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RF-14-2560it 11I I201�-1 Miami Shores Village Building Department NOV 2 0 2014 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 �-- Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC X ROOFING ❑PLUMBING [:]MECHANICAL ['PUBLIC WORKS FBC 20 )0 Master Permit No. A F &— 50 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP (� CONTRACTOR DRAWINGS JOB ADDRESS: �= _t ()q P City: Miami Shores County: Miami Dade Zio: Folio/Parcel#: ar-stG - ®(000 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: Ic OWNER: Name (Fee Simple Titleholder): kksn l _ ze'\ 02 Phone#:'2M 3M City: _ Tenan Email: Name: CONTRACTOR:1 INA Address: -rj % City: Qualifier Name: State: 1Zip: *'A1 to l a State Certification or Registration M of Competency #: DESIGNER: Architect/Engineer: N HN Phone#: Address: ice_ City: JState: Zip: IV K Value of Work for this Permit: $ QQ 15 l JlJ Square/LinearrF�Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New lel„ Repair/Replace ❑ Demolition Description of Work: ne .�b ]�N C� Specify color of color thru tile: Submittal Fee $�Permit Fee $ i CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) Notary $ Double Fee $ Bond $7n��,��,- (j)�� TOTAL FEE NOW DUE $ �)W' 1 :20 Bonding Company's Name (if applicable) Bondin Company's Address Iy!N City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address Im III city State State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 estimate promise in good faith that a copy of the notice of commencement and construction lien whose property is subject to attachment. Also, a certified copy of the recorded notice of c for the first inspection which occurs seven (7) days after the building permit is issuA�d inspection will not be approved and a reinspection fee will be charged. \\ Signature Signature OWNER or AGENT The foregoing instrument was acknowledged befor me this The foregoing inst day of ��(e(i1_ 20, by �' day of who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: value exceeding $2500, the applicant must w brochure will be delivered to the person mencement must be posted at the job site i the absence of such posted notice, the CONTRACTOR me or who has produced was acknowledged before me this (P� . 20_, by who is personally known to identification and who did take an oath. NOTARY PUBLIC: Sign: k A Sign:_ Print: Print: Seal: .y.��, MICHELLE FARR MY COMMISSION # FF 006632 Seal: N., EXPIRES: July 27 2017 •°' S3oadedThruNotary Public Underwdtere *****##*sem #*##** APPROVED BY Plans Examiner Structural Review (Revised02/24/2014) MICHELLE FARR MY COMMISSION # FF OOE632 EXPIRES: July 27, 2017 Bonded Thru Notary Public Underwriters as Zoning Clerk ar s . A N N TE MG A N N 0 N P.Q. Box 3353, West Palm Beach, FL 33402-3353 ' *"LOCATED AT*" CONSTITUTIONAL TAX COLLECTOR www.pbotax.com Tel: (561) 355-2264 24 QLD JUPITER BEACH RD 5ct7�rrrgri1lfuc Nencf/ County JUPITER, FL 33477 Servingyou. - TYPE OF BUSINESS OWNER CERTIFICATION 0 RECEIPT SIDATE PAID AMT PAID BILL 0 58.0401 ADMINISTRATIVE OFFICE Joseph Ward Enterprises Inc 614.1334144.07/10/14 $33,00 840200849 This document Is valid only when receipted by the Tax Collector's Office, STATE OF FLORIDA PALM BEACH COUNTY 2014/2015 LOCAL BUSINESS TAX RECEIPT B1-172 Joseph Ward Enterprises Inc LBTR Number: 201472710 Joseph Ward Enterprises Inc EXPIRES: SEPTEMBER 30, 2015 24 OLD JUPITER BEACH RD JUPITER, FL 33477 This receipt grants the privilege of engaging in or managing any business profession or occupation within its Jurisdiction and MUST be conspicuously displayed at the place of business and In such a manner as to be open to the view of the public. . lla. R f CERTIFICATE OF LIABILITY INSURANCE �rr�./' °A�`M/201 Y' 11/18/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND; EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If tate certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsemeft A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsemerit(s). PRODUCER CONTACT NAME: FrankCrum Insurance Agency, Inc. PHONE (877)517-3416 FAX (727)608-1526 100 South Missouri Avenue E-MAILB'CIA@frankcrwn. con INSURER(S) AFFORDING COVERAGE NAIC M EACH OCCURRENCE $ 1,000,000 INSURER A: Houston Specialty Insurance Co 12936 Clearwater FL 33756 INSURED INSURER B: INSURER C: GEN'L AGGREGATE LIMIT APPLIES PER: X POLICY PRO LOC INSURER D: Joseph Ward Enterprises Inc. INSURER E: 24 Old Jupiter Beach Rd. INSURERF: Jupiter FL 33477 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. iL TYPE OF INSURANCE POLICY UMBER LILY EFF DDIYYYYI M M LILY EXP LIMITS A GENERAL LIABILITY $ COMMERCIAL GENERAL LIABILITY CLAIMS -MADE Q OCCUR 3492 /8/2014 /8/2015 EACH OCCURRENCE $ 1,000,000 NTEIT- ADAMccr nce $ 50,000 PREMISES (Ea MED EXP (Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: X POLICY PRO LOC PRODUCTS - COMP/OP AGG $ 2,000,000 $ AUTOMOBILE LIABILITYaMaBI ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS NON-0WNED HIRED AUTOS AUTOS tlED SINGLE LIMIT BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per $ UMBRELLA UABOCCUR EXCESS LIAB CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED I I RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y I N ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ OFFICERIMEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below NIA I WC STATU- OTH- E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 701, Additional Remarks Schedule, N more space is required) Roofing Contractor (305)756-8972. Miami Shores Building Department 10050 NE 2nd Ave Miami Shores, FL 33238 25 (2010105) 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 tt Crum/SPH •" art"° ©1988-2010 ACORD CORPORATION. All rinhft raaarw ad INS025/gn+naain+ Tho Annan n2rno nnA Innn aro nanietwroer marirc of Ar MRn Nov 2014 03:1 Op P.1 acoir CERTIFICATE OF LIABILITY INSURANCE CA "„ ' THIS CFP-. i IFICATE IS ISSUEDAS A MATTER OF INFORMATION ONLYAND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFUUMTIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLI CIES 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 cerMcate holder Is an ADDITIONAL INSURED, the policy Cies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in Hou of such endorsement POLICYMANSER CONrACr PRODUCER NAud MWE UVC e-, ElP 1-600 77-1620 x4800 UJC Nok 727-797-0704 L&AROM AO�ORL29C FRANKCRUM INSURANCE AGENCY. INC. INSu S AFFORDING COVERAGE NAIC# 100 S. MISSOURI AVE_ INSURERA: FRANK WINSTON CRUm INSURANCE CO. 116DD CLEARWATER FL 33758 INSURED INSURER B: INSURERC: INSURERD: FrankCrum 1.800277-1620 INSURER E: 100 S MISSOURI AVENUE INSURER F: CLEARWATER FL 33756 COVERAGES GEKTIFICATE NUMUrK: - --- _ - -- _ Z574yU ----REVISION NUMBEFU THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE USTED BELOW HAVE SEEN ISSUED TO THE INSURED NAMEDABOVE FOR THE POLICY PERIOD iNINCATED. NOTWIT HSTANDWG ANY ReMUIREMENT, TEM 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 15 SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDMONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE SEEN REDUCED BY PAID CLAIMS. min LZA TYPE OP vnuwCE ADOL 1NSR SUER WVO POLICYMANSER POLICY EFF 12tuwr"M PCUCY EXP t� LiL9rS L&AROM FACH aXURREMCE S COM ERCIALOENERALL OWY P 9E5 Es acoimnea S Neo aw eae. a! C -LAS -MADE =GCMR PERWNALSADV*UURY S Gent—mL GGAEGA $ GERL AWREGATE LARTAPPUESP PRODUCTS-COW,OPAGO S $ paver .RodKT LOC Orm" LAOILITV COMB D C L-3WT a sold-ne DOILY 1NA AY (P" P"-6 $ AHYAUTO D EDULAD � U AAL1170 6 H 0=LYILLKAT(Ple40ddw* $ NL'N-CVNCD PriOPERTY DAMAGE MREDAUTOS AUMS era- . S $ 6SRELLAUA900CUR - - --- EACH DCCURRENC= AQEiRH3A1e F}(CESB UAe CVYMO-MADE DEO PETFlr1tONS $ A 0'0RKERS0oWMsATi0Na,A10 EMPLOYERS LIAaLITY ANYPRCPSIETOWPARfrF�"'tRTYE. 0MCER'MEMBSR CWA1WaD7 NIA W02014000W 1/1/2014 1/1J201S ftSTAT0. M. X TowuNna ER BAGtI ACCpENr 000 000 Velma" In r" Ifmd-o0s6Mof E.L OISFASE-Eh EMPLOnX $1 00D OEBCPIPn0N OFOPETIATIONS bakes E.LD.8WkW-PO UMW S7 GOD OT�CRIpr1OH�OPERA71ONi rLACA110N6/VEtfCLES (gapolACORD Se1,AddETenR Rrpdrkt SdvdlYa,amen sfmcs jcngWt-d) . EFFECTIVE 01/06/2010, COVERAGE IS FOR 100% OF THE EMPLOYEES OF FRANKCRUM LEASED TO JOSEPH WARD ENTERPRISES, INC. DBA WARD ROOFING OF FLORIDA (CUeM FOR MOM THE CLIENT IS REPORTING HOURS TO FRANKCRUM. COVERAGE IS NOT EXTENDED TO STATUTORY MWLOYEES. ccc osi�6i r-- . Roofing Contractor 01988,2010 AC+ORD CORPORATIOM. An dghts racerwd. ACORD 26 (2010!051 The ACORD name and logo a ra regisrored marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRAMON DATE THEREOF, NOTTCENALL BE D13LIVERED IN ILMAMI SHORES ACCORDANCE WITH THE POLICY PROVISIONS. BUILDING DEPARTMENT 10050 NE 2ND AVE. MIAMI SHORES, FL 332-M AOTMWNDREPAESEMTA1rE 01988,2010 AC+ORD CORPORATIOM. An dghts racerwd. ACORD 26 (2010!051 The ACORD name and logo a ra regisrored marks of ACORD Lab Report No. 123769 FLORIDA TEC PRavia NG StTi. rwi TQ TNc ROOFdNo IN € USTR-e C.A. # 30448 Lab Certificate # 13-0507.02 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO-DADE COUNTY PROTOCOL TAS -1 PRoPm TTADDRE53: 29 NE 109th St, Miami Shores P Z7R]F-I-2560 owivER John Challenor ROOFING SQUARES: coNTRACToR Joseph Ward Enterprises, Inc. RooFPITCK- 3:12 TILE TYPE: Flat INSPECTOR INITIALS: AB ATTACIDJUT: PoIYfoam =DATE. 12/24/2014 Testing Fauinment• Dinital Chafiiinn DFIS 2(M TQat Tahniatkin Reduirwi Tastinn Forew 91 Ihs THIS ROOF HAS: PASSED ® Fmm onm STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADS COUNTY TAS 106. Sincerely, 494CD28999Q8418„. 1/5/2015 TIM Method and software that have been uWiaod to sign and soot the repent comply with the i ofthe Board Rules. Spxificatty, with refiTem to Florida Statutes 471 and the Florida Code Rule 61GI5-23.003 for Engineers. �o *f W t 10735 SW 216th St. Unit 416 Miami FL 33170 N 21 24 11 11 1122 1� 11 i1 I1 it 2011 I1 11 1111 V V 25 16 1 19 5 — — — — — — — — — -1 [` � 8 / 17 14 i L - v - - - - - - - - - - - -1 12 13 8 9 MITIT M, THIS ROOF HAS: PASSED ® Fmm onm STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADS COUNTY TAS 106. Sincerely, 494CD28999Q8418„. 