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RF-18-1221RE: Permit # I=- 5 - l8-Iasi Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: 5 /a 9 /17 INSPECTION AFFIDAVIT C h r r`s+op h er Pcroslcy licensed as a (n) Contractor / Engineer /Architect, (Print name and circle License Type) License #: - C Cc 13 9 Bo Co s FS 468 Building Inspector On or about 5/a S 1 I B 1 0 A,nn , I did personally inspect the roof deck nailing (Date & time) work at "1 a N W q*" 54, a,ryn ;)5r oresr FL 3 3 i5'O (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this 9 clay of slay Notary Public, Sate of Florida at Large ;: JOY GERACI ' MY COMMISSION # FF245794 at ' , , EXPIRES ,i�.39, t4 Z 8 0t53 . OliiySeroce cdri- `General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # dearly shown marked on the deck for each inspection aalaca,i nn /7/1N'N11Annn0 Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Parcel Number Permit NO. R F -5 -18-1' 2 21 Permit Type: Roof Work Classification: Tile Permit Status: APPROVED Expiration: 11/04/2018 Applicant 72 NW 97 Street Miami Shores, FL 33150- 1131010330350 Block: Lot: GLORIA & REGINALD MASHACF Owner Information Address Phone Cell GLORIA & REGINALD MASHACK TRS 72 NW 97 Street MIAMI SHORES FL 33150- 72 NW 97 Street MIAMI SHORES FL 33138- Contractor(s) Phone ALLPHASE CONSTRUCTION OF SOU' (754)227-5605 Cell Phone Valuation: Total Sq Feet: $ 18,713.18 ,,1812.3 Type of Work: Re Roof Additional Info: CONCRETE TILE RE -ROOF Classification: Residential Scanning: 3 Fees Due Bond Type - Contractors Bond CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Amount $500.00 $11.40 $4.13 $2.75 $3.80 $275.00 $9.00 $15.20 Total: $821.28 Pay Date Pay Type Invoice # RF-5-18-67466 05/08/2018 Check #: 1048 Bond #: 3751 Amt Paid Amt Due $ 821.28 $ 0.00 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet 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 constructio DAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating ing. _ uthe .• - -, - uthorize the above -named contractor to do the work stated. Auth. zed snature: Owner / Applicant / Contractor / Agent May 08, 2018 Date Building Department Copy May 08, 2018 1 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC El PLUMBING ❑ MECHANICAL JOB ADDRESS: 72 NW 97th st Miami Shores Village 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 Q ROOFING El PUBLIC WORKS ❑ REVISION ❑ CHANGE OF CONTRACTOR 'FBC 2017 Master Permit No. RC I - 221 Sub Permit No. ❑ EXTENSION ❑RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores Folio/Parcel#:11-3101-033-0350 Occupancy Type: County: Load: Construction Type: OWNER: Name (Fee Simple Titleholder): Gloria Mashack Address:72 NW 97th st Miami Dade Zip: Is the Building Historically Designated: Yes Flood Zone: NO X BFE: FFE: Phone#: 305-297-5113 City: Miami Shores Tenant/Lessee Name: NA State: FL Email: amberm116@gmail.com Zip: 33150 Phone#: 305-297-5113 CONTRACTOR: Company Name: Aliphase Construction of South Florida, INC Address: 1020 NW 6th Street, Bay G City: Deerfield Beach State: FL Qualifier Name: Christopher Porosky State Certification or Registration #: CCC1328065 DESIGNER: Architect/Engineer: NA Address: City: Value of Work for this Permit: $ 18713.18 Type of Work: El Addition ❑� Alteration Description of Work: Concrete Tile Re -Roof Phone#: 754-227-5605 Zip: 33442 Phone#: 754-227-5605 Certificate of Competency #: Phone#: NA State: Zip: Square/Linear Footage of Work: 1812.3 ❑ New ❑ Repair/Replace ❑ Demolition Specify color of color thru tile: Submittal Fee $* Permit Fee $ 2-1 S CCF $ 11. 4 CO/CC $ G Scanning Fee $ 1 Radon Fee $ 2 • ! S DBPR $ 3 Notary $ 3 Technology Fee $ iS • 2D Training/Education Fee $ .go) Double Fee $ Bond $ Soo •.' Structural Reviews $ TOTAL FEE NOW DUE $ 3 z1 • Z8 (Revised02/24/2014) t Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy 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 n • t b j pproved and • reii4. ection fee will be charged. Signature OWNER or AGENT Signature The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this I day of April , 20 I l , by 1G) day of APr' ( , 20 I , by Gloria I'll 45hc - ' , who is personally known to ChriS-)-opher �oro , who is personally -known to me or who has produced FL DL as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: :*: MY COMMISSION # FF245794 EXPIRES June 30, 2019 407 398,0153. Flond0N44 ,Sennee,ccm identification and who did take an oath. NOTARY PUBLIC: Sign. Print: Seal: ************************** *****A***#**#********************** APPROVED BY Plans Examiner C-lerac,i • JOY GERACI MY COMMISSION # FF245794 . EXPIRES June 30, 2019 30�,01¢ FlondpNda(y.Sernce,com ********** Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 2 Summary Report Property Information Folio: 11-3101-033-0350 Property Address: 72NW97ST Miami Shores, FL 33150-1733 Owner REGINALD MASHACK TRS GLORIA MASHACK TRS Mailing Address 72 NW 97 STREET MIAMI SHORES, FL 33150 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 2 / 1 / 0 Floors 1 Living Units 1 Actual Area 1,954 Sq.Ft Living Area 1,401 Sq.Ft Adjusted Area 1,694 Sq.Ft Lot Size 14,375 Sq.Ft Year Built 1936 Assessment Information Year 2017 2016 2015 Land Value $315,905 $315,905 $233,393 Building Value $117,902 $117,902 $117,902 XF Value $2,343 $2,376 $1,901 Market Value $436,150 $436,183 $353,196 Assessed Value $189,686 $185,785 $184,494 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $246,464 $250,398 $168,702 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 6 PB 10-39 W1/2 OF LOT 9 & ALL LOTS 10 & 11 Generated On : 5/8/ Taxable Value Information 20171 2016. �.._.....` County Exemption Value ' $50,000 $50,000 $50. Taxable Value $139,686 $135,785 $134. School Board Exemption Value $25,000 $25,000 $25. Taxable Value $164,686 $160,785 $159. City Exemption Value $50,000 $50,000 $50. Taxable Value $139,686 $135,785 $134 Regional Exemption Value $50,000 $50,000 $50. Taxable Value $139,686 $135,785 $134. Sales Information Previous Sale Price OR Book - Pa a 9 Qualification Description 04/05/2012 $100 28170 1997 Corrective, tax or QCD; min considera 03/01/2004 $0 22120- 3725 Sales which are disqualified as a resu examination of the deed 07/01/1988 $82,500 13758 2697 Deeds that include more than one par 03/01/1977 $40,000 09634- 1640 Sales which are disqualified as a resu examination of the deed BLK 130 � nT SI7F 12C non x https://www.miamidade.gov/propertysearch/ 5/8/2018 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: G (vri c M a sr Q Ott. Date: Property Address: —7 N W q 1 s \- M � o✓yf, sho; � . j 3 3) <d Roofing Permit Number: Dear Building Official: I , Ione c. MaKa t-14- certify, that I am not required to retrofit the roof to wall connections of my building because: Vhe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions f 9 edition of f South Florida Building Code (1994 SFBC) gar, Signature Print Name State of Florida County of Dade 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 Notary Public, Sate of Florida at Large ;, • J Y Gf CI 'c MY COMMISSION # FF245794 ' `°� 4 • ,- EXPIRE& June 30, 2019 (407j 398-0153 _ ,^9r" 9,{� +fir FY, A • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and • e but ing 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 rfigation.: Revised on 5/21/2009 SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 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. 2. 4. ca Renailing wood decks: When replacing roofing, the existing wood roof deck may have to ed in accordance with the current provisions of Section R4403. (The roof deck is usually ealed prior to removing the existing roof system). posed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking viewed from below. The owner may wish to maintain the architectural appearance; therefore rof'ng nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 6. ill sverflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is -not 7 erloaded 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 ppers in accordance with the requirements of Sections R4402, _403 and R4413. weer/Agent's Sign' fure Date C. cto Sign. re Date 1 of NW 't1 Property Address Revised on 7/9/2009 LD;07/01/2015; Permit Number STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 POROSKY, CHRISTOPHER R ALLPHASE CONSTRUCTION OF SOUTH FLORIDA INC 1020 NW 6TH STREET BAY G DEERFIELD BEACH FL 33442 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! RICK SCOTT, GOVERNOR LICENSE NUMBER CCC1328065,- 4The'ROOFING CONTRACTOR''`'"""" Named below'IS --Under the provisions of Chapter 489 FS° -.�„ Expiration'.date::AUG 31 2018 STATE OF FLORIDA - 07 ., DEPARTMENT_OFFBUSINESS AND d .. - PROFESSIONAL ' "` REGULATION - ,-- ,F.. tit bal. ,. - __-... CCC1328065, s"ti JSSU, ED:'i 08/21/2016 -- ^'. . 'rr` ,r'"..w !. r•r :+►. .1 '- ,,„.14 -- _ ' --' -'"a:CERTIFIED,ROOFING`CONTRAGTOR, „^.•_ �� POROSKY, CHFtI TOP,, E�R==='�° LL APHASE,,,C�yONSy`T`R.0 `TION"bF SOgyUTH FLO IS .CERTIFIED under the-p visions'"of Ch.489 FS. Expiration date AUG 31, 2018 ^'"",,,,,,_,,e+ L1608210002849 DETACH HERE KEN LAWSON, SECRETARY STATE;OF FLORIDA',;"` r,►M"'""4';�+!4,,�.