yes what type? ®Natural ® LPX Is there an existing roof top Solar System? ® Yes QK_o If yes will it be reinstalled? 0 Yes ® No ❑ Mechanically Fastened Tile ❑ Metal Panel/ Shingles ROOF TYPE ❑ Repair ❑ Maintenance 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 naranatc N v w e 37.5 25.5 24.5 Is co t.0 7Q Ln O Z 0, m a ,�o� =� ha 3N C/1 S h N C- N c r � w W 00 I K r- n - - x m m m p n W D w3 Wp m w Oho w N 11 A v 90 W J A �_ A w m N O �^ Co J 0 to Ln N N— O V � V W in C � �u Q T W N __ 1 W W W W W W W W W W W W M N N N N N N N N N N N N N T d N 0 N E V-0 N -n r- r r r r r r rO tp cn co in co 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: 6pvF Product Approval # L R-001 to, • ©1 Design Wind Pressures, from RAS 128 or Calculations: Zone 1': •1 Zone 17G3 Zone 2: $ -1.3 Zone3: IIt+•01 Max. Design Pressure, from the specific product approval system: —52 .S Deck Type: I.V00 Gauge / Thickness: Slope: \��S Anchor/ Base Sheet & No. of Ply(s): A Anchor/ Base Sheet Fastener/ Bonding Material: Insulation Base Layer: h ( Base Insulation Size and Thickness: Base Insulation Fastener/ Bonding Material: Top Insulation Layer: Yti Lit Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener/ Bonding Material: 77 ( _ VL-I, a `1ZS n Cl i t\1 w P5 Ply Sheet(s) and No. of Ply(s): Ply Sheet Fastener/ BondirZg Material: 1 Top Ply: 1� 1f1�( CJL Q 5V`(L-) Top Ply Fastener/ Bondin�aterial: YvOT Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Zone 1' " oc @ Laps, # Rows @ ( " oc Zone 1 oc @ Laps, # Rows @ lC/ " oc Zone 2 oc @ Laps # Rows l @ oc Zone 3 " oc @ Laps, # Rows @ " oc Number of Fasteners Per Insulation Board Zone 1': Zonel: Zone 2: Zone 3: 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. FLO ENGINEERING & TESTING, INC. Phone: (866) 781-6889 *Fax: (866) 784-8550 www.floi-idaengineeringandtesting.com 250 S.W.13"' Avenue Pompano Beach, FL 33069 DATE: 1 4/28/22 JOB ORDER #: 22-1778 CLIENT: Chase Roofing & Contracting, Inc. ADDRESS: 1150 S.W. loth Avenue, Suite 201 Pompano Beach, Florida 33069 PROJECT: SK Florida Homes, LLC Flat Wood Non -Insulated Roof Deck ADDRESS: 95 NE 961h Street Miami Shores, FL 2020 FBC/ASCE 7-16 DESIGN PRESSURE CALCULATIONS Project Information: Height = 10' Exposure: C Basic/Ultimate Wind Speed: Vuit=175 mph Length = 41' & 18' Category: II Nominal Wind Speed: Vasd=Vint*40.6 Width = 26' & 13' Slope: < 7° (asd = allowable strength design) Parapet Wall: < 3' Residential KZ = 0.85, Kzt =1.0, Kd = 0.85 For multiple deck condition, the most conservative dimensions were utilized for design talcs Design Calculations: Velocity Pressure: q = 0.00256*KZKZtKdKeV2 Velocity Pressure (uit): q=0.00256(0.85)(1.0)(0.85)(1.0)(175)2 = 56.64 psf Velocity Pressure (.d): q=0.00256(0.85)(1.0)(0.85)(1.0)(175*40.6)2 = 33.99 psf ASCE 7-16, FIGURE C30-1 "Four Possible Scenarios for Roof Zones" //1 INS __--. O 0 i I G 0 . I u 3 _0 O i I 0 IN _................-.__�o j { o------------------- I ' o Buildings with least horizontal Buildings with least horizontal Buildings with least horizontal Buildings with largest horizontal dimension greater than 2.4h dimension greater than 1.2h but dimension less than 1.2h and dimension less than 1,2h less than 2.4h largest horizontal dimension greater than 1.2h Figure 30.3-2A r--_-t —I I I o I I I I IOi O �Oi ' I� 0.6h I-- — — — L—— —_ — — — - PLAN For calculating roofzone dimensions only. Refer to Diagrams to the Left for Applicable Zones for this Roof Length = 4l' Width = 26' 1.2h = 12' 2.4h = 24' 0.6h = 6' 0.2h = 2' Effective Wind Area: <1 Of 2 For parapet height three feet (3') or larger, zone three (3) shall be treated as zone two (2). q Q &E Qrcality OF ✓lwurance t t Page 2, 4/28/22, Job Order # 22-1778 Chase Roofing & Contracting, Inc. SK Florida Homes, LLC - Flat Wood Non -Insulated Roof Deck 95 NE 96th Street; Miami Shores, FL: External Pressure Coefficient: GCP 1' = -0.9 GCP1 = -1.7 GCP2 = -2.3 GCP3 = -3.2 Design Pressures Based on Vasd: Internal Pressure Coefficient: GCPi = 0.18 1) Field (Interior) Pl' = 33.99*[(-0.9) — (0.18)] = -36.7 psf 1) Field (Exterior) P1 = 33.99*[(-1.7) — (0.18)] = -63.9 psf 2) Perimeter P2 = 33.99*[(-2.3) — (0.18)] = -84.3 psf 3) Corners P3 = 33.99*[(-3.2) — (0.18)] = -1 l4.9 psf Attachment Requirements Per RAS-117: Based on the requirements of NOA # 18-0919.07, pg 25-26 of 27, System Type E(4), Fastening Option # 2, with a maximum design pressure of-52.5psf; the following are our recommended fastening patterns to attach the proposed anchor sheet to the min. 15/32" thick or greater plywood or wood plank deck (attached to structural supports per NOA) utilizing approved Miami -Dade County min. 12 ga. annular ring shank nails and min. 1-5/8" diameter tin caps (see zone diagram): P1' Field (Interior) 6" o.c. @ 4" laps and 2 staggered rows 6" o.c. Pl Field (Exterior) 6" o.c. @ 4" laps and 3 staggered rows 