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RF-14-2674BUILDING 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 RROOFING FBC 2WO Master Permit No. Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL F-1 PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 5-3. H W :;L St City: Miami Shores County: Miami Dade Zip: l Folio/Parcel#: 1 I — n- ( ?6 & - 9 40C? Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): g�j-ej-T'C�f f7> UT-0—Y" Phone#: Address: N VQ ! ( 2 !9t - City: M �Cl.k" t 9 A vee_'T State: � �-- Zip: 331 Tenant/Lessee Name: Email: ' CONTRACTOR: Company Name: ?_ �l Phone#: 206- 114- '2_1,'S3 Address: P. cz; D 4 T S City: `_ e� State: L Zip: ®� Qualifier Nam : Cht rQ_ m c _ 1`f� Phone#: State Certification or Registration #: CCy— "VS_ 1 4� I Fs- Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 110.002 Square/Linear Footage of Work: 2251 S' F. Type of Work: ❑ Addition ❑ Alteration ❑ New ,_ E6�]_Re air/Re lace ❑ Demolition Description of Work: Specify color of color thru tile: a Submittal Fee $ o Permit Fee $ 3 (y) CCF $ CO/CC $ Scanning Fee $. Technology Fee $ Structural Reviews $ (Revised02/24/2014) Radon Fee $ Training/Education Fee $ DBPR $ Notary $ Double Fee $ Bond $'9C)V - W TOTAL FEE NOW DUE $ 2 9 . D —�Gq " Go 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 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. Signature Signature Signature�� OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this day of e— , 20 . by Y77 "-Q who is personally known to me or who has produced,& & as identificatiovenclA(o di0oke an NOTARY The foregoing instrument was acknowledged before me this 0— day of f 20 � H , by 0C—Q ,,IE -M w who is personally known to me or who has produced T1— as identification and who did take an oath. NOTARY PUBLIC: Sin Sign: � -- Print: Print: ,� tate a FlorWa Y�,. ODALYS LOBES Sindie Alvarez Seal: °° ,- My COi:'lViSb1ON R EE 181910 Seal: � MY comm188ton FF 156750 a [:RF(NES: June 18, 2C16 00/11 Expires OW0312018 i�,.,;;; ; ;,.• Bonded fhru Notary Pubic UndenliNters A. APPROVED BY 2� 1� Plans Examiner " oning Structural Review Clerk (RevisedO2/24/2014) ��wn wv i �, vvvu�ivv�� .ICENSE NUMBER 1 mmv LNVVJUIV, om'mC INP'C T STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 ODEDIRAN, OLUREMI BARAKEL ASSOCIATES INC 20401 NW 2ND AVENUE SUITE 207 MIAMI GARDENS FL 33169 ISSUED: 07/30/2014 DISPLAY AS REQUIRED BY LAW RICK SCOTT, GOVERNOR .ICENSE NUMBER 0 0 ■ SEQ # L1407300001904 KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD The ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 ODEDIRAN, OLUREMI BARAKEL ASSOCIATES INC 20401 NW 2ND AVENUE SUITE 207 MIAMI GARDENS FL 33169 ISSUED: 07/30/2014 DISPLAY AS REQUIRED BY LAW RICK SCOTT, GOVERNOR .ICENSE NUMBER 0 C �• r 0 SEQ # L1407300001645 KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD The UNDERGROUND UTILITY & EXCAVATION CO Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 ODEDIRAN, OLUREMI BARAKEL ASSOCIATES INC 20401 NW 2ND AVENUE SUITE 207 MIAMI GARDENS FL 33169 ISSUED: 07/30/2014 DISPLAY AS REQUIRED BY LAW 004968 Local Business Tax Receipt Miami—Dade County, State of Florida —THIS IS NOTA BILL — DO NOT PAY 5972998 BUSINESS NAME/LOCATION RECEIPT NO. BARAKEL ASSOCIATES INC RENEWAL 20401 NW 2 AVE 207 6231104 MIAMI GARDENS FL 33169 LBT EXPIRES SEPTEMBER 30, 2015 Must be displayed at place of business Pursuant to County Code Chapter 8A — Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS BARAKEL ASSOCIATES INC 196 SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED Worker(s) 1 CCC051578 BY TAX COLLECTOR $45.00 09/12/2014 ECHECK-14-142894 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 holders 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.miamidadegov/taxcollector 00496" Local Business Tax Receipt Miami—Dade County, State of Florida —THIS IS NOTA BILL — DO NOT PAY 5973020 BUSINESS NAME/LOCATION BARAKEL ASSOCIATES INC 20401 NW 2 AVE 207 MIAMI GARDENS FL 33169 LBT RECEIPT NO. EXPIRES RENEWAL SEPTEMBER 30, 2015 6231138 Must be displayed at place of business Pursuant to County Code Chapter 8A — Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS BARAKEL ASSOCIATES INC 196 GENERAL BUILDING CONTRACTOR PAYMENT RECEIVED CGC046558 Worker(s) 1 BY TAX COLLECTOR$45.00 09/12/2014 ECHECK-14-142894 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 holders 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.miamidade.gaykaxcollector CERTIFICATE OF LIABILITY INSURANCEDATE MOWWM THIS CERTIFICATE IB 189UEp AS A MATTER OF INFORMATICAI OI'JLY AND) CONFERS No RIQWTS UPON THE CERTIFICATE HOLDER. TH92�8�2014 CERTIFICATE DOES NOT AFFIRMATR/EI.Y OR Id(_GATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE OCES NOT CONSTITUTE A CCNTRACT BETWEEN THE ISSLuive INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER, IMPORTANT: If the CsrtlBCets holder In wi A ^� ° DDITIONAL INSURE0' this poIICY(lsaj covet ba endorsed, If SUISROGd4TION 13 WAIVED, subject to the terms and candlUons of the policy, certain ROIk:Nm mey raqulra an endoreernala L A be qn this Certlflcatrl• tlaea not confer rights t0 the certificate holder In Ileu of such ondoraeme e . - PRODUCER BENDELL INSURANCE GROUP IN(.