�......y .'yam. -. ;.,DEP'ARTMENTOF BUSINESS -AND PROFESSIONAL REGULATION ' - CONSTRUCTION INDUSTRY LICENSING BOARD `" . :"* -POROSKY; CHRISTOPHERR- *AL`LPHASE CONSTRUCTION`foF. OUTH•FLORIDA INC -1020 NW:6m:.sTREET4`- ="" DEERFIELD BEACH- FL' 33442 "-- . `" ,," ISSUED: 08/ 172I ft DISPLAY AS REOUtRED'13Y'L.A SEO'# -L16082 000 849��' Business Tax Office 150 NE 2nd Ave. Deerfield Beach, -FL 33441 Phone: (954)480-4333 -- E-mail: web.btr@deerfield-beach.com ALLPHASE CONSTRUCTION OF SO FL 1020NW6ST • BAY G DEERFIELD BEACH FL 33442• Deerfield Beach Florida Business, Tax Receipt 2017-2018 License Number: 18-00031433 Date Issued: 9/29%2017 Expires: 9/30/2018 Classification: GENERAL CONTRACTOR'S OFFICE Business Location: 1020 NW 6 ST Service(s): ALLPHASE CONST.:1 GC/ROOF CONT Control Number: 0001744 Tax Amount: $ 58.80 Add. Fees: $ 231.70 Penalty: $ 0.00 Total Amount Paid: $290.50 Notice: This Tax Receipt becomes NULL and VOID if ownership, business name, or address changed. Business owner must apply to Business Tax Office for Transfer. Detach and, retain for your records 'F'F'F Business Tax Receipt " 2017-2018 ▪ This Business Tax Receipt represents proof of payment of your 13us ness Tax Fee for;the period of October 15t to September 30th. Please a ercise •diligence in maintai ng this •receipt. • Once you have obtained a Deerfield each Business Tax 'Rece.. �,tyou will be sent a renewal notice , each•year.beginning July lst, (90 days pna <toxpiration to a address listed on -the ReceiptPlease check all Receipt information and report•ane?ors to svmmediately. The City may impose fines and penalties for failure to renew this Receipt. • Your current Receipt shall be posted so that it is''aalilesto' be viewed by anyone upon entering your plan of business. b-. _ .. 3i e. i i .e 1 d. tieacp. If you change your business name@ ownership or location; you must -apply for a new Tax Receipt.. • If you have more than one location, you must ob in a' Receipt for each location. • For information on signage regulations, visit the City's website at www:deerfield-beach.corr /signage. Increase traffic to your business by participating in the City's Recycling Rewards Program! Residents who recycle on a regular basis are accumulating points to be redeemed for rewards at participating: businesses to claim discounts and gift certificates.. Participating businesses see increased traffic from this program and those that have a commercial recycling account serviced by the City receive additional rewards. To learn how to have your business become a Rewards Partner, please contact Recycling Perks at infor@recyclingperks.com. For Information on how to set up a commercial recycling account, contact the City's Recycling Division at 954-480-4454. This Receipt does not represent an endorsement or certification of the business listed herein;by the City of Deerfield. Beach. CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 04/16/2018 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 Warren Insurance Corporation 950 Peninsula Corporate Circle Suite 1012 Boca Raton FL 33487 CONTACT Scott Schoen • P(Cs, F:ry•(561) 362.6005 FAX. No): (561) 362-7005 ADDRESS• scott@warrenins.com INSURER(S) AFFORDING COVERAGE NAIC # INSURERA: Kinsale Insurance Company 13196 INSURED Allphase Construction of South Florida, Inc. All Phase Construction USA, LLC 1020 NW 6th St Bay G Deerfield Beach, FL 33442 INSURER B : Wesco Insurance Company INSURER C : INSURER D : INSURER E :• 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 INsn SUBR wvn POLICY NUMBER POLICY EFF IMM/DD/YYYYI POLICY EXP IMM/DD/YYYYI LIMITS' A x COMMERCIAL GENERAL LIABILITY Y 01000577240 -' 10/21/2017 10/21/2018 EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE X OCCUR DAMAGE TO RENTED PRFMISES (Fa occurrence) 1 OO OOO $ r MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GEN'L AGGREGATE X LIMIT APPLIES PECOT- PER: GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 2,000,000 $ B AUTOMOBILE — — LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS X SCHEDULED AUTOS NON -OWNED AUTOS WPP1548517 00 04/18/2017 04/18/2018 - COMBINED SINGLE LIMIT (Fa accident) $1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAR EXCESS LIAB _ OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N I A PER STATUTE OTH- FR E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) CGC# 1513495. Roofing CCC1328065. 30 Days notice of cancellation Physical Address: 1020 NW 6th Street Bay G. Deerfield Beach, FL 33442 CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department 10050 NE 2nd Ave 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 REPRESENTATIV <SS> 1 ACORD 25 (2014/01) © 1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD / A�oRFJ CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 4/16/2018 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. 0. Box 1927 Pompano Beach FL 33061 CONTACT NAME: lac No. Ext): (954) 943-5050 FAX Ne): (954)942-6310 E-MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INsuRERA:Bridgefield Casualty Ins Co 10335 INSURED All Phase Construction USA, LLC INSURER 8 : INSURERC: 'Ali Phase Construction of South Florida,_Inc J INSURER D: 1020 NW 6th Street, Bay G Deerfield Beach FL 33442 INSURERE: { INSURERF: COVERAGES CERTIFICATE NUMBER:2018 WC 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 LTIZ; TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POLICY EFF (MM/DDIYYYY) POLICY EXP (MM/DD/YYYY) LIMITS COMMERCIAL GENERAL UABIUTY EACH OCCURRENCE $ AMAGE TO PREM PREMISES (EaEccccIEMDence) $ CLAIMS -MADE OCCUR MED EXP (Any one person) $ PERSONAL 8 ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: LOC PRODUCTS - COMP/OP AGG $ • $ ,- AUTOMOBILE LIABILITY SCHEDULED AUTOS NON-OWNEDPROPERTY AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ DAMAGE (Per accident) $ $ UMBRELLA LIAB EXCESS UAB _ OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ DED RETENTION $ A WORKERS COMPENSATION . AND EMPLOYERS' UABIUTY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH)E.L. If yes, describe under DESCRIPTION OF OPERATIONS below Y / N N N / A 0196-45760 4/1/2018 4/1/2019 X PER OTH- STATUTE ER E.L. EACH ACCIDENT $ 1,000,000 DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if mom space is required) General Contractor CGC-1513496 / CGC-1526236 Roofing_Contractor CCCm1328065 / CCC-1331464 AT CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Ave AUTHORIZED REPRESENTATIVE Miami Shores, FL 33138 Dirk DeJong/TP ..C. ..ct:24— ACORD 25 (2014/01) INS025 (201401) 101988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Allpha e construction OF SOUTH FLORIDA. INC 1020 NW 6th St. Bay G. Deerfield Beach, FL 33442 LICENSE'S CCC-1327393 CGC-1513495 PHONE (877) 680-7663 www.AllphaseSFL.com Attu: Gloria 1V12 h Street f �° 72 NW 97�' Str ark Miami Shores, Florida 33150-1733 Phone: (305) 297 -5113 Sub -Division: Miami Shores SEC 6 Re: CONCRE'i'h; ROOF REPLACEMENT AGREEMENT STORAGE AND HANDUNO OF MATERIALS Material litonglic Contractor shall receive,. unload, 11101,0 10 the work area and protect ail his materials and rupdpnient. AU deranged materksis shall be rernovedhom the job site. Ali materials shall be in the original, unopened Containers with labels Mae*, legible and sufficient quantity to snow for continuity of we& Rooftop Storage, Materials and equipthent stored on the roof shall be dispersed so as to irdnimize food deflections of the roof dock. Material Protoctienn AU materials shall be kept thy prior to and during application and stored in a manner so yrs to prevent moisture absorption. Contractor shall store an materials on cheek raised **fount with weather protecthrOcovering and protect materials against damage by construction traffic. staPaged ihibup Conizactor shall concentrate Its staging, Mirage and troisthrgactivines hi an area approved by the owner. Italia be the responsibility of the centrector that the materials specified herein are those actually delivered tothe Job site. PROJECT CONDITIONS Hazardous Mats** Unless sPecifically stated *itemise br this proposal, tha cost of any activities ihraludhig but not limited to testing abahrinent, or removal) condeining hazardous materials°, asbestos containing materials (ACM) Is not included in tots proposal lithe type of material h found, abatement shall remain tho responsibility of the owner, Any work reqtdred which is related to hazatdous materials will be performed at in additional cost to this proposal. Harantous materreds'encounters are not in:ileal. ateffilwffiallffiquinrinents in some cases, an inspection and certification by a structuial engineer is required to evaluate the ability of the structure to accommodate the weight of the new Inatedah/PmPosed system. Wiest otherwise indicated lathe scope of work of lids proPesai" , the ,cost of any enginening Is not included. in the event engineering is requhed, the owner shall be responsible for Ms cosi by providing either the engineering report or paying for the expense of the report. Roth' Engineering is not perhernred until we have a signori contract and the scope of work and pricing May change based on engneering results. Thecwnorwflj in advised of the necessity *the engineering report prior to any work corannencing. Urdbreseen engineering/8 not typiear. Air Contnikadatp methombina Bacticidt Pffiteweow Unless specifically stated In the scope of work of this proposal, the cost of any (either replacement and/or dtsconnect / reconnect) of Alt Conditioning, Mechanic*, Plumbing, Bectrical Ughtning Protection or other subcontract trades Is not included in this proposal. Change Orders in the event ciumges or additions to Ma contract become necessary Or ate deslied, a 'written change order shall be *awn up describing the *talons or changes to Harmon° of work and price Of work. Extra Ceuta in the event any work or services which heft not been included in this proposed become necessary for the completion of work outlined In this proposal, said work shall be performed at an edditional cost to this proposal. if the. work or services required are of suclia nature as to not impact our performance of the work in anyway the owner may elect to provide the work st his expense by -others. However, If the worker sonless win lamed or impede our wt.*, said work or services will be provideden a etre and material bask., on a unit cost basis; either method being at *dation* cost to this proposal have read the abwe' infonna*n and undeittasid the contento4mIs entire agreement contract 4 3 3 q Preftialuction Conferences Prior to production, meet atthe project site with the Owner/representative. Recorddscusslon and agreernents and furnish copy to each participant. Job tioade Weather Proceed wifirwork only tidied the current and forecast weather conditions wf permit work to beperformed in accordance with manufacturer's recounnindation and warranty requirements. Environmental Regrrremedt.r Do not apply mists during Inclement weather. Do not apply materials to damp,. frozen, dirty, dusty or deck surfaces unacceptable to manufacturer. PrajeatEupervishic Contractor will provide anon site job foreman With experience In the scope of work app#Cadons and provide him with experienced personnel with proper training. PraOsctitendardm All materials are to be =piled kr a"neat, professional and workman Nice manner In accordance with industry standards. CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS Confraister% Moe at Pianism Contractor shall limit use of premises for work and for construction operations to allow for wmer oricupancy. Paddng for construction workers shall be Milted to areas at Owner's direction. END: Connect to existing junction box facilities. Owner will pay cost of energy used. Water. Connection to existing facilities is available by use of hose. Owner will pay>for water used. Sanitary Fecal= Contractor Is responsible for providing an on site port oaet if required at an additional charge. Caen* During Control acdanudajon of wade material and rubbish, pedodi y disposes of offsite. There'd be no dumping in owner's trash receptacles. Stamm Contractor shall be responsible for storage If required. Inapectloa t Remove terimorarymnaterials, equipment, services andcontinuation prior to substantial completion Inspection. Clean and repair damage caused by Installation. Restore iodating facilities used during construction to specified or original conrfltlon. Debris Removak' On buildings of more than two stories all materials removed in a proper manner. No debris will be thrown "free style" from the rooftop. Care will be taken to protect shrubbery, bufleNng and landscaping.. Find Project Clean lips' lob-elte will tie completely cleaned upon project con ion.. AU debris will be cleaned up from around bushes, shrift, yard, gram; etc. and hauled away for !roper disposal. Nighyv.ite clean-up is also in luded. INSURANCE AND LICENSES INSURANCE Insurance comae meets or exceeds all state, county or city requirements. Workman's Canpeneatlon coverage shall be provided for all personnel. Fleet insurance lards* provided. Insurance documentation shall be provided upon request. CODE COMPUANCE All work performed wlif meet or exceed all applicable local building codes. All work performed will be cantedoutto an efficient and workman Me manner by'expedenced personnel. OCCUPATIONS -LICENSE& All applicable occupational licenses required N4 3 ‘,36m, ACCEPTANCE OFANREi ME ff All material is guaranteed to be as specified. AIt sank to be conmieted in a woddmahfike manner accordingtostandard practices. Any alteration or deviation ion from above specifications levelling extra costa wfi be executed only upon written orders, and will become an extra charge over end above the estimate. The undersigned agrees tofurnish Workman's Compensation and Liability insurance, Owner to carry Fire, Tornado, and all other necessary insurances. NI agreements contingent upon strikes, accidents or delays beyond our control. ftefulitislitlithlilimill Owner agrees to removeor protect any property, fixtrees or Other Items, which are under or covered by the roof area where work is to be performed, including both interior and exterior spaces. Due to the nature of thl work, a certain amoiart of vibration or movement can be expected which could effect sterile under the roof or work area. Additionally. significant amounts of dirt ordust could be created which could enter the interior of the bum Areas without overhead ceiligs are especially susceptible to dirt infiltration. The owner has been advised of this responsibility and agrees that the contractor shall not be responsible for this protection or clean up interest an past due sums shall accrue from when due at the highest rate allowable under Florida law. In any actionbrought for enforcement or interpretation of this agreement, the prevailing party shall also recover all costs including reasonable attorney fees. Venue Is hereby agreed to be Broward County, Florida This agreement is subject to acceptance within' 30 days and is void thereafter etthe option of the undersigned - AUTHORIZED SKINATURE __ David itoreckv DATE 03/06/2018 Ai1PNASE CONSTRUCTION REP the above Prices, specifications and conditioare herebygeed t9 You are authorized to perfoms the wort as specified. Payment will be made as outlined below. ACCEPTANCE SIGNATURE Printed ifarneaof Authorized Signature QUALITY OF MATER 61oeiOskivtri ADDITIONALIN Menufactmen Manufacturer with nand Dade product approval will be used. Product Dien Submit manufacturer's instructions on proper materials application recommendations If requested. Provide products which are recommended by manufac tuners to be fully compatible with the indicated substrates or provide separation materials as required to eliminate contact between incompatible materials. lipacificalionse The seaterlai suppler and/or manufacturer's repreaeMafve shag be allowed to inspect **work in progress and advise the contractor a as to the proper application of their materials. All discrepancies shall be Immediately corrected. Peribrmanee Provide materials recognized to its of generic type indicated icated and tested to show dance with indicated periods or provide. other simian materials certified in writing to be equal or hatter than specified in every significant respect and acceptable to the owner. When a particular trade name is specified, it shall be the standard. The application and installation of all material shall be hnstri t accordance with the materialse supplier and/or the manufacturer's recona nendatlons'and as specified herein. ManadactireVe ResponeiblaytothaOmen' The material nra rafacl der Is responsible for furnishing the and the owner with materials that conform to the hpeclficetlbns and for providing accurate technical data on physical propertl®s, Chemical ocasposition and proper application techniques.. Contractor relies solely on themanufacturers published data and their recommendations for proper application procedure and is certified to Install manufacturers product. QUAUTY OF WORKMANSHIP FINDINGS & RECOMMENDATIONS Allphase Construction of South Florida, Inc. has performed a non-destructive inspection of the roof. This is an old day tile roofmg system. The tile has become br►tde. It was found that the tile underiayment is dry and has thermal cracking. This is due to built up heat and inadequate ventilation of the attic area. The duct work also runs through this area. Improper or inadequate ventilation is the number one reasons roof's fail prematurely. It is recommended that additional "storm guard material" be added to all valleys and ilashingt.. The new underlayment will be Polystick Tit: Plus and will weather much better than the existing granulated cap stet that is there now. There also needs to be attic ventilation added. Solar -powered attic fans area great option because they will not add to the electric bills but will adequately remove the excessive heat out of the attic. The Polystick TU Plus wilt prevent thermal cracking of the underlayment, and the additional ventilation will also prevent thermal cracking in the future and lower the load on the AC, making it last longer while lowering the AC bill. The new tile will be installed using a 3M Polyset foam. For the existing profile of tile a medium paddy of foam is recommended for maximum adhesion and for water to still freely flow. OUTLINE SCOPE OF WORK ALLPHASE CONSTRUCTlOItOFSOUTH FLORIDA, INC (father named "ALLPHASE CONSTRUCTION"' for the parpoees of Oils agreement) In ;accordance with the roof inspection & evaluation, is pleased to have the opportunity to present the following scope of work which will meet all focal and state bulichng codes. We hereby propose to furnish all materials, all necessary equipment and to perform all tabor necessary to completethe following pork in an OSHA aprioved Safety manner. Bullring owner is to supply use of water and power. ❑ file for and obtain Ping and required Enginierbig If any= bonded uplift test and asbestos survey if required by municipality. Any other requirements imposed to obtain permitting and Inspections to be at additional cost. hVand Dade Product Approval NOA for the proposed system. Roof plan with elevations of deck. Provide roof attachment and engbeored fastening pattern in accordance with state Building Code. Provide metal flashing In accordance with state Builder Code. Notice of CounmencementAiing with the county and tees before the start of the project. Notice of Termination will be toed at the end of the project upon !that payment to clear any and all liens. Q Preparation; Protect paver", shrubs, pools, AC equipment, etc. below roof. Remove all existing roofing down to the deck, removing as, much roofing in one workIngdayr period that can be replaced. Water cart off to be installed at the end of each working day to assure watertight concitlon. Reinove rooting debris and cart away to the local dump site or landfill. Clean the entire roof with a broom. Remove all dust and drt and thoroughly clean with power air bower. 