6" o.c. P2 Perimeter 6" o.c. @ 4" laps and 4 staggered rows 6" o.c. P3 Corners 4" o.c. @ 4" laps and 4 staggered rows 4" o.c. Notes: • Additional testing (for example TAS-105, TAS-124, TAS-126) may be required by the building department and/or the NOA/product approval for the installation of the above roof system. Client must verify directly. FE&T can perform these additional tests, upon request. • Contractor to verify that the fastening patterns meet manufacturer's requirements for issuance of a warranty (as applicable). • All work shall be in compliance with the local building code product control notice of acceptance and manufacturer specifications and Florida Building Code 2020 Edition. • Wind load calculations based on ASCE 7-16, 2020 FBC, and information provided by client. Client is responsible for verifying existing/proposed conditions/decks as it pertains to the above provided product approval. • All work shall be inspected by our field engineer (or authorized representative) or a building department inspector to verify compliance with specifications. Sincerer 6fhiti *°©`.6923 Florida Building Code 7th Edition (2020) High Velocity Hurricane Zone Uniform Roofing Application Form for Miami -Dade County Section D (Steep Sloped Roof Svstem Roof System Manufacturer: Product Control Number: (� 0815. C), -i Minimum Design Wind Pressures, From Applicable RAS 127 Table or Calculations: Zone �� Zone 2e: 1 � Zone2n:� [a Zone 2r: �Z Zone 3e: q LA Zone 3r: G Slope Range: C6 2:12 to <_ 4:12 O> 4:12 to <_ 6:12 Q> 6:12 to 5 12:12 Roof Shape: (J'All Hip Roof Gable Roof or Partial Gable/Hip Roof Roof Slope: 3 : 12 Ridge Ventilation? YA (a Deck Type: � Underlayment Type: I A-SM Insulation: Fire Barrier: �l) l C,\-ex -4; DO*It- Fastener Type & Spacing:: I — VL4 q Qs nw [5 W 1iOAA_? 6 11 CC e_ t QPS et 2- M%�� CC Cap Sheet Type: I �� qn Mean Roof Height: (ZI Cap Sheet Attachment: q0t ha+�.� Roof Covering: 1mq_&Uw) av _ co ncrek_+; le - Drip Edge Type & Size: Florida Building Code 7th Edition (2020) High Velocity Hurricane Zone Uniform Roofing Application Form for Miami -Dade County Section E (Tile Calculations) For Moment based tile systems, choose Method 1. Compare the values for Mrwith the values from Mr. If the Mr values are greater than or equal to the Mr 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: `�� x NO•zs� (g.ug1f) — Mgtz = Ma 12' 2�4 Product Approval Mf: ( Zone 2e: —1 x X0•Za� _ •�� — Mg: ? = Mr2e (� 0 ''' Product Approval Mf: ( Zone 2nR �a x A� C� _ G ) — Mg:� � = Mrz" ("(CA G Product Approval Mf: �G ( Zone 2r:c: oU x X 0 ZT)=24-cok�) — Mg: (p.//(VS= Mr2< Is •00Product Approval Mf: ( Zone 3e: C "t x X 0� = � � — Mg:(0-(6= Mr3e 101V Product Approval Mf: ) ( Zone 3r: V O Ck x Rl�A = WCt )— Mg: F lCl = Mr3r n"ul/r Product Approval Mf: �1 a 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 the attachment method is acceptable. Method 3* "Uplift Based Tile Calculations per RAS 127" (Zone 1: x L = x W = ) — (w) x cos A ) = Fri Product Approval F': (Zone 2e: x L = x W = ) — (w ) x cos 0 ) = Fr2e Product Approval F': (Zone 2n: x L = x W = ) — (w) x cos 0 ) = Fr2n Product Approval F': (Zone 2r: x L = x W = ) — (w) x cos 0 ) = Fr2r Product Approval F': (Zone 3e: x L = x W = ) — (w) x cos 0 ) = Fr3e 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 A Product Approval / Notice of Acceptance Restoring Moment due to Gravity M Product Approval / Notice of Acceptance Attachment Resistance Mf Product Approval / Notice of Acceptance Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval / Notice of Acceptance Required Uplift Resistance Fr Calculated 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. z a m v (n N 1p ((D (D 1p 3 m CD m x'V _o C/)m Cm om' obi = 70 �- m N <n o a cn X loll- � (p (� N '+ N C C O `L h ul m In m M W rt oT—i � N � o N C� 3 f � N � CD C (Q � N m W W A A N NN ON (n O - V N !D ( 1n O O In {n CD Ql in IV O O O il in O l0 N o I 0 r -n r r r t^o -n -n -n r r l- r' r -nT -nm r r r - m N -n m m T ^(n N x O� Vl A v D rn 2 O m Z C C O 0 (n W W W (n W W W - O � m o cn to (n Q m � fJ fJ 0 < xC D Z m v ro :10 R. — O T t0 0o V m D o 0 0 (n r r Z 0 R i 1 Dm Z Z O (p KO w w w D Z A A A < (n OD in " Z D co v in Wo 000 m0 mD Mr zw _ _ _ p W N -+ O o n o 0 mo o �o �m - v xc 0 70 c� c2 w w w D w L-1 p `z (n �o in j cn w mK 00Jo ZD 0 om Z� m > _a cn A w W W w Q1 01 Ol Oo A LA N N p A 0 a 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's initial in the designated space indicates that the item has been explained. Initials 1. 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. Initials 2. enailing 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). Initials_ o 3. mmon 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.. Initials_�� 4. x—posed 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. Initials____ S. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 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 Tnitials rflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. jnitials 5�A 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 venting which can result in extending. the service life of the roof. A,/ `I)Ir, Owner/ gent's Signature Date Contractor Signature Date For Forms and Applications click here: http://bidg.miamishoresvillage.com/WebLink/Browse.aspx?id=118080&dbid=0&repo=Mia mi5horesVillage Rev01142021 Owners roofing consideration Page 2 of 2 MIAMNDIADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 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: Medium Profile Concrete Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA# 19-1030.06 and consists of pages 1 through 10. The submitted documentation was reviewed by Alex Tigera. NOA No. 21-0315.04 Expiration Date: 10/05/26 Approval Date: 05/06/21 Page 1 of 10 ROOFING ASSEMBLY APPROVAL Cate2orv: Roofing Sub Cate¢ory: Roofing Tiles Material: Concrete 1. SCOPE: This approves a system using Eagle Roofing Products Medium Profile Concrete Tile, as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For use in locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Test Applicant Dimensions Specifications Product Description Medium Profile Concrete Lenght = 17" TAS 112 Low profile, interlocking, high pressure extruded Tile Width = 12 '/2" Type lb concrete roof tile equipped with three nail hole Thickness='/2" Class III and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Trim Pieces Lenght = varies TAS 112 Accessory trim, concrete roof pieces for use at Width = varies hips, rakes and ridges. Manufactured for each tile varying thickness profile. 2.1 PRODUCTS MANUFACTURED BY OTHERS Product Name Polyset® AH-160 TILE BONDTM Roof Tile Adhesive Product Description Two component polyurethane foam adhesive. Single component polyurethane foam roof tile adhesive. Touch `N Seal StormBond® 2 Two- Two component polyurethane Component Polyurethane Roof Tile foam adhesive. Adhesive 2.2 MANUFACTURING LOCATION 2.2.1. Sumterville, FL Manufacturer (With Current NOA) ICP Adhesives and Sealants, Inc. DuPont de Nemours, Inc. DAP Foam, Inc. NOA No. 21-0315.04 Expiration Date: 10/05/26 Approval Date: 05/06/21 Page 2 of 10 2.3 EVIDENCE SUBMITTED: Test A2ency Test Identifier PRI Construction ERPF-00 1 -02-02 Materials Technologies Redland Technologies 7161-03 Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Appendix III 7161-03 Appendix II P0402 94-060B 94-084 P0631-01 Letter Dated Aug. 1, 1994 224-47099 25-7094-1 25-7094-7 25-7094-4 Project No. 307025 Test #MDC-76 25-7183-1 25-7183-2 25-7214-2 25-7214-6 Test Name/Report TAS 112 Static Uplift Testing TAS 102 & TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 101 (Mortar Set) Wind Tunnel Testing TAS 108 (Mortar Set) Wind Tunnel Testing TAS 108 (Nail -On) Physical Properties TAS 112 Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing TAS 102 (4" Headlap, Nails, Battens) Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Wind Driven Rain TAS 100 Static Uplift Testing TAS 102 (2 Quik-Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik-Drive Screws, Battens) Static Uplift Testing TAS 102 (1 Quik-Drive Screw, Direct Deck) (1 Quik-Drive Screw, Battens) Date Aug. 2006 Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 July 1994 Aug. 1994 Sept. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 NOA No. 21-0315.04 MIAMN)AMCOUNTY Expiration Date: 10/05/26 FA22:111TI Approval Date: 05/06/21 Page 3 of 10 Celotex Corporation 528454-2-1 Static Uplift Testing Sep. 1998 Testing Services 520109-2 TAS 101 Dec. 1998 Walker Engineering, Inc. Evaluation Two Patty Adhesive Set System April 1999 Calculations Walker Engineering, Inc. Evaluation 25-7183 March 1995 Calculations Walker Engineering, Inc. Evaluation 25-7094 February 1996 Calculations Walker Engineering, Inc. Evaluation 25-7496 April 1996 Calculations Walker Engineering, Inc. Evaluation 25-7584 December 1996 Calculations 25-7804b-8 25-7804-4 & 5 25-7848-6 Walker Engineering, Inc. Calculations Aerodynamic Multiplier Sep. 2006 Walker Engineering, Inc. Calculations Restoring Moment Due to Gravity Sep. 2006 ATL of South Florida RT0317.01-21 TAS 112 03/27/21 PRI Construction DAPF-001-02-04 TAS 101 (2 PD) 11/30/17 materials Technologies DAPF-003-02-01 TAS 101 (LRG) 04/06/18 DAPF-003-02-03 TAS 101 (MED) 04/06/18 NEMO ETC, LLC 4c-DPBS-20- TAS 101 12/17/20 LS0TM-0I.D.R1 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 shall be 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 Miami -Dade County 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. 