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RF-14-2431 Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795-2204 • Fax; (305)756-8972 10/24/2016 To: Current Owner 77 NW 99 Street Miami Shores, FL 33150- Permit: RF-11-14-2431 Address: 77 NW 99 Street Miami Shores FL33150- Dear Sir or Madam, Our records indicate that the above referenced permit has expired without obtaining the proper final inspection. In order to serve you better, we need to keep our files up to date. As per section 105.4.1 of the Florida Building Code, "Every permit issued shall become invalid (expired) unless the work authorized by such permit is commenced within six months after its issuance, or if the work authorized by such permit is suspended or abandoned for a period of six months after the work is commenced, or completed without obtaining the final inspection of the work performed.." Please be advised that open permits will hinder your ability to obtain new permits, refinance or sell this property. Please contact the Building Department, within 15 days of receipt of this letter in order to take care of this matter. Sincerely, Ismae Naranjo ( BO) Building Director • Miami Shores Village rte--'�/ �Ey�—'F Building Department V4 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 Py. -- INSPECTION LINE PHONE NUMBER:(305)762-4949 1® FBC 20 to CANCK- J" _ l (2 BUILDING Master Permit No. I `� J PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTEI'1-SI N_ RENEWAL l � Flt ❑PLUMBING ❑ MECHANICAL E]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION� L CONTRACTOR DRAWINGS JOB ADDRESS:T � !p q S�e T City: Miami Shores ,r dCounty: Miami Dade Zip: Folio/Parcel#: (1-310 I + ® It^ ® 'l b Is the Building Historically Designated:Yes NO- Occupancy Type: Fe+ Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder)r): $1/ � �E/2�" Phone#: Address: 77 AW g/9_ ,sy✓�' f City: 2 N-LA / S'Gr��'GS State: Zip: Tenant/Lessee Name: W,4 Phone#: Email: p( r CONTRACTOR:Company Name: I (5 PS 1 `SCC Phone#: Address: 3140 -�h C-6 Lr-1 1' city: \ State: L• Zip: Qualifier Name: C0.r"��®N Y1 0.n. i I` L Phone#: State Certification or Registration m c-e C/3;t %3 ;t q Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 12 0, Square/Linear Foot a of Work: 2,004) Type of Work: F-1Addition F-1Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: go_- Roof- 1-t- o- Specify color of color thru tile: f Submittal Fee$ Permit Fee$ -;�s `�J�J CCF$ 4 ' CO/CC$ Scanning Fee$ ` Radon Fee$ �t ` DBPR$ Notary$ S Technology Fee$ Co Training/Education Fee$ \ ` �® Double Fee$ Structural Reviews$ Bond$ 0) TOTAL FEE NOW DUE$ 1 (Revised02/24/2014) �� Bonding Company's Name(if applicable) !�z 14 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 jur"lsoictian. 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 a c such posted notice, the inspection will not be approved nd a reinspection fee will be charged. Signature 'x Signature OWNER or AGENT �dNTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 0 C Q))SK___ Q ,20 , by n 6 day of (0'� �C 20 by � U( who is personally known to RLSDtJ k�'DWI who is personally known to me or who has produced N� �C� �Se as me or who has produced ;PQ_ I�✓� as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sig Sign: Print: Print: Notary Public 3tate of FWMB Notary Public State of Florida Seal: :� Sindia Alvarez Seal: Sindia Alvarez My Commission FF 158750 My Commission FF 158750 Expires 09103Q018ofpt Expires 09/0312018 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) A", STATE OF FLORIDA y DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION _ Z CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 DANIEL, CARLSON K KAMEL'S PLACE LLC 1199 NW 88 STREET MIAMI FL 33150 Congratulations( 'vNith this +:cer se you become one of the nearly -------- -one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range :% STATE OF FLORIDA from architects to vacht brokers,from boxers to barbeque restaurants, F DEPARTMENT OF BUSINESS AND and they keep Florioa's aconcrny strong. PROFESSIONAL REGULATION Every dav'we work to improve the way we do business in order to CCC1328324 ISSUED: 06/11/2014 serge yc better. or information about our services. please log onto www_myfforidalicense_corn. There you can find more information CERTIFIED ROOFING CONTRACTOR about our :'visions and the regulations that impact you, subscribe DANIEL. CARLSON K to department newsletters and learn more about the Department's KAMEL'S PLACE LLC initiatives Our mission at the Department is: License Efficiently. Regulate Fairly. VVe constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, IS CERTIFIED under the provisions of Ch.489 FS. and conoratulations on your new Hcense! Exp,ra4on date AUG 31.2015 L1406110000824 DETACH HERE RICK SCOTT CO`•'ERNCR KEN LAWSON. SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD _ i he ROOFING CONT RACTOR e `' Named below IS CERTIFIED _Under ti-,e provisions of Chapter 489 FS. Expiratic, date" AIDC 3 . 2015 CANNEL, CARLSON K fir. KAMEL'S PLACE LLC "199 NW 88 STREET Wa MIAMI FL 33150 007687 Loc gl1S111G Nliarni-Dade Countyss Ta ReCL1 -THIS Is NOTA BILL tate` bf '.F�r}rida ` DO NOTPAY. 5984175 I'USINESS NAME/LOCATION KAMELS PLACE LLC 8940 NW 9 CT RscslPr Ivo. MIAMI FL 33150 RISNE'WAt EXPIRtS 6242945 SEPTEMBER 36 Must be displayed at place gf b u� 5 3' Pursuant to County code OWNER Chapter BA;-Art.9'&10 - KAMELS PLACE LLC SEC.TypE OP a Worker(s) 196 GE usllvEss I NERAL BUILDING CONTRACTOR PAYMENT RECEIVED C96 GE g52 BY TAX COLLECTOR This Local Business $75.00 07/16/2014 permitcats ""Ptonlyconfirms ECHE CK- or a certification of the Payment of the Local Business14-'139872 "nongovernmental re holder's qualifications,to do business. Holder gulatory laws and re Tax' The ReceiPt is not a license, The RECEIPT N0, requirements Which to the m J above must be dis la 6 P anY governtnetnaf P Yed on$(J commercial vehlcl For more information,visit es- smi-bade J:cde Sec 8a- www:► 276. ollector- NOV-05-2014 10:26 From: To:3057568972 Page:2/2 ACVR�® DATE(MWDDNYYY) VRU CERTIFICATE OF LIABILITY INSURANCE 111/5/2014 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 CONSTrrUTE 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 pollcy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terns and conditions Of the polity,Certain polities may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NONEAUT INSURANCE TODAY INC GONEC Na (Q54) 915-3035 aC NC Laud erhill, FL 33351 North University Drive oEsseula@insurancetodaystore.com Laud MUREMS) AFFORDING COVERAOE NAX0 INSURER A:APPALACHIAN UNDER INSURED KAMEL I S PLACE LLC INSURER B 8940 NW 9TH CT. INSURER C: MIAMI, FL 33150 INSURER 0: INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER; THIS IS 70 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. LTRR TYPE OF INSURANCE NOGL $UOR POLICY EFF POLICY EXP VeVD POLICY NUMBER MM D MMJD LIMITS ][ COMMERCIAL GNtl GENERAL uA .1TY EACH OCCURRENCE S 1,000,000 CLAIMS-MADE OCCUR PREMISES(9a octu7enCp S 100,000 IG06AO05921-00 $/22/2014 9/22/2019 MED EXP(Any, e.palson) $ 5 000 PERSONALBADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY jgCOT D LOC PRODUCTS•COMP/OP AGG $ 1,000,000 OTHER: DED PER CLAIM $ 1,000 AUTOMOBILE LIABILITY CEOgMBINEeDM SINGLE LIMIT $ aI ANYAUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accldeM) $ HIREDAUT03 ANOgWNED PRC1PkR1Y AMAGE $ Pgr gCddgM $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED RETENTIONS Is WORKERS COMPENSATION _ AND EMPLOYERS'LIABILITY STATUTE ER ANY PROPRRIETORMARTNEP/EXECEmVE Y/N OFROERIAMU ER EXCLUDED? ❑NIA E L EACH ACCIDENT $ ImyaendA*"to UN) E L DISEASE-EA EMPLOYEE!