8 boards of tongue and groove decking are Included in this proposal. If additional boards are needed to be replaced It will be Issued through a change order at $75 Per sheet Installed. If dimensional lumber needed (fascia, 2x material for trusses, etc.) It will be billed through a change order at $6 per Lineal Foot In order to riot delay the process customer agrees to this cage order ahead of time and contractor will document with photographs. Rem entire deck. Provide pictures and affidavit for inspector: Replace fascia around perimeter of roof system. Size .. .. 0 Drip Edge- Install nese 3x3 drip edge. Color WHITE o Roofing Merid»ane Plies- Furnish mad Install 30# felt with tin caps to Miami Dade code then cover with Ply sheet POLYSTICKTU PLUS akdertayment ['Other mIscefineous (nstdlations- Finnish and Install new lead stack flashing* all1plumbing vents where existing are removed. Set same in mastic and flash per manufacturer's ins. Fabricate and Metall new standess steel all-purpose vents where existing me removed. Set same in mastic and flash per manufacturer's recommendations. install new surface mounted stucco stop fleshings where required by code• Install Valley/nisi and re -enforce witth weather h material on top. Aptly. Manufacturer approved primer for adhesion as Mqudred Anmetal to be nailed off for proper attachment and sealed with caulk. Ridge Metal installed per code. Ill ail eave metal per specifications. Measure. diagram and chalk lines to prepare for straight tile Installation. Reinforce all valleys and laetdegs"with Storm grind.`** ''0pt1onaD =Install RM iSO0 Semi Attfc Forks. (covers 2000 SQ'FT of ventilation). 0 The installation- Install tileper mmmrfachrrers specifttaidons using a _ tiro paddy, ski paddy, .X_ medium paddy or age paddy foam systeMTM"3M Polysetteamhasimprovedenergy efPdenoyr-exceeds ail current energy sodas -reduces attic heat buildup - not restrlcied to retocdwe t n; greater color' choices. Nall penetrations virtually ell inatied. Eliminates the need for elevated or counter battens 50-100%greater wind re roe compared to nails, scrawl, mortar, counter/elevated batten or wire tie systems. Minimizes tile Installation damage associated with mechanical fasteners. Superior hip and ridge attachments. Easy to repay. Note- High profile Me with Large Paddy can withstand 178 mph force winds. Medium profile tile with Large paddy can with stand 203 mph force winds. Fiat'/ low profile tile with Large paddy can with stand 238 mph force wins. 0 Tile Manufacturer Fo,01C St)le Giois-I rno e.oim C►q A��' .., '0 Color all mortar to rnatc tllee selection In ridges. 0'30144 0 Uplift test- Provide upilittest after installation Mlle by certtfled engineering firm. CTHaul assay and dispose of debris at an approved landfill facility. *AdN'res. t�l�w lturi.Yh. 'n. ot reyoisW1aAt' he reMocemont of gutter —iris mo ray ssem%ans.—gutters must bo removed to Whig roof optern to 2017 Florida Bufkfing Geoid Initiate Not Amectabloilemmenceame. t_rd cenobite of waft The eontrattor represents that as soon as a signed contract and deposit is received the penult process will be started and all necessary matedatr for the work will be ordered and delivered to the job site as soon as possible.. Contractor shall inmiedately schedule the installation of the work with the Owner and diligently Mete the Installation as scheduled, weather permitting. Cendltloe ar All materlat is guarded to be as specified. Alt work is to be Meted in professional workmanlike chamber according to standard roofing practices. Any alteration or deviation from specifications Invohing extra cost/creditwlg be executed only upen, written change orders and will become an extra charge/meek from the orig urat lump sum contract pdoe. Unforeseen Creation This contract is based on conditions which were determined by visual examination. Should unforeseen conditions arise which could not bedetermined by the inspections precedent to the creation of the attached proposal, any additional work over and above the work contemplated by the proposal shall be performed on a time and material o finntid basis, in addition, should additional work or materials be required by governmental agencies such as the local building department or by the materials manufacturer in order to validate warranty requirements,such work or additional materials will be considered an unforeseen condition and will be subject to additional charges specified above. • Cldhntt All claims for damages or nosh-ficidsnerrtof this contract shall be made not later than 30 days after the cxttptetlute of the work. ALLPHASE CONSTRUCTION will exercise reasonable care when performing the work, but cannot be held responsible in any manner for damage to sidewalks, foliage, shrubbery, screening, pipes or cables, aboveuor below ground. We will not be held responsible for water damage to the exterior or interior of the premises. CUSTOMER IS URGED TO COVER FURNITURE, MOVE: VEHICLES & OTHERWISE PROTECT THEIR' PROPERTY. We cannot assume responsibility for any damages done to the roof by plumbers, electricians, air conditioner men or any other tradesmen. Eagineedngand Etedronananbe Flom Unless otherwise specified, Ms contract does not cover costs forirash chutes. Poet bets and any other engineering calculations, environmental tests or hazardous materials removal as may be required by governmental agencies. Any such costs will be pdd by the purchaser. Oral Repreeereatleme ALLP1IASE CONSTRUCTION OF SOUTH FLORIDA, INC assumes no responsibility for any oral representations which ' are not confirmed in writing. AR terms and conditions must appear in writing on this contract or on other written Instrument(s) signed by; both parties. This contract may not be altered or modified except by written Instrumentis) signed by the parties. Payment Payment of all or part of this contract, according to the terms of the contract shown in the roposat or Ina separate written and approved Instrument, shall be due and payable strictly on the bests of that schedule unless the parties agree otherwise In writing. Payment to ALLPHASE CONSTRUCTION shah hi no way be contingent upon the acceptance of work done by others over which ALLPHASE CONSTRUCTION has no sonerol Furthermore, aLLpieSit CONSTRUCTION assumes no responsibility for work done by anyone other than an Allpbase Construction employee or subcontractor, if it becomes necessary to incur any expenses in the collection of any monies due under the terns of this contract Including, but not necessarily iimited to, reasonable attorneys foe; court costs or other: co lerHon tees, It Is understood tiatthose. costs shall be **thy the purchaser. lithe customer cancels the job after materials am loaded on the job, •Al.LPHASE CONSTRUCTION is entitled to fifty percent of the total contract price. If guitome, cancels the job after it has physically started ALLPHASE CONSTRUCTION will keep altmoried s paid to date and attempt to collect an amount due per the payment schedule. allanintew Guarantees are not tresisferabie unless request to provided to ALLPHASE CONSTRUCTION in writing within 30 tiara of sale of property and approved ►y ALLPHASE CONSTRUCTION. All guarantees given by ALLPHASE CONSTRUCTION will be null and void if any contractor or individual rimer than a AtIPHASE CONSTRUCTION representative does work on a guaranteed roof or if property owner or tenant does not allow actress to the property. ALLPHASE CONSTRUCTION will assume no liability and will not guarantee any work performed until Contract is paid in full. ALLPHASE CONSTRUCTION shall be granted at Its discretion access to the roof dieing the warranty period for visual inspection. The signing of this agreement cotillion that the signer has read and approves all terms add conditions of this contract. ALLPHASE CONSTRUCTION assures no responsibility for damage caused byacts of God, acts of nature, or any act beyond our control. This embed is not valid or binding until approved and aecepted'by an officer of the corporation. $EVERAillIiTY: tinny provision of this contract is declared to be iadmeful, invalid, or unenforceable for any reason, then notwithstanding such unlawfutaess, havathfity, or unenforceable, the rernmning terms and provisions shall remain in full force and effect b3iq2+G } We propose to banish materials and later in accordance whit abovem forthe stun of 017.213.10 to Solar At le F nc 1&S Soares Brand Tam Allphase Construction reserves the rlgirt to Issue aChange order or temillu a ttds contract at Its dlscxstmn due to a structural problem althea building, environmental hazards such as: mold, asbestos or lead paint, other safety concerns, pricing error or because work required to complete the job was not Included in the Contract. remantanmmorytT e Payment Summary Included as part of this Contract sets forth the total Contract amount and payment required far the deposit and NISI payments. NOTICE TO CUSTOMER You are entitled to a comPletely fltted4n copy of the contract at the time you sign. Do not sign a Completion of Certificate before the work Is complete. THE PARTIES ACKNOWLEDGE AND AGREE THAT UPON EXECUTION OF DUB AGREEMENT, COMPANY WILL INCUR COSTS AND EXPENSES' INCLUDING, -BUT NOT UMiTED TO, LIMITED EFFORT AND LOST BUSINESS OPPORTUNITIES, ORDERED MATERIALS CUSTOMIZED FOR CUSTOMERS PROJECT,WHICH ARE DIFFICULT OR IMPOSSIBLE TO CALCULATE•AND, IN THE EVENT CUSTOMER TERMINATES' THIS AGREEMENT (EXCEPT AS OTHERWISE EXPRESSELY PROVIDED HEREIN), IN LIEU OF ACTUAL DAMAGES, CUSTOMER