3.7 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No. 21-0315.04 Expiration Date: 10/05/26 Approval Date: 05/06/21 Page 4 of 10 4. INSTALLATION 4.1 Eagle Roofing Products LLC, Medium Profile Concrete Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations: Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (lbf) Length -I (ft) Width-w (ft) Medium Profile Concrete Tile 9.5 1.417 1.04 Table 2: Aerodynamic Multipliers - A (ft3) Tile Profile A (ft3) Batten Application A (ft3) Direct Deck Application Medium Profile Concrete Tile 0.305 1 0.282 Table 3: Restoring Moments due to Gravity - M9 (ft-lbf) Tile Profile 2" & 3":12 4":12" VAT' 6":12" 7":12" or greater Medium Profile Concrete Tile Battens Direct Battens Dec j Direct Deck Battens Direct I Deck Battens Direct Deck Battens Direct Deck N/A 6.65 1 6.21 6.54 6.08 1 6.41 5.93 1 6.25 5.77 6.08 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Medium Profile 2-10d Ring Shank Nails 27.8 37.4 28.8 Concrete Tile 1-10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2-10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1-10d Smooth or Screw Shank Nail Field Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail Eave Clip) 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails Field Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails Eave Clip) 31.9 31.9 32.2 2-10d Ring Shank Nails' 43.0 67.5 50.9 1 Installation with a 4" the headlap and fasteners are located a min. of 2'/z`from head of tile. NOA No. 21-0315.04 Expiration Date: 10/05/26 Approval Date: 05/06/21 Page 5 of 10 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Medium Profile Concrete Dupont De Nemours TILE BOND Tm Roof Tile Adhesive 35 3 Tile Dupont De Nemours TILE BOND TM Roof Tile Adhesive r7 4 ICP Adhesives Pol set®AH-160 26.1 5 DAP Foam Touch N Seal StormBond® 2 Roof Tile Adhesive 101 2 See manufactures component approval for installation requirements. 3 Dupont De Nemours TILE BOND TM Roof Tile Adhesive weight per patty 8 grams. 4 Dupont De Nemours TILE BOND TM Roof Tile Adhesive weight per patty 16 grams. 5 ICP Adhesives Polyset® AH-160 weight per patty 8 grams. 6 DAP Foam Touch N Seal StormBond® 2 Roof Tile Adhesive weight per paddy 8 grams. *NOTE * For # 3 placement see Detail 2 A on page 9 of 10 For # 4 placement see Detail 2 B on page 10 of 10 Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-ibf) for Single Patty Adhesive Set Systems Tile Tile Application' Minimum Attachment Profile Resistance Medium Profile Concrete ICP Adhesives Polyset® AH-160 86.613 Tile ICP Adhesives Polyset® AH-160 45.59 DAP Foam Touch N Seal StormBond® 2 Roof Tile Adhesive 5410 DAP Foam Touch N Seal StormBond® 2 Roof Tile Adhesive 61 11 7 See manufactures component approval for installation requirements. 8 ICP Adhesives Polyset • AH-160 Large paddy placement of 54 grams. 9 ICP Adhesives Polyset • AH-160 Medium paddy placement of 24 grams. 10 DAP Foam Touch N Seal StormBond® 2 Roof Tile Adhesive weight per paddy 30 grams. 11 DAP Foam Touch N Seal StormBond® 2 Roof Tile Adhesive weight per paddy 60 grams. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Medium Profile Concrete Tile Mortar Set12 20.6 12 Tile-Tite Roof Tile Mortar. NOA No. 21-0315.04 Expiration Date: 10/05/26 Approval Date: 05/06/21 Page 6 of 10 5. LABELING: All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved". EAGLE�':_ FLORIDA (LOCATED ON UNDERSIDE OF TILE) EAGLE FL (LOCATED ON FRONTSIDE 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. 6.1.2 Any other documents required by AHJ or applicable Building Code in order to properly evaluate the installation of this system. NOA No. 21-0315.04 WMLAM1QADEC2== Expiration Date: 10/05/26 �WnumfxjgApproval Date: 05/06/21 Page 7 of 10 PROFILE DRAWING A HOLE NOA No. 21-0315.04 Expiration Date: 10/05/26 Approval Date: 05/06/21 Page 8 of 10 DETAIL 2 A Placement (Attachment: Two (2) beads/paddys, Interdependent minimum 1-in. x 1-in. x 8-in. Rates: 8 gram/paddy Min. Tile Contact Area, in2 per Tile 32 NOA No. 21-0315.04 Expiration Date: 10/05/26 Approval Date: 05/06/21 Page 9 of 10 DETAIL 2 B Placement Attachment: Two (2) beads/paddys, minimum 2-in. x 2-in. x 4-in., starting 1" back from head of underlying tile Adhesive Rates: 16 gram/paddy Min. Tile Contact Area, in2 per Tile MEDIUM PROFILE CONCRETE ROOF TILE END OF THIS ACCEPTANCE 0t-1 NOA No. 21-0315.04 MAMFDADECOUNTY Expiration Date: 10/05/26 • Approval Date: 05/06/21 Page 10 of 10 12. +-13/32 Jlttlon o� 3m 48r5bard A msham — ab — c ahrmns: — 11dagt -- • 20. b %"13/32 1. 0440 incline: 1 meltAnewor "Wed m1m eta rats ori,c/1.*. IhdUlat 1 aw n Shaa% -- One---•1,,, rtop��qyb*11 ■ dearer mar Wltl "yra � tlte�st' orb. 'head OwaunhWs °r l0 H1`�or ��y Qtv■. aa►canad or BtJRltlfll d ftftd ease ' hot MOPped or �'Pi11� M11e1 el SUMCed Cap Shaer• or "WOLAS a W33 ildon (Optloaatk _One or ro� atone -or.!l m pwrYte c r wood lifatr or> or host lost: — TWO trtlpcg woe aorta wood Rberj oopac0 or urethane or T�tafil pGIJlSA Py # �'iVf-! p Inaral surrraaced tgp� r■I ed �P Shta� ar rt Mfnaal 18 Ior —is ;= . Iltb► adhs ad tW1t Irot aaPpe �■tbt70d qtp 9heaC' Qi IGtAB. Srrtrrr�a, Load 3/32 t E t 6 G c k 3. Deck I� a 4. 