` 4XR7 1 ANDMW OGRIN.'AN PO Box 164235 PHO E lI. (305) 24 9-51155 am 0,- �� fAIC.Ncl: (305) 249-5057 Miardl, FL 33116-4235 Ao� D' R ss:bigc,rr yX@bel.lsouth.Yie� INSURED $ARANgL ASSOCIA7;8, IR.0 P O BOX 5843 HOLLYWOOD, FL 3_1083 NAIa/ CO INSURER C; — f ----I INSURER E! _ IN41 IIiFG C � ,v .�� THIS IS TO CERTIFY THAT THE POLICIE: O�INSUIgANCE LIS7t D BELOW HAVE BEEN ISSUED TO THE INSURED nCVNAMED ABOVE FORTHEPOLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR COVbITION OI' ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY r'ERTAIN, THE INSURANCE AFFORDEC BY TME POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOW_ N MAY HAVE BEE N REDUCED BY PAID CLAIMS, lam TYPE OF INSURANCE RIM i 1- �r P JLICY NUMeI:R M GENERAL LIABILITY aim r MMI 16,�YYt/\ LIMITS X COMMERCIAL GENERAL LrABIL1IY EACH OCCURRENCE S 1 000 C CLAIMS -MADE I --, PREMI E9 (Ea eaNMftee 8 100 0 OCCUR MED EXP An mw w!m S 5 O 3DR6558 07/0./14 07/01/Z:'s peR oNALaADV INJURY s 1,000.0 R DESCRIPTION OF OPERATIONS I LOCATIONS! VEHII 'LES (Al{ec' ACORp 107, AJdlilo•IUI R�,norlw gl6ryedyk, N mora �ppap io reQulredl GENERAL CONTRACTOR CERTIFICATE HOLDER C MIAMI SHORES VILLAGE )BLDG DEPT _ 10050 NE 2ND AVENUE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE MIAMI SHORES, FL 339.:3.3 ACCORDANCE WITH TION THE POAIE LICEY PRO MS. NOTICE WILL 8E DELIVERED IN 2010/05 "' "' ACORD25 ( ) The AC ORD name and logo are rail listened marks of ACORO L00/Loot 11300310 All rights reserved. ZgOgsvzgOE XV3 ZL:VL bLOZ/80/ZL GEN'L AGGREGATE LIMIT APPLIES PER POLICY PRO FILOG AIJTOMOEILE LIABILITY -S GENIIRAL AOOREGATE S 000,00 PROR)UCTS - COMProP AGG $ 2,000,0 O $ ANYAUTO ALL OWNEDLA ULED AUTOS x HIRED AUTOS uNED _ 08448133-2 02/16/14 02/16/11, Ea amdenl 500 ,00 BODILY INJURY (Pwpuron) s BODILY INJURY (Pa �idanl) 8 PerACOWOnt i S EACH OCCURRENCE $ UMBRELLA LU19 OCCUR EXCESS LIAB CLAMS-MAOG a NA DED RETENTION 0 AGGIVEGATE $ A - I c WO KERS COMPENSATION AND EMPLOYERS' LIA®ILrTY ANY PR0FRIET0R?ARYNERexUc rIVE 1YIN OFFICERUMEWER EXCL=I;? ImAnaalory in NMI ityes,dewilbeundar DESCRIPTION OF OPERATIONS below NIA - NA EL EACH ACCIDENT g EL DISEASE - EA EMPLOYE S E.L. OIBL'HSE .POLICY LIMIT $ NA DESCRIPTION OF OPERATIONS I LOCATIONS! VEHII 'LES (Al{ec' ACORp 107, AJdlilo•IUI R�,norlw gl6ryedyk, N mora �ppap io reQulredl GENERAL CONTRACTOR CERTIFICATE HOLDER C MIAMI SHORES VILLAGE )BLDG DEPT _ 10050 NE 2ND AVENUE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE MIAMI SHORES, FL 339.:3.3 ACCORDANCE WITH TION THE POAIE LICEY PRO MS. NOTICE WILL 8E DELIVERED IN 2010/05 "' "' ACORD25 ( ) The AC ORD name and logo are rail listened marks of ACORO L00/Loot 11300310 All rights reserved. ZgOgsvzgOE XV3 ZL:VL bLOZ/80/ZL JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 9/21/2013 PERSON: ODEDIRAN FEIN: 161771003 BUSINESS NAME AND ADDRESS: BARAKEL ASSOCIATES INC 20401 NW 2 AVENUE, SUITE 207 MIAMI EXPIRATION DATE: 9/21/2015 OLUREMI FL 33169 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL ROOFING -ALL KINDS EXCAVATION AND CONTRACTOR AND DRIVER DRIVERS NOC Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS? (850)413-1609 s Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore, you maybe personally liable for the worker compensation injuries of M person allowed to work under this permit Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Owner Print Name: 6��d _ Signature:�— State of Florida ) County of Miami -Dade ) Sworn o d subscribeAl day of 0 EXHI-�r-3-­ ,_ icUader'udtcrs Bonded Thw Notary R Contractor Print Name: , C - Signature: State of Florida ) County of Miami -Dade ) Sworn to and subscribed before me this day ofM-fat,(2_ , 20 1�. By of Identification Pubdo State of Flodde My Commission FF 158750 Exotres 09/03/2018 Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Simed Roof System) Fill in Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet and Identify Manufacturer Attachment (If a component is not used, identify as "NA") System Manufacturer: <:i A- Ir NOA No.: 13 , 1,0-22- - I �;_ Pressures, From RAS 128 or Pmax1: Pmax2: Pmax3: Pressure, From the Specific NOA Field: do " oc @ Lap, # Rows 2 @ " oc Perimeter: _dc, " oc @ Lap, # Rows �a(�i►. : •" oc Comer: oc @ Lap, # Rov7? @ ' 'Oc ..... 0-9 Number of Fasteners7d; lAsulatiori Board System: •.•••• •• • Field: Perimeter *_ -I • Confer� •, • Deck:'' Type: � 2 %Looccl ;••'�: •. -- -- —,. Illustrate Components Noted and""' �_ Gauge/ Thkaess "�' f _ `` •• • • ----,Details as Applicable: • ; • • • Slope: Wo° dblocking, Gutter, Edge Tentrtation, S pping, Flashing, Continuous Cleat, Cant Anchor a Strip, Base Fleshing, Counter- Flashing, Coping, Etc. Anchor/Base Sheet Fastener/Bonding Material: Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Insulation Base Layer: Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Cj� - Vykll(.1S � Top Insulation Layer: FT. rrl's Parapet �� �{-,- Top Insulation Size and Thickness: 3„ r� �` Height Top Insulation Fastener/Bonding Material: �t ii ,t gg , e FT. IX Base Sheet(s) & No. of Ply(s):#'7!;, &Se 6 iG y G44_,W4 o Mean Brise Sheet Fasten r/Bonding Material: Roof 4A--R--S Height Ply Sheet(s) & No. of Ply(s):Ar- Q&55 (�a�'�l�.s PI Sheet Fastener/Bonding Material:� C Top Ply: GAA nL S CAP S,4 Top Ply Fastener/Bonding Material• 67 Surfacing: C j r–ct no 2.e.( — 0000.• 000000 nln Ptoof slope, 12 Ridge Venffi&Wn? rJ[A mean Roof Height. - 12301 -48 i,*l 3 PAGE 4 4f -a v P?-� m Type & spacing: .4 M, Ir- 4t Cap Sheet: g=��7 Covedng: 5- T ,Type & Size Drip Edge: Co_ Florida Building Code Edon 201 High Velocity Hurricane Zone Uniform Permit Application Form ®r &Omeng based the s ygtems, ebooge ewer method II or 20 Compared the values for Mthe values A°ommn M �'If the Mr values are greater than or equal to the Rte° values, for web mrea of the irool9 them the the attachment method Is acceptablee Method I'Moment Based Tale Caiculataons Per RAS 127" -Mg. 6-7S = a 3,!�>-03 NOA K �6 S A�mg: NOA 10 r. • 7 F. Q� , ®�) - Mg: = I !'1" 70 NOA lbdr ��i Method 2 "Saffip➢fed Tile Calculation Per Table Below" Required Moment of Resistance ) mom Fable Below .32- ' -- NOA *must be used in conjunction with a lust of moment based tale systems endorsed by the Broward Count® low of Mules and Appeals. For Uplift used We stems use Method 3e Compared the values for F° with the values for F,. If the FQ values are greater than or equal to the F, values, for each area of the roof, then the the attachment method is acceptable. Method 3 "Uplaft used Tale Calculations Per RAS 127' Fri: N®A F° w: = ) - Wo x cos ®: = Fr2-. NOA F° We= )-We Xcds®:—= F13: N®AF° '.'73 C -4e 1,'.3 PAGE 5 MIAMFD_ADE. MIAMI-1DADE COUNT PRODUCT CONTROL SECTION DEPAR'TMEN'T Oi:' idEGULATORY AND ECONO9NIIC RESOURCES (TIES) 11805 SW 26 Street. Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami. Florida 33175-2474 T(786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE 0A)-vv%ss.miamidade.6oe:eeonom: )floral Roofing, i1LC 7575 Imine Center Drive, Suite 100 Irvine, CA 92618 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 Authoril-y Having Jurisdiction (AHJ). This NOA steal', 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 oroduct 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: Spanish `S' Nuevo Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -bade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been riled 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 Oficial. This NOA renews NOA No. 12-0308.19 and consists of pages I through 7. The submitted documentation was reviewed by Juan E. Coliao, R.A. NOA No.: 14-0408.06 Expiration Date: 05/20/19 Approval Date: 06/05/14 Page 1 of 7 ROO!, -TNG ASSEMBLY APPRO `VAL Category: rRooT,ng Sub-Catego:i,: Roofing Tiles Materiak Concrete Desk Type: Wood 1. SCOPE This approves a system using Spanish `S9 Nuevo Concrete Roof Titre, as manufactured by Borai Roofing LLC in Lake Wales, FL., and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Test Identifier 'Fest Name/Report Manufactured by Redland Technologies Fest Product Apl2 isaiit Dimensions SiBeciYleations Description Spanish'S' Nuevo Tile 1✓ = 17" TAS 1 i2 High profile, interlocking, one-piece, 'S' Dec. 1991 W = 9 3/4" Appendix 11 shaped, high-pressure extruded concrete H t = 2 '`1'32" P0647-01 roof the equipped with three nail holes. For Aug. 1994 Min. 0.65" thick direct deck nail -on, mortar set or adhesive Redland Technologies P0402 set applications. Trim Pieces L= varies TAS 112 Accessory trim, concrete roof pieces for use W = varies 94-084 at hips, rakes, ridges and valley May 1994 Varying thickness terminations. Manufactured for each tile The Center for Applied 94-083 profiie. 201 MANU'PACTURING L®CATION 1. Lake Wales, PL 202 SUBMITTED EVIDENCE: Test Ageney Test Identifier 'Fest Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix 111 PA 102 & PA i02(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix 11 PA 108 (Nail -On) Redland Technologies P0647-01 Wind Tunnel Testing Aug. 1994 °A 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. PA 101 (Mortar Set) The Center for Applied 94-083 Static Uplift Testing April 1994 Engineering, lnc. PA 101 (Adhesive Set) No.: 14-0408.06 CxpeaNON MIAMFDADE COUMY ... s ati®n Date: 0/20/19 kppr®vat date: 06/95/14 Page 2 of 7 202 SUBMITTED EVIDENCE: Test Agency Test Identifier The Center for Applied 25-7183-4 Engineering, inc. The Center for Appiied Engineering, Inc. Redland Technologies The Center for Applied Engineering, snc. Nutting Engineering Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, inc. Walker Engineering, Inc. Walker Engineering. inc. Walker Engineering, Inc. American Test Lab of South Florida 25-7214-3 Letter Dated Aug. 1, 1994 Project No. 307025 Test 4MDC-78 '43 52011 i-3 520191-2-1 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations �vaivation Calculat=:ons Caiculations Evaluation Calculations Calculations RTO 130.01-14 RT0426.01-14 Test Name/Report Static Uplif< Testing FA 102 (2 Quik -Drive Screws, Direct Deck) Static uplift Testing FA IO2 (I Qu;k-Drive Screw, Direct Deck) Wind Tunnel Testing PA 108 (Nail -On) Wind Driven Rain PA 100 71hNslcae P:operaes TAS 112 Static Uplift Testing PA 101 .Aerodynamic Multiplier 25-7094 25-7496 25-7584 25-7804b-8 25-7804-4 & 5 25-7848-6 25-7183 Two ratty Adhesive Set System Restoring ,"Moment Due to Gravity Aerodynamic Multiplier Restoring Moment Due to Gravity TAS 112 TAS 112 Date Feb. 1995 March:, 1995 Aug. 1994 Oct. 1994 Feb 2009 Dec. 1998 March 1999 Jan 2009 February 1996 April 1996 December 1996 March 1995 April 1999 Jan 2009 09/01/10 09/02/10 02/05/14 05/02/14 NOA No.: 14-0408.06 Expiration Date: 05/20/19 Approval Date: 06/05/14 Page 3 of 7 3. LIMITAT-IONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set the applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4: Minimum �:nderlayment shall be in compliance with the applicable Roofing Applications Standards listed section 1nereir:. 3.5 30/90 hot 'Hopped underlayment applications may be installed perpendicuiar to the roof slope unless stated otherwise by the underlayment material manufacturers pub:ished literarure. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed or slopes 7:12 and greater 3.8 All products listed hereir shall have a quality assurance audit in accordance with the Florida Building Code and Buie 61020-3 of the Florida Administrative Code. 4. INSTALLAT20N 4.1 Spanish 'S' Nuevo Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118. RAS 1 19, and RAS 120. 4.2 Data For Attachment Calculations t Table 'l: Average Weight (W) and Dimens oris X w � Tile Profiie Weight -W (l�II iLang t -i (f) Width -ate (iii) Spanish `S' Nuevo T iie 8.95 1.417 I 0.8125 r Table 2: Aerodynamic a;flu;!tlpiiers - A, (ft'; 1 Tie 1 (ft ti3) k (ft3) { 'c•.. marten Application 4 Direct Deck Application ! Spanish `S' Nuevo Tile 0.215 0.233 NOA No.: iJ.-0408.06 Expiration Date: 0-5/20/19 Approval Date: 06/05/14 Page 4 of 7 T ansae 3: Restoring Moments due to Gravity - Wig s t-lof) Tile ; � Profile 2:° 2 I 3:12 i 4:`�°'� :` d:12 17:92 or gPegreaterI ;Spanish Battens j Direct Battens i Direct Battens Direct Battens I Direct ' Battens j Direct i Battens Direct S' Nuevo i i Deck'Deck Deck Deck Deck i heck Tile 5.36 i 6.00 I 5.30 : 5.93 1 5.21 1 5.83 ! 5.09 5.70 4.96 5.56 I 4.82 I 5.39 11 NOA No.: iJ.-0408.06 Expiration Date: 0-5/20/19 Approval Date: 06/05/14 Page 4 of 7 I able 5: 1 Tabl-ae 4: Attachmei"t Resistance E-Xpressec as a Moment - Mg (at-lbf) ^or alai:-cn S fstLms I Tiie Profiie 'qUrect =astener Type ; Dack 'min. 15132" plywood) ; Direct Deck (inln. 19132" I plywood) Battens I Spanish `S' Nuevo Ttie 2-10d Ring Shank Naiis ; 1-10d S;ttooth or Screw Shank Nai? ! 28.6 5.11 41.2 I 6.8 1 ? 9.4 2.8 2-1 Od Smooth or Screw Shark Nails ! 6.9 9.2 7.3 - 8 Screw 20.7 20.7 ; 8.1 2 - -71r-8 Screws 43.2 43.2 29.8 1-10d Smooth or Screw Shank flail ! (Field Clip) 23.1 23.1 19.0 1-10d Smooth or Screw Shank Naii i (Save Clip) 29.3 29.3 24.0 j 2-1 Od S goo h or Screw Shank Naiis (Fejt Clip) 27.6 ; 27.6 1 38.6 2-1 Od Smooth or Screw Shank Mails 'Save Clip) 38.1 ! 38.1 41.8 j 2-1 Od Ring Shank Nails' 33. ` 48.1 45.2 i i 1 Installation with a 4" tiie headlag) and fasteners are located a min. of 2%2" from head of tile. I able 5: 1 Attachment Resistance Expressed as a Momeivz EBF (ft-ibf) i for Two Patty Adhesive Set Systems Tile Profile ! a He Application I Minimum Attachment I i Resistance I Spanish `S' Nuevo Till Adhesive 29.33 �2 See manufactures component approvai for instailation requirements. �' z Rexibie ;-roducts Company Tile6ond Average weight per pa -,,y 10.7 grams. y 31Vi ," 2-0-cmponent Foam riocf Tile Adhesive AH -160 Average weight per pati;! 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Wii; (t-ibf) for Siri& Fatty Adhesive Sec Systems Tiie ( THe Application I Minimum Attachment ! i�r®fife I ! Resistance i Spanish 'S' Nuevo T ie 3 " 2 -Component =carr Roof Tile Adhesive Air -16C , 66.5 3WTm 2 -Component r oam Roof Tile Adhesive Air -16C 38.7 14 Large paddy placement o76'3 grams of W"11 -9 -Component Foam Roof Tile Adhesive AH -160. 15 Medium paddy piacement of 24 grams of 38 ," 2 -Component roam Roof Tile Adhesive AH -160. NOA No.: 14-0408.06 Expiration Date: 05/20/19 Approval Date: 06/05/14 Page 5of7 Table 7:.Attacri hent ResHstance Expressed as a Moment - Mf(ft-lb for Mortar Set Systems File Pr&;He The Attachment i Appilcation ; Resistance E Spanish `S' Nuevo Tile Mortar Set24.5 6 Tile -Tice ROOF Tile Mortar. -5o ?BABE INVIG All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below). or following statement: "Mia-ni-made County Product Control Approved". 10 'BOR.-kL Ro©1 ING LLC SPANISH `S' Nuw-v o CONCRETE Ii oOF TiLE (LAKE WALES, FL.) (LOCATED ®. UN DERSIDE o: :1LLE) 6.1 Application for bui?ding permit shall be accompanied by copies of the foliow ng: Tris "notice of Acceptance. 6.1-2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation ofthis system. NGA No.: 14-a-'08.©6 Expiration Bate: 05/20/19 Approval ®ate: 06/05/1 Page 6 of 7 Fastener Ho -c -z PRO]HLE DRAwINGS SP ?MSH IS' NUEVO CONCRETERoc�,,, TYLE END OF THIS ACCEPTANCE NOA No.: 14-0408.06 MIAMMADECOUNW Expiration Date: 05/20/19 Approvai Date: 06/05114 Page 7 of 7 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.131 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 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 and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics -Workmanship: The workmanship provisions of Section R4402 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. 2. Renailing Wood Decks: When replacing roofing, the existing wood rdgfptctr maylVve to be renailed in accordance with the current provisions of Section R4403. (The roof deck is.14.WO Y concgaterj prior to removing the existing roof system.) • 0000.. *see 9000 3. Common Roofs: Common roofs are those which have no visibPe•deAneatioRel3sween neighboring units (i.e. townhouses, condominiums, etc.) In buildings with comwrom4reofs, the6roofing contractor and/or owner should notify the occupants of adjacent units of roofing we4"6e pe4mfned. 0000.. S - 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the rgVjc Ming can be viewed from below. The owner may wish to maintain the architectural appeaCanW, Sherefdre, roofing nail penetrations of the underside of the decking may not be acceptable. This provides tlidoplon of maV tdihing this appearance. *000 Q§� 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up 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 Sections R4402, R4403 and R4413. 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. Exception: Attic spaces, designed by a Florida licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. a Owner's/Agei. sSignature -3 5 l�[))' 112 S4 -- Property Address / i L 152 - Date C tractor's Signature Permit Number 000..0 0000.. 699966 0000. 6966. 0000.. ..96.0 ..99.6 6 6 GAF 1361 Alps Road Wayne, NJ 07470 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). • MIAMWADE MIAMI-DADE COUNTY This NOA shall not be valid after the expiration date stated below. The Miami -Dade CoGl7ty Produpf. . •. PRODUCT CONTROL SECTION Control Section (In Miami Dade County) and/or the AHJ (in than Miami Daae2f6unty)* 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) 31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy GAF 1361 Alps Road Wayne, NJ 07470 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). • 0000.. 0000.. This NOA shall not be valid after the expiration date stated below. The Miami -Dade CoGl7ty Produpf. . •. •. Control Section (In Miami Dade County) and/or the AHJ (in than Miami Daae2f6unty)* • • • • areas other reserve the right to have this product or material tested for quality assurance purposes. 0% i40iS product pr. :too*: material fails to perform in the accepted manner, the manufacturer will incur the expentseaf s''uch testi%• ..... and the AHJ may immediately revoke, modify, or suspend the use of such product or mutpiei with ptio; • • � • • jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by MT&nt Sade CdLfnty • • • • • • Product Control Section that this product or material fails to meet the requirements of Xe apt*licable 0 building code. ; • • • • • �0 . . •.•..• This is described herein, has been designed to theYlorida Building Code • • product approved as and comply with 0000 including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof Systems for 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. 13-0424.09 and consists of pages 1 through 16. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 1 of 16 Membrane Type: BUR Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOut'n' Fire Barrier Coating, VersaShielde Fire Resistant Roof Deck Protection or (optional) Securock7 Gypsum Fiber Roof Board. Base sheet: GAFGLAS® #80 Ultima"" Base Sheet, Stratavene Eliminator'M Nailable Venting Base Sheet, Ruberoid® 20, Ruberoid® SBS Heat -Weld' Smooth or Ruberoid® SBS Heat-WeldTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® FlexPly'n' 6, GAFGLAS® #75 13asALeet (;.anyof above.' base sheets attached to deck with approved annular ring shank waiirq, tit tin Zaps � a • • • •: • fastener spacing of 9" o.c. at the lap staggered and in two rows 4211tre. in the fitld. ;••s•; (Maximum Design Pressure —45 psf. See General Limitation # ... .... ..... GAFGLAS® Ply 4, GAFGLAS® FlexPlyTm 6� GAFGLAS®#75 $� s beet or !v; of abo� base sheets attached to deck with Drill -Tec #12 Fastener or 1?pj��[�c #14 and Drill- �• Tec'n' 3" Steel Plate, Drill -Teen' AccuTrace Flat Plate or Drill-:ecT* AccuTsace RecesseA..:. Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The othrr r9ws are aqual y space, • approximately 12" o.c. in the field of the sheet. 00' ;''' ' • (Maximum Design Pressure —45 psf. See General Limitation #7) "" GAFGLAS® Flex Ply'"' 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf. See General Limitation #7) GAFGLAS® #80 Ultima'' Base Sheet, Ruberoid® 20, Ruberoid® Mop Smooth, base sheet attached to deck with approved 1'/4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf. See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -Teen' #12 Fastener or Drill -Tec"' #14 Fastener and Drill -Tec"" 3" Steel Plate, Drill -Tec"" AccuTrace Flat Plate or Drill-Tec"m AccuTrace Recessed Plate 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf. See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec'"' insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf. See General Limitation #7) NOA No.: 13-1022.15 M�artaEco Pmr Expiration Date: 11/04/18 rilgam o Approval Date: 11/06/14 Page 14 of 16 Fastening Options: GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM (Continued) #12 Fastener or Drill-TecT`" #14 Fastener and Drill-TecTM 3" Steel Plate, Drill -Tee T. AccuTrace Flat Plate or Drill-TecT' AccuTraco Recessed Plate 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf. See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS® Ply 4 or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapW BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Surfacing: Optional on granular surfaced membranes; required for smooth memtiuvs* Chosen •.• components must be applied according to manufacturer's a;pptajion 4struFtions. • * All coatings must be listed within a current NOA.000080 ' ' .. 0000 ' . .. 1. Gravel or slag applied at 4001bs./sq. and 300 lbs./sq!r;vectively in a flood:•...: coat of approved asphalt at 601bs./sq. 8960 ' •" ' 2. Topcoat® Surface Seal SB applied at Ito 1.5 gal./sq.::::, 0 0 0 8 0. Maximum Design • Pressure: .. .. ... 0000.. See Fastening Options . . . • 0000 .. 0000.. . . 0000.. .. . 0000 0 • NOA No.: 13-1022.15 MIAMMADE COUNTYM Expiration Date: 11/04/18 • • Approval Date: 11/06/14 Page 15 of 16 WOOD DECK SYSTEM LimITATIONS: 1 A slip sheet is required with GAFGLAS° Ply 4 and GAFGLAS® Flex P1yTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4" DensDecC Roof Board or''/Z" Type X gypsum board is acceptable to be installed directly over the wood deck. 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 asplI lt, Anel size shall be 4'x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over cltrsed;ell f1mp hVulations •, when the base sheet is fully mopped. If no recovery board is used the base sheet shall IVI;afied us'ing's' of 0000" mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbop0:n three ro psi one at:•••• each sidelap and one down the center of the sheet allowing a continuous area of ventillt qyj. £ncireUggof the .... • strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow crorsi+estilations Asphalt.+:•.' application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot att9V9d systemsshall be • • • •; • limited to a maximum design pressure of -45 psf. 0000" ' 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Forc*(F'). alue of•PS4bf., 4•••• tested in compliance with Testing Application Standard TAS 105. If the fastener valu0,afiDld-tested•.;e be]( Ps"; 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 Professional Engineer, Registered 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. 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.: 13-1022.15 KM1AWDADEC0UNWM Expiration Date: 11/04/18 • Approval Date: 11/06/14 Page 16 of 16 The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 -In. minimum gypsum board is an acceptable alternate for Insulation over C-15/32 decks. The use of polystyrene Insulation board between minimum -A-in. thlck perliu3 board-andderk witl+ rosin paper (perilte/rosin paper/polystyrene/per fte) is a suitable alternate for polyisc-yc-nurate board In the fo"owln5- Class 9,3 or C systems. "EnergyGuard RA" or "Tapered EnergyGuard RA" or "EnergyGuard Composite RA" may be substituted for any Atlas polyisocyanurate Insulation in any of the following Classifications. Trumbull "Penna Mop" may be utilized with any of the following "AspP:a:t Felt S/stems w. -,h Hot Roofing Asphalt". GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. "GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6". "GAFTEMP Permalite Recover Board" may be used In lieu of any perlite insulation In any of the following NC Classifications. Unless otherwise Indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Flreshield MB"et 21h•- 3-gal/100-ft2. 0000•• • • • 0000•• Class A, B and C • • • • 0 • • • • • 00••06 • •0 ••0.0• Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. 000000 • • • 0000•• 0000 es" • • "Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid Mop" SBS products In any apllflm0assific4a, 0 0 0 0:006 Class A 0 • • • • • •0.0• •• • 0000• •• •0 •• • •0.00• • •00••• • • 1. Deck: C-15/32 Incline: 3 0 0 0 • • • • • • 0 • •0•••• Insulation (Optional): — One or more layers periite, wood fiber, glass Rber, polyisocyanurate, uretgWlopeYiite/polyissgyosurate 0 0 • • • 0 composite, perlite/urethane composite, wood fiber/potosocyanurate composite, phenolic, any thickness. • Ply Sheetr — Three or more plies Type Gi "GAFGLAS Ply 4" or "GAFGLAS Ply 6", hot mopped. 04:6 Surfacing: — Gravel. 2. Deck C-15/32 Incline: 2 insulation (Optional): — One or more layers periite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite/polyisocyanurate composite, periite/urethane composite, wood fiber/polyisoryanurate composite, phenolic, any thickness. Ply Sheet: — Three or more plies Type Gi "GAFGLAS Ply 4" or "GAFGLAS Piy 6". Cap Sheet: — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet". 3. Deck NC Indine: 2 Insulation (Optional): — One or more layers periite, wood fiber, glass fiber, polylsocyanurate, urethane, perilte/polyisocyanurate composite, perlite/urethane composite, wood Rber/polyisocyanurate composite, phenolic, 2 -In. maximum. Ply Sheet: — Two or more plies Type G3 "GAFGLAS Ply 4" or "GAFGLAS Ply 6". Cap Sheets — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" . 4. Deck: NC Indine: 1/2 Insulation: — One or two layers "Isotherm R", any thickness, hot mopped. Ply Sheet: — Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C-15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Base Sheets — One ply Type G2 "GAFGLAS #75 Base Sheer (may be nailed). Ply Sheet: — One or more plies Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6". Cap Sheet: — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet". 5. Deck: NC Inclines 3 Base Sheet — One ply Type G2 "GAFGLAS #75 Base Sheet". Ply Sheet: — One or more plies Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6". Cap Sheet: — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet". http://database.ul.com/cgi-bi vXYV/template/LISEXT/1FRAME/showpage.html?name=... 12/21/2007 Department of Permitting, Environment, and Regulatory Affairs Microfilm Section M IAM f•DADE 11805 S.W. 26 Street (Coral Way) • Room 201 0 Miami, Florida 33175-2474 i 111 A T 786 -315-2340 F 786-315-2917 miamidade.gov r IAN 2 9 2015 Date: _0 i Permit number: � �2 To Whom It May Concern: Please be d ' that today, a diligent search of the permit records was performed y�� from the Microfilm Section for the above stated _A research resulted in no plans being found. If you have any additional questions, comments, or concerns regarding this matter, please do not hesitate to contact the Microfilm Plans -Library of the Department of Regulatory and Economic Resources. n ely, Carlos Medina Microfilm Supervisor No records Found, General '• bAb$ COY PLA44ING BUILDING A3 ze6ING DEPART APPLICATION FOR 3TRUCi -j'e.t to compliance with a regulation e Application is hereby described,, Plans and ape ted for the construction, lag of the structures des for accuracy ,q5r, or Aesul Adress_ -_. AND/OR PANCY AND/OR USE/FWWIT, sub= FEDERAL TATE AND COUNTY L* S, rules and le fo approval of pr •posed /use of premises is ions for such ar►erewith submit - .a. ng, remodeling, a or and/or repair- ed, Dade County ass e o responsibility from the plans submi to Lois / Blook� Location Jr3 S� /I/ e"") // 2 Legal Des. "«- Architect C-Gr�'/�r.� L�'- C�v� tom` ,�,c.0 • Address i'//ll.! c c t ' Lot sizeS�lll1 3q.Fty / G Former Use Off •Hwy. Width,,,O) Ded.W:Ldth- Use an '' dfor o—ocupanoy applied fort Is Sarney of Lot attached A_ -f/.'s�A � ✓� N Will Surveyor's stakes be on Site whan work is started -44`<:) Race to Occupy -C Plans attached.?,,� 1 Filed No. Faffiiies_j:�_No.Bed Rms. Foundation New Bldg._ Plumb San.Toilet; - Structure c Addition, Repair/ Yla. No 1 CM,� • No. ✓ Stories Remodel Fence/ In" de FinisOther Roof 11 Cu. CcAt.(Wd,7.JLot Coverage$_ Our Est. Valu%_L=Feozsi2- in. -a Ty - PLUMBING No use wil � e made :or any other structure placed on the above premi- ses as described, except as now � was a eniti Show dimensions to canter line of J' all abutting "a. Witness Inspf►otor. � /46; roundatiot l Intel Framiaog „�`'� ~, ,Ae ate Completed, y� 7 l " a te► 0 -' DADE COUNTY PLPMING J,'L NING WILDING DEPAR2`BU;NT APPLICATION FOR BUI DING PERMIT _ tor: � a _ ^ _ - T _ Ins Address:r $- TE jCU. , CERK ISSUED 1 ' �' ). ANO. . 'L _ , vi . 0� t Applieatioa.ie.,hereby made ror a permit to erect, remeaet, a.Lzer amfor rep�L taw structure `or `structures below described, such at ure . or structures to be "Tse d as indicated below. Plans and speoifications for eh structures and use herewith sub- mitted and atZtached to this application, and are subject to compliance with all Federal,'Stateand Couhty lawns, resolutio ,•rules and regulations. DAEE C0713TY ASSM1ES NO UiRMSIMM FOR THE ACC OF, OR THE RESULTS FRWd THE PUGS SUB72I M ' f at�l�� 1. /i C `�i f i fi. ILAJI ADDRESS ✓ � ' I �rb %/ PH. Bldg. Contr. ?Addrbas •�___ __ Engineer Address PH. Architect Address PH. LEGAL DESCRIPTION -Subdivision b / 1�,� 7' �%� - - Lot i Block Address.» �- � t�(A if � � �� �'t- � *,ot Size Sq. Est. in Lot Swvey Attached?� Staked When Work Starts? PRESS T USE CH PROPERTY C (NO, or eai$ting biagst# it anyj; ana ysqp-.�n eaon./ USS AND OCCUPANCY APPLIED FOR (TVZ-bf Rosi ential, Commercial or Industrial No. of Families No, of Bedrps, .