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RF-16-1733
Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number Expiration: 01/15/2017 Applicant 1700 NE 105 Street Miami Shores, FL 1122300500001 Block: Lot: SHORES CONDOMINIUM Owner Information Address Phone Cell SHORES CONDOMINIUM 1700 NE 105 ST MIAMI SHORES FL 33138 Contractor(s) Phone ROOFING CONCEPTS UNLIMITED (954)786-9350 Cell Phone Valuation: $ 175,880.00 Total Sq Feet: 28200 Type of Work: Re Roof Additional Info: Classification: Commercial Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Amount $105.60 $14.25 $14.25 $35.20 $950.00 $12.00 $140.80 Total: $1,272.10 Pay Date Pay Type Invoice # RF -6-16-60290 07/19/2016 Check#: 16466 $ 1,222.10 $ 50.00 06/22/2016 Check #: 16395 $ 50.00 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: Tin Cap Final Roof Roof in Progress Renailing Affidavit Review Roof Review Roof Review Roof Review Mechanical 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 certify that all the foregoing information is accu construction and zoning. Futhermore, I authorize the above-named all work will be done in compliance with all applicable laws regulating ork stated. Authorized Signature: Owner / Applicant / Contrac'�''` / •ent Building Department Copy July 19, 2016 Date July 19, 2016 1 BUILDING PERMIT APPLICATION Miami Shores Village Building Department RECEIVED J N2`.12016 BY: ..� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 L.)� FBC 201 -1 Master Permit No.RF ( € (13-7 Sub Permit No. BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: City: Folio/Parcel#: Iloo we tot -44 st ❑ CHANGE OF CONTRACTOR ❑ CANCELLATION ❑RENEWAL ❑ SHOP DRAWINGS Miami Shores u•ZZAo- OSo -oao County: Miami Dade Zip: 33 t ? Occupancy Type: Load: Construction Type: Is the Building Historically Designated: Yes NO Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 'f1.Q Slnera.s. Ga �►a o PS;S oc It/ c, Phone#: 3 C • $'''t 3 • (q 7Y / Address: 1 1 c N E. 10 �t' S1 City: r`fltp.rvt S(rorc5 State: F) Zip: al43.11 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: -R.do F:..S �o,aCAI 't Phone#: S q •Ws to '9I"3Sv Address: t 20 OW 41 S -t City: Coro` S(i]/:.ats Qualifier Name: (1 c3" - Pcob State: zip: alo Phone#: State Certification or Registration #: C-(flt (o� Certificate of Competency #: DESIGNER: Architect/Engineer: N 113 Phone#: Address: City: State: Zip: .•4 Value of Work for this Permit: $ 17 f, V b0 00 ' \ Square/Linear Footage of Work: 7-st, -?_,=.0 Type of Work: ❑ Addition ❑ Alteration New ❑ Repair/Replace ❑ Demolition Description of Work: a ri+a ve c v t , Q� 4.k_Q Zs( 2.�� Set <-4 f "-P.4, Specify color of color thru tile: Submittal Fee $ 5'C/ZPermit Fee $ t ) CCF $ Ing -60 co/cc$ XJ Scanning Fee $ h " 00 Radon Fee $ S DBPR $ Notary $ Technology Fee $ 1 1I . 90 Training/Education Fee $ 05 Double Fee $ . w 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 not be approved and a reinspection fee will be charged. I ,s Sf a, dee. p 604/47O dfl/d f 1 ve Signature- Signature e -f4 -s s4,40.0...../ porats,ide„r! OWNER or AGENT / CONT The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of .J v , 20 I b , by day of v NQ_ , 20 10 , by x CNe,rk..Q,S SAn►That. S , who is personally known to c...A . Tiacoib't,U, who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: MICHAEL LEVINE MY COMMISSION #FF007103 EXPIRES: JUL 01, 2017 Bonded through 1st State Insurance ****************************** identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: MICHAEL LEVINE MY COMMISSION #FF007103 EXPIRES: JUL 01, 2017 Bonded through 1st State Insurance ************************************************************* APPROVED BY Plans Examiner Zoning ,3„,‘1(4''' Miami Shores Viiiage Building Department CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 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. BUSINESS NAME: -Re o C C,, N Q-t43+s BUSINESS ADDRESS: U1 Za Nl s°4 CITY cc,r0-1%r1"-%1*S' STATE 1=1 ZIP BUSINESS PHONE: (�' ) ,.5CG' 93s-� FAX NUMBER (gSy ) 1 iK9 -Q3S1 CELL PHONE ( ) QUALIFIER'S NAME: ' `-t' Q1 7-1-14 G d6oz Z QUALIFIER'S LIC NUMBER: 03Cea�3 VGrMink 11YiG1\ 1 VI 1.4VVI11160.1V i'r iJ r1106/1-G4Ji71V111A1.. 1%.1..1•61,vr.r%11v1• CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 JACOBAZZI, MICHAEL J ROOFING CONCEPTS UNLIMITED/FLORIDA INC 11820 NW 41ST STREET CORAL SPRINGS FL 33065 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to -department newsletters and leam more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE RICK SCOTT, GOVERNOR (850) 487-1395 $ ,..,,'�-�o,,.•��, ; .�. �,<�.:x.. ��..� ,ems-, �F,��s� KEN LAWSON, SECRETARY ISSUED: 06/24/2014 DISPLAY AS REQUIRED BY LAW SEQ # L1406240001066 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831.4000 VALID OCTOBER 1, 2015 THROUGH SEPTEMBER30, 2016 DBA: Receipt #:ROOFING/SHEET METAL CONT • Business Name: ROOFING CONCEPT UNLIMITED FLORIDA Business Type: INCyp (ROOFING CONTRACTOR) Owner Name: MICHAEL J JACOBAZZI /QUAL Business Location: 11820 NW 41 ST CORAL SPRINGS Business Phone: 954-78.6-L9366 Rooms Seats Business Opened:12/01/1992 State/Cdunty/Cert/Reg:Ccc 036963 Exemption Code: Employees`.` 35 Machines . Professionals Number of Machines: For vending Business Only . \/....diw.. T..sw. Tax Amount Transfer Fee N Pei Penalty Prior Y rs Collection Cost Total Paid 108.00 0.00' p. `0 .6.:o o 0 00 ````' 0.00 108.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: ROOFING CONCEPT UNLIMITED FLORIDA 11820 NW 41 ST CORAL SPRINGS, FL 33065 2015 - 2016 Receipt #1CP-14-00017223 Paid 07/22/2015 108.00 07/21/2015 Effective Date ® ACRECERTIFICATE OF LIABILITY INSURANCE DATE )mal/2o� THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Frank H. Furman, Inc. 1314 East Atlantic Blvd. P. O. Box 1927 Pompano Beach FL 33061 CSE CT Cheryl Stipp PHONE Exp (954) 943-5050 (ac.No): (954)943-5417 E-MAIL ADDRESS: the l@furmaniasuraace.com INSURER(S) AFFORDING COVERAGE NAIC # INsuRERA:Indian Harbor Insurance Co 36940 INSURED Roofing Concepts Unlimited/FL Inc., Roof Doctors South Florida Inc 11820 N W 41 Street Coral Springs FL 33065 INSURER BOhio Security Insurance Co 24082 INSURER C:American Guarantee & Liability Ins 26247 INSURER D:Bridged ield Employers Ins Co 10701 INSURERE: $ 50,000 INSURERF: COVERAGES CERTIFICATE NUMBER:May 2016 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL IVSD SUBR WOMITS VD POUCY NUMBER POLICY EFF (MMIDD/YYYY) POLICY EXP (MM(DD/YYYYI A X COMMERCIAL GENERAL LIABILITY 830300036602 5/21/2016 5/21/2017 EACH OCCURRENCE $ 1,000,000 PRS(RENTED TO PREEMIMIESES (Eaaoccurrence) $ 50,000 CLAIMS -MADE X OCCUR X Contractual & XCU MEDEXP(Anyoneperson) $ Excluded PERSONAL &ADV INJURY $ 1,000,000 GEN'L AGGREGATE POUCY OTHER: X LIMIT APPLIES JECT PER: LOC GENERAL AGGREGATE $ 2,000,000 PRODUCTS-COMP/OPAGG $ 2,000,000 OTH1 $ B AUTOMOBILE X X LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS X SCHEDULED AUTOS NON -OWNED AUTOS BAS1656476840 3/29/2016 3/29/2017 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ Uninsured motorist combined $ 1, 000, 000 c X UMBRELLA LIAB EXCESS LIAR X OCCUR CLAIMS -MADE AUC017855201 6/19/2016 5/21/2017 EACH OCCURRENCE $ 5,000,000 AGGREGATE $ 5,000,000 DED RETENTION$ 0 $ D WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y 1 N N N / A 83025385 8/24/2015 8/24/2016 X PER STATUTE OTH- ER EL EACH ACCIDENT $ 1,000,000 E.L. DISEASE -EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POUCY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) Roofing Contractor State License Number: CCC036963 CERTIFICATE HOLDER CANCELLATION 9549687142@efaxsend.com Miami Shores Building Department 10050 NE 2nd Ave. Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Dirk DeJong/CS ACORD 25 (2014101) 1NS025 (7014811 © 1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Detail by Entity Name FLO R. IDA • .)YPA1.71V1 ENT OF, STATE IV'lSTON OF., CoR..pol., . !O.\5 Detail by Entity Name Page 1 of 3 Florida Not For Profit Corporation THE SHORES CONDOMINIUM, INC. Filing Information Document Number 707621 FEI/EIN Number 59-1095398 Date Filed 07/21/1964 State FL Status ACTIVE Last Event AMENDMENT Event Date Filed 06/27/2012 Event Effective Date NONE Principal Address 1700 NORTHEAST 105TH STREET MIAMI, FL 33138 Changed: 04/22/2000 Mailing Address 1700 NORTHEAST 105TH STREET MIAMI, FL 33138 Changed: 04/22/2000 Registered Agent Name & Address JARA & ASSOCIATES, PA 19 W. Flagler St. Suite 504 MIAMI, FL 33130 Name Changed: 01/27/2012 Address Changed: 01/25/2015 Officer/Director Detail http://search. sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 6/22/2016 Detail by Entity Name Page 2 of 3 Name & Address Title Treasurer STUBBS, PATRICIA 1700 NE 105 ST #211 MIAMI SHORES, FL 33138 Title P SAMMONS, CHARLES 1700 NORTHEAST 105TH STREET #301 MIAMI, FL 33138 Title Secretary SWAN, ROBERTA 1700 NE 105 ST #111 MIAMI, FL 33138 Title VP RAJO, PEDRO 1700 NE 105 ST #111 MIAMI, FL 33138 Title VP Benavides, Jorge 1700 N.E.105 St #409 Miami Shores, FL 33138 Annual Reports Report Year Filed Date 2014 04/02/2014 2015 01/25/2015 2016 03/18/2016 Document Images 03/18/2016 -- ANNUAL REPORT 01/25/2015 -- ANNUAL REPORT 04/02/2014 -- ANNUAL REPORT 03/31/2013 -- ANNUAL REPORT View image in PDF format View image in PDF format View image in PDF format http://search. sunbiz.org/Inquiry/Corporations earch/SearchResultDetail?inquirytype=Entity... 6/22/2016 Detail by Entity Name 06/27/2012 02/09/2012 01/27/2012 01/19/2011 09/27/2010 05/04/2010 10/14/2009 06/15/2009 04/30/2009 04/25/2008 09/18/2007 04/27/2007 05/01/2006 05/04/2005 04/19/2004 04/28/2003 01/25/2002 05/14/2001 04/22/2000 02/26/1999 04/14/1998 03/04/1997 03/18/1996 06/14/1995 — Amendment — ANNUAL REPORT -- Reg. Agent Change -- ANNUAL REPORT - Reg. Agent Change -- ANNUAL REPORT - - Reg. Agent Change -- Req. Agent Change - - ANNUAL REPORT -- ANNUAL REPORT - - Reg. Agent Change -- ANNUAL REPORT - - ANNUAL REPORT - - ANNUAL REPORT - - ANNUAL REPORT - - ANNUAL REPORT - - ANNUAL REPORT -- ANNUAL REPORT -- ANNUAL REPORT - - ANNUAL REPORT -- ANNUAL REPORT - - ANNUAL REPORT - - ANNUAL REPORT -- ANNUAL REPORT View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format Copyright © and Privacy Policies State of Florida, Department of State Page 3 of 3 http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 6/22/2016 • .... • • • ••• .. .. • • • .. .. • • • • . • • • • • • • • • • • • • . • • • • • • • • • ... • ••• • ••• • .. • • • . .. •. . . .• . . •. .• . . .. The Shores - Base Bid :•:: • • ••• . • • ••• •• •• • • • •• •• •• • •• • • • • • • • • •...Pra'z.i• : • Report ••••. • • . • •• • • • • • • •• •••• •• The Shores - Walk Pads:Ii c}uded: : • •••• • •• ••• •• • 1 • SCctioit.Entire Job • PAC: 'f rQ tip? Board Alternate 7/6/2016 Page 1 Roofing Concepts Unlimited 11820 NW 41st Street Cora! Springs FL 33065 Phone: 954-786-9350 Fax: 954-786-9357 oi4.o Deck- LANt, 03),svr Sly'rck v4x B0.5\A;AD 4 2 IcNIE WALL M'UL /70 AM-tereo) ••••r. • !. A 1> • •• • • 9 •••• • • ••• •' • • • • •• •• • ••• ••• . •••• •••• • • • .• • • • • •••• • . • • . • •• •. • • • 1 a Concre\€ c\ecK T .- cu o hey\‘Aerei conete1'e �ec� 1-4ec wa a ,LP 04b CIS u.Ael 032 1-4\Ae/f- : :-'PuaPoY'��k.:..: • • • 0 • • • • • • •• • • •• •• • • •••• •••• • • • • •••• •••• • •• • ••• •••• • • • • •• • • • • • Q ..r b nOP C`nent o fc)11n 04w/rex. 1-b 7G e eJ T6 d 6 qaieceol 153 �1,) NA\letJ c rete kck. • •. • . • • • .••• . . p.... • . • o•••• • • • . • •.. •.•• • • ••• .••. . •• . . • • •.• .... • . •••. 0 . • r •• •.E••• o WALLS / CURBS (MASONRY/ CONCRETE SUBSTRATE ONLY) CONTINUOUS BEAD OF AP SEALANT OR HIGH GRADE SEALANT CONTINUOUS BEAD OF FIRESTONE WATERBLOCK APPROPRIATE FIRESTONE FASTENER 12" (305 mm) O.C. MAX. CONTINUOUS BEAD OF AP SEALANT OR ULTRAPLY TPO GP SEALANT APPROPRIATE FASTENER 12" (304.8 mm) O.C. MAX. METAL COUNTERFLASHING BY OTHERS 3" (76 mm) MIN. FACE (SEE NOTE #2 & #3) USE APPROPRIATE BASE TIE-IN ULTRAPLY TPO MEMBRANE ULTRAPLY TPO BONDING ADHESIVE NOTES: 1. REFER TO FIRESTONE WEBSITE FOR MOST CURRENT INFORMATION. 