02ck-. In. PC a Sift Kai . "Rn_ em- CaP . ?■cline: 3-1/3 ■don tbptlona4t — CtieCl' OU"I*wafanw or arllpedfgtarOr e a — TWO or a�°l° or atW � b/or or Pahll■ccyanurata orurethan■ or ranvc — otm arnmm 82aa i1 nor On r �S�D3. �l�m Postu or A (3('en�a• 1100� ch 1A, or j4jb"rotd���„m,. � nW�ww �S. S8S 1Odltl® . a .= inw Torrn cixa a a or w 6° ar Grir8M11 of iirt•A(ym S89 A/odit'led B um® . 4rmtkta- ar eartw — "GAP Shsa �d cap S "tluttaratde Dtpi Smooth,• human k1■tnhrane• or 'kftl tch'n 'Rtdta d Surtmced Ca a�rar■d nju t : ar 7dW4L"'"n"l ■tlgt hot raeflttS Sta'filrsd Cap 8hrac• � • 132 GAFiGLASQ mAPP ap" 6R Indlaa. 2.1/2 MY[ NpVonaq: Oft or may Mpm trot�aa morea — roAAG 4j91 32 ton (OPUona* -Cna ormn 4wllR "n d P4 dd ran nnmtm — Ow or `1 oraalotl lhergr 91w aw incUaa: 2"1/2 claac zi any thk . '+KAa® Ala one S • ■ tpno' of "ftkmwo d► YnCt� Y!t pien�sgt t�1capttonapr —Ora or Ply �w MON pies � s °r P°l anulaoa or varherb or �40 or � tea■. NHAMI-DADE COUNTY M1®�E PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economv ICP Adhesives and Sealants, Inc. 12505 NW 44" Street Coral Springs, FL. 33065 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use 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: Polysee 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 renews NOA 20-1124.07 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using Polyset® AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications Polyse&AH-160 N/A TAS 101 Two component polyurethane foam adhesive ICP Adhesives Foam N/A Dispensing Equipment Dispenser RTF1000 ICP Adhesives ProPack® N/A Dispensing Equipment 30 & 100 PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of Polyset® AH-160 roof tile adhesive. MANUFACTURING LOCATION: Tomball, TX. PHYSICAL PROPERTIES: Property Test Results Density @ 73°F ASTM D1622 2.1 lbs./ft.3 Compressive Strength ASTM D1621 18 PSI Parallel to rise 14 PSI Perpendicular to rise Tensile Strength ASTM D1623 29 PSI Parallel to rise Water Absorption ASTM D2842 0% Moisture Vapor Transmission ASTM E96 2.3 Perms Dimensional Stability ASTM D2126 +0.07% Volume Change @ -400 F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks Closed Cell Content ASTM D6226 94% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 22-0411.02 CMIAMN�coeoutJrlr Expiration Date: 05/10/27 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 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 NEMO ETC, LLC 4p-ICP-20-SSLAP-01.B Physical Properties 11/11/20 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 tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. MIAMFQADE COUNTY NOA No.: 22-0411.02 �Fng• Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 3 of 11 INSTALLATION: 1. Polyset® AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of Polyset® AH-160. 2. Polyset® AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof 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 ProPacO 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 be set within 1 to 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. NOA No.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course - Flat, Low, High All Eave Course 17-23 sq. inches 45-65 Profiles Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles 43 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal 17 grams per bead edge) 20-25 sq. inches each bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # I Nail through plastic cement Paddy (Beneath Tile) (when required) IUndedayment ° \ 101 Battens optional ° Eave Course ° ° 10 in. �2 in Fascia Eave Closure Nail through plastic cement (when required) Paddy (Beneath Tile) Underlayment 10 in.x 2 in. wide Battens optional 10 in. 21n Eave Closure Eave Course Fascia Nail through plastic ce (when required) Paddy (Beneath Tile) UIndedayment W 101n.x 2 in.wide Battens o Optional Env* Course Fascia Weephole 10 in. 2 in. Save closure Drip edge Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock 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. Medium Profile / Double 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. 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.