AGREES TO PAY TO COMPANY THE GREATER OF THIRTY FIVE PERCENT (35%) OF THE TOTAL AGREEMENT AMOUNT INCLUDING OVERHEAD AND PROFIT, AS LIQUIDATED DAMAGES, AND NOT AS A PENALTY, AND COMPANY AGREES TO ACCEPT SUCH AS A REASONABLE AND JUST COMPENSATION FOR SUCH TERMINATION. Admittance and Authorization: Customer agrees and understands thatthis agreement is the entire agreement between Customer and Auphase Construction with regard to the products and Installation and supersedes all prior discussions and agreements; either oral or wrttten,'reiatng to said Products and Installation. ibis agreement cannot be assIgMed or amended exoapt by wilarlithi, and Minton* Construction. Customer agrees and ges that Customer has un accepts the ter of and has received a copy of this agreement )01Y David Veracitya3iosr2o�.8 Customer Signature: Date Sales Consultant Signature Date CUSTOMER MAY CANCEL a'HiS AGREEMENT WITHOUT PENALTY OR OBLiGATION BY DELIVEiNG`WRITTEN NOTICE TO ALLPHASE BY MIDNIGHT ON THE THIRD BUSINESS DAY AFTER SIGNING THIS AGREEMENT. PAYMENT SCHEDULE PAYMENTS MUST BE MADE IN A TIMELY MANNER IN ACCORDANCE TO THE FOLLOWING PAYMENT SCHEDULE AND ARE NOTCONTiNGENT ON INSPECTION APPROVALS (EXCEPT FINAL PAYMENT), RELEASES OF LiEN PENDING. MATERIAL SUPPLIERS RESERVE THE RIGHT TO FILE CLAIMS OF LIEN ON DELINQUENT ACCOUNTS AND BUILDING OWNER IS RESPONSIBLE FOR ANY FEES ASSOCIATED WITH SUPPLIER LIENS. A (1). SO% UPON PERMITTING AND MA7ERIAIORDER. (2). 25% UPON TEADOFF AND DRY IN. (3). 25% UPON COMPLETION OF ROOF REPLACEMENT. UPON FINAL PAYMENT: AN UPLIFT TEST WILL BE ORDERED. UPON RECEIPT OF UPLIFT REPORT, FINAL INSPECTION WiLL BE SCHEDULED. CONTRACTORS RELEASE OF LEIN WAIVER, WARRANTY INFORMATION AND HURRICANE M117GATiON`WiLL DEGREE TO CLIENT AT FINAL PAYMENT. THREE DAY RIGHT OF RESCISSION: THIS "!MITTEN AGREEMENT HEREBY SERVES AS NOTICE THAT -I MAY CANCEL THIS AGREEMENT AT ANY TIME PRIOR. TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE OF THIS AGREEMENT. TEAMINIMON RIGHTS. This Agreement shalt not be teradnated except as expressly provided herein. Customer shall have the right to terminate this Agreement within 3 busIness days. ACCEMINZIMPROMAlkilpen execution of the contract by all pasties and receipt of the deposit, customer acknowledges that the cornea*~ will immediately utilize the deposit for mobilization and ordering of materials and said deposit shall become nOnrefandatde after the 3-day'rescission period, 3% will be added for credit cant charges. Re4363T/42 \s - \-02 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. Process No. Contractor's Name A11phctSe Con5tr-uc.+ ar. o-' SOU44'1 Plor;dq, JlvC Job Address —7a N W C 7 5+, M i .r Sho rest 1 L 3 3150 ❑ Low Slope ❑ Asphaltic Shingles ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles O Prescriptive BUR-RAS 150 ROOF TYPE 0 Maintenance • • • • • IW"Mortar/Mheslve Set.114 •; .•.• • • ••.• • ❑ WoodAh4gles/Shakes•� • I • • I• • I 1 1 1 1 1 1 1 1 1 1 ••.. .••. ❑ New roof 0 Repair 5/Reroofing •. '•. b ROOF SYSTEM INFORMATION 9a • • Low Slope Roof Area (SF) 14 5'' 1 Steep Sloped Roof AREA (SSF) I Iowa. Total (SF)I 81 a ' ?J Section B (Roof Plan) INTERNATIONAL CODE COUNCIL •..• ••.• •• • RetpY81ip§ ••..1 • •••.1 •...I. • • • •..•t• •••.8• • I. .•. •. • i• 1 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimen- I sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 • • • .• • S. • • .• .• • S a T 1• A C 0 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. No Mpasure:Ments Ridge 40' 3" Ridge Vent Hip Valley Rake 12215" • ' Eave 88' 5' Flashing 55' 10" Step Flashing Note: all measurement -are in feet A 777 ••••—:••••••,- • • - • • ••• a. 1 0' 1 " T 41,„ • ••• • • • • •• • • • E•74 qtorthwest 97th Street, Miami Shores, Florida, 3315 0 . • ••• •" II' • • • • • • • • • • • • •• • • • • • • • , • • •• • •s• • • • 4 I .1 al 'yak/ *or • • • • • • • , • • • • • • • • . ,....::-. • ,. i • •• • • • : • •• • • • • •••• • • • • • • • • .. • I:* ' • ::: • • 5: ,•• • • • • • • • • • • • :1,3,T 2'11" • tr. .11 2'7" T 104" 37'11"T zi‘ .11,19"T • . . page 2 of 4: Roof Area • Total Area: -1,812.3-sqft Total Slopes: Area 1 Pitch 3/12 .145.37 Kitt •, :Z. Area 2 Pitch 5/1.2 1,666.92 sqft ..:,...1 7...:.....:.......:.:7.2. hio: rthwest 97th Street, Miami Shores, Florida, 33150 . • • , . • •••• •• •• • • ••• „ , . .', • • • • ' • • • .... • •.....,........• • • •4—....04.....• • .., • • .• ,.. , •,,10 • ., • • ,...... -......'.. • ... ... • 9 • ' . • -. • • •iiiiiirsonnalk.srat414A. NOopoosporst.wasowriorrerrairkteAr•A•ibkixtre • • • .:. , • • - • • • • • • -., - ,. . ,, • • • • . Ci • • • • • • • • . . , •• -i • • —• • • •• 4 • • • • • • ,•:— • ' • • • • • • • • • • • • •• : r • • • • • —4 dy. • ; • ;,.. • •• • • •-, •••• % S. •.: *i= 12.03;*1= 11.99, *2 =.• 18.56 714.71 145.37 pade 3 of 4-, Pitch' • • • • • • •• • •• • • • E•14 .Wrthvyest 97th Street, Miami Shores, Florida,; 33:150 • • ••• • • 'go • ••• • • • • • , • • • • • • • • • • • • • • • • • ooil • lip • • 'r • • • _ ' 0.4.tii.l.• • • • 9,, • -7• •• • • • 7.7P" " • • • „..,.4 • `4146140100•11•410110411.1011/Nimersam4#41%1111%.R.4111101101110.—.11101.1Wwww. • • . • • z • • • a • • • f4 1:• Pitch Scale: 24/12 0/12 Z • :,,•• • • • •• ••• •• • Z., • • • '• • • • • • • • 41:: • • • • • . a .• • •• • • • ••• •• . • 3/12 5/12 page'4 of 4 0,• •:" 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 15.36 SECTION 1525 HIGH -VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF.THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW. Roof System Required Sections of the Permit Application Form Attachments Required . See Listielpt&. Low Slope Application A,B,C 1,2,3,4,5.4,i.. • Prescriptive BUR-RAS 150 A,B,C 4 5 9 y•• • • Asphaltic Shingles A,B,D 1,2,4,5E/• •. • Concrete•of-ClayTile rA;B;D;. 1,2,3,4.5,6,T.. •• 1,2,3,4,�5',6,1•� Metal Roofs A,B,D Wood Shingles and Shakes A,B,D 1,2,446,7• • Other As Applicable 1,2,3,4+6,6,7. 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 of Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation INTERNATIONAL CODE COUNCIL • • • • • • • FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED; accessed by Ebner Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. I 1 1 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 1•1 Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. 1 Section C (Low Slope Application) 1 Fill in specific roof assembly components and identify I manufacturer I (If a component is not used, identify as "NA") System Manufacturer: Product Approval No.: 1 Design Wind Pressures, From RAS 128 or Calculations: 1 I P1: P2: P3: Max. Design Pressure, from the specific product I approval system: 1 1 1 Anchor/Base Sheet Fastener/Bonding Material: 1 Deck: Type: Gauge/Thickness: Slope: Anchor/Base Sheet & No. of Ply(s): Insulation Base Layer. 1 1 I Top Insulation Layer: 1 1 I Top Insulation Fastener/ : onding Material: 1 1 1 1 1 1 Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Mat: lal: Top Insulation Size and Thic Base Sheet(s) & Base Sheet Fa PlySheet Ply S N ess: . of Ply(s): ener/Bonding Material: ) & No. of Ply(s): et Fastener/Bonding Material: p Ply: 15.38 INTERNATIONAL CODE COUNCIL Top Ply Fastener/Bonding Material: Surfacing: Fastener Spacing for Anchor/B. e Sheet Attachment: Field: "oc@Lap, #R• s @_"oc Perimeter:" oc @ . p, # Rows @ ".oc. • • • • . • • • • Comer: "oc@ ap,#Rows •__'Q= "o •�• • . • Number of Fast ers Per Insulatior §eard: • • • . Field Perimeter ."". Corne?• .•.. •••• I 1 1 1 1 1 .la.... I I. - .... .1 Illustrate ' omponents Noted and Ihrtls ps Apppatiet • •1• I.• • • • Woodb .eking, Gutter, Edge Terriiugatlbtl, Strippping! Fltashing, 61• • •: • Conti • uous Cleat, Cant Strip, Bas&Flastung, Countedlashing, I • Co•' g, Etc. • . • . • • I . icate: Mean Roof Height, Parapet Height, Heit fff df•Base . ashing, Component Material, Majeari%l rhicknesys. Fastener ' • • • • Type, Fastener Spacing or Submit Manufacturer%] t i15 that • Comply with RAS 111 and Chapter 16. FT. I Parapet Height FT. Mean Roof Height FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. ti 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: Notice of Acceptance Number. Ea5 I e -Roof'i n3 Pr-o G{ s7 I-I-08a2.15 LLC Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: '• 1 P1: G. I P1: `100. 1 Deck Type: Roof Slope: 5 : 12 Ridge Ventilation? 1 • • . • •• • • • • • • 5/8 Plywood • • • •• • ..•.. • • • Type Underlayment: Insulation: Fire Barrier: • 1 1 1 1 1 1 1 1 1 •.1•••• 1 •• •I.•.• • •4111• ••• • • • •1..•. • 1• • • i.... '• • • I..... • • • 1 i 1 • i P01.j91ass p s I 1 1 1 i •1 1 • • • • • • •••• • a NA • • S. •• •• • •. • •• • Mean Roof Height: I (o • N-4 • • • • • • • Fastener Type & Spacing: Adhesive Type: 11 •• • •. • /4 Rs N 6 "4 g" 1CP Adhesiiicg AFt -IGO Type Cap Sheet: Roof Covering: 5c031e Co--*'.cr\pe row iile Type & Size Drip Edge: C apt r-cxx O 3x 3 1 3 i I FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.39 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. INTERNATIONAL CODE COUNCIL 1 (P2: x L = x w: _ ) - W: x cos O = F� Product Approval F' 1 (P3:_ x L _ = x w: _ ) - W: x cos O = Fr3 Product Approval F' Section E (Tile Calculations) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • Florida Building Code 5th Edition (2014) 1 High -Velocity Hurricane Zone Uniform Permit Application Form. 1 1 For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the M, values, for each area of the roof, then the tile attachment method is acceptable. 1 1 Method 1 "Moment Based Tile Calculations Per RAS 127" X.? 1-1 = IO' ) - Mg:414 = M„ 4.07 Product Approval M, 32 '1 1 (p2-4 'I 18.46) - Mg:G.13 = Mrz I a.13 Product Approval Mf 38.'7 1 (P3..100.1 xX. • a77 = a7 .$1) - Mg: Go.1.3 = M 01 I • Ko Product Approval M, 32 ' "7 • • • • • • 1 • • • •. • 1 1 1 1 1 1 1 1 1 Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval M, • • • ••• • • • • • •• • Mr required Moment Resistance* Mean Roof Height Roof Slope 15' 20' 25' • 30' • • ' • • • 40' ' a 1..42.2 `, 2:12 34.4 36.5 38.2 39.7 • 3:12 32.2 34.4 36.0 37.4 •1••19.8 4:12 30.4 32.2 33.8 35.1 • 37.3 ;, 5:12 28.4 30.1 31.6 32.8 • _ • •34.9 • 6:12 26.4 28.0 29.4 30.5 • 32.4 • . 7:12 24.4 25.9 27.1 28.2 30.0 • • ••• • • • ••• • • • • • • • • •••• • • • • • • • • •• •• *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. 1 For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or 1 equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P1: x L = x w: = ) - W: x cos 0 = Fr, Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 Mean Roof Height - H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier X, Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance M, Product Approval Required Moment Resistance Mg Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. 15.40 INTERNATIONAL, CODE COUNCIL FLORIDA BUILDING CODE - BUILDING, 5th EDITION (2014) Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezcr Palacio on Jun 8, 2015 10:32:12 AM pursuant to license Agreement No further reproductions authorized. DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.tiov/economv SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction mgttriatl The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product%ntrol Sedition to bt used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction L3HJ). • .. . • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Countyl'i'odtibt Control•Section • (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the:I-Nit to hasviKt.his product or material tested for quality assurance purposes. If this product or material fails to ggriwp in the• i cj pted • • manner, the manufacturer will incur the expense of such testing and the AHJ may immediately•reYake, nibjijfy.,br suspend the use of such product or material within their jurisdiction. RER reserves the right:tiaske 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 including the High Velocity Hurricane Zone of the Florida Building Code. • • • tPESCRIP,TION:YHighPro_file_CoiRrete_Tile— 7 • .• • •• • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.16-0314.08 and consists of pages 1 through 7. The submitted documentation was reviewed by Freddy Semino MIAMI.DADE COUNTY APPROVED NOA No. 17-0822.15 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 1 of 7 • ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This approves a new roofing system using High 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 4.1'ein. The • attachment calculations shall be done as a moment based system. •• • • • • •• • ••• • • ••• •• • • • 2: PRODUCT DESCRIPTION: • • • • • Manufactured by Test Prdd'dtt. • •• • • • • • Applicant Dimensions Specifications Descr•• •••iption "" •• • High Profile Concrete Tile Lenght = 17" TAS 112 High profile concrete roottiie. For'dil ct'deck car Width = 12 '/4" Type la battened nail -on applicptiors: • • • Thickness ='h" Class III • • . • • Trim Pieces Lenght = varies TAS 112 Accessory trim, concreterboi; piecesJrlise at • • Width = varies hips, rakes, ridges and valley terminatidnsr varying thickness Manufactured for each tile profile. r MIAMI DADE COUNTY APPROVED NOA No'. 17-0822.15 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 2 of 7 2.1 EVIDENCE SUBMITTED: Test Agency PM Asphalt Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies 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. Celotex Corporation Testing Services Celotex Corporation Testing Services Walker Engineering, Inc. ATL of South Florida ATL of South Florida MIAMIDADE COUNTY APPROVED Test Identifier ERPF-001-02-03 7161-03 Appendix IlI Letter Dated Aug. 1, 1994 P09647-01 P0402 94-083 94-084 25-7094-(3, 6 & 9) 25-7120-(1 & 2) 25-7183-(3 & 4) 25-7214-(3, 4, &7) 25-7804-4 520111-3 520191-2-1 Calculations RT1211.02-15 RT0706.03.17 Test Name/Report TAS-112 Static Uplift Testing TAS 102 & 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails : • .• Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier TAS-112 TAS-112 • .... . • .. .. . . • . . . • . . . .. . Date Aug. 2006 Dec. 1991 Aug. 1994 Aug. 1994 Sept. "199% .... Aprii.l.99t . May19 1. .. . • • • Oct. '199 l Nov .f414 .. . . . • • Feb. 1995 March, 1995 Sep. 1996 Dec. 1998 March 1999 Sep. 2006 12/17/15 09/25/17 . . • • . • • . NOA No. 17-0822.15 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 3 of 7 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 n compri Ma with •applicable Building Code. • . • . ..• . . ... • 3.7 All products listed herin shall have aquality assurance audit in accordance with the.F1swida Btrj1111ng Cod; • and Rule 61 G20-3 of the Florida Administrative Code. . • • ... • .. • • . 4. INSTALLATION •• 4.1 Eagle Roofing Products LLC, High Profile Concrete Tile and its components. . Abe installe in strict • compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 1•211... • •. • • 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) High Profile Concrete Tile 10 1.417 1.04 Table 2: Aerodynamic Multipliers - A (ft3) Tile A (ft3) A (ft3) Profile Batten Application Direct Deck Application High Profile Concrete Tile 0.300 r0.277 J f Table 3: Restoring Moments due to Gravity- Mg (ft-lbf) Tile Profile 3":12" 4":12" 5":12" 6":12" Greater than 7":12" High Profile Concrete Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.68 6.99 6.57 6.88 6.44 r6:73--' 6.28 6.56 6.10 6.38 MIAMI DADE COUNTY APPROVED f NOA No. 17-0822.15 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 4 of 7 ... • 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 High Profile Concrete Tile 2-10d Ring Shank Nails 28.6 41.2 19.4 1-10d Smooth or Screw Shank Nail 5.1 , 6.8 2.8 2-10d Smooth or Screw Shank Nails 6.9 9.2 , 7.3 ' 1 #8 Screw 20.7 20.7 18.1 2 #8 Screw 43.2 43.2 29.8 1-10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 ."". 19.0 1-10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 • • • • • • •.24.0 •i•' • • ' • 2-10d Smooth or Screw Shank Nails (Field Clip) 27.6 _ 27.6 • S. 38.1 • • . 2-10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 • • •• • •• • • Ilk •• . • • -. 2-10d Ring Shank Nails' 33.1 48.1 45.2 1. Installation with a 4" tile headlap and fasteners are located a min. of 21/2" from head of tile. • : .. • . Table 5: Attachment Resistance Expressed as a Moment Mr (ft!lbf) • • • • • • for Two Patty Adhesive Set Systems •• ' Tile Profile Tile Application Minimum Attachment Resistance High Profile Concrete Tile Adhesive 29.32 i 1 See manufactures component approval for installation requirements. 2 The Dow Chemical Company TileBond Average weight per patty 10.7 grams. ICP Adhesives Polyset® AH-160. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems S . Tile Profile Tile Application Minimum Attachment Resistance High Profile Concrete Tile ICP Adhesives Polyset® AH-160 66.53 ICP Adhesives Polyset® AH-160 L38..74-1 3 Large paddy placement of 63grams of Polyset® AH-160. 4 Medium paddy placement of 24grams of Polyset® AH-160. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance High Profile Concrete Tile Mortar Set5 24.5 5 Tile-Tite Roof Tile Mortar. MIAMFDADE COUNTY APPROVED NOA No. 17-0822.15 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 5 of 7 . ••. . 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". �1 EA6LEI-V' FLORIDA (LOCATED ON UNDERSIDE OF TILE) OR EAGLE FL (LOCATED ON FRONTSIDE OF TILE) High Profile Concrete Tile LABEL, SUMTERVILLE PLANT •.•• • • • • • • • ••• • •• • • • • • • • • • • .• • • • • • • • • • • • • • • • • •• • • • • • •• • •• • •• • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • • • • S. • • • • ••• • 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. MIAMI DADE COUNTY APPROVED • • • • NOA No. 17-0822.15 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 6 of 7 PROFILE DRAWING High Profile Concrete Tile END OF THIS ACCEPTANCE MIAMWADE COUNTY APPROVED 4 rY^ . • • • .. • . • .. • • .... • • •.• • • . • • S. • .:•. .• • • 40 .. • • • : •!.. • •0•• • • •• • • • • • • •• • NOA No. 17-0822.15 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 7 of 7 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economv SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control'*Mon to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdietiox'(AHJ•). "" This NOA shall not be valid after the expiration date stated below. The Miami -Dade County MOnct Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve thcjjght to have this • • product or material tested for quality assurance purposes. If this product or material fails to pe‘forhi in tltacjpted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately:saloke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this cceptancep • • • • • • . . if it is determined by Miami -Dade County Product Control Section that this product or materal 'dtls to meet the requirements of the applicable building code. ' • This product is approved as described herein, and has been designed to comply with the Flotidarluilding Code including the High Velocity Hurricane Zone of the Florida Building Code. • •• • fDESCRIETION Polyglass.Polystick_Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. . • . • . RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. t 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.15-0410.04 and consists of pages 1 through 8. The submitted documentation was reviewed by Freddy Semino., MIAMI•DADE COUNTY APPROVED NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 1 of 8 ROOFING COMPONENT APPROVAL Category: Sub -Category: Material: Roofing Underlayment SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product Polystick IR-Xe Manufacturing Location #1 & #2 Polystick Dual Pro Manufacturing Location #2 Polystick Tile Pro Manufacturing Location #2 Polystick TU Max Manufacturing Location #1 & #2 Polystick TU P Manufacturing Location #2 Polystick TU'Plus. (Surface Printing) Manufacturing Location #1 & #2 Polystick MTS Manufacturing Location #2 Polystick MTS Plus Manufacturing Location #2 Elastoflex S6 G Manufacturing Location #2 MIAMI.DADE COUNTY APPROVED Dimensions 65' x 3'33/8" Or 65' x 3' 60 mils thick 61' x 3'33/8" 60 mils thick 61' x 3'33/8" 60 mils thick 65'8" x 3'3-3/8" 60 mils thick 32'10" x 3'33/8" 130 mils thick )65' x 3'33/8" 80 mils thick 65'8" x 3'33/8" 60 mils thick 65'8" x 3'33/8" 60 mils thick 32'10" x 3'3 %" Test Specification ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 TAS 103 TAS 103 and ASTM D 6164 Product Description A fine granular/sand top surface self -adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in•slepid roof assemblies. Designed as an icg &Ain shield! • • . • ... A rubberized asphalt self-adhe ;,glass-fil3lx7pOlyester reinforced waterproofing mentlh'att Designed as a metal roofing and roof tile underlay'ment.. • • • • . A rubberized asphalt self-adheAag!glass-fperrpolyester•:.. • reinforced waterproofing men18r111b. Designed s a metal• •: • roofing and roof tile underlayneot. • ` 0000 0. A rubberized asphalt self -adhering• polyester reinforced waterproofing membrane. Designed as a a.Maftile • underlayment. • A rubberized asphalt waterproofing membrane, glass- fiber/polyester reinforced, with a granular surface designed for use as a tile roof underlayment. A rubberized asphalt self -adhering, glass-fiber/polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. . . . A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polyester reinforced, SBS modified bitumen membrane with a sanded back face and a granule top surface. For use in roof tile underlayment systems. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 2 of 8 . MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL Test Agency Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. LABELING: EVIDENCE SUBMITTED Test Identifier P 10870.09.08-R1 P10870.04.09 P33360.06.10 P33370.03.11 P33370.04.11 P36900.09.11 P37300.10.11 P40390.08.12-2 P37590.07.13-1 P45270.05.14 P46520.10.14 P44360.10.14 P43290.10.14 PLYG-SC 10130.06.16-3 PLYG-10130.06.16-1 PUSA-035-02-01 PUSA-055-02-02 PUSA-089-02-01 JX20H7A RX14E8A DX23D8B DX23D8A Test Name/Report TAS 103 TAS 103/ASTM D4798 & G155 ASTM D1970 TAS 103 ASTM D 1623 TAS 103/ASTM D4798 & G155 TAS 110/ASTM D4798 &A)19' • ASTM D 1623 ASTM D6164 TAS 103, TAS 110 & ASTM.Dl62 3 ASTM D1623 •••• TAS 103 & TAS 110 . • ASTM D 1970 & TAS'110'• TAS 103 & TAS 11� ASTM D 1970 & TAS •110 . . TAS 103 TAS 103 TAS 103/ASTM D4798 & G155 •. . • • • .. • TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G155 Date • 12/04/08 04/13/09 07/01/10 03/02/11 04/26/11 . •e9/Oa/11 •M•19/11 ••Ogn7/12 •0• 7/02/13 • .05612/14 . '.4W4 i3/14 ••IVQ,7/14 • 40?17/14 0$/27/ 16 • •▪ • f)6t27/ 16 • • UB729/06 • . 12710/07 07/06/09 04/01/08 11/09/09 02/18/10 02/18/10 . • • • . • • • 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: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. MIAMIDADE COUNTY APPROVED BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. MANMADE COUNTY APPROVED NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 3 of 8 • . INSTALLATION PROCEDURES: Deck Type 1: Deck Description: System Type E(1): Anchor/Base Sheet: Fastening: Membrane: Surfacing: Deck Type 1: Deck Description: System Type E(2): Anchor/Base Sheet: Fastening: Membrane: Surfacing: Deck Type 1: Deck Description: System Type E(3): Anchor/Base Sheet: Fastening: Ply Sheet: Membrane: Surfacing: MANMADE COUNTY APPROVED base sheet only) Elastoflex S6 G, hot asphalt applied See General Limitations Below. Wood, non -insulated Min. 19/32" plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered One or more plies of ASTM D 226 Type II or ASTM D 2626. Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS or Polystick MTS Plus, self -adhered. See General Limitations Below. Wood, non -insulated Min. 19/32" plywood or wood plank • • • . . .. . . .... Anchor sheet mechanically fastened to deck, membrane adhered'....' .•.. . . .... • ... .. . S. • • • • .... . . . .•.. One or more plies of ASTM D 226 Type II or ASTM D 2626. . . .".'. ..• .. . . Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at arniximum 4" head lap. (for .' . . • •.• • . . ..• . .. . . . . . Wood, non -insulated Min. 19/32" plywood or wood plank Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. One or more plies of ASTM D 226 Type II or ASTM D 2626. Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Polystick TU Plus, self -adhered. See General Limitations Below. NOA: Expiration Approva To.: 17-0614.22 Date: 09/13/21 Date: 07/06/17 Page 4 of 8 . INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and sweep the deck thoroughly to re move any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3" and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving spevil r • sntion to lap areas. • • • • • • 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly virrent Preduct•Contr 4..:. Notice of Acceptance. •• 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. Thie.t1 Bing tapi• ilik Ml be • pressed in place and formed around the protrusion to ensure a tight fit. A second layexr4f.Eolysticjt shi11 be •• . . • applied over the underlayment. • • • • • • • GENERAL LIMITATIONS: • • . . • 1. Fire classification is not part of this acceptance. ▪ • • • • •• •• • •• 2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and Polystick MTS Plus may be used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, 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 Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. • • . • Exposure Limitations (Days) MTS IR-Xe Elastoflex S6 G TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus Winter Haven, FL 180 90 180 180 180 180 180 180 180 Hazelton, PA N/A 90 N/A 180 N/A N/A N/A 180 N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 5 of 8 MIAMI•DADE COUNTY APPROVED Rule 61G20-3 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick Tile Pro, Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications: Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, the maximum roof slope shall be as follows: (See Table Below) Tile Profile Polystick MTS Elastoflex S6 G Polystick TU Plus, TU P, Tile Pro, Dual Pro Polystick TU Max Polystick • MTS Plug : • Sysigm (*E3) • MTS. Pjq% with T'dlplZs ., Flat Tile Prohibited without battens 4:12 6:12 6:12 5:1'2 • • • •.... • •6 12 .... • ':. Profiled Tile Prohibited without battens 4:12 6:12 6:12 4:1.... • • • • • • • • •6:1.2 • • • • • • ., • I •... • .• • •... • •.. • • • .• •... • The above slope limitations can be exceeded only by using battens in accordance witllthe Atproved Till Systegy..;. Notice of Acceptance and applicable Florida Building Code requirements. When batty ns ri require& they shall • be utilized during loading and installation of tiles. • • • • • • • 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the 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. 0 0- 0 t0 POL l Plus MIAMI DADE COUNTY APPROVED NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 6 of 8 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS; Polystick MTS Plus or Elastoflex S6 Gas a component part of an assembly in the Notice of Acceptance. If Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G 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. .•.• • • POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK gl:MBR4NJ • • • • • •• • PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPFiGIJk.APPLICA.TIONS. . • LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECON 'ifI ATIVEit • • • • • 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood iecks.. i$stners ate• • • • cautioned to refer to applicable local building codes prior to direct deck installation tQgn.syi ie this is a.ceptable. • • 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 edke Vain as pCr Polyglass! • Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum i 5/8" metai'clt 1 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 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be used on all projects for pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 61/4"/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 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement 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. MIAMI-DADE COUNTY APPROVED NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 7 of 8 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedi res as eufliriad by the National Roofing Contractors Association (NRCA). • • • . • PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF spEtiPie XPPLICAI'IONS. • . . •. . .• • LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOM1KFln• ''ATIOM§ . • • • • • END OF THIS ACCEPTANCE MIAMI.DADE COUNTY APPROVED . • ••• •• • .. • . . . • .• .. . .. . . • .. . • . . . • .. . • ,. • • • • . NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 8 of 8 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ICP Adhesives and Sealants, Inc. 12505 NW 44th Street Coral Springs, FL. 33065 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION _ 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.mia mid ade.