- - -No, Store Units ' Race to Occupy TYP& STRUOTDRSNo. stari�s �- Type Found. - e Roof Plumbing to be nsta c gloat.? — ate? Plan Attar e ? Hotel Pmt.W0. Do you, under permit ;C+$ applied f�s�eaU^e o ®rent any walls? Fences? ; SWIM poo,?, ., Roes this application include paves? 1 othor accessory structure or installation not listed above? If sow 49hat? dry Wells? Bio, su i plot p instead of 2, showing drainage layout. If navi.nc for'oirf-street narking. show narking smoes and access layout on the 3_ plot pla TLOT N Submitted to Dade Co. P.Z, & B. Dept* for approval of use indicated & plans submitted. .�'-- - �. S DATE OF APPLICATION SIGNED'. at C6 tf owner or Cdbtraotor 'omidation 111 & Slab Muffin &•Lint.toAl - Sue T"c Taming, ,ake -Beam C•ug _. ;oof� f0 -1r Iiv. Width Ded, W dth Deed Restr. % off -St. Park.Y - Viol. % Drainage $ Fill Land , if so,. mise Const. Do plane shoat eleo.---j p].bg.- pigns„ , -bo-i I er„_,,,, air-cond.�_, gas ,other install. requiring sep.pormit Or check .PMT.= CWR. M. No. Cu. Gout. / `''`4e �''�,. Not Cov.._ Flood arit. Appr.S v. Red Card Cone, Test How many? tel.Card'� Roof as. Fee—. rcast pro=d.," approve'typ. if true se gpro40yype?_ ..1 this pmt. in CE WAIL - APMOVW ry" l� poll all R1Dp' RE: Permit # -KF` � � ' 'LG-� `'I Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION AFFIDAVIT DATE: ( - 1 C) I 'i o I ® L& ronc-�t <G)j licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: C,<Z-C— I -S `7 a On or about , 1 did personally inspect the roof deck nailing (Date & time) work at .53 va� r�11�C l l 2 St Kan-), S) -) y ras (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature/ State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this 0 E) Notary Public, Sate of Florida at Large Of ` 2-0l�-4 1?" Notary Public State of FI®dda • Bindle Alvarez M►Y Commta�n FF 106760 ORp DFacpUea 08!03/2018 `General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: S LkbrQ-t�. �QXC:1- 4 Property Address: 5..3 S N (a S-&7 Roofing Permit Number: Dear Building Official: I ISu,7vaC=—� c� certify that I am not required to retrofit the roof to wall connections of my building because: ❑ The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ 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) 5-,.-� I e Signature State of Florida County of Dade Print Name The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this � / S day of I-,)P—L-- Notary Public, Sate of Florida at ®DALYS L®RES MY COMWS SION # EE 181910 EXPIRES: June 18, 2016 Bonded Thou Notary Public Underwriters When the just valuation of the structure for purpose of ad valorem taxation Is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. 11 - ` Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-232780 Permit Number: RF -12-14-2674 Inspection Date: April 23, 2015 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: SUPREME, GERARD Work Classification: Tile/Flat Job Address: 535 NW 112 Street Miami Shores, FL 33168-3317 Project: <NONE> Contractor: BARAKEL ASSOCIATES INC Building Department Comments Phone Number Parcel Number 1121360210900 Phone: (305)914-2853 RE -ROOFING SHINGLES AND LOW SLOPE. Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-224750. Roof OK Missing renailing affidavit Failed Correction Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. For Inspections please call: (305)762-4949 April 23, 2015 Page 1 of 1 AFFIDAVIT OF COMPLIANCE WITH ROOF DECKING ATTACHMENT AND SECONDARY WATER BARRIER HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami -Dade County Building Department 11805 Coral Way, Suite 111 Miami, FL 33175 Re: Owner's Name S Property Address 5-3s- It -2 St Roofing Permit Number Dear Building Official: I 04L4�eMe CAQ�tY'Gia_ certify that the roof decking attachment and fasteners have been strengthened and corrected and a secondary water barrier has been provided as required by the "Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Structures" adopted by the Florida Building Commission by Rule 9B-3.047 F.A.C. Qualifying Agent Signa a of Qualifying Agent t7 1 caro#" s L�/4a_� c r� Print Name STATE OF FLORIDA COUNTY OF MIAMI-DADE Nalory Public state of Florida Sworn to and subscribed before me this Z o Chafts � My�canmissim FF 111M day of V , 20 / S , a E*=12H 1/2018 (SEAL) Personally known or Produced Identification C:'•Daumcaia and Scul.0=1VVy D0Cu M1SWdUiaGmpba;hRWfiin6 AfrW.a jtC=plia ro92607FIlabkd. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT 1101 � X114[6]F1; �] [- , To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: S U'pg'<2—kV-'4__ Property Address: 5_�>57 gW 1l'�- S -E . Roofing Permit Number: Date: Dear Building Official: s I ®r re vn c lJ� L1 L 4ZA certify that I have improved the roof to wall connections of the referenced property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Residential Structures as adopted by the Florida Building Commission by Rule 96-3.047 F.A.C. Cb&j(kP'#1 Sign ture Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Swom to and subscribed before me thi Notary Public, Sate of Florida at Large (SEAL) g, NMq Public State Of FkW8 � � � Henry Charles mTW ia►0FF 18283 a 8 Revised on 5/21/2009 FINAL COMPLIANCE