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 Nap through plastic cement Paddy (Beneath Tile) (when required) Underlayment ° ° 1( 7In. 2IIn. Battens optional ° Eave Course ° 10 in. Fascia 2 in Eave closure Nail through plastic cement (when required) Paddy (Beneath rile) Underlayment 7 in. 2 2 in. Battens optional 101n. 21n. Env* Closure Eave Course Fascia 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 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 cm) 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: 05/10/27 Approval Date: 05/05/22 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Nail through plastic ce (when required) Paddy (Beneath rile) Underlayment e Tin. 2, 2 m. Battens optional , Eave Course Fascia Weephole 10 in. `2 in. Eave closure Drip edge High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 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 the being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2) - 19 (122.6 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 FIatXmProfUnTgo Mean ProAlaTU APPROVED 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 in (109.7-148.4 cm2) of adhesive contact with the underside of the tile 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 tile to be installed. Insure approximately 8-9 in2 (51.6-58.1 cm2) of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Haa dwoagh plastic 51 a paddy uaier the bnhen enquired} PMMY X4 eMdk5j Baetnes + . paddy(aodertge) an u 4i J he. skmo 1=A pIftm topottle Ear' use da Weephole 10 ht ia. Eame dome `2 I' Qdp edge Hlgh PrallleTge APPROVED 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4" (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. NOA No.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 10 of 11 t) Puce enough adhesive to achieve 63 to 70 In contact with the pan tile. 2) Turn covers upside down. Place adhesive in to t In. from outside edge of cover tile. Then Install the die. Ensure 20 to 25eq.In.contactards nderta7ment Eave doss" (motar shown) Fascia ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Steep pitch applications (when required) 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 tine. Two Piece Barrel - High Profile Tile Two Piece Barrel (Cap and Pan) Tile I . 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 of the pan tile. 3. Turn covers upside down exposing the underside of the 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. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm2) - 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.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 11 of 11 M® 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 ADMIMSTRATION DIVISION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) www.mismidade.eov/economy 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 (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. 14-1030.01 and consists of pages 1 through 27, The submitted documentation was reviewed by Jorge L. Acebo. a�PaevEo NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 �� Page 1 of 27 ROOFING SYSTEM APPROVAL Ca o : Roofing Sub -Category: BUR Material: Fiberglass Deck Tyne: Wood Maximum Design Pressure: -97.5 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Dimensions GAFGLAS® Ply 4 39.37" (1 meter) Wide Tri-Ply® Ply 4 39.37" (1 meter) Wide GAFGLAS® 39.37" (1 meter) y" 6 Wide LAS® #75 j 39.37" (1 meter) heet Wide Tri-Ply®#75 Base 39.37" (1 meter) Sheet Wide Test Specification Product Description ASTM D2178 Smooth surfaced asphaltic ply sheet reinforced with fiberglass mat. ASTM D2178 Smooth surfaced asphaltic ply sheet reinforced with fiberglass mat. ASTM D2178 Smooth surfaced asphaltic ply sheet reinforced with fiberglass mat. ASTM D4601 Smooth asphaltic base or base/ply sheet reinforced with fiberglass mat. ASTM D4601 Smooth asphaltic base or base/ply sheet reinforced with fiberglass mat. GAFGLAS® #80 39.37" (1 meter) ASTM D4601 Smooth asphaltic base or base/ply sheet reinforced Ultima'"Base Sheet Wide with fiberglass mat. GAFGLASO 39.37" (1 meter) ASTM D4897 Smooth surfaced asphaltic perforated venting base Stratavene Wide sheet reinforced with fiberglass mat. Perforated Venting Base Sheet GAFGLAS® 39.37" (1 meter) Stratavent®Nailable Wide Ven'- s 5hs ___� Ruberoid® 20 3 .37" (1 meter) ooth Wide Ruberoid® Mop 39.37" (1 meter) Smooth wide Ruberoid® Mop 39.37" (1 meter) Smooth 1.5 wide Ruberoid® Mop 39.37" (1 meter) Plus Smooth wide Ruberoid® HW 25 39.37" (1 meter) Smooth wide ASTM D4897 Smooth surfaced asphaltic nailable venting base sheet reinforced with fiberglass mat. Bottom side surfaced with granules. ASTM D6163 SBS polymer -modified asphalt base or anchor sheet reinforced with a fiberglass mat. ASTM D6164 Smooth surfaced mop applied SBS base or anchor sheet reinforced with a polyester mat. ASTM D6164 Smooth surfaced mop applied SBS base or anchor sheet reinforced with a polyester mat. ASTM D6164 Smooth surfaced mop applied SBS base or anchor sheet reinforced with a polyester mat. ASTM D6163 Smooth surfaced torch applied SBS base or anchor sheet reinforced with a fiberglass mat. NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 2 of 27 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Ruberoid® HW 39.37" (1 meter) ASTM D6164 Smooth surfaced torch applied SBS base or anchor Smooth wide sheet reinforced with a polyester mat. GAFGLAS® 39.37" (1 meter) ASTM D3909 Granule surfaced asphaltic cap sheet reinforced Mineral Surfaced