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. colon to be • used in Miami Dade County and other areas where allowed by the Authority Having Jurisdicthltl eAtIJ). • • • • ••• •• • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County'lyoduct Cotittol Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve theittaiit to havethi:produc or material tested for quality assurance purposes. If this product or material fails to perform in.tinAcepte i � mnfler, the manufacturer will incur the expense of such,testing and the AHJ may immediately revoke, modify. or susppnI the use • of such product or material within their jurisdiction. RER reserves the right to revoke •t'%is'accept .•if it Ls determined by Miami -Dade County Product Control Section that this product or material faismir et the requirements .' of the applicable building code. • • This product is approved as described herein, and has been designed to comply with thc.Flrrida B}liJdijig Co+I • • • • including the High Velocity Hurricane Zone of the Florida Building Code. •' • • [DE CS R PTION:-ICP Adhes` ives_Polyset® AII: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 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. MIAMI•DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 • • ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyset® AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product LCP_Adhesives fPolyset®A ICP Adhesives Foam Dispenser RTF1000 ICP Adhesives ProPack® N/A 30 & 100 Dimensions Test Specifications • • • .• • • • •• ' N/A TAS 101 Two component polxurethane foati'i'a�dhesiv2'; • • • . .▪ •. •.• • . • . . •• • • ... . . .... • • • • ... .• . • ▪ • Product Xi iption • . . ..• .. N/A Dispensing Equipment • • • •. • . • Dispensing Equipment . • • S. • • • • •• • PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% 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. MIAMI•DADE COUNTY APPROVED • . •• • . . NOA No.:' 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 . EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering 1 Celotex Corp. Testing Services Test Identifier #94-060 257818-1PA 25-7438-3 25-7438-4 25-7438-7 25-7492 NB-589-631 9637-92 01-6743-011 01-6739-062b[1] 7050.02.96-1 P36700.04.12 P39740.02.12 528454-2-1 528454-9-1 528454-10-1 520109-1 520109-2 520109-3 520109-6 520109-7 520191-1 520109-2-1 Test Name/Report TAS 101 TAS 101 SSTD 11-93 SSTD 11-93 SSTD 11-93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 ASTM D 1623 TAS 101 TAS 123 TAS 101 TAS 101 . . . . . .. • . .... . . . • .. . . ..• .. • .. • . • . • . . .. . Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 .... ' .... 04(30f .. • 11/16794 0r/J�(95 .. . 03/14i96 04/18.(12 . .. . • • • 10%2'3/!8 12/28/98 TAS 101 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles. t 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. • . . . . 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. MIAMI•DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 . INSTALLATION: 1. ICP Adhesives Polyset® AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH-160. 2. ICP Adhesives Polyset® AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset® AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. .•.. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed ley ICP Adhes'ivez a?id Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to th:e autholrit ' ving . • jurisdiction. • • • • • 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is regp4r i before application. of any adhesive. The mix ratio between the "A" component and the "B" component shad besrhaintail jl.132tween 1.0-1.15 (A): 1.0 (B). .. . • • • • • 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser,RTrT000 or IL'P • Adhesives ProPack® 30 & 100 dispensing equipment only. •• •• •• 7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight. •• • •. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Achtespes Polyset® AH-160 has been dispensed. 9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. MIAMI•DADE COUNTY APPROVED . •• • NOA No:: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Area Minimum Paddy Gram Weight Eave Course - Flat, Low, High Profiles All Eave Course 17-23 sq. inches 45-65 Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30' Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 .... Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at : head of tile 9-11 sq. inches at overlap • .10Z grams porpaddy .. ' • . • •• • •• • . • . • • Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal . edge) 20-25 sq. inches each • bead • • • di 7 gramo per bead : •' ' • •' • • • • • • l i "••• ••' Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches :":3; 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. MIAMI•DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 Nail through pluck ant Paddy IB•rt•arth1 *) Vahan requitedt iltldortoyTPht 10 1ft. Rattan`s opt onM laveGat(s' , Eno Getup* Nail through ides* cement when required) KA *Reuel gI•ttlrcostrrn", (afi•n required} Nodirlayl Rattans op tonal 10It. pscl IlioarahTIIPI *sdr Weephate E•.e closure Drip •dp• MIAMI•DADE COUNTY APPROVED 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 Plan Tile • • • • • •• • • •• •• •• • • •• • • • • • • 1. Starting at the eave courr,niply a minimum 2" • • (50.8 mm) x 10" (254 min) x 16' (25.4 mm3 foam • paddy onto the underlaytienttpsitiorted as shown• under the pan portion of the tilt 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.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 Flat/Low Profile Tile dFa1LIhroughalattl camant p.Y... roquir.d)4 Unrdadaymant a,n x +s opdcanal Laws Course, Eeao Closure PaddyInrnFalta nisi 'Fasda Nell thr000k plastic dean aat 4whan racsulredl E. C.vn. MIAMI•DADE COUNTY APPROVED Padrdy {taa•atk Tile) Fascia a Mow. 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: $3ba8mm) x 7" (177.8 mm) x 1" (25.4 %l4 fam pacldy opto the • • underlayment positioned as i undef the ; • strengthening rib closest to +la Overlock of the tile . . being set. • • • • •• • • • . • . . •••• ••.• • • 3. Continue in same manner. l'n'stiltM dpproxiMate y 10" (64.5 cm2) - 12 (77.4 cm2) scuuare inch adhtsi ie contact with the underside of tl Tiile. • • • • • ..• • 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. 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.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7of11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Nell thnoupli ptastX t twh•nr•qulred una..r yenen fli, "+ 2In. Battens •pdonel 10 in. Pnddly Igen*** Tile) Drip Gaspe MIAMI-DADE COUNTY APPROVED 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. minimum 2'''(S0.8mm) x 7" (177.8 mm) x 1" (25.4a1 foam peiody into the underlayment positioned as.s,1i4 under the pan • portion of the tile closest to thesaverlock Q. tile • • • • • being set. • • • •• .... •• • • • • • • 3. Continue in same manner. !Mute approxii»attly 17" (109.7 cm2) - 19 (122.6 cm;) square inch adhesive contact with the underside of the ril•e. • • • • • . .• • •• • • • • • • •' • • • •'• • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Fiat/Low Profile Tile Nall through plastic cement Single paddy under tile (when required( Ease Course Medium ProflieTile MIAMI•DADE COUNTY APPROVED Paddy (between tiles) dr (under tile( Ease Closure Fascia 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in2 (109.7-148.4 o i)sof adhesive contact with th4 underside of the tite •. . • .• •• ••• •. • •• • 2. Apply a 4" (101.6 mm) x g� j1O1.6 mm) z 1" (25.4 ' mm) foam paddy onto th2.tlrgictlaymelat, t st below • the second course line positioned foanLpaddy • • under the strengthening rib'fow slat tile, or wider tl� ...• pan portion of the tile, clpse:rto the underlock for .' • the second course tile tote installed.:Inspri approximately 8-9 in2 (5:.6- 8.1 cm) of adhesive • .. contact with the underside of )fie tile..".' • S. • (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nail through piasdc Sngle paddy wader tile (when required) Battens optional gionSuittecrilda Single 2 x b in Paddy On top We 101n. Paddy (between tiles) Paddy (under Wei asda. Weephole Eave demure Drip edge High PmflTile MIAMI•DADE COUNTY 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 ju0l adhesive contact with the underside oT„t g tfle at • the head of the tile. Contilitie iri same ilaolner. •' • • • • • • • • • • • • •••• • • •• •• • • • • • • • • •••••• • • • • • • • • •• • •• • • • • • • • • • • • • • • • • • •• {• • • • •• • • • • • ••• NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10of11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 65 to Y0 sq. in. In contact with the pan tile. 2) Tum covers upside down. Place adhesive hi to 1 in.fmm outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq. in. contact area. Steep pitch sppttcations when required) Remove top portion of the save tours. cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at save line.. Two Piece MIAMI•DADE COUNTY APPROVED rrel- H h Profile Tile Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. •... • 2. Continue in same manner bringing•tweipan courses up toward the rite. Ensure• • . • • approximately 65 (41 9:4'c 2: — 70 (451.6 cm2) square inch adhesive contact with the underside' of the pan tile. •• •...• .• • 3. Turn covers upside doiw eYposing'tbelyi'dersicip • of the tile. Apply a mirimae 1" (25.4 aim) x 10" (254 mm) bead of adhtsive directlx on the inneti edge of each side of le codgr tile. Leave • • • • • • • approximately 3/4" (19'mmito 1''(25041m) • 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 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.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11of11 •