Loading...
RF-16-1583 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-271787 Permit Number: RF-6-16-1583 Scheduled Inspection Date: December 01, 2016 Permit Type: Roof Inspector: Naranjo, Ismael Inspection Type: Final Roof Owner: LOPEZ, REYNALDO Work Classification: Tile Job Address:70 NW 98 Street Miami Shores, FL 33150-1737 Phone Number (786)255-4037 Parcel Number 1131010330220 Project: <NONE> Contractor: CURTIS SMITH CONSTRUCTION LLC Phone: (561)768-2409 Building Department Comments CEMENT TILE RE-ROOF Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments PassedCREATED AS REINSPECTION FOR INSP-271707. CREATED AS -ITEINSPECTION FOR INSP-260544. NO ONE HOME NO LADDER NEED TO REPLACE SECTION OF DAMAGE SIDEWALK Failed ❑ 11-23-2016 Need to replace damage sidewalk. up-lift test on file. Roof O.K. Correction ❑ Needed r Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. November 30,2016 For Inspections please call: (305)762-4949 Page 21 of 33 AC132 Engineering Inc. Testing & Engineering Services Certification of Authorization#8131 Roof Tile Uplift Test Report Tel: 954-245.8976; Fax: 954.301.7776 P.O. Box 823612 —f0- 1`-' 7P( � (IN Pembroke Pines, FL 33082 1 Miami Shores Village, Building Division, Attention: 10050 NE 2nd Avenue, Miami Shores, FL 33138 Client: Curtis Smith Construction LL Test Date: 11/09/2016 Permit#RF-6-16-1583 Reynaldo Lopez Residence Property Address: 70 NW 98'Street,Miami Shores,FL Roof Pitch: Type of Tile: Roof Area: 3 in 12 Eagle Roof Tile 22.00 squares Tile Attachment Method: Two Component Polyurethane Foam Adhesive-Poly Pro H 160 Field Instrument : IMADA Force Gauge 0-100 Serial number:243454 Test Location Total Number of Tests Field Uplift Pull Test Test results Perimeter Area: 10.00 sq. 10 As per FBC 2014 Passed Field Area: 12.00 sq. 12 As per FBC 2014 Passed No.of Corner: 6 6 As per FBC 2014 Passed Ridge Areas: 130 pcs. 13 As per FBC 2014 Passed Important: These laboratory results can change due to future weather impacts and/or unavoidable roof traffic.Therefore,this report represents the TAS 106 results at the time of the test. Please see attached a Roof Sketch for this project. Cordially, ACB neering Inc. (NOA 09-1005.01) A io cevedo, PE FI No: 36466 m ACM Eng�IIee IIIc. - andLs � - 5230 NE le Avense _ � 2�� 33334 (9S4)301-7776 • T- - I .5�ons�r Miami shores Village logo n1111" Building Department 10050 N.E.2nd Avenue �_N17� `o Miami Shores, Florida 33138 IORiDA Tel: (305)795.2204 Fax: (305) 756.8972 RE: Permit# _��-fo-l fo-1 g3 DATE: 6 / INSPECTION AFFIDAVIT licensed as a(n)Qtactor Engineer/Architect, (Print nam and circle License Type) FS 468 Building Inspector License#: Cce--B37-Vrgyt On or about I did personally inspect the roof deck nailing (Date&time) work at `707 Nw 1Ig ST (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 kf HERBY MYRTIL �- tary Public-state of Florida Notary Public, Sate of Florida at�'arg� -_- m.Ex ires Dec 15,2016 Commission#EE 833810 Bonded Through National Notary Assn. '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 NOTICE OF COMMENCEMENT C-I`N 2CO16RI 940_'6591 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION OR BK 0150 Ps 244 (1f'9=) PERMIT NO. TAX FOLIO NO. L�`3101-037-0ZZ `iIANI- Y:i+tilcir ITEP.i:. ?r iD,t: °i O C1Ir 11I-faiClE. 1=rJH r. ^L�ii;1 STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement. Go°els b 0 Space above reserved for use o di 1.Legal description of property and street/address: MIAMI SNARES SEG 6 Pt's 0-34 1.077" to u° f.07- q f3W_Wl l;t7a NW cirr SY rh A-i t S14oIk*S FL YTI50 2.Description of improvement: 1ZE-Reap 3.Owner(s)name and address: E F Z 10'7o "w qg, S-' M iAnt t Sko lzEs pe- 3315 n Interest In property: 0W►vEZ Name and address of fee simple titleholder: - a 4.Contractor's name,address and phone number. CUM--1 s T7d GoNST GTt L t-L tolgl SAr-►1Z> Rv- zD Ju iT-EIZ f=L 33,1"7Vr S6I-`7G 10-Zqc> e 5.Surety:(Payment 6ond required by owner from contractor,if any) Name,address and phone number: Amount of bond$ 6.Lender's name and address: 7.Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as prWl&d Section 713.13(l)(a)7.,Florida Statutes, aC a o Name,address and phone number: 8.In addition to himself,Owners designates the following person(s)to receive a copy of the Lienor's Notice as provided i eecan�j �^� .� G CL 7.13,13(1)(b),Florida Statutes. , �_ LJJ Name,address and phone number: QLLU LUW S.Expiration date of this Notice of Commencement: F-- o (the expiration date Is 1 year from the date of recording unless a different date WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT AR S E*D ff IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713.13. FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR CD IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signatur w er )'Authorized Officer/Director/Partner/Manager Prepared By Prepared By 4e6yrl., SM 1 rW Print Names i L n o l�►"'�Z- Print Name 1 1 V l Sgn+Jif i�t1 N tit> Title/Office Title/Office JclatTc�12 , R� '33'i7g STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this 6 day of QV N E 16 By -RZF1r NAL.b,> L--Z lP'Z JSY Individually,or ❑as for Personally known,or ❑produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) HERBY MYRTIL °`°avFUB`�=: Notary Public-State of Florida VERIFICATIONR SECTION 92.525 FLORIDA STATU ,'�• Under penalties of perjury, I declare that I have read the foregoing arl w•_My Comm.Expires Dec 15,2016 that the facts stated in It are true,to the ' of my knowledge and b isfc,; �aF Commission#EE 833ry A ,,OF t°` Bonded Through National Notary Assn. Signator els �Own (s) r 0ner(s' Authorized Officer/Director/Pa B By 123_01-52 PAGES Bn2 Miami Shores Village , AA#7Xl1€Type. `Roof gn 10050 N.E.2nd Avenue NW I�S1ic Gftctn:TOO Miami Shores,FL 33138-0000 `2— V Phone: (305)795-2204 _, 1€status �'��. '�4oRlRA a�� a Expiration: 12/2812016 Project Address Parcel Number Applicant 70 NW 98 Street 1131010330220 Miami Shores, FL 33150-1737 Block: Lot: REYNALDO LOPEZ Owner Information Address Phone Cell REYNALDO LOPEZ 70 NW 98 Street (786)255-4037 MIAMI SHORES FL 33150- 70 NW 98 Street MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone CURTIS SMITH CONSTRUCTION LLC (561)768-2409 Valuation: $ 15,000.00 _.... _. .:.. _.. _.. . .. . Total Sq Feet: 2200 Type of Work:Re Roof Available Inspections: Additional Info:CEMENT TILE RE-ROOF Inspection Type: Classification:Residential Up Lift Report Scanning:3 Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $9.00 DBPR Fee Invoice# RF-6-16-60105 $4.50 07/01/2016 Credit Card $292.00 $50.00 DCA Fee $4.50 Education Surcharge $3.00 06/08/2016 Credit Card $50.00 $0.00 Permit Fee-New Roof $300.00 Scanning Fee $9.00 Technology Fee $12.00 Total: $342.00 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 AFFIDAVIT: I ce3eno that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating const fuetfe zoning. F reautho' e the above-named contractor to do the work stated. July 01, 2016 Autho d S' nature:96nIr / Applicant / Contractor / Agent Date Building Department Copy July 01,2016 1 Miami Shores Village �i 77Building Department Ju ° 2o�s_ 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: Tel:(305)795-2204 Fax:(305)756-8972 11 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20(x(" BUILDING Master Permit No. —� PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS [:] CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: `10 tQw CM S-l' City: Miami Shores County: Miami Dade Zip: 33/S-C) Folio/Parcel#: 1 1- 3101— LQ 3— Q 27-0 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: (a.p'CL 6ji OWNER:Name(Fee Simple Titleholder): 1 /NQ1-L^N-) L-vPEz Phonem `7 96-Zs-s'-_X3-1 Address: -7b f--MJ cf 8 Sr City: M/Ar-t ( 5NvfZ-ES State: L Zip: Tenant/Lessee Name: Phone#: Email: Rc-v 4-o PEZ. 8�e. CONTRACTOR:Company Name:C_u rtT 1S V"IT44 Phone#: 5-6/-74ir- Z`409 09 Address: Bc71 Y/ 5+ "0V 1•2j" tZ)� City: %jUP1--m-re- State: /=L Zip: Qualifier Name: GUR'rlS Sex-117;N Phone#: 5i5l - 6€`2Y� State Certification or Registration#:CGG/32 F ry4t Certificate of Competency M DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ /S' OX) . 00 Square/Linear Footage of Work: Z'200 SQ F7- Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: C6^-) CAir -1'PLE ��-lLoiJF Specify color of color thru tile: JZO�/ L_ PALrvl ®- EA 61-4!5 — T&Ct- A 11Z Submittal Fee$ 6b' Permit Fee$`300 • M CCF$ CO/CC$ 0 Scanning Fee$ q °Giz) Radon Fee$ "1 '� DBPR$ -I• d Notary$ Technology Fee$ 12-° GQ) Training/Education Fee$ -3-03z) Double Fee$ Structural Reviews$ Bond$m5( TOTAL FEE NOW DUE$ 223 2 CZ) (Rev1sed02/24/2014) 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 n700WNhRorAG ee will be charged. <,-- 2 Signature Signatures CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 6 day of .Tutt= ,201A by day of 20 by YNR' L,0'f9Z who is personally known to <=uA--'mss —<AATml who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: CII Print: "y HERBY MYRTIL HERBY MYRTI Seal: ;o.PRV"BC', Seal: ,o;PaV"°9�,., � �: NotaryPublic-State of Florida ?�e y t�; Notary Public-State of Florida : •_My Comm.Expires Dec 15,2016 ;�; =My Comm.Expires Dec 15,2016 =:9y Commission#E 833810 tea= Commission#EE 833810 ����'�� d hr u h J do I I r n %°F� �d Banded Through National Notary Assn. * ** U` APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) logo allom Miami shores Village wilding Department �tit'e8 tM e� �tOANp' 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. ■■rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr BUSINESS NAME: CL. rmrt s S&i iT N BUSINESS ADDRESS: loItii sANo1/ /2+�� iia CITY aJtipirel� STATE FL ZIP 33y7F BUSINESS PHONE: ( 61 ) -791?—216q FAX NUMBER(SG/ l '7l16 —/.?C/ CELL PHONE t 231 )'-7`?q— 9'1' QUALIFIER'S NAME: r—uf'Tss 5^1rrk QUALIFIER'S LIC NUMBER: CCC 102 F-"/y STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION. CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 ' SMITH, CURTIS DALE CURTIS SMITH CONSTRUCTION LLC 10141 SANDY RUN RD JUPITER FL 33478 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and (' STATE OF,FLORIDA Professional Regulation. Our professionals and businesses range Q from architects to yacht brokers,from boxers to barbeque restaurants, DEPARTMEti -OF BUSINESS AND and they keep Florida's economy strong. PROFES$r�--,, ULATION Every day we work to improve the way we do business in order to CCC1328544 b� ISSUED 09/02/2014 serve you better. For information about our services, please log onto !: www.myfloridalicense.com. There you can find more Information CERTIFIED ROQFING CONTRACTOR about our divisions and the regulations that impact you, subscribe I� SMITH, CURTIS DALE{ r - to department newsletters and learn more about the Department's CURTIS SMITk- ONSI RU-- LLQ 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, IS CERTIFIED under the provisions of Gh.488. FS. and congratulations on your new license' PIIo�ante AUG s1;zoos 14�oz000�s�, DETACH HERE RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CCC1328544 The ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date:AUG 31, 2016 IMA 16 j�o SMITH, CURTIS DALE CURTIS SMITH.CONSTRUCTION LLC 10141 SANDY RUN RD-.-, JUPITER FL 33478 ■ MCI ipn- noln90014 DISPLAY AS REQUIRED BY LAW SEQ# L1409020001511 ANNE M. G A N N O N P.O.Box 3353,West Palm Beach,FL 33402-3353 "LOCATED AT** CONSTITUTIONAL TAX COLLECTOR www.pbctax.com Tel:(561)355-2264 10141 SANDY RUN RD . Serving Palm Beach County C) JUPITER, FL 33478 Serving you. TYPE OF BUSINESS OWNER I CERTIFICATION# RECEIPT#/DATE PAID AMT PAID BILL# 23-0125 CW ROOFING CONTRACTOR SMITH CURTIS DALE I CCC1328544 B15.868227-08/24/15 $185.85 640137487 This document is valid only when receipted by the Tax Collector's Office. STATE OF FLORIDA PALM BEACH COUNTY 83-3119 2015/2016 LOCAL BUSINESS TAX RECEIPT CURTIS'SMITH CONSTRUCTION LLC - LBTR Number: 200816081 CURTIS SMITH CONSTRUCTION LLC EXPIRES: SEPTEMBER 30, 2016 10141 SANDY RUN JUPITER, FL 33478-9336 This receipt grants the privilege of engaging in or managing any business profession or occupation within its jurisdiction and MUST be conspicuously displayed at the place of business and in such a manner as to be open to the view of the public. A N N E M. G AN N O N P.O.Box 3353,West Palm Beach,FL 33402-3353 **LOCATED AT** I AL CONSTITUTIONAL TAX COLLECTOR www.pbctax.com Tel:(561)355-22 10141 SANDY RUN RD serving Palm Bracts County JUPITER, FL 33478 Serving you. TYPE OF BUSINESS OWNER CERTIFICATION# I RECEIPT#/DATE PAID AMT PAID BILL# 23-0081 ROOFING CONTRACTOR SMITH CURTIS DALE CCC1328544 I B15.866226-08/24/15 $27.50 1 640137488 This document is valid only when receipted by the Tax Collector's Office. STATE OF FLORIDA PALM BEACH COUNTY 2015/2016 LOCAL BUSINESS TAX RECEIPT 62-3119 CURTIS SMITH CONSTRUCTION LLC LBTR Number: 200816080 CURTIS SMITH CONSTRUCTION LLC EXPIRES: SEPTEMBER 30, 2016 10141 SANDY RUN JUPITER, FL 33478-9336 This receipt grants the privilege of engaging in or III II I I I I managing any business profession or occupation i n n u n within its jurisdiction and MUST be conspicuously displayed at the place of business and in such a manner as to be open to the view of the public. ALCOR" CERTIFICATE OF LIABILITY INSURANCE IFDATE(MNIIDDIYYYY) �� 09/2112015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Robert J Kaleita Insurance Agency, Inc PHONE 561-687-3761 -- — �AAjC Ne 800-790-4065 PHONE do.E#1: 11924 W Forest Hill Blvd Suite 1OA-312 E-MAIL bob rkaleita.com .. . ADDRESS_-_--�._.-- __ -_ __ _..-___._.._ Wellington,FL 33414 —T INSURERtS)AFFORDING COVERAGE_ _ NAIC 0 - ---- INSURERA:AXIS Surplus us Insurance CoOmpany INSURED INSURERB:National General Insurance Company Curtis Smith Construction.LLC INSURER C:Evanston Insurance Company 141 Sandy Run Road INSURER D: Jupiter FL 33478INSURER 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. 1NSR'....._,_...___._..__....-----_-------..__...._.................__. DCI-i.$l�$ LTR TYPE OF INSURANCESI?1 R�--- POLICY NUMBER MM(DDY EFF(MrM MWD Y�P�— LIMITS- — A 09/25/15 09!25/16 I EACH OCCURRENCE_ �$ COMMERCIAL GENERAL LIABILITY 1000000 II (FLGLNI03634 A A EN-f€6 - ------ CLAIMS-MADE X OCCUR PREMISESIEaoccu _ $ 50000 I rJ@nceJ_ MED EXP(Any one person) 5000$ ----- ------ - j I �I PERSONAL 1ADV INJURY 1$ 1000000 GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2000000 r.--_-- ._.._-�-_ -...... ..._ __.. ...... X POLICY - JE LOC j PRODUCTS-COMP/OP AGG $ 1000000 OTHER: $ A AUTOMOBILE LIABILITY ZOO1598692 05/27/15 1 COMBINED SINGLE LIMIT $ 1000000 ANY AUTO _ 05/27/16 BODILY INJURY(Per person) $ SCHEDULED 'BODILY __.-_... .. . --- ... __._ 1 AUTO AUTOS X 1 i'BODILY INJURY(Per accident) $ :-_ AUTOS AUTOS ..___. ... _.-_.._..._.__. L_.... .NON-OWNEDHIRE - PROPERTY DAMAGE $ ---�. - AUTOS UMBRELLA uAB XoccuR XOVA822214 09/25/15 09/25116 EACH OCCURRENCE $ 1000000 G -X DED .RETENTION$ CLAIMS-MADE t AGGREGATE $ 1000000 EXCESS UAB PER i TH- AND EMPLOYERS'LIABILITY - STATUTE._ ER_....,4......_...._.._ .........__.______. ANY OWORKERS OR EO EETORIEXSC NERIE ECUTIVE Y/N NIA! 'E.L.EACH ACCIDENT $ � . ...._-.,._._. ❑I I E.L.DISEASE-EA EMPLOYEEI$ (Mandatory in NH) ' If es.describe under .------.- ..._..._.._-......._.. DESCRIPTION OF OPERATIONS below ! E.L.DISEASE-POLICY LIMIT 1$ 1 I I � i i DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) State Certified Roofing Contractor CCC 1328544 CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 NE 2nd Ave THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores, FL 33138 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE (�j—""'"""�����i��✓Ki 305-756-8972 \ ©1988-2013 ACORD CORPORATION. All rights reserved. ACORD 25(2013104) The ACORD name and logo are registered marks of ACORD Issue Date: 12/9/2015 FLORIDA ROOFING,SHEET METAL&AIR CONDITIONING CONTRACTORS ASSOCIATION,INC. RSA SELF WSURERS • 1k 0 1-800-767-3772 •FAX(407)671-2520 CERTIFICATE OF INSURANCE ISSUED TO: COPY PROVIDED TO: Miami Shores Village Building Department Curtis Smith Construction, LLC 10050 NE 2nd Avenue 10141 Sandy Run Road Miami Shores, FL 33138 Jupiter, FL 33478 Attention: Curtis Smith Construction, LLC This is to Certify that: 10141 Sandy Run Road Jupiter, FL 33478 being subject to the provisions of the Florida Workers'Compensation Act, has secured the payment of compensation by insuring their risk with the FLORIDA ROOFING, SHEET METAL&AIR CONDITIONING CONTRACTORS ASSOCIATION SELF INSURERS FUND, 4099 Metric Drive,Winter Park, FL 32792. COVERAGE NUMBER: 870-033667 LIMITS EFFECTIVE DATE: 1/1/2016 Workers' Compensation: Statutory-State of Florida Employers' Liability: $100,000.00 Each Accident EXPIRATION DATE: 1/1/2017 $100,000.00 Disease, Each Employee $500,000.00 Disease, Policy Limit REMARKS: Non-cancelable, without 30 days prior written notice, except for non-payment of premium which will be a 10 day written notice. Qualifier Curtis Smith Lic#CCC1328544 This certificate is issued as a matter of information only, is not a policy and of itself does not afford any insurance. Nothing contained in this certificate shall be constructed as extending coverage not afforded by the policy(ies)shown above or as affording insurance to any insured not named above. This provides coverage for Florida policyholders and Florida domiciled employees only. By: By: Brett Stiegel, Administrator Debra Guidry, CPCU, Unerwriting Manager FRSA-SIF FRSA-SIF 6/3/2016 - CURTIS SMITH CONSTRUCTION STATE LICENSED AND INSURED Reynaldo Lopez Curtis Smith Construction,LLC 70 NW 981'St Kevin L Smith Miami Shores,FL 33150 10141 Sandy Run Rd Jupiter,FL 33478 www.curtissmithconstruction.com smith constructa%hotmail.com 561-768-2409 RE:Re-Roofing Quotes For 70 NW 98h St To Mr.Lopez: Curtis Smith Construction,LLC as a state certified roofing contractor license#CCC1328544 is pleased to submit our proposals for the Re- Roofing of the roof on your property located at 70 NW 981 St in Miami Shores,FL.The bid details are included within Exhibit"A",`B", "C"and"D"of this bid. Please see appropriate Exhibit for corresponding bid details. Exhibit"A"—The Installation of a New Cement Tile Roofing System with Modified Bitumen Hot Asphalt Underlayments Pages 2-3 Exhibit"B"—The Installation of a New Standing Seam Metal Roofing System Pages 34 Exhibit"C"—Contractual Provisions D7�' �rr� Pages 4-11 �Exhibit"D"—Signature Page 170 p � `� Page 12 The job costs to complete the roofing project with all options quoted is as follow . 1) The Installation of a New Cement Tile Roofing System with Modified Bitumen Hot Asphalt Underlayments C$15,DOOOOO 2) The Installation of a New Standing Seam Metal Roofing System $18,000.00 3) (Optional)Installation of SWR for Insurance Discounts only,but highly recommended under the 5V Crimp roof for added protection $2,250.00 4) (Optional)Installation of New Truss Strapping for Insurance Discounts $3,275.00--$4,275.00 Please Note: Once the Pilot Hole in the Roof is cut we will be able to tell if Truss Strap work is needed. At this point we will be able to narrow down the truss strapping costs. - 1 - 6/3/2016 I LCURTIS SMITH CONSTRUCTION EXHIBIT"D" SIGNATURE PAGE THIS BID IS VOID AFTER 90-DAYS! I have read all Twelve(12)pages of this contract and accept all terms contained herein and understand that this is a legal and binding contract for the amount due listed above. This contract is subject to the additional review and acceptance of Curtis Smith Construction, LLC. Curtis Smith Construction,LLC could decline this contract without notice. Curtis Smith Construction,LLC will not honor any verbal agreements,no exceptions. Final payment is due in full on completion of the project not on completion of the final inspection. i Authorize Signa ontractor �G./)7 t(� 3 Date D to ' Waterproofing Systems GACOWESnRN VFPL. �FENED 8 APpg0p FPL#C294-260143 =Authorized PREFERRED c.' /Ss� service Fo {DHTRACTOR It magic- Residential Roofing Installer r�_ r` cE NDFESS1�p` • ra u. ERM1U FLEX_ V ,:.,�' - 12 - Miami Shores Village on .. p11151" Building Department `he ,�` 10050 N.E.2nd Avenue RtQF► 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: 6XI11t, 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: _ TZ6S/tiAc,0o L,y pEz Property Address:_ "70 "W 1?8 9-1- Roofing Permit Number: Dear Building Official: I lt �NA� Le�Ez certify that I am not required to retrofit the roof to wall connections of my building because: )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 th ou Florida Building Code (1994 SFBC) J-,T�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 6 day of Q-0N y P'' q HERBY MYRTIL 3 1- Notary Public-State of Florida Notary Public, Sate of Florida at Large : '=My Comm.Expires Dec 15,2016 ��yl �`,• ommission#EE 833810 • When the just valuation of the structure for purpose of ad valorem Bonded Through National Notary Assn. 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 Mi igation. Revised on 5/2112009 APPRAISER Summary Report Generated On:6/3/2016 Property Information - Folio: 11-3101-033-0220 70 NW 98 ST Property Address: Miami Shores,FL 33150-1737 - Owner REYNALDO LOPEZ LORENA M CORREA _ S Mailing Address 70 NW 98 ST MIAMI SHORES,FL 33150 USA _ Primary Zone 0800 SGL FAMILY-1701-1900 SQ - Primary Land Use 0101 RESIDENTIAL-SINGLE „ FAMILY: 1 UNIT r - Beds/Baths I Half 2/1/0 Floors 1 Living Units 1 Actual Area 1,592 Sq.Ft 0 Living Area 1,221 Sq.Ft Adjusted Area 1,404 Sq.Ft Taxable Value Information Lot Size 7,650 Sq.Ft 2016 2015 2014 Year Built 1949 County Exemption Value $50,000 $50,000 $50,000 Assessment Information Taxable Value 1 $175,2811 $173,7151 $96,609 Year 2016 2015 2014 School Board Land Value $168,558 $124,474 $103,080 Exemption Value $25,000 $25,000 $25,000 Building Value $97,718 $98,533 $96,778 Taxable Value $200,281 $198,715 $121,609 XF Value $890 $708 $716 City Market Value $267,166 $223,715 $200,574 Exemption Value $50,000 $50,000 $50,000 Assessed Value $225,281 $223,715 $146,609 Taxable Value 1 $175,281 $173,715 $96,609 Regional Benefits Information Exemption Value $50,000 $50,000 $50,000 Benefit Type 2016 2015 2014 Taxable Value $175,281 $173,715 $96,609 Save Our Homes Assessment Cap Reduction $41,885 $53,965 Sales Information Homestead Exemption $25,000 $25,000 $25,000 Previous OR Book- Price Qualification Description Second Homestead I Exemption $25,0001 $25,0001 $25,000 Sale Page Note:Not all benefits are applicable to all Taxable Values(i.e.County, 12/01/2014 $345,000 29452 Qua[by exam of deed School Board,City,Regional). 4368 03/01/2000 $127,500 19032- Sales which are qualified Short Legal Description 1046 MIAMI SHORES SEC 6 PB 10-39 11/01/1993 $0 16201- Sales which are disqualified as a result LOT 10&W1/2 LOT 9 BLK 129 0025 of examination of the deed LOT SIZE 75.000 X 102 OR 19032-1046 03 2000 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hfp://www.miamidade.govfiinfb/disclaimer.asp Version: t ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) 00000" 1 • .... 0000:. .. 0000 High-Velocity Hurricane Zone Uniform Permit Application FIDOWN• '..' : ••�. 0000.. tl 00000000 •.••1�• Section A(General Information) � � ^ ( � �7� 0000 0000 00064 Master Permit No. 000 Process No. 0.._. •• 0 66:016 Contractor's Name CU rZ r1 S $;d�.,vrN •• •�-�,O� q�� : : . :3 'gyp � 1 � .: �� ....1. B 0 �Csa/ �� 0000.. Job Address � � � • so 0000 • s ROOF CATEGORY •• ❑ Low Slope ❑ Mechanically Fastened Tile Mortar/Adhesive Set Tiles ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes 0 ❑ Prescriptive BUR-RAS 150 ROOF TYPE 0 ❑ New roof ❑ Repair ❑ Maintenance kY Reroofing ❑ Recovering Q ROOF SYSTEM INFORMATION 0 Low Slope Roof Area(SF)`�~- Steep Sloped Roof AREA(SSF)Z� Total(SF) 7- D � d Q Section B(Roof Plan) p Sketch Roof Plan:Illustrate all levels and sections, roof drains,scuppers,overflow scuppers and overflow drains. Include dimen- sions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. D t 0 ® Q 7—, -, nr 0 FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) 15 37 A pYn Ott No further licensed by,ICC(ALL RIGHTS RESERVED);accessed by Eliezer Palacio on]un 8,2015 10:32:12 AM pursuant to License $ productions authorized. 59'6" 74 NW 98 St Dimensions a a 2116" 21'61' 8'6" 816. :31' 31' 4)' 12'60 14' 2' 171611 •• ••• • • • • • •• 18' 241 • • •• • • • • • • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • •• • • • • • • • 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 70 NW 98 St 2"Lead Boot � � 2"Lead Boot Roof Components 4:12 Pltch Flat Cement Tile Roof 4"Lead Boot .. ... . . . . . .. . .. . . . . ... . .• ... .. . . . .. ow go* . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . .. . . ... . . . . ... . . . . . . :o: . . . . .. • .. .. . . . .. .. . . . . ... . . ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Sth Edition(2014) 066668 9 High-Velocity Hurricane Zone Uniform Permit Application iFoA •o• *00* o l"' ... .••• 1 . ... .. . ...... Section D(Steep Sloped Roof System) •.•; •1 • Roof System Manufacturer: A 6 L_..ir_- ••••• Notice of Acceptance Number. 16--®%2 3. 1 """ •• • 01:000 • Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations): 000000 . • �•1••• P1: ��•i P1: ®69.i P1: e 104D--7 ; • � 0 • •••••• oll • • 0 0000 • • •... Deck Type: 1 Type Underlayment: 3® x. g Roof Slope: 1 12 1 Insulation: I-9 A 1 1 Fre Barrier: N A1 1 Ridge V a nation? Fastener Type&Spacing: 1 rZ.5. "vis''-s A o-b�iA, era .r 1 1 Adhesive Type: I XwFt"6 1 Type Cap Sheet: 6WIS MODI FI Ej> M 5 1 1 r 1 Mean Roof Height: ®� Roof Covering: IYeL Al- FiAr -ri 1 1 Type&Size Drip Edge: a 1 a FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) 15.39 p 1 f t 0 I Copyright to,or licensed by,TCC(ALL RIGHTS RESERVED);accessed by Eiezer Palacio on don S.2015 10:32:12 AM pursuant to License Agreement.No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building bode 5th Edition(2014) Q • • Goes ...... • e • e Q High-Velocity Hurricane Zone Uniform Permit Application Forn3.,0,00 so e. 0 000:0• , ,090 • W •e•• 0000 •0000: Q Section E(Tits calculations) • 000. 0 For Moment based tile systems,choose either Method 1 or 2.Compare the values for Mn with the vaiyt9%V9 Mt. If tt�e��+tivalues so:***o:e•• are greater than or equal to the Mr values,for each area of the roof,then the the attachment method i�:s ce�ble. e 0 e ..... Q Method 1 "Moment Based Tile Calculations Per RAS 127" 000000 , •: Q (P1:`'A•1 x I.2V 10 S 7)_Mg:-1 =MProduct Approval Mt 4.4 1 i•••0• •.•••• P2°&f•t xx.214 -0-93 Product Approval M, 70-1- .6l • :so so: Q (P311�t.'I xX-%*l� _2�_Mg:'ti.'rs =MT 3ffi-�b Product Approval M, ��.&1 • e • • Method 2"Simplified Tile Calculations Per Table Below" Required Moment of Resistance(Mr)From Table Below Product Approval M, Q M,required Moment Resistance* Q Mean Roof Height Q Roof Slope 15' 20' 25' 30' 40' l< 2:12 34.4 36.5 38.2 39.7 42.2 Q 3:12 32.2 34.4 36.0 37.4 39.8 Q 4:12 30.4 32.2 33.8 35.1 37.3 Q 5:12 28.4 30.1 31.6 32.8 34.9 Q 6:12 26.4 28.0 29.4 30.5 32.4 Q 7:12 24.4 25.9 27.1 28.2 30.0 Q 'Must be used in conjunction with a list of moment based file systems endorsed by the Broward County Board of Rules and 9 Appeals. Q 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 Q equal to the Fr values,for each area of the roof,then the tile attachment method is acceptable. Q Method 3"Uplift Based Tile Calculations Per RAS 127" x w:_ )-W: x cos e-=Fr, Product Approval F' (P2 x L = x w:=_)-W: x cos A_=F2 Product Approval F' 0 (P3: x L_= x w:= )-W._x cos 8_=F, Product Approval F' Q Q Where to Obtain Information Q 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 Q Mean Roof Height H Job Site Q Roof Slope 8 Job Site Q Aerodynamic Multiplier x Product Approval Q Restoring Moment due to Gravity Mg Product Approval Q Attachment Resistance Mf Product Approval Q Required Moment Resistance M9 Calculated 0 Minimum Attachment Resistance F' Product Approval Q Required Uplift Resistance Fr Calculated Q Average Tile Weight W Product Approval 0 Tile Dimensions L =length W=width Product Approval Q All calculations must be submitted to the building official at the time of permit application. 1< a 15.40 FLORIDA BUILDING CODE-BUILDING,5th EDITION(2014) ® d 1 o 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 ftuther reproductions authorized 5�!ne�YQ 0 �RiD� •�•Y •••••• •• • •••••• SECTION 1524 •••o•�0111 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFIC�jFIEsrPdRQOFING CONSIDERATIONS •••• •••• ..... •••"• • • • • •• • ••••• • • • 1524.9 Scope.As it pertains to the section, it is the responsibility of roofing contracto666699 • •• •. • p � 9 �4 pCgvjde the awger with •• the required roofing permit, and to explain to the owner the content of the section.The�roJis&s of Section R4402 • govern the minimum requirements and standards of the industry for roofing system installations.AdMnanj,,the . following items should be addressed as part of the agreement between the owner ant thecon;actor.•Tfi�o V ner's initial in the designated space indicates that the item has been explained. •• • 2• 0, L' • Renailing wood decks:When replacing roofing,the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior to removing the existing roof system). 4. e L- Exposed Ceiling: Exposed,open beam ceilings are where the underside of the roof decking can be viewed from below.The owner may wish to maintain the architectural appearance;therefore, roofing nail penetration of the underside of the decking may not be acceptable.This provides the option of maintaining the appearance. 6. L.• Overflow scuppers(wall outlets): It is required that rainwater flows off so that the roof is not overloadbd from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow scuppers inr nce with the requirements of Sections R4402, 84403 and R4413. G7 /� Owner/Agent's ' nature Date Contract ignature Date —Yc) lig-J e3,q- S Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; Ki MIAMI-oaf,COUNTY PRODUCT COWA%SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 0,J t80:SW 26 jtje°e�Room V •i• BOARD AND CODE ADMINISTRATION DIVISION ...°,,Viami,No°i da 30175-2474 T"4(Z X15-2590 F(786)315-25� e*** NOTICE OF ACCEPTANCE (NOA) °'w'e�`Y;°"a°"a,�ts•QQ,9- : CertainTeed Corporation 0009 •°• 0000 ••••• 18 Moores Road • • 866069 ••••• Malvern,PA 19355 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction male a s.Thd' • documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product ControMection to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: CertainTeed Underlayment Systems 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# 14-0724.16 and consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tigera. 14 M14=E COUNTY NOA No.: 14-1028.02 MD.0 � Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Category: Underlayment Material: SBS SCOPE: This approves CertainTeed Underlayment Systems, as described in this Notice of Acceptance; designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. `RADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Test Product Specification Description WinterGuard HT 36"x 65' ASTM D 1970 Modified fiberglass reinforced,bituminous sheet Manufuring rolls material for use as an underlayment in sloped roof Location #1 assemblies. Designed as an ice&rain shield. WinterGuard Granular 36"x 65' ASTM D 1970 Granular surfaced moc:fied,*fiberglass feinforced,-•••• rolls bituminous sheet materiar for use m,ah:•. • Manu uring •••••• underlayment in slope r*ePassemblies. Location #2 .5..0 • Designed as an ice&raja i$ield. •••••• .... .... ..... WinterGuard Sand 36"x 65' ASTM D 1970 Embedded sand surfaceaWlified,01%f4ass •••••• Manufuring rolls reinforced,bituminou ooh het material•for use as ari':' underlayment in sloped robf�ssemblies.• •• Location #2 • Designed as an ice&rain shield. •••• Diamond Deck' 48"x 250' ASTM D 226 Synthetic,scrim reinforced underlayment for use Manufuring rolls Type II under shake, shingles,slate or metal roofing. Location #3&4 MetaLayment'" 39 3/8"x 61' ASTM D 1970 A film surfaced,self-adhering underlayment for Manufuring rolls use under metal roofing. Location #1 Black Diamond" 39 3/s"x 68' 7" ASTM D 1970 Granular surfaced modified,fiberglass reinforced, Base Sheet rolls bituminous sheet material for use as an Manufuring underlayment in sloped roof assemblies. Location #2 Designed as an ice&rain shield.Not for use as an Anchor Sheet.Direct adhesion to wood deck not permitted in the HVHZ. NOA No.: 14-1028.02 1IMUDE cout Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 2 of 9 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Test Product Specification Description Flintlastic GTA 39'/s"x 32' 10" ASTM D 6222 Granule surfaced APP Modified Bitumen Manufuring rolls Grade G membrane with non-woven polyester mat Location #1 Type I reinforcement for torch application. All Weather/Empire 393/81,x 65' 10" ASTM D 4601 Asphalt coated fiberglass reinforced base sheet. Base Sheet rolls Type H Manufuring Location #1 DryRoor TU 39_3/8"x 61' TAS 103 A polyester fabric surfaced, self-adhering Manufuring rolls underlayment. Location #1 Flintlastic GMS 39_3/8"x 32'10" ASTM D 6164 Granule surfaced SBS Modified Bitumen Manufuring rolls Grade G membrane with non-woven polyester 6669 mal 9 666999 Location #1 Type 1 reinforcement for mop• lichtion. •6 0 0 •• 066.96 Flintlastic SA Cap 39 3/s"x 33'11 TAS 103 Polyester reinforced, self -adhering SB9modifieL...; 0000 . rolls bitumen cap sheet. 0000 Manufacturing •••• •• ♦0000 Location #1 •••••• •••• •0000 .. .. .. . 0000.. Roofers' Select 36"x 144' rolls ASTM D226 An asphalt-impregnates organic felt reinforced . . . . 0000.. Type I with glass fibers,roofvig u4jerlayieaf•- Manufacturing � 6 . Location #5 66 . 9990 :6000: 96 9 MANUFACTURING LOCATION: 1. Little Rock,AR. 2. Shakopee,MN 3. Hangzhou, China 4. Silvassa,India 5. Shreveport,LA NOA No.: 14-1028.02 MIAMI•pADE COUNTY APPROVED— Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 3 of 9 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Momentum Technologies,Inc. AX31G8D ASTM D4601 09/05/08 AX31G8G ASTM D6222 06/05/09 i TrinitylERD 3530.12.05-1-R1 ASTM D1623 10/05/09 3523.03.05-R2 ASTM D1623 01/12/10 C32240.03.10 ASTM D4977 03/04/10 C3500.04.10 TAS 103 04/01/10 C31860.05.10 ASTM D1623 05/18/10 C30280.12.09-R2 ASTM D226 12/11/09 C31410.10.10-R1 ASTM D5147.ASTM D4798 11/02/12 C30890.03.10-1 ASTM D1970 03/17/10 C40050.09.12-2 ASTM D1970 09/28/12 C34940.09.11-R1 TAS 103,ASTM D1623 10/04/11 C32930.01.11-R2 ASTM D1623 69001/20/14 C45240.01.14-1 ASTM D1970,TAS.110 •.,,pZ/15/1 ,,,,, C45240.01.14-2 TAS 103,TAS-1110: +..01/24/14 .' .....+ .. . ...... PRI Construction Materials CTC-075-02-01 ASTM D1'6'Y'• • 10/07/1 ,,,,; Technologies,LLC CTC-075-02-01 TAS IN.****- U/07/1`1 CTC-093-02-01 ASTM D6164,ASTM A4798 „::*.*08/09/11.*:**- CTC-189-02-01 ASTM DVin.' •..•,1.1/18/1,3,,,,, CTC-163-02-01 ASTM D6757,A6Of•D226, + 05/09/13 ASTM D4869 . InterTek Testing Services Ltd. 10103165000Q-002C ASTM DM .*0:%8/13/1.3 ' 101227796COQ-003C ASTM D4798 08/13/13 10103165000Q-005C ASTM D4869 08/13/13 NOA No.: 14-1028.02 MIAMI DAD,COUNTY Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 4 of 9 APPROVED ASSEMBLIES: Deck Type 1: Wood,Non-insulated Deck Description: 19/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened to deck. Anchor Sheet: (4:12 or Above)One or more plies of Diamond Deck with a minimum 4"headlap and a 6"end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll. (2:12 to<4:12)One or more plies of Diamond Deck with a minimum 20"headlap and a 12" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll. Vertical joints should be offset 36"minimum. •... . 0000 0000.0 Surfacing: Shall be acceptable for use in approved asphaltic shingles,wood shaia ehingle%,.Iuarry •• slate,and metal roof applications.Must Comply with applicable RoofmApplicatiem Standards..:. and Building Codes 0000000 0 . 0000 0000 :0000: 0000 .... 0 0 00 0 0000. .. .. 0000. Deck Type 1: Wood,Non-insulated **ago: .. •••�• . l9 Deck Description: /32 n 0000.. •or greater plywood or wood plank • System E(2): Anchor sheet mechanically fastened to deck. :""' . . 00.000 .. 0000 . . Anchor Sheet: (4:12 or Above)Two plies of Roofers' Select with a minimum 2"headlap and a 6"end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge and in a grid pattern spaced 12"o.c. in the field of the roll. (2:12 to<4:12)Two plies of Roofers' Select with a minimum 19"headlap and a 12"end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge and in a grid pattern spaced 12"o.c. in the field of the roll. Vertical joints should be offset 72" minimum. Surfacing: Shall be acceptable for use in approved asphaltic shingle applications. Must Comply with applicable Roofing Application Standards and Building Codes NOA No.: 14-1028.02 MIAMFQADE COUNTY ... , Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 5 of 9 Deck Type 1: Wood,Non-insulated Deck Description: 19/32" or greater plywood or wood plank System E(3): Anchor sheet mechanically fastened to deck,membrane adhered. Anchor Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4"headlap and a 6"end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll. Membrane: One or more plies of Flintlastic GTA torch applied to anchor sheet or WinterGuard HT, WinterGuard Granular,WinterGuard Sand,MetaLayment,DryRoof TU or Black Diamond Base Sheet self-adhering membrane adhered to the anchor sheet with a minimum 3"headlap and 6"end lap. Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact.Remove the release membrane as the membrane is applied. Vertical strapping of the membrane is acceptable. If membrane is strapped,then anchor sheet must also ••.• be strapped. . . 0000 0000.. .. 0000 . Surfacing: Shall be acceptable for use in approved asphaltic shingles,wood shakos,&shingles,e4ukry slate, and metal roof applications.Must Comply with applicable Rodfh?gikpplication*Standards and Building Codes .••••. *6086 0 0000.. 00000 0000 00000 000.. .. 0000. .. .. .. . 0000.. 0000.. • • 0000.. 0000.. .. 0000 NOA No.: 14-1028.02 MIAMNDADE COUNTY MEMO Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 6 of 9 Dck Type D1: Wood,Non-insulated eck Description: 19/32" or greater plywood or wood plank System E(4): Anchor sheet mechanically fastened to deck,membrane adhered. Anchor Sheet: One ply of ASTM D 226 Type II organic felt or All Weather/Empire Base mechanically attached with a minimum 4"side lap and a minimum 6"end lap.Anchor sheet shall be appli at a right angle(900)to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c.at the side lap edge and in a grid pattern spaced 12" o.c. in\ the field of the roll of the base sheet. Ply Sheet: (Optional)One or more plies of an ASTM D226 ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One ply of Flintlastic GMS adhered in a full mopping of Type IV asphalt applied w,}11�1 the EVT range and at a rate of 20-40 lbs./sq.or Flintlastic GTA torch applied io the pfPgg4ftg sheet.., or DryRoof TU, Flintlastic SA Cap,self-adhering membranes adhered to tl a pre oadixgsheet with a minimum 4"side lap and 6"end lap.Place the first course of 1ht"i fftne pa iHel t)the ••••�. eave,rolling the membrane to obtain maximum contact. Remove the is'e181re membrahe as the; membrane is applied. Vertical strapping of the membrane is acceptabf If @nembl;i:*`1`s. 1• strapped,then anchor sheet and ply sheet must also be strapped. • •• . •..• When used in Tile roof systems the cap sheet shall be back nailed to deek4vith approved . annular ring shank nails and tin caps at a maximum of 12"o.c. at the`side l;ps and 6' (P.c. at thea...o. end laps. No nails or tin caps shall be exposed. age 00• • s o Surfacing: •Flintlastic SA Cap,Flintlastic GTA,Flintlastic GMS and DryRoof TU may be used with any approved roof tile system mechanically fastened as specified in their current NOA. •Flintlastic SA Cap,Flintlastic GTA,Flintlastic GMS and DryRoof TU may be used with any approved roof tile system adhered as specified in their current NOA using any foam adhesive listed and having a current tile adhesive NOA approval. Must comply with appropriate Roofing Application Standard RAS 118,RAS 119,RAS 120 and applicable Building Codes. ABELING: All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,'city, state and the following statement: "Miami-Dade County Product Control Approved"or the Miami-Dade Co my Product Control Seal as shown below. MIAMI•DADE COUNTY NOA No.: 14-1028.02 IAPPROVEDI MIAM�•DADE BOUNTY Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 7 of 9 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 material. LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. CertainTeed underlayment roofing systems utilizing Flintlastic GTA, WinterGuard HT, WinterGuard Granular, WinterGuard Sand, Diamond Deck,MetaLayment,DryRoof TU or Black Diamond Base Sheet as a cap membrane shall be acceptable for use in asphaltic shingles, wood shakes, & shingles, quarry slate, and metal roof applications. CertainTeed underlayment roofing systems utilizing Roofers' Select shall be acceptable for use in asphaltic shingles. 3. CertainTeed underlayment roofing systems utilizing DryRoof TU, Flintlastic SA Cap, Flintlastic GTA or Flintlastic GMS as a cap membrane shall be acceptable for use in foam adhesive set and mechanicailyfastened roof tile systems as specified in the surfacing option of the approved assemblies. 000 sees •••••• 4. This acceptance is for prepared roofing applications. Minimum deck requirements s43 1.,p,in co�lrrarxe with applicable building code. CertainTeed underlayment roofing systems shall be installed.i�:guict compliance with applicable Building Code. 000000 sees..sees . 5. CertainTeed underlayment roofing systems membranes shall be applied to a smooth, cfdah!and dry•sl face with;••• deck free of irregularities. sees.. es . sees. es se e. . ..sees 6. CertainTeed underlayment roofing systems membranes shall not be applied over an exiisgngeroof merr�brane as a •• recover system but may be applied over an approved roofing Base/Anchor sheet underlayment; . . ..ee,. Osseo. 7. WinterGuard HT, WinterGuard Granular, WinterGuard Sand, Black Diamond Base Sheep,.Flintlastic SA C* ... MetaLayment, Diamond Deck, Flintlastic GMS, and Flintlastic GTA shall-not be left exposed as a 01**o*nary roof for longer than 180 days of application. DryRoof TU and Roofers' Select shall not be left exposed as a temporary roof for longer than 30 days after application. 8. CertainTeed underlayment products may be used with any approved roof covering Notice of Acceptance listing CertainTeed underlayment products as a component part of an assembly in the Notice of Acceptance. If CertainTeed underlayment products are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or Miami-Dade County Product Control for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance, and fire testing results. 9. 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. 10. 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. 11. Roll or broom the entire membrane surface so as to have 100% contact with the surface,giving special attention to overlap areas. 12. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 13. The maximum roof slope for use as roof tile underlayment for direct-to-deck tile assemblies shall be as follows: (Limitations noted below are a result of the tile stacking/tile loading performance and do not reflect to that of the underlayment. See Table Below) NOA No.: 14-1028.02 MIAM nnuecouN7Y Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 8 of 9 LIMITATIONS: Tile Profile Flintlastic GMS' Flintlastic SA Cap' DryRoof"'TU' Flintlastic GTA' Flat Tile 4:12 6:12 6:12 6:12 Profiled Tile 4:12 5:12 6:12 6:12 'The following is applicable to all systems using and Flintlastic GMS: •Slopes up to 4:12—Stage by placing two tiles perpendicular to the slope followed by maximum four tiles on top parallel to the slope for a total of 6 tiles. (Illustrated in Figure 1 below). @Slopes greater than 4:12—Horizontal batten strips are required. Stage tiles touching horizontal battens; a maximum of 10 tiles shall be stacked parallel to the slope(See Figure 2 below). 2The following is applicable to all systems using Flintlastic SA Cap: *Slopes up to 5:12,Profiled Tile—Stage by placing two tiles perpendicular to the slope followed by maximum four tiles on top parallel to the slope for a total of 6 tiles. (Illustrated in Figure 1 below). *Slopes greater than those shown in the above table—Horizontal batten strips are required. Stage tiles touching horizontal battens; a maximum of 10 tiles shall be stacked parallel to the slope(See Figure 2 below). •000 'The following is applicable to all systems using DryRoof'TU and Flintlastic GTA: 9 •.' 0 0 0.' 0000•. •Tiles shall be stored on battens on roof pitches greater than 6:12". 00 0 0669 • 000060 00.0 . 0000.. . 0.0000 . 0 0 660600 0000 •6.60• 0000. 0000 .. 0000. ...6 66•.• . Slope Slope 00'00' go -.0000 r.. • •. 0000.• 000000 0000•• fw Side View Figure 2: Batten Method Front View _ _ I Front Figure l: Staged Method, View Figure 2: Batten Method END OF THIS ACCEPTANCE NOA No.: 14-1028.02 MiAMI-DaoecExpiration Date: 11/24/19 Approval Date: 06/04/15 Page 9 of 9 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) -*vww.miamidade.gov/econoiny Eagle Roofing Products LLC 1575 East C.R.470 Sumterville,FL 33585 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (in Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the amepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediat4ly r4Vpke,mMfy,or •••o:0 suspend the use of such product or material within their jurisdiction. RER reserves the right fo rev'oke tbig Udeptance, •, if it is determined by Miami-Dade County Product Control Section that this product or mateFa1faoi�ls to meet the """ requirements of the applicable building code. 6 6 0 0 8 0 .666 6 6 This product is approved as described herein, and has been designed to comply with the Flo'ridaOutilding C;A�v e e 6 6 including the High Velocity Hurricane Zone of the Florida Building Code. •6.0 6. 0004,00 0 0:0 66 66 66 6 666666 DESCRIPTION: Bel Air,Bel Air Double Eagle,Ponderosa,Ponderosa Double Eagle,;Gokjen Eagle ' • 6666.6 Low Profile Concrete Tiles •••••• . 6 666666 .. 6666 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state anal�oll©wing 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#12-0430.04 and consists of pages 1 through 10. The submitted documentation was reviewed by Gaspar J Rodriguez. Z>, �y a NOA No.:15-0223.18 MIAMMADECOUNTY " lA ® ,� � Expiration Date: 10/05/16 N ti Approval Date: 09/24/15 Page 1 of 10 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL and 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 Bel Air Concrete Tile L= 17" TAS 112 Flat profile concrete roof tile equi�p�ied'with two W= 12 %4" nail holes. For adhekCtel,direct�ctet*k or Thickness=I/�" battened nail-on applicztio s. 0000.. Bel Air Double Eagle L= 17" TAS 112 Flat profile concrete jteftie equipppar}with two00: Concrete Tile W= 12 1/4" nail holes. For adhesi ?et,direct deck or •• •• Thickness= 11/2" battened nail-on apptic of oras. '•••• 00 0 0000:0 0000.. • Ponderosa Concrete Tile L= 17" TAS 112 Flat profile concrete roof t:e wit$slat;finish... W= 12 1/4" equipped with two nail holes. Fo'r'a'dhetive set, Thickness= '/Z" direct deck or battened-;Aon aVi actions. :**0*:00' 0 Ponderosa Double Eagle L= 17" TAS 112 Flat profile concrete roof tile with shake finish Concrete Tile W= 12 11/4" equipped with two nail holes. For adhesive set, Thickness=%2" direct deck or battened nail-on applications. Golden Eagle Concrete L= 17" TAS 112 Flat profile concrete roof tile brushed finish Tile W= 12 1/4" equipped with two nail holes. For adhesive set, Thickness= '/Z" direct deck or battened nail-on applications. Trim Pieces L=varies TAS 112 Accessory trim, clay roof pieces for use at hips, W=varies rakes,ridges and valley terminations. varying thickness Manufactured for each tile profile. NOA No.:15-0223.18 MuuYtNnaoecouNr�r Expiration Date: 10/05/16 PPROVED Approval Date: 09/24/15 Page 2 of 10 2.1 EVIDENCE SUBMITTED: Test A2ency Test Identifier Test Name/Report Date PRI Asphalt Technologies ERPF-001-02-01 TAS 112 Aug. 2006 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108 (Nail-On) Redland Technologies P0402 Withdrawal Resistance Testing of screw vs. Sept. 1993 smooth shank nails Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108(Nail-On) Redland Technologies P09647-01 Wind Tunnel Testing Aug. 1994 TAS 108 (Mortar Set) *sees* The Center for Applied 94-084 Static Uplift Testingerr •r :1Viay 1994""f' • • s Engineering,Inc. TAS 101 (Mortar Set)...... •ee• : s • The Center for Applied 25-7094-(2,5,&8) Static Uplift Testing ""'• Ott. 1994 Engineering,Inc. TAS 102 .s• e. .0000•*Foe;. •0, e e s• The Center for Applied 25-7183-(5 thru 6) Static Uplift Testing •••••, .Feb. 1995.,;,,' Engineering, Inc. TAS 102 •• •• •• • ...... The Center for Applied 25-7214-(1, 5 ,&8) Static Uplift Testing :e e• Marrch, 1991.•::r Engineering, Inc. TAS 102 ...... The Center for Applied 25-7487-2 Static Uplift Testing " ' .' b, 1995• • Engineering, Inc. TAS 102 " The Center for Applied 25-7496-(1 &4) Static Uplift Testing Dec. 1995 Engineering, Inc. TAS 102 The Center for Applied 25-7804-6 Static Uplift Testing Sep. 1996 Engineering, Inc. TAS 102 Celotex Corporation Testing 520109-1 Static Uplift Testing Dec. 1998 Service 520111-4 TAS 101 Celotex Corporation Testing 520191-1 Static Uplift Testing March 1999 Service TAS 101 Walker Engineering,Inc. Calculations Aerodynamic Multiplier Sep. 2006 Walker Engineering,Inc. Calculations Restoring Moments Due to Gravity Sep.2006 NOA No.:15-0223.18 ht�e►r un�we coutrrtr Expiration Date: 10/05/16 Approval Date: 09/24/15 Page 3 of 10 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 Applicajions.Standar�0s0l0Vt00 cd ....•• section 4.1 herein. • .. 0000 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roo€slope unPesc stated ...... otherwise by the underlayment material manufacturers published literature. •••••• 0 9 • 0000.. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall bg1ft',lnplia4C( With • ..09 0000 0000. applicable Building Code. 0 09.60. 000000 09966 .. .. 6000 0000.. 4 INSTALLATION: 0000.. . .' . . 4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, P9nderosgo3i4ble Eagfe Flat Concrete Roof Tiles and its components shall be installed in strict compliancls.wfth;Roofln&Applicatibh•.•; Standard RAS 118,RAS 119 and RAS 120. •..• 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W(lbf) Length-1 (ft) Width-w (ft) Bel Air, Bel Air Double Eagle, 11.4 1.42 1.03 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Table 2: Aerodynamic Multipliers -JA (ft3) Tile Profile A (ft3) A(ft3) Batten Application Direct Deck Applicata n Bel Air, Bel Air Double Eagle, 0.301 0.278 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile NOA No.:15-0223.18 APPROVED rt�wr�NnAoe coutvTtr Expiration Date: 10/05/16 Approval Date: 09/24/15 Page 4 of 10 Table 3: Restoring Moments due to Gravity- M9 (ft-lbf) Tile 3":12" 4":12" 5":12" 6":12" Greater than Profile 7':12" Bel Air, Bel Air Battens /Dire6t Battens Direct Battens Direct Battens Direct Battens Direct Double Eagle, Deck I Deck Deck Deck Deck Ponderosa, 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Golden Eagle, 0.0. Ponderosa 00 0 ... .. Double Eagle •• 0 000 Flat Tile 000.0• •0 ••• •• 000000 0 0 • 0000.. Table 4: Attachment Resistance Expressed as a Moment - Mf(6i&O 0.0.0 4, • 0 0 0 • for Nail-On Systems 000000 00 0 0 0 0 Tile Fastener Type Direct Deck Direct NE:, 0hattens 00. Profile (min 15/32" plywood) (min. 19/32" p4fwbcW) . . 000 00 Bel Air, Bel 2-10d Ring Shank Nails 30.9 38.1 : 17.2 ;.. .; Air Double 1-10d Smooth or Screw 7.3 9.8 a •00:049 ' Eagle, Shank Nail 00 0 Ponderosa, 2-10d Smooth or Screw 14.0 18.8 7.4 Golden Shank Nails Eagle, 1 #8 Screw 30.8 30.8 18.2 Ponderosa 2#8 Screw 51.7 51.7 24.4 Double 1-10d Smooth or Screw 24.3 24.3 24.2 Eagle Flat Shank Nail Field Clip) Tile 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip) 2-10d Ring Shank Nails' 50.3 65.5 48.3 1. Installation with a 4" tile headlap and fasteners are located a min. of 2'/2"from head of tile. NOA No.:15-0223.18 Mwr�HnAueCOUNrr Expiration Date: 10/05/16 Approval Date: 09/24/15 Page 5 of 10 Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Bel Air, Bel Air Double Eagle, Adhesive' 31.32 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile .... 1 See manufactures component approval for installation requirements. . . •....• 00 :0 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. .. .0:a 3MTm 2-Component Foam Roof Tile Adhesive AH-160 Average weight per patty8 rams•••••• �.•• : ... :. ...... Table 6: Attachment Resistance Expressed as a Moment - M•ift=14 .•'••. •• ... .... ... . for Single Patty Adhesive Set Systems • ...... .. . ... . Tile Profile Tile Application •1Whflmum Attaehmertt•• ;• :":•:Resistafice Bel Air, Bel Air Double Eagle, 3MTM 2-Component Foam Roof Tile Adhesive AH-160 s" Ponderosa, Golden Eagle, 3MTM 2-Component Foam Roof Tile Adhesive AH-160 0 �: Ponderosa Double Eagle Flat •• Tile 3 Large paddy placement of 45 grams of Pol ProTm. 4 Medium paddy placement of 24 grams of Pol ProTm. Table 7: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Mortar Sets 43.9 Eagle, Ponderosa Double Eagle Flat Tile 5 Tile-Tite Roof Tile Mortar. NOA No.:15-0223.18 Mwr��oanecou�tr�r Expiration Date: 10/05/16 Approval Date: 09/24/15 Page 6 of 10 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami-Dade County Product Control Approved". . . .... 0.10.0 1.1�•• •0 ••• Y •s••i• ®kAGLE •100•• • • • 0000•• 0000 0000 • • • • • 1 0000 0000 00.0• FLORIDA ' • • • s • • •• •• •0 • ••e••• • 0000•• • • • • :000:9 000••• 0000•• 0 (LOCATED ON UNDERSIDE OF TILE) • • • • • • • • 0000•• OR •• • EAGLE FL (LOCATED ON FRONTSIDE OF TILE) BEL AIR,BEL AIR DOUBLE EAGLE,PONDEROSA,GOLDEN EAGLE,PONDEROSA DOUBLE EAGLE CONCRETE ROOF TILE LABEL,SUMTERVILLE PLANT 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by AHJ or applicable Building Code in order to properly evaluate the installation of this system. NOA No.:15-0223.18 rnaatnagecOUNT r Expiration Date: 10/05/18 Approval Date: 09/24/15 Page 7 of 10 PROFILE DRAWING ..air �b r L� aa V7 e gym_ 12V- 000 2V- 0000 • • 0000 0000•0 •• • 0000 • • • • 0 0000•• •• • 00.009 BEL AIR • 000.0• • . • 00.00• 0000 •.•• • 6 • • • • 0000 0000 ••..• .0000• •. • 0000• • 0 . 0 •• s• •• • 0000•• • ••6••• • • 6066•• m' • 6 6 • • 90969 •• • 1�7Hi 5 - PHI ee4 123 i BEL AIR DOUBLE EAGLE NOA No.:15-0223.18 MuaMwAne couw7�r Expiration Date: 10/05/16 Approval Date: 09/24/15 Page 8 of 10 a - § �' 17 Eli PONDEROSA 0000 • • 0000 0690•0 •• • 6 06900:0.0 9 ••.s9• 0000•• • 060.6• • • • . . 0000 0000 •••66• • • • • 0000 0000 9••00 • • 9••9.• .• • 0000• •• •• •• • 0.00.0 ••.0•• • . • • s • • • • • 00.0000 0 • '� • • . Xg p d PONDEROSA DOUBLE EAGLE NOA No.:15-0223.18 M�4rtttt=cout�rtt Expiration Date: 10/05/16 JAPPROVEDI Approval Date: 09/24/15 Page 9 of 10 1 112 NI • • •••• ••••s• •o.• • • • GOLDEN EAGLE ••••.• ;....; •••• •••• • • END OF THIS ACCEPTANCE •.��•, •.;••• i • . . • *Soo** .. . ...... • • ...,,.. 90 0 NOA No.:15-0223.18 Mu �•ne►�e COUNTY Expiration Date: 10/05/16 Approval Date: 09/24/15 Page 10 of 10