Wide with fiberglass mat. Cap Sheet Tri-Ply' BUR 39.37" (1 meter) ASTM D3909 Granule surfaced asphaltic cap sheet reinforced Granule Cap Sheet Wide with fiberglass mat. GAFGLAS® 39.37" (1 meter) ASTM D3909 Granule surfaced asphaltic cap sheet reinforced EnergyCar Wide with fiberglass mat. Cap sheet is factory coated Mineral Surfaced with TOPCOAT' EnergyCote7 Elastomeric Cap Sheet Coating. Topcoats' Surface 5 or 55 gallons ASTM D6083 Solvent -based thermoplastic rubber Seal SB sealant designed to protect and restore aged roof surfaces and to increase roof reflectivity. Topcoat® 1, 5 or 55 gallons ASTM D6083 Water -based elastomeric coating Membrane Topcoat® MB Plus 5 or 55 gallons Proprietary Water based, low VOC primer designed to block asphalt bleed -through. Topcoat® FireOuf' 5 or 55 gallons Proprietary Low VOC, water based fire barrier coating. Fire Barrier Coating VersaShield® Fire- 12" x 100' rolls ASTM D226 Non -asphaltic, fiberglass reinforced underlayment Resistant Roof and/or fire barrier Deck Protection VersaShield® Solo' 42" roll wide, 100 ASTM D146, Non -asphaltic, fire resistant fiberglass Fire -Resistant Slip ft. D828, D4869, underlayment Sheet D6757 Topcoat® 1, 5 gallons or TAS 139 Solvent -based elastomeric sealant. FlexSeal' 1 qt. tube NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 3 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. tem Type E(4): t Anchor sheet mechanically attached to roof deck. ystem Limitations shall apply. Fire Barrier: TOPCOAT FireOut' 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-Plyl #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) Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. 1-5/8 in. diameter (:0DptionZ2: 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 sta (Maximum Design Press re: —52.5 psf. )Se General Limitation #7) Fastening Drill-Tec `#14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Tec"` AccuTrac® Option #3: Flat Plates or Drill-Tec'°` 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-Tec7 #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Tec' AccuTrac® Option #4: Flat Plates or Drill-Tec'°` 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-Tec' #14 Fasteners and Drill-Tec 3 in. Standard Steel Plates, Drill-Tec, AccuTrac® 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® 2 mooth adhered in a full mopping of hot asphalt applied at 20-401bs./sq. anufacturer's installation instructions. Cap Sheet: GAFGLAS®M eral Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet or GAFGLAS ineral Surfaced Cap Sheet adhered in a full mopping of hot asphalt applied at 20 — 40 lbsJsq. 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 4001bs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./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. NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 26 of 27 WOOD DECK SYSTEM LiMUATIONS: 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' Roof Board or %Z" Type X gypsum board is acceptable to be installed directly over the wood deck GENERAL LuvnTATIONS: I . 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 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 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. S. 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 ibf. insulation attachment shall not be acceptable. 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 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. 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 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. Z COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. ........................................................................................... BUSINESS NAME: C h.c,LSe �jZ OyC� 1�� �Y� �C �`� l �jC 0 Io �Y�pckyl BUSINESS ADDRESS: , Sw ( 0�h CkVe- CITY t0co STATEF ( ZIP 22SCOI BUSINESS PHONE: (gSLI) G'so CELL PHONE (00-1 ) QOg() ZS ?? FAX NUMBER ( ) QUALIFIER'S NAME: ' �I I '�-klLA QUALIFIER'S LIC NUMBER: CCC c hmc BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2021 THROUGH SEPTEMBER 30, 2022 DBA: Receipt#:ROOF ROOFING/SHEET METAL CONTRACTOR Business Name: 5-296034 CHASE ROOFING & CONTRACTING INC Business Type: Yp (ROOFING CONTRACTOR) Owner Name: CHASE, TAMARA JEAN Business Opened:01/07/2019 Business Location: 1150 SW LOTH AVE STE 201W State/County/Cert/Reg:CCC1331558 POMPANO BEACH Exemption Code: Business Phone: 9546808588 Rooms Seats Employees Machines Professionals 50 For Vending Business Only Number of Machines: Vending Tvoe: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 135.00 13.50 0.00 0.00 0.00 1 0.00 148.50 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: CHASE ROOFING & CONTRACTING INC 1150 SW LOTH AVE STE 201W POMPANO BEACH, FL 33069-4678 2021 - 2022 Receipt #WWW-20-00246135 Paid 09/30/2021 148.50 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2021L