$ DESCRI�ON ibe under below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Addlonai Remarks Sweduie,MSY be altschea Irrnore space Is required) GENERAL CONTRACTOR LICENSE # CGC1512952 ROOFING CONTRACTOR LICENSE # CCC1328324 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE CITY OF MIAMI SHORES VILLAGE THE EXPIRATION 900E THEREOF' NOTICE WILL BE DELIVERED IN 10050 NW 2ND AVE ACCORDANCE WITH Pff PROM MIAMI SHORES, FL 33138 AUTHORIZED REPRE ENT 91988-201 s ACORD CORPORATION. All rights reserved. ACORD25(2014/01) The ACORD name and logo are registered marks of ACORD ` G9-04-2013 JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 09/04/2013 EXPIRATION DATE: 09/04/2015 PERSON: DANIEL CARLSON FEIN: 020529810 BUSINESS NAME AND ADDRESS: KAMEL'S PLACE LLC 8940 NW 9TH COURT MIAMI FL 33150 SCOPES OF BUSINESS OR TRADE: 1- LICENSED ROOFING CONTRACTOR 2- LICENSED GENERAL CONTRACTOR IMPORTANT: Pursuant to Chapter 440 . 05{14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05512), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.0503), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate_ no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 41: OWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA IMPORTANT DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATIONO Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who CONSTRUCTION INDUSTRY __ elects exemption from this chapter by filing a certificate of election CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA L under this section may not recover benefits or compensation under th WORKERS'COMPENSATION LAW �` ' D chapter. EFFECTIVE: 09/04/2013 EXPIRATION DATE: 09/04/2015 Pursuant to Chapter 440.0502), F.S., Certificates of election to be PERSON: CARLSON DANIEL H exempt.. apply only within the scope of the business or trade listed FEIN: 020629810 E the notice of election to be exempt R BUSINESS NAME AND ADDRESS: E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exemp KAMELS PLACE LLC and certificates of election to be exempt shall be subject to revocati 8940 NW STH COURT if, at any time after the filing of the notice or the issuance of the MIAMI, FL 33150 certificate, the person named on the notice or certificate no longer n the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the SCOPE OF BUSINESS OR TRADE: person named on the certificate to meet the requirements of this - !CENSED ROOFING CONTRACTOR 2- LICENSED GENERAL CONTRACTOR Section. QUESTIONS? (850) 413-11 CUT HERE # Carry bottom portion on the job, keep upper portion for your records. OWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 1#ORFS • �5 tac,�� G n KNEE amM Miami shores Village ��-- —�� Building Department R11>� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company. Therefore. ov u may be personally liable for the worker compensation injuries of any person allowed to work under this permit Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. O e =s'40 Contractor f id � Print Name: a® cti Print Name: Signature: !� , o o Signa — ORw 03 °1 - State of Florida) N o State of Florida) County of Miami-Dade) �: County of Miami-Dad ) ao TB7 (D Sworn to and subscribed before me s_�' m o Sworn to and subscribed before me s day ofyLiVeg7be-'' ,20 N 0 day of NQ4ZCM® Q ,20 . CL m By e B otaryu io State of Florida Sindia Alvarez (SEAL) Al (SEAL) < rb COmmissl T dentification produced X C, Type of Identification o Explrea 09/03/2018 Miami shores Village Bull Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 i OR 10 Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# DATE: INSPECTION AFFIDAVIT Carlson Daniel licensed as a(n)Contractor/Engineer/Architect, (print name and circle License Type) FS 468 Building Inspector License#: CCC 1328324 On or about 11/10/2014 , 1 did personally inspect the roof deck nailing and (Date&time) Secondary water barrier work at 77 NW 99th Street Miami Shores FL. (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual(Ba ed on 553.844 F.S) lgnatur State of Florida County of Dade: The undersigned, being the first duly sworn,deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this 0 day of �,)(,�\J 1 1 Notary Notary Public, Sate of Florida at Large Sindie Alvarez Floridaic State of My Commission FF 188190 pFq Expires 09/03/2018 '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#clearly shown marked on the deck for each inspection Revised on 5/21/2009 .y�°RESG.� Miami shores Village Building Department rhY� 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 Date: 11/04/2014 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Herby Pereira or Yaniris Dominguez (JTRS) Property Address:77 NW 99th Street Miami Shores FL. Roofing Permit Number: Dear Building Official: 1 Herby Pereira or Yaniris Dominguez(JTRS) certify that I am not required to retrofit the roof to wall connections of my building because: e The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions of 1994 edition of pe South Florida Building Code(1994 SFBC) /zzz_ S' a 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 day of V Notary Public State of Florida Sirtdia Alvarez Notary Public, Sate of Florida at Large Ex commission/ U 8 158750 • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00,and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Kamel's Place LLC Licensed General Contractor& Roofing Contractor CONTRACT I. Parties This contract is made and entered into on November 01, 2014 and specifies the terms of the agreement between Herby Pereira, homeowners, and Kamel's Place LLC, Contractor, whose address is 8940 NW 9th Court,Miami, FL 33150,to add RE-roof the property located at 77 NW 99th Street Miami Shores. Mr. Tino Williams will be project manager on site. H. The Contract Documents The contractor will perform all the work that is required by this agreement and all the work that is required by the documents incorporated by reference into this agreement. The contract documents are: 1. Re-Roof 2000 SF of Tile roof. 2. Tear off old roof. 3. Clean and remove y roof debris. All work per Miami-Dade County Building code. Total Price. $9,500. Pio M. The Scope of the Work The contractor will furnish all the labor, materials, and equipment necessary to complete the alterations and improvements described in the contract documents. The work does not include IV. Change Orders All change orders must be in writing and signed by all the parties. The owners agree that changes resulting in the furnishing of additional labor or materials will be paid for prior to the commencement of the extra work. The owners agree that either of them may sign a change order, and that signature will be binding on both. page 1 of 5 � 4 V. Permits, Licenses, and Approvals The contractor will obtain and pay for local building and construction permits, and will obtain and pay the fees for the governmental inspections that are necessary for the construction and occupancy of the finished structure, except as otherwise provided in this contract. The owners will secure and pay for any easements, variances, zoning changes, necessary modifications of restrictive covenants, or other actions. The owners will indicate the property lines to the contractor and will provide boundary stakes by a licensed land surveyor if the owners are in doubt about the property boundaries, including any fines or liens. # VI. Insurance and Risk of Loss The owners agree to maintain insurance covering the replacement cost of the improvement under contract in the event of loss through fire, casualty, storm or other disasters, and theft of materials from the site. Before work begins, the property owner will furnish a certificate of that insurance to the contractor. The contractor agrees to maintain workers' compensation insurance and liability insurance to protect the owners from liability claims for damages because of bodily injury, including death, and from liability for damages to property. VII. Access The property owner will allow free access to work areas for workers and vehicles and will allow areas for the storage of materials and debris. Driveways will be kept clear for the movement of vehicles during work hours. The contractor will make reasonable efforts to protect driveways, lawns, shrubs, and other vegetation. VIII. Site Conditions The property owners acknowledge that this contract is based upon the contractor's observation of #,,conditions. Conditions which could not be known by a reasonable inspection, such as termite damage, hidden water damage, hidden code violations, or other concealed conditions, may require extra labor or materials, which are not part of this contract. If such hidden conditions are discovered, the contractor will notify the property owner and will attempt to reach an agreement for a change order to this contract that addresses those problems. IX. Payment Schedule Payments for the work will be due as follows: 1. A deposit in the amount of$4,500 of the contract price will be due upon contract signing. 2. $3,500 is due at dry-in inspection. 3. $1,500 due at final inspection. If payments due to the contractor are not paid in accordance with the payment schedule in this contract, contractor may suspend work until the scheduled payment is made. page 2 of 5 X. Final Inspection and Liens Upon notification by the contractor of substantial completion of work,the owners and the contractor will inspect the work performed, and at that time the owners will prepare a punch list that identifies any incomplete work or deficiencies in workmanship or materials. The owners may retain the value of the punch list work from the final payment until the punch list items are complete. Completion of the punch list items must be made within days from the date of the punch list preparation. When the punch list items are completed,the owners will pay the contractor the balance of the contract price within days of the demand. At that time, the contractor will deliver to the property owners a release of all liens. XI. Warranties The contractor guarantees the work will meet trade standards of good workmanship. The contractor will make every effort to blend existing textures, colors, and planes, but exact duplication is not guaranteed. The contractor warrants that materials of good quality will be selected. The contractor will maintain all manufacturers' warranties. The customer is limited to the manufacturers' warranties for defects in the manufacture of materials. All contractors' warranties are limited to the cost of labor and materials only, and exclude ordinary wear and tear or abuse by others. XII. Dispute Resolution All the parties will cooperate with each other to resolve conflicts informally. In the event that is not possible, conflicts between the parties will be resolved by mediator provided by Miami-Dade county Courts. The conflict will be decided according to the Construction Industry Rules of the American Arbitration Association, and the laws of the state where the project is located. The arbitrator will award reasonable costs and expenses, including attorney fees, to the prevailing party. page 3 of 5 XIII. Signatures �.We, the undersigned, have read and understood this entire contract, including documents attached by reference. We acknowledge that this document con titutes the entire agreement between the parties. This contract is not binding upon tie cont ct property own ntil signed by all p ie . 3 Dated: ( Signed: Contr ctor Dated: Ph Signed: (, mer Dated: Signed: Owner t page 4of5 1 FLORIDA HOMEOWNERS'CONSTRUCTION RECOVERY FUND PAYMENT MAY BE AVAILABLE FROM THE FLORIDA HOMEOWNERS'CONSTRUCTION RECOVERY FUND IF YOU LOSE MONEY ON A PROJECT PERFORMED UNDER CONTRACT, WHERE THE LOSS RESULTS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW BY A LICENSED CONTRACTOR. FOR INFORMATION ABOUT THE RECOVERY FUND AND FILING A CLAIM, CONTACT THE FLORIDA CONSTRUCTION INDUSTRY LICENSING BOARD AT THE FOLLOWING TELEPHONE NUMBER AND ADDRESS: 1940 North Monroe Street, Tallahassee FL 32399 850.487.1395 t;: _sem Owner ignature and date FLORIDA LIEN LAW ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW(SECTIONS 713.001- 713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB- SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR f,COMPANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER." FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONS NATTORNEY. s Owner ignature and date CHAPTE 558 NOTICE OF CLAIM CHAPTER 558, FLORIDA STATUTES, CONTAINS IMPORTANT REQUIREMENTS YOU MUST FOLLOW BEFORE YOU MAY BRING ANY LEGAL ACTION FOR AN ALLEGED CONSTRUCTION DEFECT. SIXTY DAYS BEFORE YOU BRING ANY LEGAL ACTION, YOU MUST DELIVER TO THE OTHER PARTY TO THIS CONTRACT A WRITTEN NOTICE, REFERRING TO CHAPTER 558, OF ANY CONSTRUCTION CONDITIONS YOU ALLEGE ARE DEFECTIVE AND PROVIDE SUCH PERSON THE OPPORTUNITY TO INSPECT THE ALLEGED CONSTRUCTION DEFECTS AND TO CONSIDER MAKING AN OFFER TO REPAIR OR PAY FOR THE ALLEGED CONSTRUCTION DEFECTS. YOU ARE NOT OBLIGATED TO ACCEPT ANY OFFER WHICH MAY BE MADE. THERE ARE STRICT DEADLINES AND PROCEDURES UNDER THIS FLORIDA LAW WHICH MUST BE MET AND FOLLOWED TO PROTECT YOUR INTERESTS. ..Own signatur -and date page 5of5 JLF -I Ll -2-9 FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 7500 NW 250'Street,Suite 241,Miami,Florida 33122 FIE6 Telephone:(305)378-1991-Fax:(305)378-1997 ✓� FLORIDA INTERNATIONAL ENGINEERING&TESTING LAB Miami Dade Lab Certification#07-0612.11-State of Florida CA#2 72 73 INSIGHT-INNOVATION-LNTEGRATION SITE SPECIFIC INFORMATION Job Address: 77 NW 99 Street,Miami Shores,FL Contractor: MPR Construction �,Permit# RF-11142431 Test Date. 5.11.15 Type of Tile: Clay Ap ox Height 12' Floor. (ane Type of Access: Scaffolds: Ladder: OK Slope: 4:12 App. Sq.Ft. 1,900 Req. Force: 45 lbs Testing Equipment. F.G.E. 500H X,Shimpo Instrument Dear Sir/Madam: As per your request and authorization,representatives of Florida International Engineering and Testing Lab.,Inc performed the static load test on the roofing tile at the above referenced project.The purpose of this testing was to verify whether the installed tile roofing system is capable of resisting the applied test load of 35 pounds uplift force. This testing was performed in general accordance with Miami Dade Building Code Protocol PA 106. The static load was applied utilizing a calibrated scale and force measuring instrument(dynamometer). A hook which is connected to the loading instrument was placed under the exposed edge of the tile. Test load of 45 pounds force(lbf)was applied and also held for more than 5 second at each test location. The total load applied on each test location was recorded. In addition to the static load test,the tested tile was also visually inspected for any kind of adhesion failure after completion of each test. No Result No. Result No. Result No. Result No. Result No. Result No. Result I Pass 21 Pass 41 Pass 61 81 101 121 2 Pass 22 Pass 42 Pass 62 82 102 122 3 Pass 23 Pass 43 Pass 63 83 103 123 4 Pass 24 Pass 44 Pass 64 84 104 124 5 Pass 25 Pass 45 Pass 65 85 105 1 125 LI16 Pass 26 Pass 46 66 86 106 126 7 Pass 27 Pass 47 67 87 107 127 8 Pass 28 Pass 48 68 88 108 128 9 Pass 29 Pass 49 69 89 109 129 10 Pass 30 Pass 50 70 90 110 130 Pass 31 Pass 51 71M947 111 131 12 Pass 32 Pass 52 72 112 132 13 Pass 33 Pass 53 73 113 133 14 Pass 34 Pass 54 74 114 134 15 Pass 35 Pass 55 75 115 135 16 Pass 36 Pass 56 76 116 136 17 Pass 37 Pass 57 77 117 137 18 Pass 38 Pass 58 78 98 118 138 19 Pass 39 Pass 59 79 99 119 139 20 Pass 40 Pass 1 60 80 100 120 140 Based on our findings,we conclude that the installed roofing tile at the above referenced project is capable to resist the applied test load.Therefore we conclude that it meets the Miami Dade Building Code Compliance Protocol TAS 106.Attached is the roof plan showing approximate test locations. PlywTul Respectfully Submitt d: 1 C~'�"''�l7l� Vinayagar M.Balakrishnan V,P.E. /�) � ,Q State of Florida Lie#63107 ! r/ A � FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 7500 NW 25`"Street,Suite 241,Miami,Florida 33122 ® a o Telephone:(305)378-1991 -Fax:(305)378-1997 FLORIDA INTERNATIONAL ENGINEERING&'TESTING LAB INSIGI IT•INNOVATION•INTEGRATION Roof Testing and Information Sheet Client: MPR Construction Checked By: Eloi Ricardo Date: 9/12/2013 Job Name: Residential Address: 77 NW 99 Street Address: 77 NW 99 Street Miami Shores,FL Miami Shores,FL O O 10 8 11 �` 2 17 18 44 22 23 41 39 29 30 O 38 36 42 24 25 O O ' 45 31 32 28 43 33 �.' 40 O 27 37 ii ff i tl I� ilwwwwwitIEEE■i1wrEEEwAwCwiwCwMErI'IMkwCw=14H iiiiiCUM siUNISiw: Knowsw iw�rii w EOMRUr ::Err Urursrr MrrnRRMRrrrMMrrrrrrUrEOEMUrrr.E.ME r ■rE■ r■ RrsR 100CCCCORrRRC�'CC`CCCCCC',E:w`i:C��CICC CCC :CCax:wfwl;RC� wC:CMCC�C:iC:: rEMMrM EErRUrrrM■Rr rrR RRRUURr r■:ru:rr rrrrwirrrr U ■r:rMMCER UMU ErMrREr[ uu: up iRiiCw�i�MCswsGMr��rrn��rrrr�r�r�� r•�M�wCCrCrRCrr�i�Ca�fa�Rr"Ck'r"�r`"�C��Eptum loom �ira EMR:EM ■rrEMMEM G:EIMRMMrn1Ci1RM:■r :Oita is1r��rMR■�rMHMIMULM�rrsx_ HE C:MMMCM:EmJtd1101p,,;e■ri�ErR■MrrrrMwrR11■ R ■ ■ Anrrr longr rErr! 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AM ■'1I�+ArCr!I�1■1M " • "In ■I irM■MRRRRONNr� ■nl■MMIIIMM■��'''"rrr 1i�tT1�� >.�r.�..a..... -"`6/lrr■ ■ENR■t3■■ ■■ r1 EMMCEAC ■rrr ■rsrR:UUr■ {■■ wwr UECuM rM::E Msiw RNORU E■w,mam n Er■■.,■:�i■wi: if uU■rrN■R ul rP,Krrwr■ ruaw■rrrrw■■■ Cu■ r■GrraRrrr. 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Ridge Ventilation? astener Type S Spacing: o� • .•KS ,Abri L-Olt,Id .... p dhesive Type 040666 ' ype Cap Sheet: •„ -�iL�.3�0 ... oof Covering: � Mean Roof Height: 1 ; �°"' Type&Size Drip Edge: Florida Building Code 2010 Edition High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculattons) For Moment based We systems,choose ether Method 1 or 2.Compared the values for M,with the values from M N If the Mr values are greater than or equal to the Mr values,for each area of the roof,then the the attachment method is acceptable. M � Method 1"Moment Based Tile Cakylations Per RAS 127" q (P3:' z�0 91.6 o _Mr.324t 4 t 00° -M6ja4_.aj NOA Mt 6f°1 Method 2"Simplified Tile Calculation Per Table Below" Required Moment of Resistance(M,)From Table Below NOA?4 M,Required Moment Resistance" Roof Slope 15' 20' 25' 30' 48' 2:12 34A 382 3:12 30 4:12 3VA 322 3U 372 M12 2BA38. 34.Y 20A .12 S3 2L9 V.1 28 2 'Must be used in conjunction with s list of moment based We systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based ale systems use Method 3.Compared the values for F"with the values for Fr If the F'values are greater than or equal to the F,values,for each ams of the root:,then the the attachment method is acceptable. :...:. • . • ••.• • Method 3"Uplift Based Tile Calculations Per RAS 1271'" ...... (Pt:_xl:_m_: w:m__J—W:_zcos8:_= F„: '14&A'F" . (P2:_:1:_=`s w:m__J—W:_:eose:_= F,2:_ "AWF .... . (P3: Zl:_=_Z w:__ )-W:_ZCOSe:_= FW.- •'146ID/F' •••... • • Where to Obtain Information • DescriplHon S bol Where to find... • DesdgaPreasme Fl or oM 127 Table 1 orbyan PE o%ASCE .... . 7 ...... Mean Roof Hvi& H Job Site . • • • Roof Slope g Job She • • •••• • • A •..• RaftftM=CntdWtDGMV#Y MR I NOA A mebment Rralstenee Mt I NOA Moment Resistance Mr Calcolined MbF NOA Raeolred Uvft Rssis<enoe Fr Calculated A Tile W NOA Tile Dimensions 1=imp NOA w=width Atl ommvstboa*mittedt,r, OB1aelatft of MIAM MIAMI-DADE COUNTY,FLORIDA ® I a METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE(NOA) Kirsch Building Products,LLC. 1464 Madera St.#387 Simi Valley,CA 93065 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by-the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:Sharkskin Roof Underlayments LABELING:Each unit shall bear a permanent label with the manufacturer's name of 1pp city,state •,'• and following statement: "Miami-Dade County Product Control Approved",unless othcsrim noted""' ....:. herein. . 90 RENEWAL of this NOA shall be considered after a renewal application has been filedOA&here has 1 0 ' been no change in the applicable building code negatively affecting the performance o�t �s product.•• •• ••• .. . ... ..... TERMINATION of this NOA will occur after the expiration date or if there has beea•omision or•. •••.•. change in the materials,use,and/or manufacture of the product or process.Misuse of fhis:NQA as an •, endorsement of any product,for sales,advertising or any other purposes shall automatically tennin'd".% "'•'• 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 new NOA consists of pages 1 through 6. The submitted documentation was reviewed by Jorge L.Acebo. NOA No.: 09-1123.02 MUUMN30.DE COUNTY Expiration Date: 07/14/15 D Approval Date: 07/14/10 Page 1 of 6 ROOFING COMPONENT APPROVAL Cateeory Roofing Sub-Category: Underlayment Material: Polypropylene TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Test Product Specification Description Sharkskin CompTM 48"x 250' ASTM D226, A multi-layer laminated roof underlayment Type I or II comprised of a high-strength woven polypropylene base with a UV&antioxidant protection bond layer and a slip-resistant top layer. Sharkskin UltraTM 48"x 250' ASTM D226, A multi-layer laminated roof underlayment Type I or II comprised of a high-strength woven TAS 104 polypropylene core with a UV&antioxidant protection bond layer to both sides and a slip- resistant top layer. Sharkskin Ultra 48"x 250' ASTM D226, A multi-layer laminated roof underlayment RadiantTM Type 1 or II comprised of a high-strength woven polypropylene core with a reflective barrier on the underside and a UV&antioxidant protection bond layer on both sides and a slip- resistant top layer. Sharkskin Ultra SATM 48"x 125' TAS 103 A multi-layer laminated roof underlayment comprised of a high-strength woven polypropylene core between two layers of UV &antioxidant protection bond and a self- . adhering underside and a slip4r.esistant top 9908:9 layer. •• • • • EVIDENCE SUBMITTED: •... .... :•••• . • Test ALency Test Identifier Test Name/Report **:**:Date.* ;•; ••••• .. .. . . ...... Trinity I ERD K6550.08.07 TAS 114-C :048/2010; . 0 0 0 0 • K0810.12.05-R1 ASTM D 1623 (AC 152) . .l 0/06/0�-•••- K3140.05.10 ASTMD-1623 '••' (15/18/10 •.•• 0 K6540.07.07-R2 ASTM D 226 10/08/006% K6540.03.08-1 TAS 103/TAS 117-B 03/10/2008 K6540.03.08-2 TAS 104/TAS 117-B 03/10/2008 K9210.05.08-R1 TAS 103/TAS 104 11/13/09 ASTM D 5147/ASTM D 4798 NOA No.: 09-1123.02 Expiration Date:]APP07/14/15 rvart�ud►RO cotn�rr Approval Date: 07/14/10 Page 2 of 6 APPROVED SHARKSKIN SYSTEM ASSEMBLIES: Deck Type 1: Wood Deck Description: 19/32"or greater plywood or wood plank System E(1): Base sheet mechanically fastened to deck,subsequent cap membrane self-adhered. All General and System Limitations shall apply. Base sheet: One or more plies Sharkskin Ultra applied in single coverage method with minimum 4" horizontal laps and minimum 6"vertical laps applied as specified below. Fastening: Mechanically fastened with approved nails & tin caps spaced 6" o.c. at the 4" horizontal overlaps and 10" o.c. in a grid pattern having three, equally spaced, staggered rows in the field of the sheet. Ply Sheet: (Optional)Sharkskin Ultra SA,self-adhered with minimum 2"horizontal overlaps and minimum 6"vertical overlaps. Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact.Remove the release liner as the membrane is applied. Membrane: Sharkskin Ultra SA,self-adhered with minimum 2"horizontal laps and minimum 6"vertical laps.Place the fust course of membrane parallel to the eave,rolling the membrane to obtain maximum contact.Remove the release liner as the membrane is applied. When used in Tile roof systems the cap sheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12"o.c.at the side laps and 6"o.c.at the end laps. No nails or tin caps shall be exposed Surfacing: Approved for asphalt shingle,mechanically fastened roof tile,foam-adhered roof tile,non-structural metal roofmg,wood shakes&shingles or slate roof assemblies as specified within the Roof System NOA. Note: For tile roof assemblies,refer to RAS 118, 119 or 120 and the tile manufacturgr;j:• NOA. For foam-adhered tile roof assemblies,approved use is 11nitp6p Pollfoam goo*:* tile foam adhesive. •• • 00000•• 0 000 •• • 0000•• • 0000•• • • • •••�•• 0000 00000 000• • 0000•• • ••• 0000• •• s• •• • 0000•• • 0000•• • • • • • • 0000•• 0000•• • • • • • • • 0000•• •• • 0000 0 0 NOA No.: 09-1123.02 MIAMNOeADE COUNTY Expiration Date: 07/14/15 .___LAPPROVED I Approval Date: 07/14/10 Page 3 of 6 Deck Type 1: Wood Deck Description: 19/32°or greater plywood or wood plank System E(2): Base sheet mechanically fastened to deck. All General and System Limitations shall apply. Base sheet: One or more plies Sharkskin Comp® or Sharkskin Ultra& applied as specified below: Fastening: For slopes 3.5 : 12(16.21)or greater: Shall be applied in single coverage method, overlapping each course with a minimum 4"horizontal lap. Mechanically fastened with approved nails&tin caps spaced 6" o.c. at the horizontal laps and 10" o.c. in a grid pattern having three, equally spaced,staggered rows in the field of the sheet. For slopes 2.5:12(11.80)to 3.5:12(16.20): Shall be applied in a double coverage method, overlapping each course with a minimum 24"horizontal lap.Mechanically fastened with approved nails&tin caps spaced 6" o.c. within 4"of the bottom edge of the horizontal laps and 10"o.c. in one staggered row in the field of the sheet. Surfacing: Approved for asphalt shingle,non-structural metal roofing,wood shakes& shingles or slate roof assemblies as specified within the Roof System NOA. Deck Type 2: Wood Deck Description: 19/3211 or greater plywood or wood plank System E(3): Base sheet mechanically fastened to deck. All General and System Limitations shall apply. Base sheet: One or more plies Sharkskin Ultra®applied as specified below: Horizontal Battens: Fastening:For slopes 3 : 12(14°)or greater: :000:0 Sharkskin Ultra shall be applied in single coverage metho4•gvejapping eack ••• • course with a minimum 4" horizontal lap. Mechanically fastrA$barkskirt Vltt'h• ••••;• with approved nails&tin caps spaced 6"o.c. at the horizontaldapsaad 10"o.c.9in 6 a gridpattern having three,equally spaced,staggered rows in the,field of the sheet 666.. � • Install battens over Sharkskin Ultra in accordance with RAS 119?... .... ••••• 6.. ... 6666. Counter Battens: Fastening:For slopes 3 : 12(14°)or greater: 666 • 06 06 99 9 6090.6 Install vertical battens in accordance with RAS 118. Sharkskin"4N shall be laid 00 horizontally in single coverage method, parallel to the eave with milfimum.%" 000008 horizontal laps and minimum 6-inch vertical laps over tlae uehical battens. :0000: Mechanically fasten Sharkskin Ultra with approved nails&tin caps spaced 6"o c� • at the horizontal laps and 10" o.c. in a grid pattern having three, equally spaced, staggered rows in the field of the sheet. Horizontal laps shall be sealed with butyl- based tape or other material specifically approved by Miami-Dade Product Control &Kirsch Building Products. Vertical laps shall be minimum 6-inch wide and shall break over a vertical batten to allow water to run away from the center point of the vertical batten. Surfacing: Approved for non-structural metal roofing,wood shakes&shingles or slate roof assemblies as specified within the Roof System NOA. NOA No.: 09-1123.02 riartwu►ne cotuvrr Expiration Date: 07/14/15 • Approval Date: 07/14/10 Page 4 of 6 Deck Type 1: Wood Deck Description: 19/12"or greater plywood or wood plank System E(4): Base sheet mechanically fastened to deck. All General and System Limitations shall apply. Base sheet: One or more plies Sharkskin Ultra Radiant®applied as specified below: Horizontal Battens: Fastening:For slopes 3 : 12(14°)or greater: Sharkskin Ultra Radiant® shall be applied with the reflective side up in single coverage method, overlapping each course with a minimum 4" horizontal lap. Mechanically fasten Sharkskin Ultra with approved nails&tin caps spaced 6"o.c. at the horizontal laps and 10" o.c. in a grid pattern having three, equally spaced, staggered rows in the field of the sheet. Install battens over Sharkskin Ultra in accordance with RAS 119. Counter Battens: Fastening:For slopes 3 : 12(14°)or greater: Install vertical battens in accordance with RAS 118. Sharkskin Ultra Radiant® shall be laid horizontally with the reflective side up in single coverage method, parallel to the eave with minimum 4-inch horizontal laps and minimum 6-inch vertical laps over the vertical battens. Mechanically fasten Sharkskin Ultra Radiant®with approved nails &tin caps spaced 6"o.c. at the horizontal laps and 10"o.c. in a grid pattern having three, equally spaced, staggered rows in the field of the sheet.Horizontal laps shall be sealed with butyl-based tape or other material specifically approved by Miami-Dade Product Control & Kirsch Building Products. Vertical laps shall be minimum 6-inch wide and shall break over a vertical batten to allow water to run away from the center point of the vertical batten. Surfacing: Approved for non-structural metal roofing,wood shakes&shingles or slate roof assemblies as specified within the Roof System NOA. 0000.. . . Deck Type 2: Steel •••••• Deck Description: Minimum 18-22ga.,Type-B,33ksi steel deck 0 0 00.. .0 00000•••• 0000.. System E(5): Base sheet mechanically fastened to deck. •••••• • 0000.. 0000 0000 9 All General and System Limitations shall apply. • 0000 0000 0000. 000000 0 . . 00906 Base sheet: One or more plies Sharkskin Ultra applied in single coverage ragemethod 0wa4h. ••••• minimum 4" horizontal laps and minimum 6"vertical laps appji��ed as specif eco •• 9 . 0 0 below. 9 0 . . 000900 0000.. Fastening: Sharkskin Ultra is attached to the roof deck with Miami-134de Jibed corrosion :••6 0 resistant#10, #12 or#14 screws and metal stress plates. Scre�s'shdll engag4 the 9 • top flute of the steel deck and be of sufficient length for minimum 11 rich penetration. Screws & plates spaced 6" o.c. at all laps and three staggered rows 10"o.c.in the field of the roll or as specified within the roof system approval. Surfacing: Approved for non-structural metal roofing assemblies as specified within the Roof System NOA. NOA No.: 09-1123.02 Expiration Date: 07/14/15 rwar�wnoE tou�rrtr Approval Date: 07/14/10 Page 5 of 6 A - GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. Sharkskin Roof Underlayments shall be installed in strict compliance with applicable Building Code. 3. All Sharkskin Underlayments shall be applied to a smooth,clean and dry surface with deck free M of irregularities.Deck shall be fastened in strict compliance with applicable Building Codes.All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application 4. Sharkskin Ultra may be used in asphaltic shingle,direct-deck/batten wood shake&shingle, direct-deck/batten quarry slate or direct-deck/batten non-structural metal roof applications. 5. Sharkskin Comp may be used in asphaltic shingle,direct-deck wood shake&shingle,direct-deck quarry slate or direct-deck non-structural metal roof applications. 6. Sharkskin Ultra Radiant may be used in battened non-structural metal roof,battened wood shakes &shingles or battened slate roof applications. Sharkskin Ultra Radiant shall not be used as a tile,asphalt shingle,direct-deck wood shakes&shingle,direct-deck non-structural metal or direct-deck slate underlayment. 7. Sharkskin Camp or Sharkskin Radiant shall not be used as a roof tile underlayment or as part of a roof tile underlayment system. 8. The Sharkskin Ultra and Sharkskin Ultra SA two-ply underlayment system may be used in asphalt shingle,mechanically fastened tile,foam-adhered tile,wood shake&shingle,quarry slate or non-structural metal roof applications. 9. The standard maximum roof pitch for The Sharkskin Ultra and Sharkskin Ultra SA two-ply underlayment system shall be 5:12 for flat tile and profiled tiles with lugs.A maximum of 10 riles per stack are allowed when loading tile on the underlayment. 10.Sharkskin Roof Underlayments shall not be applied over an existing roof system as a recover application but may be applied as specified herein as part of an approved underlayment system. 11. Sharkskin Roof Underlayments shall not he left exposed as a temporary roof for longer than 180 days of application. 12. Sharkskin Roof Underlayments are components used in roof systems assemblies. Roof system assemblies are approved under specific Notice of Acceptance. Refer to Prepaled Raofmg :••••• •• • System Product Control Notice of Acceptance for listed approval of this proddgt*itb the •• ...aae specific prepared roofing assembly. ...... ...... 13. Sharkskin Roof Underlayments may be used with any approved roof coveringeNAeo of Acceptance listings the Sharkskin product(s) as a component part of an asse pit Pie Notce-a. •• Acceptance. If Sharkskin Roof Underlayments are not listed,a request may be'rWe to the 0 e• ••;••• Authority Having Jurisdiction(AHJ)or the Miami-Dade County Product ConV&*64partmcAt ••••• provided that appropriate documentation is provided to detail compatibility o�`�:i�oducts,wind' uplift resistance and fire testing results. • . 14.Flash vent pipes,stacks,chimneys and penetrations in compliance with Roof Assewbly cu*8fll••• Product Control Notice of Acceptance and applicable Building Code. '..' : ease 15.All membranes or packaging shall bear the imprint or identifiable marking of the manufactm#" name or logo,or following statement: "Miami-Dade County Product Control Approved"or the Miami-Dade County Product Control Seal as shown below. JAPPROVEDI N®AM4t2ADE END OF THIS ACCEPTANCE NOA No.: 09-1123.02 Expiration Date: 07/14/15 Mu►rtJ APPRO ED! Approval Date: 07/14/10 Page 6 of 6 MIAMI-DADE COUNTY PRODUCT CONTROLS SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wrww.ndamidade•govlx&ra Santafe Tile Corporation 8825 NW 95'h Street Medley,FL 33178 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 PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Santafe Spanish`S' Clay Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has begh'4f6 Change.•.•• in the applicable building code negatively affecting the performance of this product. • 9999.. 900.6. . ....69 TERMINATION of this NOA will occur after the expiration date or if there has been a re ?OV br change to the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an end4s Meant of a 3rtfoduct, 6 6 for sales,advertising or any other purposes shall automatically terminate this NOA.Failure jtQ jecpni ly wifh any0secrion 0 of this NOA shall be cause for termination and removal of NOA. • • • • • .6 .. 66 9 6694.•0 99 .. . 6 ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, lioriia;and follovwd by the..% expiration date may be displayed in advertising literature. If any portion of the NOA is display�ed0 then it s�Ialf be dont 0 6 .9 . .669 . in its entirety. . 96.9 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 replaces NOA# 10-1005.15 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. J MIADE COUNTY �`�#� NOA No.: 12-0210.01 CAMI•DI Expiration Date: 02/01/16 Approval Date: 05/31/12 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Cateeory Roofmg Sub-Category: Roofing Tiles Material: Clay Deck Type: Wood 1. SCOPE This approves a roofing system using Santa Fe"Santafe `S"Clay Roof Tile,as manufactured by Ladrillera Santafe S.A. in Bogota,Colombia and distributed by Santafe Tile Corporation as described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements,as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Santafe `S' Clay Roof L= 18" TAS 112 One piece high profile clay roof file equipped with Tile W= 11.1" two nail holes. For nail-on,mortar set and adhesive set applications. Trim Pieces 1=varies TAS 112 Accessory trim,clay roof pieces for use at hips, w=varies rakes,ridges and valley terminations. Manufactured varying thickness for each file profile. 2.1 MANUFACTURING LOCATION 1. Bogota,Colombia 2.2 SUBMITTED EVIDENCE •••••• Test Agency Test Identifier Test Name/Rebbrt' ;., to •• ...... . ...... The Center for Applied Engineering,Inc. 94-156-8 TAS 101, •;.. Aug. 1994• 94-156-9 TAS 102•.••• .... :" The Center for Applied Engineering,Inc. 25-7205-1 TAS 101 1V N h 1995 0:a 0. The Center for Applied Engineering,Inc. Project: 07-07-00-91 TAS 10;::::: `•Sept!1994:: (307023) •••••• • Redland Technologies 7161-03 TAS 10$ •• •fte?1991,•• ; Appendix II (Nail-On'}..' .... :••••: Redland Technologies 7161-03 Static Uplift Testing 9OVec. 1991 Appendix III TAS 102&TAS 102(A) Redland Technologies P 0402 Withdrawal Resistance Sept. 1993 Testing of Screw vs smooth shank nails NOA No.: 12-0210.01 rwar7in�wE couwrY Expiration Date: 02/01/16 Approval Date: 05/31/12 Page 2 of 5 2.2 SUBMITTED EVIDENCE Test Agency Test Identifier Test Name/Renort Date Redland Technologies P 0647-01 TAS 108 Aug. 1994 (Mortar Set) Redland Technologies P 0631-01 PA 108 July. 1994 (Mortar Set) Celotex Corporation Testing Services 520305-01 thru 05 PA 102 June 1999 IBA Consultants,Inc. 2353-4 Restoring Moment Aug. 1999 PRI Asphalt Technologies,Inc. SFTC-003-02-01 TAS 101 12/06/02 IBA Consultants,Inc. 2353-70 TAS 101 09/22/03 IBA Consultants,Inc. 2353-71 TAS 101 09/22/03 IBA Consultants, Inc. 2353-93 ASTM C 1167 07/18/05 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. • 0000.. 3.7 May be installed on slopes 7:12 and greater. ; •• •••• • 0000.. ...�.. 0000.. 4. INSTALLATION *see** • 0000.. 4.1 Santafe 'S' and its components shall be installed in strict compliance with Rad`Yf AppliQWc"$tandatd • RAS 118,RAS 119 and RAS 120. 0000 0000 0000.. . 4.2 Data For Attachment Calculations • .. .. .. . 0000.. ..0000 • Table 1: Average Weight(W)and Dimensions (I x w): 000.00 0000.. Tile Profile Weight-W(Ibf) Length-I (ft)•0 0• Widtq-w(ft) •• 0 Santafe'S' 6.7 1.5 0.958 CNOA No.: 12-0210.01 MiaM1-tee coUN Y Expiration Date: 02/01/16 Approval Date: 05/31/12 Page 3 of 5 Table 2: Aerodynamic Multiplyers-7,(ft ) Tile X(ft ) (ft) Profile Batten Application Direct Deck Santafe'S' 0.274 0.297 Table 3: Restoring Moments due to Gravity-Mg(ft-Ibf) Tile 2":12" 3":12" 4":12" 5":12" 6":12" 7':12" or Profile grester Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Deck Deck Deck Deck Deck Deck Santafe'S' 5.93 5.90 5.85 5.82 5.73 5.69 5.56 5.53 5.32 5.29 5.03 5.00 Table 4: Attachment Resistance Expressed as a Moment- Mr(ft-Ibf) for Nail-On Systems Tile Profile Fastener Type Direct Deck Battens Santafe'S' 2-10d Ring Shank Nails 21.8 N/A One#8 Screw 29.16 N/A Two#8 Screws 38.28 N/A One#8 Screw w/Clip 57.31 N/A Two#8 Screws w/Clip 57.60 61.77 1. Approved screws as noted'Product manufactured by others'. 2. When using one screw it must be installed in the inside hole located nearest to the hump of the tile. Table 5: Attachment Resistance Expressed as a Moment Mf(ft-Ibf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Santafe'S' Tile Bond 38.9 Polyfoam Polypro AH 160Tm 28. 2 See manufactures component aroval for installation requirements. 6.0000 3 Flexible Product, Inc.Average weight per patty 10.4 grams. • • • 0:6 4 Polyfoam Product, Inc.Average weight per patty 9.4 grams. 666.6. •0 6 : Table 5A: Attachment Resistance Expressed as a Moment- MA(!#.dbf) .... 6.666• for Single Patty Adhesive Set Systems 6.66•• •••..` ..• . •••• Tile Tile Application • •Y"litum ;A'Aent ••6 • Profile Resistance Santafe'S' Pol foam Polypro AH 160Tm • 63 8 • ..• Pol oam Pol ro AH 160Tm 61 6.66 5 Paddy placement of 63 grams of Polypro AH 160'rm. • • • ••• •: 6 Paddy placement of 24 grams of Polypro AH 160Tm. • 6 Table 6: Attachment Resistance Expressed as a Moment- Mf(ft-Ibf) for Mortar or Adhesive Set Systems Tile Tile Attachment Profile Application Resistance Santafe'S' Mortar Set 23.6 cNOA No.: 12-0210.01 ruAiaPDAoe ouronr • Expiration Date: 02/01/16 Approval Date: 05/31/12 Page 4 of 5 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as shown below, or following statement: "Miami-Dade County Product Control Approved". SANTA FE TM MADE IN COLOMBIA LABEL FOR SANTA FE SPANISH"S"CLAY ROOF TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING When using one screw use this hole. 18" O SSSS.. e SSSS.. :**fee eeeeee SSSS.. eefeee SSSS SSSS :Sees: SSSS SSSS SSSS. seise' se se se a sees. fseeee . . e e SSSS.. .feese e f . SSSS.. .. SSSS fees "SANTAFt S" CLAY ROOF TILE END OF THIS ACCEPTANCE NOA No.: 12-0210.01 MIAMI-DADE COU NT1f Expiration Date: 02/01/16 Approval Date: 05/31/12 Page 5 of 5 IAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOU C S E Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA 'An www.miamldade.gov/eco3ao�azv 3M Company 3M Center Building 0220-05-E-06 St.Paul,MN.55144-1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product otnaterial tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3MTM 2-Component Foam Roof Tile Adhesive AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. A&VERTISEMENT: 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 13-0502.02 and consists of pages 1 through 11. 00 .. . . . . ... . The submitted documentation was reviewed by Alex Tigera. .. ... .. . . . .. 00 000 i•• •:•: •: •11 A No.:14-005.01 rvnM10AM COVNW :. :Etpirtjoif Daft 01/10/17 ' 'Apptoval Dote:09/04/14 Page 1 of 11 ... . . . . ... . . . . . . . . . . . . . •• •• . . . .. .. ... . . . ... . . ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive terials: Polyurethane SCOPE: This approves 3MTM 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company 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 2-Component Foam Roof Tile Adhesive AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2-Component N/A TAS 101 Two component polyurethane foam adhesive Foam Roof Tile Adhesive AH-160 Foam Dispenser N/A Dispensing Equipment RTF1000 ProPack®30&100 N/A Dispensing Equipment MODUCTS 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 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Fe Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40°F.,2 weeks +6.0%Volume Chang 4158�F.i 100%11,pidit•y,2 weeks • � • Closed Cell Content ASTM D 2856 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. rvar��aoE cou�vrr :. . NVA 1 To.::14-0 05.01 w w Elffikap5n Datj, 05:1[1/17 Approval Date:09/04/14 Page 2 of 11 ... . . w . ... . . . . . . . . . . . . . .. .w ... ...w .. w. ... . . . w EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp.Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 IMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3M' 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low,&high rile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3W 2-Component Foam Roof Tile Adhesive AH- 160 roof rile adhesive with their file assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. .. ... . . • . . •• • •• • • • • ••• • • • • • • • • • • . . SfOA X§.! 1'{;0605.01 ruar�i•oao�counrrr : . UpItatign Dotte: V5/10/17 :' '.'Al p9'oval]D$te:p9/04/14 Page 3 of 11 . . . . . . . . . . INSTALLATION: 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH- 160. 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof file assembly's adhesive attachment with the use of 3MTM 2-Component Foam Roof Tile Adhesive 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 file assembly NOA. 3. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3M Company.3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the"A" component and the"B"component shall be maintained between 1.0-1.15 (A): 1.0 (B)• 6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF1000 or ProPack®30& 100 dispensing equipment only. 3MTM 2-Component Foam Roof Tile Adhesive 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 3MTM 2- Component Foam Roof Tile Adhesive AH-160 has been dispensed. 9. 3MTM 2-Component Foam Roof Tile Adhesive 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. •• ••• •• • • • •• . ••• . ••• ••• ••• . : Nod,No.: la-os*.ol MIAMI'nvoECOl1WTY Efpiitati$$Date b5/0I17 Approval Date: 09/04/14 Page 4of11 ... . . • . ... . . • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High All Eave Course 17-23 sq.inches 45-65 Profiles Flat,Low,High Profiles #1 17-23 sq.inches 45-65 Flat Profile #2 10-12 sq. inches 30 L&Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat,Low,High Profiles #3 Two Paddys: 8-9 sq.inches at 12 grams per paddy head of tile 9-11 sq.inches at overlap Two-Piece Barrel(Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams per bead edge)20-25 sq. inches each bead Two Piece Barrel(Pan Tile) Two Piece 65-70 sq.inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved"or the Miami- Dade County Product Control Seal as shown below. MAMWMDE CO� ,...• BUILDING PERMIT REQUIREMENTS: As"tequired by the Building Official or applicable building code in order to properly evaluate the installation of this system. .. ... . . . . . .. . .. . . . . ... . • .. ... .. . . . .. • .:* . ••• ••• ••• • :lOA ND.: 14.00805.01 MIAM�•DADEcouiVTY :o: •: Upfrodbu 11itte: 05/10/17 ' Ap*proval Date:09/04/14 Page 5 of 11 ... . . . . OV . . • .. .. . . . .. .. ... . . . ... . . . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • •: ADHESIVE PLACEMENT DETAIL# 1 . . . . . . . . . . •i• ---- Y ,:,•i• *faRidy Iskamb*W., Flat/Low Profile Tile 1. Starting at the eave course,apply a minimum 2" • + ' :•:::>::>:;>... 's, (50.8 mm)x 10" (254 mm)x 1" (25.4 mm)foam • *- •• • ` : paddy onto the underlayment positioned as shown, ••ti•:; .:,• ::.•�<;;.;;:;.;>f••:,.•.. under the strengthening rib closest to the overlock sR�T> of the tile being set. 2. Continue in same manner.Insure approximately 17 ' (109.7 cm)—23(148.4 cm)square inch adhesive ' contact with the underside of the tile. Medium Profile/ Double Pan Tile flail�gY•au�h y{,aa�iys�»rlfts�3. !>ashe!ty Yaa�lraai:i Peidd 1. Starting at the cave course,apply a minimum 2" "~ (50.8 mm)x 10" (254 mm)x 1"(25.4 mm)foam { ;:,'' _.•.,, ww ; Paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 1114»:A':.,•.,. f'+':Ax':":moi"";; L••::;a>s ':.,.,�. �;• �• • �ti.-': 2. Continue in same manner.Insure approximately 17 (�xHtesxa�pli�x.�al i' ,� ••..::-`•.., ,•,%yam .��`,<v;. (109.7 cm)—23 (148.4 cm2)square inch adhesive ::,`- 4 ><-... .> '`` •..: >';<::: contact with the underside of the tile. :1:wf:6A�.4'iiYSb'- �:+r.`t'•• •.e.if89gi� amf v ae YY1. High Profile/Single Pan Tile trvwlRr•Recisu�i§ .�'kx1�R'i�ktc«�e1wTi}g. s sRt �,r ,;R' ";'`;'"` .:•>''' 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. 51" 2. Continue in same manner.Insure approximately 17 •� } :";; `` (109.7 cm2)—23 (148.4 cm)square inch adhesive contact with the underside of the tile. --------------- NOA No.: 14-0805.01 MLAMt nAoe COUNTY Expiration Date: 05/10/17 Approval Date:09/04/14 Page 6 of 11 ADHESIVE PLACEMENT DETAIL#2 ; >;tg?.pl,ktfceamsnc vada Ire Flat/Low Profile Tile 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10" (254 mm)x 1"(25.4 mm)foam paddy ``" >:>::••. onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of �R. the tile being set. Insure approximately 17(109.7 cm.2) s ", —23 (148.4 cm)square inch adhesive contact with the '' underside of the tile. 2. At the second course,apply a minimum 2" (50.8mm) 4.' �•'`•-O•v't%'•iy�ii:;.,• ;.:j:_:rte. - ,� � ,,�•. �''-•',.� , , -,,<. �,.,�, x T'(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the ... : :: strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm)- 12(77.4 cm)square inch adhesive contact with the underside of the tile. Medium Profile/Double Pan Tile Wil thw»!hpk p#pis64;eeammi :4Khecr.a�eguiaedl _::#E[d&f: kr;b,, 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 v K,. ,;z ' •:. "'� the being set.Insure approximately 17(109.7 cm)— 2N,. 23 (148.4 cm) square inch adhesive contact with the IfQ underside of the tile. w w '4`4 `� fi r''✓ 2. At the second course,apply a minimum 2" (50.8mm) "kx T (177.8 mm)x 1 (25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the file being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2)- 14(90.3 cm)square inch adhesive contact with the underside of the tile. (Instructions continue4gnAeFt page)• •• . .. . . . . ... . . ••• . ••• ••• ••• . . :0: • •NOA No.: M-0895.01 Ml�Aoe couran :• •BKOrati41 m Dater•05/14117 • • Approval Date:09/04/14 Page 7 of 11 ... . . . . ... . . . .. .. . . . .. .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) aat:� n <nXfiu -<.. High Profile/Single Pan Tile >tr4rc�rs�+alr� t FA.A t•¢E.4lrstrri.•'"NTito 400<fxsyafi4< :`"`�.`• `. 1. Starting at the cave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy .' onto the underlayment positioned as shown under the <•.�� .,� �,, pan portion of the tile closest to the overlock of the °• ..,w<:..':; ''4 tile being set.Insure approximately 17(109.7 cm)— � +' it& < v. •�;`1v 4:a `"� 23 (148.4 cm)square inch adhesive contact with the •pij ;;` ``,,° :<: '`'~. �a underside of the tile. 2. At the second course,apply a minimum 2" (50.8mm) +� $�� w: -0' ,•�' � ;� x T'(177.8 mm)x 1" (25.4 mm)foam paddy onto the underlayment positioned as shown under the pan I. ,,.• f. .s,rl'',. > ':. e portion of the tile closest to the overlock of the tle . .��,., ,• <. <',.,, . , being set. 3. Continue in same manner. Insure approximately 1 T' (109.7 cm)- 19(122.6 cm2)square inch adhesive contact with the underside of the tile. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... ... ... :NCk No.: f4-0805.01 MIAMI-DAD,COUNW : V Ezpiration Dates 55/1!0%17 Approval Date:09/04/14 Page 8 of 11 . • . • • • . . . . ... . . . ••. . . ADHESIVE PLACEMENT DETAIL#3 Ana&#a��pkase�ess�aaaat_ Fad�y+ef�Es+��t�e�� 1. On the cave course only,apply a minimum 2" (50.8 mm)x 10" (254 mm)x V (25.4 mm)foam paddy pzonto the underlayment positioned as shown,under � �yy3�'- 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 tgt�'� d <` 'w3•• ~wz:y approximately 4"(101.6 mm)up from the cave . � edge free of foam to prevent the expanded adhesive Muh from blocking the weep holes. Insure approximately 17-23 int(109.7-148.4 cm2)of adhesive contact with the underside of the tile 2. Apply a 4" 101.6 mm x 4" 101.6 mm x 1" 25.4 mm)foam paddy onto the underlayment just below lrt�rl3xef3ie70e the second course line positioned foam paddy under the strengthening rib for flat tile,or under the pan portion of the tile,closest to the underlock for gaa��x n��reiaes{ �kas�y the second course tile to be installed. Insure approximately 8-9 int(51.6-58.1 cm2)of adhesive • .�\\ '�,, SO. contact with the underside of the rile. siorle ` '' .'4'` `~~ �`` (Instructions continued on next page) aft �• .1��'��} �� x moi::• � .227. kEawl.Coune FeKb �JEaw SEE meaum Profile Tyle •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• ••• ••• "' • • TOA No=: 14-8805.01 MAMI-DAo,COUNTY �• •Ppi*tion Date: 05f10/17 Approval Date:09/04/14 Page 9of11 ••. . • • .•. • • �•K ADHESIVE PLACEMENT DETAIL#3(CONTINUED) l�taclthnner l� £ t Single pa&y under life x 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 l::x •'�ti afylenslgatll . ! 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 xis. {r ` L.: ,.• 9(58.1 cm )- 11 (71cm)square inch adhesive d 41•":4:::;::•:.v:};:^••^ �-• ,,. � ,.,•.,.,.;,..�,, t� contact with the underside of the file at the overlap :.,Y`-� � and 7(45.2 cm)-9(58.1 cm)square inch '" L a >>: : .=.: ti-_. -^f/ '�� adhesive contact with the underside of the tile at '` `.. ,`�•'+' � '' the head of the tile. Continue in same manner. .:._ • � Empd'asbt'fP 11:lgi�f T�mQfil$$liEg •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• ••• ••• •; ; ;N(QA?io.: 14-0805.01 Mll4Ml•DADE COUNTY • •• E%plIrattdh Dat(C•05/=0/17 Approval Date: 09/04/14 Page 10 of 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1. Starting at the cave course,apply a minimum 2" tl Piece contact with he pan Wadhesive m achieve s5 to io sq ire. Sweep patch red) •tions 50.8 mm x 10" 254 mm x 1" 25.4 mm foam incantactwithlhepartlte. {whrtwrequired} ( ) ( ) � ) 2)Tom covers upside down.Place adhesive In f paddy onto the underlayment positioned as to t hufran7 outside edge of cover fie. shown under two adjacent pan tiles. Support cave Then Install the file.Ensure 201to . 25aq in sontadataa. �,=>m tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge.Insure approximately 65 (419.4 cm2)—70(451.6 cm2) �.�i.''y...r.:;::•:v+'�.q+ _ to Ja square inch adhesive contact with the underside of the pan tile. (.fib - r.�•:}^'�� sltoathin� Eaveetasure e��;;:. lmniat513•wnj 3. Turn covers upside down exposing the underside wee7hote�•Fascia Bomaof the tile. Apply a minimum 1" (25.4 mm)x 10" (254 mm)bead of adhesive directly on the inner >movofop$or"noctheeave course covet tote.abuttowonacourst.r edge of each side of the cover tile. Leave paetiles,Ensure eaveend Open and covet toes amRush ateaveli"8' approximately 3/4"(19 mm)to 1" (25.4 mm) Two Piece Barrel-High Profile Tile from the outside edge of the rile,inward,free of foam to allow for expansion. 4. Turn cover file over after foam is applied and place onto pan file course.Insure a minimum of 20(129 cm) -25 (161.3 cm)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)hailers or the tie wire system using galvanized,stainless steel,or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE . . . . . . . . . . • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• ••• ••• •: : • : :N(SA No.: U-0845.01 MIAMI-DADE COUNTY • •' ATiratp•ilh Date:*05/36/17 Approval Date:09/04/14 Page 11 of 11 • • • • • • • • • • ••• • • • ••• • • Owner's Notification Form 07 NIBAMB- RMDEBl.. "PefCtT7riS2,g{:.vc, 1s.,nex!Every f;?4 ` SECTION 1524 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code,Building 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 and the contractor. The owner's initial in the designated space indicates that the item has en explained. ................. 1.Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic iss such as color or architectural appearance, that are not part of a zoning code, should be addressed as pa5prTne agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in acco with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Buildin e. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should n 'fy the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintainin appearance. .................. 5. Ponding water: The current roof system and/or deck of the building may not drain 46land may••• cause water to pond(accumulate) in low-lying areas of the roof. Ponding can be an Wfcation cif structural .• distress and may require the review of a professional structural engineer. Ponding may•4wrten the fife .... • expectancy and performance of the new roofing system. Ponding conditions may n&Ji,j evident t1&1 the c rigtrtal roofs g system is removed. Ponding conditions should be corrected. 0 0.0.0 •0 0 0 0• 00000 0 0000000 •0 0000. 6. verflow scuppers(wall outlets): It is required that rainwater flow off so tliat the 4of is not 0 0 0 o:0 overloaded from a build up of water. Perimeter/edge walls or other roof extensions IFEN%ock this•discharge ff.• overflow scuppers (wall outlets)are not provided. It may be necessary to install overflow scupp m tis accardanre with the requirements of. Chapter 15 and 16 herein and the Florida Building Code,•Plumbing. ;••• "0• ....... .0000... 06:9 ................... 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida-licensed engineer or registered architect to eliminate the attic venting,venting shall not be re ed. Owner's/Agent's Signatur Date: Contractor's Signature: ...... Permit Number: Property Address: 77 NW 99th Str et Miami Shores FL.