2. REGULAR MAINTENANCE OF COUNTERFLASHING AND SEALANTS REQUIRED. NOT INCLUDED AS PART OF THE FIRESTONE WARRANTY. 3. METAL COUNTERFLASHING SHALL BE 24 GAUGE PRE -FINISHED STEEL OR .032" MIN. ALUMINUM FORMED WITH HEMMED LOWER EDGE. 4. INSTALL METAL WORK IN ACCORDANCE WITH CURRENT SMACNA RECOMMENDATIONS. MASONRY AND CONCRETE WALLS / CURBS MUST BE WATERPROOFED AND MAINTAINED IN ORDER FOR ANY SURFACE MOUNTED TERMINATION TO BE EFFECTIVE MAXIMUM WARRANTY: 20 YEARS 'Firestone BUILDING PRODUCTS NOBODY COVERS YOU BETTER:"' www.flrestonebpco.com TERMINATION WITH SURFACE MOUNTED COUNTERFLASHING ULTRAPLY"" TPO ACCEPTABLE SYSTEMS: ALL ISSUE / REVISION DATE: 7/22/2014 NOT TO SCALE DETAIL NO. UT -T-5 . • • . . • . . • . . . • . •. ULTRAPLY TPO T-JIONT COVER OR ULTRAPLY TPO FLASHING (4" (102 mm) x 4" (102mm) MIN.) CENTERED OVER INTERSECTION. PLAN VIEW PIPE FLASHING OVER FIELD SEAM CONTINUOUS BEAD OF AP SEALANT OR HIGH GRADE SEALANT FIELD FABRICATED METAL HOOD BY OTHERS (OPTIONAL) FIRESTONE FASTENER AND HD OR HD PLUS SEAM PLATE AT 12" (305 mm) 0.C. MAX. (SEE NOTE #8) PRE -MOLDED ULTRAPLY . • IVO PIPE FLASHING • •••• . .. .••• • . • • .... •; •WEDDED SPLICE • , 2" (51 mm�Mi�Ja.: • • ULTI�AI� .Y TPO "." • • • • MitM�RRNE •' .... •. • .. __• . . •••• . .• . •. • . .• • •..• • • .••. • . SUBSTRATE CONTINUOUS BEAD OF ULTRAPLY TPO GP SEALANT STAINLESS STEEL CLAMPING RING (SEE NOTE #5) NOTES: 1. REFER TO FIRESTONE WEBSITE FOR THE MOST CURRENT INFORMATION. 2. REMOVE ALL EXISTING FLASHING, LEAD, ETC. PIPE SURFACE MUST BE FREE OF ALL RUST, GREASE, INSULATION, ETC. 3. PIPE MUST BE ANCHORED TO ENSURE STABILITY. 4. PRE -MOULDED PIPE FLASHING MAY BE CUT TO HEIGHT, BUT NO LOWER THAN REINFORCING RING (NO WRINKLES OR FOLDS UNDER CLAMPING RING). 5. APPLY GP SEALANT BETWEEN PENETRATION AND PRE -MOLDED PIPE FLASHING PRIOR TO INSTALLATION OF CLAMPING RING. REFER TO LS -9 FOR SEAM EDGE TREATMENT. 6. LARGE PRE -MOLDED PIPE FLASHING FITS 4" (102 mm) - 8" (203 mm) PENETRATIONS SIZES. 7. DO NOT USE WHEN SERVICE LINE TEMP. EXCEEDS 160°F. REFER TO UT -P-6 & UT -P-7. 8. FIRESTONE FASTENER AND HD SEAM PLATE REQUIRE FOR MAS ONLY. IF FASTENER CANNOT BE INSTALLED AS ILLUSTRATED, REFER TO DETAILS UT -P-15 & UT -P-16 ULTRAPLY TPO BONDING ADHESIVE (ADHERED SYSTEM ONLY) FIRESTONE INSULA 1 INSULATION SUBSTRATE MAXIMUM WARRANTY: 20 YEARS Vsreston. BUILDING PRODUCTS NOBODY COVERS YOU BETTER:" www.flrestonebpco.com PENETRATION WITH ULTRAPLY TPO SMALL PIPE FLASHING U LTRAPLYT" TPD ACCEPTABLE SYSTEMS: ALL ISSUE / REVISION DATE: 10/26/2013 NOT TO SCALE DETAIL NO. UT -P-2 •• •.� ` F.I i ESTI NEININSULATION de •..• • • .••. • . SUBSTRATE CONTINUOUS BEAD OF ULTRAPLY TPO GP SEALANT STAINLESS STEEL CLAMPING RING (SEE NOTE #5) NOTES: 1. REFER TO FIRESTONE WEBSITE FOR THE MOST CURRENT INFORMATION. 2. REMOVE ALL EXISTING FLASHING, LEAD, ETC. PIPE SURFACE MUST BE FREE OF ALL RUST, GREASE, INSULATION, ETC. 3. PIPE MUST BE ANCHORED TO ENSURE STABILITY. 4. PRE -MOULDED PIPE FLASHING MAY BE CUT TO HEIGHT, BUT NO LOWER THAN REINFORCING RING (NO WRINKLES OR FOLDS UNDER CLAMPING RING). 5. APPLY GP SEALANT BETWEEN PENETRATION AND PRE -MOLDED PIPE FLASHING PRIOR TO INSTALLATION OF CLAMPING RING. REFER TO LS -9 FOR SEAM EDGE TREATMENT. 6. LARGE PRE -MOLDED PIPE FLASHING FITS 4" (102 mm) - 8" (203 mm) PENETRATIONS SIZES. 7. DO NOT USE WHEN SERVICE LINE TEMP. EXCEEDS 160°F. REFER TO UT -P-6 & UT -P-7. 8. FIRESTONE FASTENER AND HD SEAM PLATE REQUIRE FOR MAS ONLY. IF FASTENER CANNOT BE INSTALLED AS ILLUSTRATED, REFER TO DETAILS UT -P-15 & UT -P-16 ULTRAPLY TPO BONDING ADHESIVE (ADHERED SYSTEM ONLY) FIRESTONE INSULA 1 INSULATION SUBSTRATE MAXIMUM WARRANTY: 20 YEARS Vsreston. BUILDING PRODUCTS NOBODY COVERS YOU BETTER:" www.flrestonebpco.com PENETRATION WITH ULTRAPLY TPO SMALL PIPE FLASHING U LTRAPLYT" TPD ACCEPTABLE SYSTEMS: ALL ISSUE / REVISION DATE: 10/26/2013 NOT TO SCALE DETAIL NO. UT -P-2 STRAINER BASKET COMPRESSION RING CONTINUOUS BEAD OF FIRESTONE WATERBLOCK (SEE NOTE #4) fl ULTRAPLY TPO MEMBRANE ULTRAPLY BONDING ADHESIVE (ADHERED SYSTEM ONLY) 1" MAX. (25 mm) 12"(305 mm) NOTES: 1. REFER TO FIRESTONE WEBSITE FOR THE MOST CURRENT INFORMATION. 2. HOLE IN MEMBRANE SHOULD EXTEND A MINIMUM OF 112" (13 mm) BEYOND CLAMPING RING AND SHOULD NOT BE SMALLER THAN THE DIAMETER OF THE LEADER PIPE. 3. INSULATION ADJACENT TO DRAIN TO BE APPROPRIATE FIRESTONE INSULATION WITH APPROPRIATE BONDING SURFACE. 4. FIRESTONE WATERBLOCK MIN 1/2 OF10 OZ. (295 ml) TUBE PER 4" DRAIN. USE ADDITIONAL WATERBLOCK FOR LARGER DRAINS. 5. IN REROOF APPLICATIONS: -REMOVE EXISTING FLASHING DOWN TO METAL BOWL. -REPAIR OR REPLACE BROKEN DRAINS COMPONENTS. -DRILL AND TAP BROKEN DRAINS BOLTS AND REPLACE IF NECESSARY. 1=03 mm:4111g.. J. ..s. SEE NODS. . . • Le FIRESTONE INSULATION FIRESTONE INSULATION SUBSTRATE SUBSTRATE SUMP AREA FIELD SEAM REQUIREMENTS. A. IF FIELD SEAM EDGE IS WITHIN 9" (229 mm) OF DRAIN COMPRESSION RING, TPO TARGET PATCH REQUIRED. B. IF FIELDS SEAM EDGE IS WITHIN 9" (229 mm) TO 18" (457 mm) OF DRAIN COMPRESSION RING, HEAT WELD A LAYER OF ULTRAPLY TPO FLASHING (UNSUPPORTED) OR ULTRAPLY TPO MEMBRANE CENTERED OVER SEAM EDGE. FLASHING MUST EXEND 3" (76 mm) MIN. BEYOND EDGE OF SUMP. MAXIMUM WARRANTY: 20 YEARS 'Firestone BUI�esG tone NOBODY COVERS YOU BETTER:" www _ restonebpco.com ROOF DRAIN ULTRAPLY'" TPO ACCEPTABLE SYSTEMS: ALL ISSUE / REVISION DATE: 7/22/2014 NOT TO SCALE DETAIL NO. UT -D-1 rLVR •1+ Florida Department of Environmental Protection Division of Air Resource Management NOTICE OF DEMOLITION OR ASBESTOS REN TYPE OF NOTICE (CHECK ONE ONLY): {4 ORIGINAL TYPE OF PROJECT (CHECK ONE ONLY): ❑ DEMOLITION IF DEMOLITION, IS IT AN ORDERED DEMOLITION? IF RENOVATION: IS IT AN EMERGENCY RENOVATION OPERATION? IS ITA PLANNED RENOVATION OPERATION? I. Facility Name Address i City ❑ REVISED ❑ RENOVATION ❑ YES ❑ YES ❑ YES MIAMI - COUNTY Miami -Dade DERM ent Division rt, 2nd Floor orida 33136 ❑ CANCELLATIONUN 1131 QI TESY Ifl ROOFING El NO ❑ NO ❑ NO Air Quality•• MlatiageGnent Division Fie#•• • •••• • • • Proctss• : • • • • • • • • •••• State Zip i County ` •••• Site + 1 Building Size Prior Use: Present Use: IL Facility Owner Address \ i City •• •• • • • • •• • • • • •• • Consultant Inspecting Site • • • • • •• •• • •• (Square Feet) # of Floors Building Age in Yeas• • • ❑ School/College/University ❑'Residence ❑ Small Business Other ; ' •• ❑ School/College/University 0 Residence (_. ❑Small Business Other . • L C. Phone(' •...)• f t , <, • • • • • • • • •••• • • • •• • • • L , • State Zip 7 -3 t 1 Contractor's Name C Phone Address 1 ''` City State F Is the contractor exempt from licensure under section 469.002(4), F.S.? Zip , , .:) t r ❑ YES "D NO IV. Scheduled Dates: (Notice must be postmarked 10 working days before the project start date) Asbestos Removal (mm/dd/yy) Start: Finish: ' f Demo/Renovation (mm/dd/yy) Start: V. Description of planned demolition or renovation work to be performed and methods to be employed, including demolition or renovation techniques to be used and description of affected facility components. Procedures to be Used (Check All That Apply): ❑ Strip and Removal ❑ Glove Bag ❑ Bulldozer • Wrecking Bali ❑ Wet Method ❑ Dry Method ❑ Explode ❑ Burn Down OTHER: VI. Procedures for Unexpected RACM: VII. Asbestos Waste Transporter: Name k C Phone ( ) Address City State f Zip VIII. Waste Disposal Site: Name Address IX. 1- MIAMI-DADE D_E R.M. City State t - + Zip AIR QUALITY MANAGEMENT DIVISION RACM or ACM: Procedure, including analytical methods, employed to detect the presence of RACM aniig4I'$9 elrt dthOkaiVf. Notification(s) Regarding asbestos have b ppo Amount of RACM or ACM* square feet surfacing material linear feet pipe cubic feet of RACM off facility components *Identify and describe surfacing material and other materials as applicable: submitted in Compliance with square feet cementitious mPiicable regulations. =�= square feet resit• nt flocrirtg, square feet aspl i I certify that the above information is correct and that an individual trained in the provisions of this regulation (40 CFR Part 61, Subpart M) will be on- site during the demolition or renovation and evidence that the required training has been accomplished by this person will be available for inspection during normal business hours. I have read and understood the additional information provided on the back of this form. (Print Name of Owner/Operatpr) (Signature of Owner/Operator) (Date) (Contact phone #) DERM USE ONLY Postmark/Date Received ID # 161_01-158 10/10 DISTRIBUTION: White-DERM Yellow -Applicant Pink -Reserve Gold -Reserve DISCLAIMER This "NOTICE OF DEMOLITION OR ASBESTOS RENOVATION" is required pursuant to the provisions of 40 CFR' 61 Subpart M and Rule 62-257.301, F.A.C. and must be submitted prior to any demolition or regulated asbestos abatement activity. This document is an Asbestos Notification only and is not a permit. This NOTICE OF DEMOLITION OR ASBESTOS RENOVATION does not constitute a waiver of or approval for any federal, state, county, or local permits that may be required for this facility. • •' ••. • • •••• •••• • • • • • . • • • • The state asbesit r secjpirements of the ,..44embottiQd it R • • • C to indltcatg, v 6y.1ai). If the notice •• . • • Check to indicate w If you checked information required the title of the perso of the order, and the If you checked on the form, the ow sudden, unexpected damage or an unrea please note that the ING REN VATION rreISI•prog uireGne is of s. 376.60 F.S., and the aboral Emi; oSnfds• �y,a ,� �. Pollutants (N F.A.C., are included on this form. therthi5 notice is an rrigi Vaiilktiiitio, a cancellatior%=or a isa"eevCon, please indicate which entries have been`cr%ang •.•. L ether;the prey e a m li �•' a�I Po s. emolitrder b n the form, the owner opera acting stattettothe ate'ordered to begin. A copy enavation,iissiit er!o vent, onthle financial bu otice i effective fo cal governmer e name of thi, ority for the agency so be attar enovation or demolition notice SNAP), 40 CFR Part 61, Subpart courtesy notice (i.e., not required d or added. t agency? If so, in addition to the agency ordering the demolition, to order the demolition, the date hed to the notification. f so, in a clition to the information required IgntSu rgenc occurred, the description of the -.: e co itions or would cause equipment renovation and it i a planned renovation operation, D 11 4��aTTcalendar year of January 1 through December 31. I. Complete the re the renovation or demolition is scheduled. Thi address will bei sift r °;: tor to locate the project site. Provide the name of the consultant r f , . that con.:' -d h . • - os/ins.ection. For "prior use" check the appropriate box to indicate whether the prior use of the facility is that of a sc ool, college, or university; residence, as "residential dwelling" is defined in Rule 62-257.200, F.A.C.; small business, as defined in s. 288.703(1), F.S.; or other. If "other" is checked, identify the use. Please follow the same instructions for "present use." II. Completethe facility owner. information. III. Complete the contractor information. IV. List separately the scheduled start and finish dates (month/day/year) for both the asbestos removal portion of lathe project and the renovation or demolition portion of the project. V. ''Describeand check the methods and procedures to be used for a planned demolition or renovation. Include a description of the affecte —racility components. (Note: The NESHAP for asbestos, which is adopted and incorporated by reference in Rule 62-204.800, F.A.C., requires obtaining Department approval prior to using a dry removal method in accordance with 40 CFR section 61.145(3)(c)(i).) VI. Describe the procedures to be used in the event unexpected RACM is found or previously nonfriable asbestos material becomes crumbled, pulverized, or reduced to powder after start of the project. VII. Complete the asbestos waste transporter information. VIII. Complete the waste disposal site information. IX. List the amount of RACM or ACM of each type of asbestos to he removed. (Note: A volume measurement of RACM off facility components is only permissible if the length or area could not be measured previously.) Identify and describe the listed surfacing material and other listed materials as applicable. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High Velocity Hurricane Zone. Uniform Permit Application Form, Master Permit No. 1a v l Section A (General information) Contractor's Name Job Address 5 C-0N‘A-s. 00(tr..-Ia• �, 11;,0 N E S' • • •• •• •• • Process Not • •••• • • •••• •••• • • • •• . •••• I . 1 1 1 •.••J• .1 • •••• • • ••.. .• • • . • • •• •. • • • • • • .• •• • •• '.°5I Low Slope O Asphaltic Shingles O New roof 0 Repair Low Slope Roof Area (SF) 2 1°.'''b° ROOF CATEGORY O Mechanically Fastened Tile O Metal Panel/Shingles O Prescriptive BUR -RAS 150 ROOF TYPE 0 Maintenance ••• • • 6 • • • ❑ Mortar/AIifies;ve Set: Ole • • O Wood Shingles/Shakes• 0 Reroofing 0 Recovering ROOF SYSTEM INFORMATION Steep Sloped Roof AREA (SSF) Total (SF) 1St • cb1/4 • .••• II: • • • .••. • •11 ••.•t• .f • ••..t. • I• Section 8 (Roof. Pian) 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. 0 J w 0 W lL J S 0, Z 1`J L_: 1 U, s a k6 J U E 1 2 20 E 16 : FLORIDA BUILDING CODE -, BUILDING, 5th EDITION (2014) 15.37 Copyright to, or Scented by, ICC (ALL. RIGHTS RESERVED); accessed by Ebczer Palacio on Jun 8.201510:52:12 AM pursuant to License Agreement. No further reproductions authorized. INTERNATIONAL CODE COUNCIL" 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Drawing Report The Shores - Walk Pads Included Section: Entire Job Page: TPO Flat Board Alternate as 0 6/10/2016 00 a ..• . • .... . .. . .. . octets • • • • .• • • 0041. 0• . • • • • • • • •00• . •0 00. 0..e • • • • • • .. .• • •. • • • ••• • • • • • • • • • •• • •• • •••• • • • • • 0 0 a a a a Roofing Concepts Unlimited 11820 NW 41st Street Coral Springs Fl. 33065 Phone: 954-786-9350 Fax: 954-786-9357 r Page 1 1 1 1 1 1 1 1 1 1 1 1 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Buiiding Code Sth Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form, Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component Is not used, identify as "NA") t ti^�, 44N:. System Manufacturer Product Approval No.: 1 S• 0224. to I Design Wind Pressures, From RAS 128 or Calculations: P1: " tit1"4' P2: ' $Z9 P3:_ 17-tt•1 1 Max. Design Pressure, from the specific product 1 approval system: - IV S 1 Deck: Type: i GaugefThickness: 1 1 Slope: 1 Anchor/Base Sheet & No. of PIy(s): 141 A 1 1 AnchorlBase Sheet Fastener/Bonding Materiel: 1 Insulation Base Layer I AJQ7 a, M'Sp 1 Base insulation Size and Thickness: Li x 1 1 1 Base Insulation Fastener/Bonding Mater1a Tw+,i ni wstf;4.- PeMN".s4vg- o 1 Top Insulation Layer: N I F1 1 Top Insulation Size and Thickness: 1 1 Top Insulation FastenerBonding Material: 1 Base Sheet(s) & No. of Ply(s): 1 N t -P 1 Base Sheet Fastener/Bonding Material: 1 Ply Sheet(s) & No. of Piy(s): 1 1 Ply Sheet Fastener/Bonding Material: v` {A 1 Top Ply: F..askaw.. ar„a TPa 16.38 INTERNATIONAL CODE COUNCIL •••• • • • .... Top Ply Fastt3nerfBorldtng Maeria% : • *.03• • •: y t' bras t. � `300,4uI '1��:.t�/e. • • Surfacing: Fastener Spacing for Anchor/Base•: eek fAttachrtierftt e • Field: __"oc©L:•,#, Perimeter: Comer: _," or @ Lapl, # Rows • p or •••• • •• • • oc• . • • • • • • • • • • 1•••• 1••••• 1• • I • • Ii!OLOO: •. • •�• r • Number of Fasteners Per insulation Board: '.. • •• 1 Field .414 Perimeter 044 Comer 144 1 Illustrate Components Noted and Details as Applicable: 1 Woodblocking, Gutter, Edge Termination, Striping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, counterflashing, 1 Coping, Etc. Indicate-. Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener 1 Type, Fastener Spacing or Submit Manufacturers Details that 1 Comply with RAS 111 and Chapter 16. 1 Otoa `oto Tao FT. FT. Parapet Height Mean Roof Height 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 FLORIDA BUILDING CODE— BUILDING, Stir EDITION (2014} Copyright to, or licensed by. ICC (ALL RIGHTS RESERVED), accessed by Eliezcr Palacio an Jun 8, 2015 10 2;12 AM pursuant to License Agreement. No further reproductions authorized. HIGH VELOCITY HURRICANE ZONES - REQU'IRED 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 been explained. 1. Aesthetics -Workmanship: The workmanship provisions of C hapter 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 issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. SQA 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. �b 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 ;d23% penetrations of the underside of the decking may not be aceptAble.•••• The provides the option of maintaining this appearance. •• • •••;•• A 5. 6. .. . Ponding Water: The current roof system and/or deck of the•bbil Cling • may not drain well and may cause water to pond (accumulate?•Z'ta,low:'. •. lying areas of the roof. Ponding can be an indication of bttticturdl •• distress and may require the review of a professional strttxt it ;•. •• engineer. Ponding may shorten the life expectancy and pet ottnance•of•• the new roofing system. Ponding conditions may not be ev:_fl23 until • the original roofing system is removed. Ponding conditions sYlbuld;��•;• corrected. ••.•. • .. . .... • . . • • Overflow Scuppers (wall outlets): It is required that rainwater •• • flow off so that the roof is not overloaded from a buildup of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: . • • . . . • . 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. It may be beneficial to consider additional venting which can result in extending the service life of the roof. , ,.: ►- 04044'' Owner's/Agent's Signature Date DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Firestone Building Products Company, LLC 250 West 96th Street Indianapolis, IN 46260 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.miamidade.eov/economv SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. ••••• • DESCRIPTION: Firestone UltraPly TPO & TPO XR Single Ply Roof Systems over C®ncrete•A;®ks. •• • LABELING: Each unit shall bear a permanent label with the manufacturer's name or Mgo,ecity, state and following statement: "Miami -Dade County Product Control Approved", unless othervvit8 ibted heCe'lp. •. •••• • •• RENEWAL of this NOA shall be considered after a renewal application has been filed.aa-1.there has been no change in the applicable building code negatively affecting the performance of thisproduct. • • • • • TERMINATION of this NOA will occur after the expiration date or if there has beet a Pe'ision ar change in the materials, use, and/or manufacture of the product or process. Misuse ofehisNOA assn endorsement of any product, for sales, advertising or any other purposes shall automatit&11yrtermirLate:hiss NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0514.03 and consists of pages 1 through 94. The submitted documentation was reviewed by Gaspar J Rodriguez. MIAMI DADE COUNTY APPROVED NOA No.: 15-0224.10 Expiration Date: 05/18/16 Approval Date: 10/29/15 Page 1 of 94 ROOFING SYSTEM APPROVAL Category: Roofing Sub -Category: Single Ply Roofing Material: TPO Deck Type: Concrete Maximum Design Pressure -500 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Dimensions Specifications UltraPly TPO Various TAS 131-95 UltraPly TPO XR 100 UltraPly TPO XR 115 UltraPly TPO Reinforced Curb Corner UltraPly 18" Curb Flashing UltraPly TPO Inside/Outside Corner UltraPly TPO Large Pipe Flashing UltraPly TPO T -Joint Cover UltraPly TPO Penetration Kit UltraPly TPO Walkway Pad UltraPly TPO Coated Metal UltraPly TPO Premium Walkway Pad UltraPly TPO Reinforced Split Pipe Boot UltraPly TPO 8" Reinforced Cover Strip UltraPly TPO Universal Pipe Boot UltraPly TPO Unsupported Flashing TPO QuickSeam Flashing MIAMI.DADE COUNTY APPROVED Various Various Various Various Various Various Various Various Various Various Various Various Various Various Various 5-3/4" x 100' TAS 131-95 TAS 131-95 TAS 131-95 TAS 131-95 TAS 131-95 TAS 131-95 TAS 131-95 TAS 131-95 TAS 131-95 TAS 131-95 TAS 131-95 TAS 131-95 TAS 131-95 TAS 131-95 TAS 131-95 TAS 131-95 Product Description Reinforced TPO 0.045" to 0.080" thick membrane Reinforced TPO Reinforced TPO TPO curb flashing TPO curb flashing Molded TPO for corner flashing TPO flashing for large round penetrations ..•. • • TPO flashing for T•jgints • • • • .• • •••• •. . • •• • A penetration iegagg kit for UltraPly TPO • ... •• • . . • TPO walkwayvr�ci I:. • II • • •• • • • •• •• • •s TPOlaminatea'tfl-dipped • galvanized stet1 for flashiri...:. • • TPO walkway pad •• • . •• • TPO flashing for round penetrations 1" to 9" in diameter 8" wide 60 mil TPO cover strip TPO flashing for round penetrations 1" to 6" in diameter Unreinforced TPO used for flashing Flashing material with pre -applied adhesive NOA No.: 15-0224.10 Expiration Date: 05/18/16 Approval Date: 10/29/15 Page 2 of 94 UltraPly QuickSeam R.M.A. Strip Single -Ply QuickPrime Primer EdgeGard System MB Base Sheet M MB Base SA SBS Base SA Primer SBS Poly Torch SBS Glass Torch Base XR Bonding Adhesive UltraPly Bonding Adhesive XR Stick Membrane Adhesive I.S.O. Stick I.S.O. Twin Pack Insulation Adhesive I.S.O. Fix II MIAMI•DADE COUNTY APPROVED 10" x 100' 1 gallon & 3 gallon Various 39.4" x 98.7' (1mx30.1m) 39.4" x 99.7' 3.3" x 50' Proprietary Proprietary Various ASTM D 4601 ASTM D 5147 ASTM 6163 5 gal. Proprietary 39.4" x 33'6" ASTM D 6222 39.4" x 33'10" ASTM D 6163 5 gal. pail 5 gal. pail 5 gal. pail 5 gal & 1500 ml 1500 ml 30 lbs. Proprietary Proprietary Proprietary Proprietary Proprietary Proprietary Strip of UltraPly TPO with QuickSeam Tape for anchoring membrane to substrate Primer for TPO QuickSeam Flashing Flashing materials and assemblies Fiberglass reinforced base sheet, asphalt coated on both sides. Fiberglass reinforced base sheet, asphalt coated on both sides with a plastic release film on the underside. Fiberglass reinforced SBS base sheet Polymer based primer. Polyester reinforced modified bitumen membrane. Torch applied. Modified bitumen base sheet with a burn -off film and reinforced with non -woven fiberglass mat. Solvent based adhesive Solvent based adhesive A low-rise polyurethane, low VOC, membrane adhesive. A dual component polyurethane adhesive. A dual component polyurethane adhesive. A single component polyurethane• adhesive. • • •• .. . .... •.. ..• . . .... . . .... .. •. . . . • • • . • •. . . ••• • •• • .. •. . • • •• • .. . . •••• • • • NOA No.: 15-0224.10 Expiration Date: 05/18/16 Approval Date: 10/29/15 Page 3 of 94. APPROVED INSULATIONS: Product Name ISO 95+ GL, ISO 95+ GL Tapered ISOGARD HD ISOGARD HD Composite DensDeck, DensDeck Prime RESISTA MIAMI•DADE COUNTY APPROVED TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate with a coated fiberglass facer Polyisocyanurate with a coated fiberglass facer composite insulation. Silicon treated gypsum Polyisocyanurate foam core laminated to a coated fiberglass facer Manufacturer (With Current NOA) Firestone Bldg. Products Firestone Bldg. Products Firestone Bldg. Products Georgia Pacific Gypsum LLC Firestone Bldg. Products 1 • • •••• • • • •• • .••• • • •• • • •••• •• • • • •• • • •••• • •• • •• • • •• • •• •• • •• • • • • • • • • • • • • • • •• • •••• • • • •• • NOA No.: 15-0224.10 Expiration Date: 05/18/16 Approval Date: 10/29/15 Page 4 of 94 APPROVED FASTENERS: Fastener Number Product Name 1. Heavy Duty Fastener 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. All Purpose Fastener 2-3/8" Barbed Seam Plate Pre -Assembled fastener & plate Pre -Assembled Heavy Duty fastener & plate HD HailGard Fastener Insulation Fastening Plate Concrete Drive Fastener Heavy Duty Plus Fastener HD Seam Plates HD Plus Seam Plate Metal Batten Bar Coiled Metal Batten Bar Polymer Batten Strips UltraPly TPO InvisiWeld Plates MIAMI•DADE COUNTY APPROVED TABLE 3 Product Description #15 Fastener for steel, Wood, concrete decks #14 Fastener for steel, Wood, concrete decks Membrane seam attachment plate #14 w/insulation plate for steel, Wood, concrete decks #15 w/insulation plate for steel, Wood, concrete decks Insulation and membrane fastener Galvalume insulation plate Structural concrete fastener Insulation and membrane fastener AZ55 or AZ50 galvalume insulation plate. Galvalume insulation plate Galvalume AZ55 batten strip Galvalume AZ55 batten strip Polymer, corrosion —free, batten strip. High-performance TPO membrane fastening system Dimensions N/A N/A 2-3/8" diameter N/A N/A Various 3" diameter Various Various 2-3/8" diameter 23/4" diameter 10' long, 1" wide 220' long, 1" wide 250' long, 3/4" or 1" wide Manufacturer (With Current NOA) Firestone Bldg. Products Firestone Bldg. Products Firestone Bldg. Products Firestone Bldg. Products Firestone Bldg. Products Firestone Bldg. Products Firestone Bldg. Products Firestone Bldg.• • • •P.ipducts • • • • .. . .... • 'inestone BTdff.• • • • •Products • .... .. • • Firedone Bldg... • • • • •l1roducts, • • • . •• • • • .Firestone Bldg.. •Pioducts • • • rii sone Bldg.. Produce .. • 1.1 Firestone Bldg. Products Firestone Bldg. Products Firestone Bldg. Products NOA No.: 15-0224.10 Expiration Date: 05/18/16 Approval Date: 10/29/15 Page 5 of 94 EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date Underwriters Laboratories Inc. 01NK17982 UL 790 06/05/01 00NK43467 UL 790 01/22/01 03NK34486 UL 790 03/22/05 Factory Mutual Research 3006983 4470 02/08/00 Corporation 3004249 4470 11/03/99 3003830 4470 05/26/99 3001925 4470 05/24/99 3014031 4470 07/22/02 3014918 4470 12/17/03 3012931 4470 04/04/04 3016670 4470 04/29/04 3017120 4470 04/30/04 3020394 4470 09/03/04 3022988 4470 01/28/05 3019991 4470 09/20/05 3029384 4470 06/07/10 3027508 4470 02/07/07 3026519 4470 12/14/06 3030650 4470 07/10/09 3033218 4470 08/12/08 3014692 4470 08/05/03 3036642 4470 10/.09019 3032272 4470 ▪ 05/22769 3033921 4470 •' ' 01412709. 3039133 4470 04/0Y/11' 3036747 4470 ••.• 02/ /1Q 3040535 4470 ▪ 10fi5710' 3035017 4470 08,x/12 • 3038546 4470 • • • • • • 12,17/+e 3038770 4470 • • • 08/04/T1 3038191 4470 ' 08ZO4Jl Z. 3035560 4470▪ 01711/10 TrinitylERD F8300.07.08 TAS 131/ ASTM D6878 07/313708' F8300.11.08 -R3 TAS 131/ ASTM D6878 02/25/11 F8960.04.08 TAS 114-F/ TAS 114-D 04/15/08 F10980.09.08 TAS 114 09/17/08 F34280.11.10 TAS 114 11/16/10 PRI Construction Materials FBP-054-02-04, R1 FM 4474/TAS 114 D 02/07/13 Technologies, LLC FBP-044-02-01, R2 TAS 114 H, J 10/04/12 FBP-054-02-05, R1 FM 4474/TAS 114 D 02/07/13 MIAMFDADE COUNTY APPROVED NOA No.: 15-0224.10 Expiration Date: 05/18/16 Approval Date: 10/29/15 Page 6 of 94 Membrane Type: Single Ply, TPO, Reinforced Deck Type 3I: Concrete, Insulated Deck Description: 2500 psi or greater structural concrete or concrete plank System Type A(19): One or more layers of insulation adhered with approved adhesive; membrane fully adhered. All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. Base Insulation Layer ISO 95+ GL Minimum 1.5" thick Insulation Fasteners Fastener (Table 3) Density/ft2 N/A N/A Note: Base insulation shall be adhered to the deck with I.S.O. Twin Pack Insulation Adhesive applied in'/Z to 3h in. wide ribbons or with I.S.O. Stick applied in % to 1 in. wide ribbons, spaced as listed below. All subsequent layers of insulation shall be adhered to the previous layer of insulation using the same method of adhesion as the base layer. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulations listed as the base layer shall only be used as the base layer with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down. •••• •• Membrane: UltraPly TPO membrane fully adhered to the top insulation:1• yei with Ultra ly Bonding Adhesive applied to both the substrate and the ugderrsic4e of tivirolf cover for a combined rate of 120 ft2 /gal. The roof cover sicle,'diad end laps.are sealed with a minimum 1.5 in. heat weld. • • • • • • • • •• • • • Maximum Design -150 psf. using I.S.O Stick Adhesive with ribbons spaced 12" oc, • • •• •, Pressure: (See General Limitations #9) ' ' • '• .. .. • •• -165 psf. using I.S.O. Twin Pack Insulation Adhesive with ribboaslaced 12".o.c. (See General Limitation #9) • • -240 psf. using I.S.O. Twin Pack Insulation Adhesive with rilZbonf paced•8" o.c. (See General Limitation #9) "" -285 psf. usingl.S.O. Twin Pack Insulation Adhesive with ribbons spaced IA o.c. (See General Limitation #9) NOA No.: 15-0224.10 Expiration Date: 05/18/16 Approval Date: 10/29/15 Page 25 of 94 CONCRETE DECK SYSTEM LIMITATIONS: 1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shall be performed to determine equivalent or enhanced fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117 and/or RAS 137, calculations shall be signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer. 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tesiea, are below 275 lbf. Insulation attachment shall not be acceptable. • • ••• • • 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachnnenntisbased ansa • • minimum fastener resistance value in conjunction with the maximum design value listed Witliin a specific • system. Should the fastener resistance be less than that required, as determined by the.111djg Ofttial'a • revised fastener spacing, prepared, signed and sealed by a Florida registered ProfessionalSkineer,•ReArstered . • Architect, or Registered Roof Consultant may be submitted. Said revised fastener spa iis�all utiize ala withdrawal resistance value taken from Testing Application Standards TAS 105 and cal& 4 tions in cocppliance• • with Roofing Application Standard RAS 117. ••• •• • 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requiremerjts of"tbese areas. Fasten...: densities shall be increased for both insulation and base sheet as calculated in eotnpflance OitD•Roofirfg • Application Standard RAS 117 and/or RAS 137. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 15-0224.10 Expiration Date: 05/18/16 Approval Date: 10/29/15 Page 94 of 94 6/13/2016. TGFU.R9516 - Roofing Systems applied at 1 gal/100 ft2 140. Deck: C-15/32 Incline: 1 Insulation (Optional): — Any UL Classified, an hickness. Barrier Board: — Minimum 1/a in. thick G -P Gypsu "DensDeck® Roofboard" or "DensDeck Du - = are" Roofboard" or "DensDeck Prime® Roofboard" mechanically fastened (butt joints In . e barrier board staggered a mini of 6 In. from plywood deck joints) Membrane: — Firestone "UltraPly" TPO XR 100" (45 mil), traPlyT" TPO XR 115" (6 i1) or TPO XR 135 (80 mil), fully adhered with "XR Bonding Adhesive" at 45-60 ft2/gal. 141. Deck: NC Incline: 1 Insulation : — Any Classified Lightweight Insulating concrete n 2" coverage o -r internal insulation (if installed). Membrane: — Firestone "UltraPlyT" TPO XR 100" (45 m UltraPlyT" TPO XR 115 . •0 mil) or TPO XR 135 (80 mil) adhered with Firestone "UltraPIyTM TPO XR Bonding Adhesive". 142. Deck: NC / Incline: 1 Insulation : — Any Classified tweight Insulating concrete, min. 2" coverage over intemal insulation installed). Membrane: — Firestone " - raPlyTM TPO XR 100" (45 mil), "UItraPlyTM TPO XR 115" (60 mil) or TPO XR 1 80 mil) adhered with Firestone "UltraPlyT" •• • XR Bonding Adhesive". 143. Deck: NC Incline: 1/4 ation (Optional): — Firestone "ISO 95+T"GL", any thickness. Membrane: — Firestone "UltraPIyTM TPO", 45-80 mil adhered with Firestone "UltraPlyT" Bonding Adhesive" applied at 60 ft2/gal. or Single -Ply LVOC Bonding Adhesive or Single -Ply LVOC Bonding Adhesive - 1168, at 45 ft2/gal. 144. Deck: NC Incline: 2-1/2 Insulation: — Lightweight Insulated concrete or structural concrete. Membrane: — 45 or 60 mil Firestone "UItraPlyTM TPO" fully adhered with Firestone "UltraPlyT" Bonding Adhesive" at 60 sq. ft. per gal. 144A. Deck: NC Incline: 1/2 Insulation: — Firestone "ISO 95+ GL" (any thickness), mechanically attached. Membrane: — Firestone TPO-XR 100, 115 or 135 (fleece backed) fully adhered with hot asphalt or adhered with Millennium P=-1 pump Grade Adhes e In ribbons spaced 12 in. o.c. 1448. Deck: NC Incline: 1/4 Insulation: — Firestone "ISO • + GL" (any thickness), mechanically attached. • • • • • •• • • Membrane: — Firestone TPO-XR '0, 115 or 135 (fleece backed) fully adhered with hot asphalt areal?* pump Grade Adhesive in ribbons spac 144C. Deck: C-15/32 • ••• ••• • • •• • ith Milldhnium PG11 • • • • 4 in. o.c. ••• •• • • • Insulation: — Firestone "ISO 95+ GL" (any thick Barrier Board: — Minimum 1/4 In. thick G -P Gypsu Prime® Roofboard" mechanically fastened. Membrane: — Firestone SBS Premium Poly Base mechanic Membrane: — Firestone TPO-XR 100, 115 or 135 (fleece back pump Grade Adhesive in ribbons spaced 12 in. o.c. Incline: 1/2 ), mechanically attached. "DensDeck® Roofboard" or "Den y attached on the ed fully adhered 145. Deck: NC Incline: 1 Insulation: — Wood fiber, 1/2 in. thick min. Membrane: — Firestone "RubberGard" EcoWhiteT"" (EPDM) 146. Deck: NC Insulation: — Wood fiber, 1/2 in. thick min. Membrane: — Firestone "RubberGardT" EcoW Adhesive P." applied at 1 gal/125 sq ft. 147. Deck: NC Insulation: — Firestone "ISO Membrane: — Firestone " Adhesive P" applied at 1 148. Deck: C:15/32 Barrier Bo Membra 149. Deck: NC Incli " (EPDM), 60 or 90 mil, fully adhered with restone "Water Based Bonding Incline: 3/4 0 or 90 mil. • • • • • •• • •• • • •• • • • • • • •• •• • •• • ck Dur bald,: Roofboardn or "DensDeck, • • • • and the laps realed•by torct:SAI'cltion. • • th hot asphalt or•villtrli with M %eprium PG:P •••: • • • •• • +"GL", any thickness. berGardT" EcoWhiteT"" (EPDM), 60 or 90 mil, fully adhered with Firestone "Water •sed Bonding al/125 sq ft. Incline: 1-1/2 .— G -P Gypsum Corp. "DensDeck ® Roofboard", min. 1/4 in. thick. — Firestone "RubberGardT" EcoWhite"" (EPDM), 60 or 90 mil. Incline: 1-1/2 Barrier Board: — G -P Gypsum Corp. "DensDeck ® Roofboard", min. 1/4 in. thick. irttpJ/database.ul.c om/cgi-bin/XYV/template/USEXT/1FRAMFJshowpage.hlrnl?name=TGFU.R95168,ccnsimrttitle=Roofing+Systems&obiid=1074351895&cf... 21/44 • • • ••••• ••• :•• ••.•• • ••• • • • • • ••• • • • • • • • • • .•••••• G K L M 1 N 1 TAPERED SECTION 1/4'/FT. SLOPE 2 PANEL SYSTEM NOT TO SCALE os • ••• • • • • • • • • • • • • • • • • •• • • • • •• •• 0.111 •• • • • • • • •• •••• • • • •• •• • • • • • • ••• • • • • •• ••• •• • • • • • •• • • • • • ••• ••• TAPERED SECTION VW/FT. SLOPE 4 PANEL SYSTEM NOT TO SCA, F is 8 0 I6' 48' 4' 8' '!s`l'im.. .ABC Si% mann Mon*4yWenn pnog h . cn �ad S¢1emAg,ameawatin La0.1urnai SlapdAdBchinalms, otc. Slap 0a09 anul bec fordp4ortb aliment mfme,de Aarty thaws alt =do 1,1ob AAYtNanhamar ml90aogY0.1.0lam. ASCSuppplescats the011 bretdxdl b/d. Appovak Date: NoteII THE SHORES LOCATION:. RORDA CONTRACTOR: ROOFING CONCEPTS MINUTED MATERIAL TAPERED ISO TAPERED SLOPE 1/8' PER FT. CRICKET SLOPE I/4' PER FT. FILL INSULATION: 2P 8 0,0"6O BASE INSULATION: N/A AVERAGE R-VALUE 722 OVERLAY: N/A hi&. TAPERED SOLUTIONS 1542 APEX RD SARASOTA, FL 34240 OFF. 800.827-3702 FAX. 8 -5059 MStdlew.Mafea@ABCeuppPycom JOB NO MT -95371 X3 SCA15 1/16"..1,0" DATE: JUNE 13,2016 DRAWN BY: MATTHEW MATTED PAGE 1 OF 1 REVISIONS: 1 2 SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 2. 9 Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be tended in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 4. 11, -"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. �r C Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accords with the. requirements of Sections R4402, R4403 and R4413. et?, -fitib 7. 7 •/<, tag- V/97, Contractor Signa & Date Owner/Agent's Signature 11 bo NE las ST Property Address Revised on 7/9/2009 LD;07/01/2015; Permit Number