THROUGH SEPTEMBER 30, 2022 DBA: CHASE ROOFING & CONTRACTING INC Receipt#: 185-296034 Business Name: Business Type: ROOFING/SHEET METAL CONTRACTOR (ROOFING CONTRACTOR) Owner Name: CHASE, TAMARA JEAN Business Opened: 01/07/2019 Business Location: 1150 SW LOTH AVE STE 201W State/County/Cert/Reg:0001331558 POMPANO BEACH Exemption Code: Business Phone: 9546808588 Rooms Seats Employees Machines Professionals 50 Signature For Vending Business Only NumhPr of Machinps� Vending Tvoec Tax Amount I Transfer Fee I NSF Fee I Penalty I Prior Years Collection Cost Total Paid 135.001 13.501 0.001 0.001 0.001 0.001 148.50 Receipt #WWW-20-00246135 Paid 09/30/2021 148.50 Ali " CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDDNYYY) 3/8/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT- If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Frank H. Furman, Inc. 1314 East Atlantic Blvd. P. O. BOX 1927 Pompano Beach FL 33061 CONTACT NAME: ac°N E. E t (954) 943-5050 NC No): (954)942-6310 E-MAIL ADDRESS: enny @furmaninsurance.com INSURERS AFFORDING COVERAGE NAIC # INSURERA:Great American E & S Insurance Company 37532 INSURED Chase Roofing & Contracting, Inc. 1150 SW loth Avenue Suite 201W Pompano Beach FL 33069 INSURER B: National Union Fire Ins Co of Pittsburc 19445 INSURER C: Travelers Casualty & Surety tl 19038 INSURERD: INSURERE: INSURERF: COVERAGES CERTIFICATE NUMBER:Jan 22 no forms REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY MM DD EFF POLICMM DDY EXP LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS -MADE � OCCUR TO rr$ PREM SES (Ea occurrence) 100,000 MED EXP (Any one person) $ 5,000 E731639 6/25/2021 6/25/2022 PERSONAL & ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY � PECOT- LOC PRODUCTS -COMP/OPAGG $ 2,000,000 Contractors Pollution Liability Agg $ 2,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ BODILY INJURY (Per person) $ ANYAUTO BODILY INJURY (Per accident) $ ALL OWNED SCHEDULED AUTOS AUTOS PROPERTY DAMAGE Per accident $ NON -OWNED HIREDAUTOS AUTOS UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000 000 X AGGREGATE $ 5,000,000 B EXCESS LIAB CLAIMS MADE DED I I RETENTION $ $ BE012669183 6/25/2021 6/25/2022 WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE PER OTH- STATUTE ER E.L. EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ❑ N /A (Mandatory in NH) E.L. DISEASE - EA EMPLOYEE $ If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE -POLICY LIMIT $ C Crime - Employee Theft of 106868033 2/2/2022 2/2/2023 Limit $100,000 client property Retention $1,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, maybe attached If more space is required) State of Florida Roofing Contractor CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE k DeJong/EF 4.-Z,OAV ©1 ACORD 25 (2014101) The ACORD name and logo are registered marks of ACORD INS025 (201401) reserved. ® oRo A� CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDD/YYYY) 03/07/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Debra Guidry, CPCU FRSA Self Insurers Fund, Inc. 4099 Metric Drive Winter Park, FL 32792 PHONE 800 767-3772 FAX (407) 671-2520 o Ell: ( ) AIC No E-MAIL ADDRESS: cert@frsasif.com INSURERS AFFORDING COVERAGE NAIC # INSURERA: FRSA Self Insurers Fund / Evanston Insurance Co. 35378 INSURED INSURER B : Chase Roofing & Contracting Inc.and Shine Broward, LLC, Shine Ft. Lauderdale INSURER C : 1150 SW 10th Ave STE 201 W INSURER D : INSURER E : Pompano Beach, FL 33069 INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL SUBR D POLICY NUMBER POLICY EFF MM/DD POLICY EXP MM/DD LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS -MADE OCCUR D T E E PREMISES Ea occurrence $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ N/A GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY PRO ❑ LOC JECT PRODUCTS - COMP/OP AGG $ $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ BODILY INJURY (Per person) $ ANY AUTO ALL OW AUTOS NED AUTOSULED N/A BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ NON -OWNED HIRED AUTOS AUTOS UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS -MADE N/A AGGREGATE $ DED RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN OFFICER/MEMBER EXCLUDED? N❑ (Mandatory in NH) N / A N 870-033518 / 3EN8747 01/01/2022 01/01/2023 X PER OTH- STATUTE ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space is required) REMARKS: Non -cancelable, without 30 days prior written notice, except for non-payment of premium which will be a 10 day written notice. Qualifier: John Chase, Lic #CCC1327306 Qualifier: Tamara Chase, Lic # CCC1331558 CERTIFICATE HOLDER CANCELLATION Attn: SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores Village Bldg Dept 10050 NE 2nd Avenue AUTHORIZED REPRESENTATIVE Miami Shores, FL 33138 L4 Debra Guidry CPCU 5�2 Underwriting Manager @ 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD