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RF-19-15539 yF f Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: 07/18/2019 Location Address Parcel Number 1286 NE 96TH ST, Miami Shores, FL 33138 1132060143890 Contacts Permit NO.: RF -07-19-1533 Permit Type: Roof Work Classification: Fiat Permmirstatus: Approved Expiration: 01/14/2020 SANDRA COFIELD Owner 1 QUINTERO ROOFING CORP Contractor 1286 NE 96 ST, MIAMI SHORES, FL 331382554 RICARDO CHAVEZ 7570 NW 14 ST, MIAMI, FL 33126 Business: 3052659226 CASKEDA@GMAIL.COM Description: RE -ROOF FLAT ONLY Valuation: $ 5,500.00 Insection Requests: 3tk5=�62�4� Total Scl Feet: 600.00 Fees Amount Application Fee - Other $50.00 CCF $3.60 DBPR Fee $3.75 DCA Fee $2.50 Education Surcharge $1.20 Roofing Fee $200.00 Scanning Fee $9.00 Technology Fee $6.25 Total: $276.30 Building Department Copy Payments Date Paid Amt Paid Total Fees $276.30 Check # 16074 07/18/2019 $276.30 Amount Due: $0.00 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 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. Futhermore, I authorize the above named contractor to do the work stated. to V\404 Authorized Signature: Owner / Applicant / Contractor —TAgent Date July 18, 2019 Page 2 of 2 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑BUILDING ❑ ELECTRIC ❑ ROOFING RECEIVED 1UL�9 J� FBC zo(� � Master Permit No.� ©1 (t _ 1 � 3 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL F-1 PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I a-8"6 R 6 S4 e e-� City: Miami Shores County Miami Dade Zip 3313 O folia/Parcel#: 1:-';:106 -CIL4 '-313,q b Is the Building Historically Designated: Yes NO c� Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): �GIW)i(�fro �. �p�i'e � � Phone#: Addresss►:� I7T6 111F �6 ✓PP-�— City: / � l �am 5ko(Q State: Zip: 3: F Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: - wn4e(o RODf'I'Ao- Co✓P Phone#: '30L265 -q2,26 Address: -1 SZo n w W STf e e_! 94p— ii o- 1 City: (At'a(h -State: L Zip: 3 32 c r c Qualifier Name: '-a e O Chavez- Phone#: 3O5-265-`qZa 6 State Certification or Registration #: _ _ C� �C � j Certificate of Competency #. DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $SOI 5010 Square/Linear Footage of Work: (Poo Type of Work: ❑ Addition gyp❑ Alteration ❑ New 9-11IR e pai eplace ❑ Demolition Description of Wor y �[�ir�vVn - Q w (' Cja ^T �� �� So,; 11iKJl rl�/'�t/l1AAi%� p A/O Specify color of color thru tile: Submittal Fee $ <'-� Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (ge,risedoz/zalzoia) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City State Zip Zi Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the Issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature. ->), - OWNER or A ENT The foregoing instrument was acknowledged before me this dayof_ 20 1, I by Q (a m 1 d who ispersonally known to _me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Notary Punic Stais of FWide Seal: MY Commission GG 262881 �e,� wdf Expires o9n612o22 Signature CONTRACTOR The foregoing instrument was acknowledged before me this n'Z l' h day of �lUIr1 Q 20 k� by KI Cc /dO ChUI/E 2 who is per =aiiv known to as ADe or who has produced identification and who did take an oath. NOTARY PUBLIC: Print: Seal -Alain Iglesias .� My Commission GG 262881 Expires 09/28/2022 as zll,�Pl * www'ww wwwwww**www*wsww*wwwwwwwwwwswwwswwwwswwwwswwwswwsw*wswwwwwwwwwwww APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) MiamishoresVillage Building Depalrtment 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE. BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 6 27 [ 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: 5crrd(ca Property Address: 12 6 f1 �G S 2e Roofing Permit Number: Dear Building Official: I — fid certify that I am not required to retrofit the roof to wall connections of my building because: d"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 the South Florida Building Code (1994 SFBC) Signature State of Florida County of Dade Print Name The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned, Sworn to and subscribed before me this -2701 day of 7uht 2c)I el e NOWy ftbk stale of Florida Notary Public, Sate of Florida at Large Gni t -Alain t� gleeias GG 25M1 a • When the Just valuation of the structure for purpose of ad valorem taxation is equal to or more than 8300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you Must provide a building application from a General Contractor for the Roof to Wall connection Hurricane ftafion. Revised on 5/21/2009 Property Search Application - Miami -Dade County https://www8.miamidade.gov/Apps/PA/propertysearch/#/report/s... OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio:11-3206-014-3890 Type 2019 1286 NE 96 ST Property Address: 2018 2017 Miami Shores, FL 33138-2554 $36 8 SANDRA M COFIELD & Owner Building Value $206,407 HELEN COFIELD $209,791 1286 NE 96 ST Mailing Address $660 $660 MIAMI SHORES, FL 33138-2554 PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ $25,000 0101 RESIDENTIAL -SINGLE Primary Land Use $357,707 $350,350 FAMILY: 1 UNIT Beds / Baths / Half 4/4/0 Floors 2 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,917 Sq.Ft Lot Size 9,592.44 Sq.Ft Year Built 1941 Assessment Information Benefit Type 2019 Year 2019 2018 2017 Land Value $36 8 $345,160 $345,160 Building Value $206,407 208,099 $209,791 XF Value Reduction $660 $660 Market Value $569,695 $553,9191$555,611 $25,000 Assessed Value $364,503 $357,707 $350,350 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Assessment $400,000 19525-4582 Sales which are qualified Exemption Value $50,000 $205,192 $196,212 $205,261 Cap Reduction $300,350 School Board $167,500 Homestead Exemption $25,000 $25,000 $25,000 Second Taxable Value 1 $339,503 $332,707 $325,350 City Exemption $25,000 $25,000 $25,000 Homestead $50'000$50,000 Taxable Value 1 $314,503 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 5-6 53 42 MIAMI SHORES SEC 3 PB 10-37 LOT 6 BLK 84 LOT SIZE 67.080 X 143 OR 19525-4582 02 2001 1 Generated On : 7/8/2019 Taxable Value Information Previous Sale 2019 2018 2017 County $400,000 19525-4582 Sales which are qualified Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $314,503 $307,707 $300,350 School Board $167,500 11236-1019 Sales which are qualified Exemption Value $25,000 $25,000 $25,000 Taxable Value 1 $339,503 $332,707 $325,350 City Exemption Value $50,000 $50'000$50,000 Taxable Value 1 $314,503 $307,707 $300,350 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $314,503 $307,707 $300,350 Sales Information Previous Sale Price OR Book -Page Qualification Description 02/01/2001 $400,000 19525-4582 Sales which are qualified 05/01/1997 $240,000 176524224 Sales which are qualified 12/01/1986 $169,900 13276-0067 Sales which are qualified 10/01/1981 $167,500 11236-1019 Sales which are qualified 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 Mami-Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.govfiinfotdisclaimer.asp Version: RICK SCOTT, GOVERNOR JONATHAN ZACHEM, SECRETARY a dbpr STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD THE ROOFING CONTRACTOR HEREIN IS CERTIFIED UNDER THE PROVISIONS OF CHAPTER 489, FLORIDA STATUTES 00CHAVEZ, RICARDO J QUINTERO ROOFING CORP 'V t4 601 S.W. 21ST ROAD MIAMI_ � FL 33129 , LICENSE NUMBER: CCCA46923 EXPIRATION DATE: AUGUST 31, 2020 Always verify licenses online at MyFloridal-icense.com El? i{+ h 7 ■ iT#` % • Do not alter this document in any form. T ±�" T Y an This is our license. It is unlawful for one other than the licensee to use this document. ti Y 000995 Local Business ax Receipt Miami—Dade County, State of Florida -THIS IS NOTA BILL - DO NOT PAY 3006236 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES J QUINTERO ROOFING CORP RENEWAL SEPTEMBER 30, 2019 7570 NW 14TH ST 102 3142460 Must be displayed at place of business MIAMI FL 33126 Pursuant to County Code Chapter 8A - Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS PAYMENT RECEIVED 1 QUINTERO ROOFING CORP 196 SPECIALTY BUILDING CONTRACTOR BY TAX COLLECTOR CCCA46923 $75.00 08/15/2018 Worker(s) 10 FPPU05-18-023447 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit, or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0, above must be displayed on all commercial vehicles - Miami -Dade Code Sec 8a-276. For more information, visit www.rniamidade.govftaxcollector A� �® /`1 CERTIFICATE OF LIABILITY INSURANCE DATE (MM/Y) 1 o6/27/20192o1s 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(les) must have ADDITIONAL INSURED provisions or 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 Sandra LaRue NAME: Frank H. Furman, Inc. ac° No EtI: (954) 943-5050 IX No : (954) 942-6310 EMAIL sandra@furmaninsurance.com ADDRESS: 1314 East Atlantic Blvd. INSURER(S) AFFORDING COVERAGE NAIC # P. 0. BOX 1927 INSURERA: Clear Blue Specialty Insurance Company 37745 Pompano Beach FL 33061 INSURED INSURER B : Ohio Security Insurance CO 24082 INSURER C : National Union Fire Ins Co of Pittsburgh PA 19445 J Quintero Roofing Corp INSURER D: 7570 NW 14th St #102 INSURER E: MED EXP (Any one person) $ 5,000 INSURER F: Miami FL 33126 COVERAGES CERTIFICATE NUMBER: B: 19 GLUM & 18 AU 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 CONTRACTOR 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. I LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/ POLICYEFF Y/YYYY EXP MM/DDY/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1'000'000 CLAIMS -MADE � OCCUR DAMAGE TO RENTE13 PREMISES Ea occurrence $ 100,000 MED EXP (Any one person) $ 5,000 PERSONAL &ADV INJURY $ 1,000,000 A AR01RS190021600 04/18/2019 04/18/2020 GEN'LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 2.000,000 POLICY jE� LOC PRODUCTS -COMPlOPAGG $ 2,000,000 $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident BODILY INJURY (Per person) $ X ANYAUTO B OWNED SCHEDULED AUTOS ONLY AUTOS BAS55760354 10/23/2018 10/23/2019 BODILY INJURY (Per accident) $ PROPERM)AMAGE $ Per accident X HIRED�/ NON -OWNED AUTOS ONLY /� AUTOS ONLY PIP $ 10,000 UMBRELLA LIABX OCCUR EACH OCCURRENCE $ 1,000,000 AGGREGATE $ 1,000,000 C X EXCESS LIAB CLAIMS -MADE EBU066419759 04/18/2019 04/18/2020 DED I I RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N PER OTH- STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVEEl E.L. EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? NIA (Mandatory In NH) E.L. DISEASE - EA EMPLOYEE $ If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ [E: I I DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) Roofing Contractor Contractor State License #CCCA46923 CFRTIFICATF HAI nFR CANCFL.I.ATIAN @ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village BLDG. DEPT ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2 Avenue AUTHORIZED REPRESENTATIVE Miami Shores FL 33138 ..��77 /� ,�..�'0 �(l-� @ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD .�cvRo' CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YM) 06/27/2019 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 (!as) must have ADDITIONAL INSURED provisions or 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 FrankCrum Insurance Agency, Inc. 100 South Missouri Avenue Clearwater, FL 33756 CONTACT NAME: PHONE A/C, No, Ext): 800 277-1620 X 4800 FAX A/C, No): 727 797-0704 E-MAIL ADDRESS: INSURERS AFFORDING COVERAGE NAIC# INSURER A: Frank Winston Crum Insurance Company 11600 INSURED FrankCrum L/C/F J. Quintero Roofing Corp. 100 South Missouri Avenue Clearwater FL 33756 INSURER B: INSURER C: INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 572101 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 INSRD SUBR WVD POLICY NUMBER POLICY EFF (MMIDDIYYYY) POLICY EXP (MMIDDIYYYY) LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED PREMISES Ea occurrence $ CLAIMS -MADE OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY O PROJECT a LOC PRODUCTS-COMP/OP AGG $ $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO BODILY INJURY Perperson) $ OWNED AUTOS SCHEDULED BODILY INJURY (Per accident) $ ONLY AUTOS PROPERTY DAMAGE Per accident $ HIRED AUTOS NON -OWNED ONLY AUTOS ONLY UMBRELLA LIAB OCCUR EACH OCURRENCE $ AGGREGATE $ EXCESS LNB CLAIMS -MADE DED I I RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? F1 N/A WC201900000 01/01/2019 01/01/2020 X PER STATUTE OTH- ER E.L. EACH ACCIDENT $1.000,000 (Mandatory In NH) If yes, describe under E.L. DISEASE -EA EMPLOYEE $1,000,000 DESCRIPTION OF OPERATIONS below E.L. DISEASE -POLICY LIMIT $1,000.000 DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Effective 05/29/2006, coverage is for 100% of the employees of FrankCrum leased to J. Quintero Roofing Corp. (Client) for whom the client is reporting hours to FrankCrum. Client reference license holder: CCCA46923. Coverage is not extended to statutory employees. I,CK I IrII,A I t MULUtK GANGtLLA r ION ©1988-2016 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD 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 Miami Shores Village Bldg Dept. 2nd Avenue. Miami Miami Shores, res, FL 33138 ©1988-2016 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD O� ROOF ASSEMBLIES AND ROOFTOP STRUCTURES °2 >C' �t t o� Florida Building Code 5th Edition 2014 A� ? VICE 1 HighWeloclty Hurricane Zone Uniform Permit Application FoAW1 PP � O� .is` c�'•`� � ' � 1 • 1 Section A (General Information) 1 �c) Master Pt:rrnit No. �` Process No 1 c "4 Contractors Name �F��/ "��• 1 1 Job Address I W& F14120't'j� 1 ROOF CATEGORY 1 ®' Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles 1 ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes 1 ❑ Prescriptive BUR -RAS 150 1 ROOF TYPE 1 .... ❑ New roof ❑ Repair ❑ Maintenance eReroofing . .❑ Recoyarprig ....�. ROOF SYSTEM INFORMATION • • • • • • •' Low Slope Roof Area {SF) - 6V0Steep Sloped Roof AREA (SSF) '-14 Total (SF) -�� • • 90009* Section B (Roof Plan) ' • " ' • ;'r . Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and,9*4ft drai&.,Md8e dim@p;. L sions of sections and levels, clearly identify dimensions of elevated pressure zones and location Of parapets. ...... Pei 1 1 i 1 1 1 1 i 3 � 1 1 � 1 1 1 i 1 FLORIDA BUILDING CODE — BUILDING, 51h EDITION (2014) 15.37 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) 1 High -Velocity Hurricane Zone Uniform Permit Application Form. 1 1 1 1 Section C (Low Slope Application) Top PI Fastener/Bondinng M>lterial: #14 Screws & XH9 Rhlnobond Plates Fill In specific roof assembly components and identify 1 1 manufacturer Surfacing: N/A 1 1 (If a component is not used, identify as "NA") 1 Fastener Spacing for Anchor/Base Sheet Attacbnen : . 1 1 System Manufacturer: GAF 4 0000 Field: N/A oc @ Lap, # Rows 4/4@ M/A " of • • 0000 � • • • 1 1 Product Approval No.: 15-0729.18 Perimeter: N/P( • • 04 N/A ,. • • oc @Lap, # Rov►": , 4 ` �• •I • • • • . ..t6 1 Design Wind Pressures, From RAS 128 or Calculations: 0000 :..... Comer: N/A " oc @ Lap, # Rows' /A N/A ".oc :roe*: .F ... 1 P1: -50.80 P2: -91.45 P3: -142.25 Number of Fasteners Per Insulatigq .1.:..' 0 • 1 Max. Design Pressure, from the specific product Field 6 Perimeter 24;":': Corner 36 -- . . ---W— ---W—at ' 00:6 1 1 approval system: -52.5 164906 Illustrate Components Noted and DetajI§,ps Applicable: d 0 0 0 ; Deck: Woodblocking, Gutter, Edge TermiR.4tion' Strippglg. Mshing, ey ' 1 Type: CDX PLYWOOD yP Continuous Cleat, Cant Strip, Base Flashing, Counthr%shing, 1 1 Coping, Etc. 1 Gauge/Thickness: 5/8 = 19/32" Indicate: Mean Roof Height, Parapet Height, Height of Base 1 1 1Type, Flashing, Component Material, Material Thickness, Fastener Slope: 0.25":12" Fastener Spacing or Submit Manufacturers Details that 1 1 Comply with RAS 111 and Chapter 16. 1 1 Anchor/Base Sheet & No: of Ply(s): Versashield Solo 1 1 1 Anchor/Base Sheet Fastener/Bonding Material; �' 1 1 Preliminary Fastened P FT. <3' 1 Insulation Base Layer: Polylso Insulation, 1 1 1 Base Insulation Size and Thickness: Min 0.50"x4'x4' Parapet 1 1 Height Base Insulation Fastener/Bonding Material: �– 1 1 Preliminary Fastened W/#12 Screws & Plates 1 1 1 1 Top Insulation Layer. N/A A FT. 12' 1 1 Top Insulation Size and Thickness: N/A Mean 1 1 Top Insulation Fastener/Bonding Material: N/A Roof N � � � Height 1 1 1 � 1 Base Sheet(s) & No. of Ply(s): N/A 1 1 Base Sheet Fastener/Bonding Material: 1 N/A�t0 l7 1 Ply Sheets) & No. of Ply(s): N/A i 1 1 Ply Sheet Fastener/Bonding Material: 1 1 N/A N �' 1 Top Ply: GAF TPO 0.60 MIL WHITE MEMBRANE '_ 1 15.38� FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 1 _ 1 ' I f 1 , Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliczer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: Notice of Acceptance Number. Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: P1: P1: Deck Type: Type Underlayi Roof Slope: : 12 Insulation: Fre E Ridge Ventilation? F Type: I \` 49.9 0000..' Type Cap Sheet: ( 1 : • • •:. Mean Roof Height: Roof Covering:---- Type & Size Drip Edge: 1 1 1 1 1 1 1 1 1 1 i1 1 1 1 1 .1.... 1 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.39 1 1 1 Copyright to, or licensed by, ICC (ALL RIGHT'S RESERVED); accessed by Eliezer Palacio on Jun 8. 2015 10:32:I2 AM pursuant to License Agreement. No further reproductions authorized. 0000 .. . a.. .. 0000.. .. 0000.. Type & S Ging: •••• •••• Type: I \` 49.9 0000..' Type Cap Sheet: ( 1 : • • •:. Mean Roof Height: Roof Covering:---- Type & Size Drip Edge: 1 1 1 1 1 1 1 1 1 1 i1 1 1 1 1 .1.... 1 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.39 1 1 1 Copyright to, or licensed by, ICC (ALL RIGHT'S RESERVED); accessed by Eliezer Palacio on Jun 8. 2015 10:32:I2 AM pursuant to License Agreement. No further reproductions authorized. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2814) High -Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values fr K. If the M, values are greater than or equal to the M, values, for each area of t roof, then the tile attachment method is ac ptable. Method 1 "Mo nt Base 'le Calculations Per RAS 127" (P1:^ x X _ Mg: _ M„ — Product Approval M (P2:_ XX Mg: = a Product Approval , (P3: xx = ) - g: = n Product Appro M, Method 2 "Sim I d Tile Iculations Per Tabl elow" Required Moment of Resistance (M,) From Table Be w Product Annrnv M_ `Must be used in conjunction with a list of Appeals. For Uplift based tile systems use Method 3. equal to the Fr values, for each area of the D • • 0000* based the systems endorsed by the Broward C.oumiy Board •oi dares and ... ••• •••••• • . d the values for F with the values for Fr. If the F' values are gjeWgr; ban or • • • • • • the tile attachment method is acceptable. • • • . • • - - M od 3 "Uplift Based Tile Calculations Per RAS 127" • • (P1:_ x L = _ x w: = ) - W: x cos O _ = Fr, Product Approval F' 0090 (P2: _ x L _ = x w: _ ) - W: x cos 0 = Ff1 _ Product Approval F (P3:_ x L _ = x w: = __ - W: x cos 8 = F„ _ Product Approval F' Where to Obtain Information M, re uired Moment Resista ` Symbol Where to find Mean Roof Height Roof Slope 15' 20' 5' 30' 40' 2:12 34.4 36.5 38.2 Job Site 42.2 3:12 32.2 34.4 36.0 7.4 X9.8 4:12 30.4tK 33.8 Required Moment Resistance • • • .37.3 5:12 28.4 31.6 A32. • • • • .34.9 6:12 26.4 29.4 30. •7:12 Tile Dimensions 24.4 27.1 28.2 30.0 `Must be used in conjunction with a list of Appeals. For Uplift based tile systems use Method 3. equal to the Fr values, for each area of the D • • 0000* based the systems endorsed by the Broward C.oumiy Board •oi dares and ... ••• •••••• • . d the values for F with the values for Fr. If the F' values are gjeWgr; ban or • • • • • • the tile attachment method is acceptable. • • • . • • - - M od 3 "Uplift Based Tile Calculations Per RAS 127" • • (P1:_ x L = _ x w: = ) - W: x cos O _ = Fr, Product Approval F' 0090 (P2: _ x L _ = x w: _ ) - W: x cos 0 = Ff1 _ Product Approval F (P3:_ x L _ = x w: = __ - W: x cos 8 = F„ _ Product Approval F' 15.40 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on jun B, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope @ Job Site Aerodynamic Multiplier % Product Approval Restoring Moment due to Gravity M8 Product Approval Attachment Resistance M, Product Approval Required Moment Resistance Mg Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L =length W =width Product Approval All calculations must be submitted to the building official at the time of permit application, 15.40 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on jun B, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. MIAMEDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy GAF 1 Campus Drive Parsippany, NJ 07054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material wione • their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by%liami-M& 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.01morida 138m lhl,g • Code including the High Velocity Hurricane Zone of the Florida Building Code. ...... . .. ..... . ..... DESCRIPTION: GAF EverGuard® TPO Single Ply Roofing Systems over Woo.d Decks. ...... �. . LABELING: Each unit shall bear a permanent label with the manufacturer's name pr logo, city,.0stattto • . 0 0 0 0 0 and following statement: "Miami -Dade County Product Control Approved", unless otlOwlse noted .. ; 0 00 0 ; herein. *0:000 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 15-0203.20 and consists of pages 1 through 27. The submitted documentation was reviewed by Jorge L. Acebo. �J NOA No.: 15-0729.18 Expiration Date: 09/22/20 Approval Date: 09/10/15 Page 1 of 27 Membrane Type: Single Ply, TPO Deck Type 1I: Wood, Insulated Deck Description: Min. 15/32" thick plywood attached to structural wood supports spaced maximum 24" o.c. using 8d ring shank nails spaced 6" o.c. at panel edge and intermediate supports. System Type C(2): All layers of insulation are mechanically attached to roof deck. Membrane is subsequently adhered to stress plates used to fasten insulation layer. 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. Fire Barrier: DensDeck® Roof Board, SECUROCK® Gypsum -Fiber Roof Board, SECUROCK® (Optional) Glass -Mat Roof Board, minimum '/4" thick (see insulation note below for preliminary attachment details). OR VersaShield® Fire -Resistant Roof Deck Protection, VersaShield® Solo' LES;... Resistant Slip Sheet or TOPCOAT® FireOut' Fire Barrier Coating applied peg..' manufacturer's installation instructions. .0 • ... .. 0000.. .. Odor more layers of any of the following. *00000 • Insulation Layer Insulation Fasteners .00. Fastemewo (Table 3) *000*DensitYK44 EnergyGuard'M Polyiso Insulation, EnergyGuarC RA Polyiso Insulation, ' •; • •; . • •. EnergyGuardTM RH Polyiso Insulation, EnergyGuard'" RN Polyiso Insulation, EnergyGuardTM Ultra Polyiso Insulation, StructodeV High Density Fiberboard.RoatInsulation,• EnergyGuardTM HD Polyiso Insulation, EnergyGuardTM HD Plus Polyiso Insulation, 0EnergyG; • • • • • u ' thick Minimum0.5icD Polyiso Insulation 2 and 12 or 13 • • • • • 1:2.41 tV• • DensDeck® Roof Board, SECUROCK® Gypsum -Fiber Roof Board, SECUROCK® Glass -Mat Roof Board Minimum 0.25" thick 2 and 12 or 13 1:2.67 ft' Insulation Note: Insulation shall have preliminary attachment Preliminarily attach insulation through the top layer and underlying layer(s), when present, with the RhinoBond® membrane stress plates applied as specified in the membrane section of this roofing system. See Roofing Application Standard RAS 117 for fastening details. NOA No.: 15-0729.18 MIAMI•UADE COUNTY Expiration Date: 09/22/20 �� m - �� Approval Date: 09/10/15 Page 14 of 27 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. Membrane: EverGuard® TPO�EverGuard Extreme® TPO mechanically fastened using Drill- TeC #14 Fasteners and Drill -Tec'' RhinoBond® TPO XHD Plates or Drill -Tec' RhinoBond® TPO XHD Tread Safe Plates applied at a rate of 12 fasteners per 48 x 96 in. board (2.67 ft2 per fastener). The membrane is bonded to stress plates using the RhinoBond® Portable Bonding Tool per manufacturer's installation instructions. Weighted cooling magnets are placed over the bonded membrane/plates for a minimum of 45 seconds. Side laps are minimum 3" wide and sealed with a minimum 1.5" wide heat weld for automatic machine welding or a minimum 2" wide heat weld for hand welding. *Drill -Tec"'' RhinoBond® TPO XHD Tread Safe Plates shall only be used with a minimum insulation thickness of 2" and require a 5/8" diameter pilot hole when used with gypsum or wood fiber top layer insulation. Surfacing: Chosen components must be applied in accordance with manufacturer's (Optional) application instructions. Any coating listed below used as a surfacing must be listed within a current NOA. 1. EverGuard® TPO Batten Seam Profile or EverGuard® TPO Standing Seam Profile installed in accordance with manufacturer's specifications and applicable Building Codes. •••• •••••• 2. TOPCOAT® Membrane applied at 1 to 1.5 gal./sq. ...... '.: ....:. 3. TOPCOAT® TPO Red Primer applied at 0.5 gal./sq. prior to appy Vig TOPQQAT® • • • • Membrane. .... .... ..... ...... . .. ..... Maximum Design .. .. .... ...... Pressure: -52.5 psf. (See General Limitation #7) • . . . . ...... NOA No.: 15-0729.18 Expiration Date: 09/22/20 Approval Date: 09/10/15 Page 15 of 27 GENERAL LIMITATIONS: 2. 4 10. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 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 All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4' maximum. 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. 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 v.IAC'as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 0000 Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is S od on a minimum fastener resistance value in conjunction with the maximum design vaj>j ted within specific system. Should the fastener resistance be less than that required, as deter"a4d by the.... Building Official, a revised fastener spacing, prepared, signed and sealed by a Flopida4egistered•. Engineer, Architect, or Registered Roof Consultant may be submitted. Said reviSeqfl4ener Im.0r% shall utilize the withdrawal resistance value taken from Testing Application Stantl'ard?TAS I05"Md calculations in compliance with Roofing Application Standard RAS 117. Y Perimeter and corner areas shall comply with the enhanced uplift pressure requiremerits of thpe nreas. Fastener densities shall be increased for both insulation and base sheet as caltulated in cgmpl4nce with Roofing Application Standard RAS 117 and/or RAS 137. Calculations prepared, sigAW.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.) 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. 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.) All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 15-0729.18 Expiration Date: 09/22/20 Approval Date: 09/10/15 Page 27 of 27 Y 4000 . • •..s. 4444. 4444.. . 090000 4444.. ROOFING SYSTEMS I UL Product iQ https:Hiq.ulprospector.com/en/profile?e=148955 Ultra" or "EnergyGuardTM NH Ultra" or "EnergyGuardTM RN" or "EnergyGuardTM RW or "EnergyGuardTM RM" or wood fiber or glass fiber or perlite, any thickness, mechanically fastened. Cover Board (Optional):—1/2-in. thick "EnergyGuardTM HD" or 1/2 -in. thick "EnergyGuardTM HD Plus" or "EnergyGuardTM NH HD" or "EnergyGuardTM NH HD Plus", mechanically fastened. Membrane: — "EverGuard® TPO FB Ultra" 45 -mil to 80 -mil or "EverGuard Extreme® TPO FB Ultra" 50 -mil to 80 -mil, mechanically fastened. 5. Deck: C-15/32 Incline: 1/2 Primer: — "TOPCOAT® FireOutl Fire Barrier Coating" or "FireOutTM' Fire Barrier Coating", applied at a rate of 1-gal./100-ft.2. Base Sheet (Optional): — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet' or "GAFGLAS® #80 Ultima'"' Base Sheet' or "GAFGLAS® Stratavent® Nailable Venting Base Sheet', mechanically fastened. Slip Sheet (Optional): — One ply "VersaShield® SoloTM Fire Resistant Slipsheet, mechanically fastened. Membrane: — "EverGuard ® TPO" 45 -mil to 80 -mil or "EverGuard Extreme® TPO" 50 -mil to 80 -mil, mechanically fastened. 6. Deck: NC Incline: 1/2 Barrier Board (Optional): — Minimum 1/4 -in. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDecke Prime Roofboard" or "DensDeck® DuraGuardTM Roofboard" or minimum 1/2 -in. thick gypsum wallboard or United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX), mechanically fastened. Slip Sheet (Optional): — One ply "VersaShield ® Fire -Resistant Roof Deck Protection", mechanically fastened. Base Sheet (Optional): — One ply Type 15 or Type 30 or Type G1 "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri -Ply® Ultra -Flexible Ply 6" or Type G2 "GAFGLAS® #75 Base Sheet' or "Tri -Ply® #75 Base Sheet" or "GAFGLAS® #80 Ultima"" Base Sheet" or "GAFGLAS® Stratavent® Nailable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Membrane: — "EverGuard® TPO" 45 -mil to 80 -mil or "EverGuard Extreme® TPO" 50 -mil to 80 -mil or "EverGuard® TPOU"tea" 45 -mil to 80 -mil or "EverGuard Extreme® • TPO FB Ultra" 50 -mil to 80 -mil, mechanically fastened. • • • 0000 •• • ••• • Surfacing: — United Solar Ovonics Field -Assembled Photovoltaic (Solar) Module Systems "PVL -29, -31, j5& ,6&-62, -64, -66,.-V7, -93, -116, -120, -124, -128, -136", self -adhered. • 00 6 0•••0000 7. Deck: C-15/32 Incline: 1/2 • be** 0 6 *000 Slip Sheet: — Two plies "VersaShield ® Fire -Resistant Roof Deck Protection" or one ply "VersaShield ® Selo**RT Resistant w • Slipsheet", mechanically fastened. • • • • *.:..o Membrane: — "EverGuardOD TPO FB Ultra" 45 -mil to 80 -mil or "EverGuard Extreme® TPO FB Ultra" 504111(:81 -mil, mechanically • • • • fastened. . • � w • 8. Deck: C-15/32 Incline: 1/2 • • • Slip Sheet: — Two plies "VersaShield ® Fire -Resistant Roof Deck Protection" or one ply "VersaShield ® Solo— Fire Resistant Slipsheet', mechanically fastened. Insulation: — "EnergyGuardTM" or "EnergyGuardTM NH" or "EnergyGuardTM RF" or "EnergyGuardTM Ultra," or "EnergyGuardTM NH Ultra" or "EnergyGuardTM RA" or "EnergyGuardTM RN" or "EnergyGuardTM RH" or "EnergyGuardTM RM", any thickness or any UL Classified wood fiber, mechanically fastened. Cover Board (Optional): — 1/2 -in. thick "EnergyGuardTM HD" or 1/2 -in. thick "EnergyGuardTM HD Plus" or "EnergyGuardTM NH HD" or "EnergyGuardTM NH HD Plus", mechanically fastened. Membrane: — "EverGuard® TPO" 45 -mil to 80 -mil or "EverGuard Extreme® TPO" 50 -mil to 80 -mil, mechanically fastened. T'Deck: C-15/32 Incline: 3/4 Slip Sheet: — Two plies "VersaShield® SoloTM Fire Resistant Slipsheet", mechanically fastened. Insulation: — "EnergyGuardTM" or "EnergyGuardTM NH" or "EnergyGuardTM Ultra" or "EnergyGuardTM NH Ultra" or "EnergyGuardTM RA" or "EnergyGuardTM RN" or "EnergyGuardTM RW or "EnergyGuardTM RF" or "EnergyGuardTM RM", any thickness or any UL classified wood fiber board, mechanically fastened. Cover Board (Optional): — 1/2 -in. thick "EnergyGuardTM HD" or 1/2 -in. thick "EnergyGuardTM HD Plus" or "EnergyGuardTM NH HD" or EnergyGuardTM NH HD Plus", mechanically fastened. Membrane: — "EverGuard® TPO" 45 -mil to 80 -mil or "EverGuard Extreme® TPO" 50 -mil to 80 -mil, mechanically fastened. 10. Deck: C-15/32 Incline: 1/2 Slip Sheet: —Two plies "VersaShield® Fire -Resistant Roof Deck Protection" or one ply "VersaShield® Solo— Fire Resistant Slipsheet", mechanically fastened. Insulation: — "EnergyGuardTM" or "EnergyGuardTM NH" or "EnergyGuardTM RF" or "EnergyGuardTM Ultra" or "EnergyGuardTM NH Ultra" or "EnergyGuardTM RA" or "EnergyGuardTM' RN" or "EnergyGuardTM' RH" or "EnergyGuardTM RM", any thickness or any UL classified wood fiber board, mechanically fastened. .0000• • • • 0000•• • 0000•• 0000. 0000. 0000•• • • 0000•• 00.00. 54 of 63 7/8/2019,10:20 PM 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 Secti govern the minimum requirements and standards of the industry for roofing system installationson R4402 . 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•-k��.'� 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 usua jy concealed prior to removing the existing roof system). • • 0000 4 Exposed Ceiling: Exposed, open beam ceilings are where the u the roof decking can be viewed from below. The owner may wish to maintain the architectural a roofing nail penetration of the underside of the decking may not be acceptable.'T�ie. ovid her@4" • maintaining the appearance. �' ion of 00 0000 0000 0000.. S Overflow scuppers (wall outlets); It is required that rainwater flocs off s8 that 1:14 oe:ic not overloaded from a buildup of water. Perimeter/edge wall or other roof extedion roar block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install ovejf�yK • scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. Owner/Agenfs Signature Date Contractor ' nature �Date ' Property Address Revised on 7/9/2009 LD;07/01/2015; Permit Number 000000 000000 0.00.. 8888. 0000. 888888 000000 .0080. U (MIL V I,L Reileh Engineering Corp. (Consulting Engineer) 2370 Southwest 123`d Avenue • • • • Miami, Florida 33175-1174 • • • • • • Tel: 305-823-8008 / 305-397-6414 EN6INEER Fax: 305-823-3300 / 305-884-8834 •••" """ .000.0 0 0 0000.. 0000.. July 10, 2019 • • • • 0000. 0000 .• 0000.. 0000.. Report of 0000:. 0000.. Design Wind Loads - ASCE 7 • .. 0000.. Components and Cladding • • • • ' Roof Insulation Mechanically Attached ws,�� m}x�li°'+ «•. of '..x�._...i, Project: Existing Building 1286 Northeast 96 Street Miami, Florida Project Number: 19-1171 Building Information (Provided by Roofer) Comp. Height <20 feet Slope <10 Exposure D Category II (Reported) Wind Uplift Evaluation: Velocity Pressure, q, = 0.00256 k'z IV(asd)Z = 50.80 psf Suction Pressure, n. Suction Pressure, p = q ((GCP) - (Gcpi)) Use GCPi = + 0.00 Membrane Not Exp( Reileh Engineering Corp. — a r s y�r Kz V(Uit) Importance Factor rfa Sgnny ael�, . • r , a 1.08 175 mph 1.0 Address: 1286 Northeast 96 Street, Miami, Florida — Page I of 3 Zones Suction Pressure, a. Roof Height Suction Pressure, psf (Feet) . .. Zone 1 Zone 2 Zone 3 ..... Zon�.4 <20 Feet -50.80 -91.45 -142.25 ..... N/A . 1. If a parapet wall equal to or higher than 3 feet is provided around the roof perimeter; Zone 3 may be treated as Zone 2. 2. The width of the perimeter, a, is equal to 10% of minimum building width or 40% of the roof height but not less than 3 feet or 4% of least horizontal dimension. Fastening Pattern Evaluation Proposed Roofing. System: GAF Everguard TPO NOA 15-0729.18 System Type C(2) Approved Fastening Pattern: Screws at a fastener density of 1:2.67 ft square Maximum Design Pressure: - 52.5 pounds per square feet , y' Fastener Value: 140.18 lb -f Fastening Pattern Field Areas (-50.80 psf) Fasten the 4 x 8 roof insulation with twelve (12) screws. (Three (3) rows of 4 Screws) Fasten the 4 x 4 roof insulation with six (6) screws. (Three (3) rows of 2 Screws) Fastener Density = 1:2.67 square feet Reileh Engineering Corp. — Project Address: 1286 Northeast 96 Street, Miami, Florida — Page 2 of 3 Perimeter Areas (-91.45 psf) =(91.45)(32)/140.18 = 20.88 screws • • • • . . .... ...... Fasten the 4 x 8 roof insulation with twenty-four (24) screws. ...... '.: ....:. (Four (4) rows of 6 Screws) • • • • • • • Fasten the 4 x 4 roof insulation with twelve (12) screws. .... ...... . .. . ..... ..:..' (Four (4) rows of 3 Screws) • • • • • • • • • • • • Fastener Density = 1:1.33 square feet . . . . • • • • • • ...... Roof Uplift Provided = (24 x 140.18)/32 _ - 105.14 psf — O.K. Corner Areas (-142.25 psf) =(142.25)(32)/140.18 = 32.47 screws Fasten the 4 x 8 roof insulation with thirty-six (36) screws. (Six (6) rows of 6 Screws) Fasten the 4 x 4 roof insulation with eighteen (18) screws. /Vf' Six 6 rows of 3 Screws,7�' Fastener Density = 1:0.89 square feet Roof Uplift Provided = (36 x 140.18)/32 - 157.70 psf — OX Reileh Engineering Corp. — Project Address: 1286 Northeast 96 Street, Miami, Florida — Page 3 of 3 GAF ;",I- 1 Campus Drive • • • • • • 000900 Parsippany, NJ 07054 • • • SCOPE: ' This NOA is being issued under the applicable rules and regulations governing the ;%e 4;onstrictigr materials. The documentation submitted has been reviewed and accepted by Miami -Dade Count�Rr- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF EverGuard® TPO Single Ply Roofing Systems over Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 15-0203.20 and consists of pages 1 through 27. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 15-0729.18 MIAMI•DADEGOUNTY Expiration Date: 09/22/20 Approval Date: 09/10/15 Page 1 of 27 0000•• 0000•• .0000. . ••. MIAMI- DADE MIAMI-DADE COUNTY .... PRODUCT CONTROIsSECT�ON • • 0000 11809 s"10Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) MiamiFlorida 31 175.2474 BOARD AND CODE ADMINISTRATION DIVISION ii T (786)31MI59.O (786) 315-M99 NOTICE OF ACCEPTANCE (NOA) www.1yigWdade.eo%/ec26my GAF ;",I- 1 Campus Drive • • • • • • 000900 Parsippany, NJ 07054 • • • SCOPE: ' This NOA is being issued under the applicable rules and regulations governing the ;%e 4;onstrictigr materials. The documentation submitted has been reviewed and accepted by Miami -Dade Count�Rr- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF EverGuard® TPO Single Ply Roofing Systems over Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 15-0203.20 and consists of pages 1 through 27. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 15-0729.18 MIAMI•DADEGOUNTY Expiration Date: 09/22/20 Approval Date: 09/10/15 Page 1 of 27 0000•• 0000•• .0000. . ••. Membrane Type: Single Ply, TPO 0009". Deck Type 1I: Wood, Insulated • • • • • • 0000.... 0000 Deck Description: Min. 15/32" thick plywood attached to structural wood supports 60awd maxiwm 0000.... • 24" o.c. using 8d ring shank nails spaced 6" o.c. at panel edge atid•ititermediate 0000.... supports. •••• 0.00• 0000.... 0000 . System Type C(2): All layers insulation to roof deck, 0$:mbrane is 00 00 0000... of are mechanically attached 00' 00' 00 00 • • • • subsequently adhered to stress plates used to fasten insulation jalgn 00 00 0 00 . . . 0000.... All General and System Limitations apply. Roof accessories not listed in Tabled of this N(�'a'r'e' not approved and shall not be installed unless said accessories demonstrate cornpfiance with• 00 00 :0960: prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. Fire Barrier: DensDeck' Roof Board, SECUROCK' Gypsum -Fiber Roof Board, SECUROCK® (Optional) Glass -Mat Roof Board, minimum '/4" thick (see insulation note below for preliminary attachment details). OR VersaShield' Fire -Resistant Roof Deck Protection, VersaShield' SoloT" Fire - Resistant Slip Sheet or TOPCOAT® FireOutT" Fire Barrier Coating applied per manufacturer's installation instructions. One or more layers of any of the following. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft' EnergyGuardT" Polyiso Insulation, EnergyGuardT" RA Polyiso Insulation, EnergyGuardT" RH Polyiso Insulation, EnergyGuardT" RN Polyiso Insulation, EnergyGuardT" Ultra Polyiso Insulation, Structodek® High Density Fiberboard Roof Insulation, EnergyGuardT" HD Polyiso Insulation, EnergyGuardT" HD Plus Polyiso Insulation, EnergyGuardT" RH HD Polyiso Insulation Minimum 0.5" thick 2 and 12 or 13 1:2.67 ft' DensDeck®Roof Board, SECUROCK® Gypsum -Fiber Roof Board, SECUROCK® Glass -Mat Roof Board Minimum 0.25" thick 2 and 12 or 13 1:2.67 ftz Insulation Note: Insulation shall have preliminary attachment. Preliminarily attach insulation through the top layer and underlying layer(s), when present, with the RhinoBondo membrane stress plates applied as specified in the membrane section of this roofing system. See Roofing Application Standard RAS 117 for fastening details. NOA No.: 15-0729.18 Expiration Date: 09/22/20 Approval Date: 09/10/15 Page 14 of 27 Membrane: EverGuard® TPO, EverGuard Extreme® TPO mechanically fastened using J31111% Tec" #14 Fasteners and Drill-Te RhinoBond® TPO XHD plates or Drill-r e, 0009:9 RhinoBond' TPO XHD Tread Safe Plates applied at a rate of•1 jeners per• 48:x 96 in. board (2.67 ft2 per fastener). 000;•0 .... • The membrane is bonded to stress plates using the RhinoBond? M?Vble l ipg • Tool per manufacturer's installation instructions. Weighted c4llh* magnets are 090 the bonded for 4� e grads. Side* Iaj9 placed over membrane/plates a minimum of are minimum 3" wide and sealed with a minimum 1.5" wide bMa%eld for • automatic machine welding or a minimum 2" wide heat weld for Hand welding.. ,• 0000;. .0.000 *Drill-Tec'" RhinoBond' TPO XHD Tread Safe Plates shall dalebQ used yvitlj • • • • it minimum insulation thickness of 2" and require a 5/8" diameter pilot hole*Wh.Ia' used with gypsum or wood fiber top layer insulation. Surfacing: Chosen components must be applied in accordance with manufacturer's (Optional) application instructions. Any coating listed below used as a surfacing must be listed within a current NOA. 1. EverGuard® TPO Batten Seam Profile or EverGuard® TPO Standing Seam Profile installed in accordance with manufacturer's specifications and applicable Building Codes. 2. TOPCOAT' Membrane applied at I to 1.5 gal./sq. 3. TOPCOAT' TPO Red Primer applied at 0.5 gal./sq. prior to applying TOPCOAT' Membrane. Maximum Design Pressure: -52.5 psf. (See General Limitation #7) NOA No.: 15-0729.18 Expiration Date: 09/22/20 Approval Date: 09/10/15 Page 15 of 27 GENERAL LIMITATIONS: • 1. Fire classification is not part of this acceptance; refer to a current Approvlsd.Ropfing Nterials Directory for fire ratings of this product. 600000 66: 2. Insulation may be installed in multiple layers. The first layer shall be attached ift eernpi iance witk Product Control Approval guidelines. All other layers shall be adhered in a full u"jig of Urgoygd asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanical) Pgttached'using the fastening pattern of the top layer 6 60 004,0* 3. All standard panel sizes are acceptable for mechanical attachment. When applie.4 ill 4provelaolp'halt, panel size shall be 4'x 4' maximum. : 0 : 6 6 4. An overlay and/or recovery board insulation panel is required on all application* over, closeVelMam insulations when the base sheet is fully mopped. If no recovery board is used tltAAe sheet sltadl be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip m6pped 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-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117 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 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 15-0729.18 MIAMI•DADE0UNTY Expiration Date: 09/22/20 • • • s l Approval Date: 09/10/15 Page 27 of 27 6666.. 6666.. 6666. 066... 6 600000 Miami shores Village Building Department RECEIPT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PERMIT #:/YW` 0-1 194i S3 DATE: (Name) Aontractor ❑ Owner ❑ Architect l Picked up 2 sets of plans and (other) Address: 12SG NE 1'l(:, From the building department on this date in order to have corrections done to pians And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Signatu ,TURE) PERMIT CLERK INITIAL, 1 / , ' RESUBMITTED DATE: PERMIT CLERK INITIAL: �—�' PERMIT ADDRESS: 1286 NE 96TH ST PARCEL: 1132060143890 Miami Shores, FL 33138 APPLICATION DATE: 07/09/2019 SQUARE FEET: 600.00 DESCRIPTION: RE -ROOF FLAT ONLY EXPIRATION DATE: 01/05/2020 VALUATION: $5,500.00 CONTACTS NAME COMPANY ADDRESS Contractor RICARDO CHAVEZ J QUINTERO ROOFING CORP 7570 NW 14 ST MIAMI, FL 33126 Owner SANDRA COFIELD 1286 NE 96 ST MIAMI SHORES, FL 33138 iiint REVIEW ITEM STATUS REVIEWER Building v.1 Requires Re -submit Ismael Naranjo email: naranjoi@msvfl.gov Review item used to allow building to comment during a plan review Comments: 1. Provide calculations as require under general limitation 7 of the product approval. N.O.A. 15-0729.18 July 09, 2019 10050 NE 2 Ave Miami Shores FL 33138 Page 1 of 1