1/5/2015 TIM Method and software that have been uWiaod to sign and soot the repent comply with the i ofthe Board Rules. Spxificatty, with refiTem to Florida Statutes 471 and the Florida Code Rule 61GI5-23.003 for Engineers. �o *f W t 10735 SW 216th St. Unit 416 Miami FL 33170 N 21 24 11 11 1122 1� 11 i1 I1 it 2011 I1 11 1111 V V 25 16 1 19 5 — — — — — — — — — -1 [` � 8 / 17 14 i L - v - - - - - - - - - - - -1 12 13 Page 1 of 1 www.FloridaTEC.net Tel: 305-256-4550 Fax: 305-256-6833 8 9 1- - - - - - - - - - - - - - --- 1 7 7 6 5 1 ► 1- - - - - - - - - - - - - - - 1 2 3 4 Page 1 of 1 www.FloridaTEC.net Tel: 305-256-4550 Fax: 305-256-6833 i i COUNTY EENENiAAE annommons iMIMM!! E■N=l7"l� EmilNOWW ; ■00Eie 1■ 101 #ME■ E00=1 is! [it MEMO ■!■m1 Iasi AEN Raven =0ANt1 NEW BOB of 'H# usual 1111!" 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E A Tile Roof System MIAMiDIADE ENEW Miami -Dade County HVHZ Electronic Roof Permit Form Section D Tile Roof System "Delivering Excellence Every Day" Roof System Manufacturer: I Eagle Roofing Products LLC Notice of Acceptance Number (NOA):112-0430.04 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1: -45.1 P 2: -78.6 P 3: -116.2 Maximum Design Wind Pressures, (From the NOA Specific system): '118.9 psf Fill in the speck roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. Roof Slope: ="/12" Roof Mean Height: 12 ft. Method of Tile Attachment: --Adhesive, Large Paddy Polyfoam Polypro-- Alternate Method of Tile Attachment per NOA: N/A Drip Edge Size & Gauge: --3" face 26 ga.-_� Drip Edge Material Type: --Galyinize Metal-- Drip Edge Fastener Type: 11 - 1 / 4 " RS Nails Hook Strip/Cleat gauge or weight: -- Select Hook Strip Deck Type: --5/8" Plywood -- Optional Insulation: N/A Optional Nailable Substrate: N/A Optional Nailable Substrate Attachment: N/A Basesheet Type: t ASTM D226 30# Felt Fastener Type for Basesheet AAachmeatf.:. '. RS Nails who 45A 8 " Tincap 00 0 ..... • 4..o..... .... . Tile Underlayment (Cap Sbeet�Type:. • ... �; Eagle Seal Underlaymen1' ' •; • ...... Tile Underlayment Attacgmept Illethod'. • 0 0 0 Self Adhering Tile Profile: Eagle Flat Bel -Air Section E M "Delivering Excellence Every Day" Miami -Dade County HVHZ Electronic Roof Permit Form Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127' For Moment based tie systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. P 1: -45.1 X X 0.278 = 12.54 - Mg: 7.59 = Mr1: 4.95 < 118.9 NOA Mf P 2: -78.6 X X0.278 = 21.85 - Mg: 7.59 = Mr2: 14.26 5 118.9 NOA Mf P 3: -116. X X0.278 - W.. = 32.31 - Mg: 7.59 = Mr3: 24.72 5 118.9 NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127' For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F values are greater than or equal to the Fr values, for each area of the roof, then the file attachment method is acceptable. P1: X 1: = X w: :0 0 • • _ - W. = X cos 0: 0= Fr1: 5 NOA F' P2: X I: = X w: _ - W.. = X cos 0: El = Fr2: <_ NOA F' P3: X I: engineer based on ASCE 7. = X w: • • • • • _ - W. *go* = X cos 0: El = Fr3: <_ Job Site NOA F' Where to Obtain Information to complete the calculations Where to Find o . :0 0 • • *GooDescription Symbol • 0 0 • Table 1 RAS 127, or by an engineer analysis prepared, sipp�cj�ryj sealed by.a professional Design Pressure 9 P1 or P2 or P3 engineer based on ASCE 7. • • • • • *go* .Mean Roof Height H Job Site Roof Slope 0 Job Site • • • • .. ...... Aerodynamic Multiplier Product Approval (NQA)' ; • • • • Restoring Moment due to Gravity Mg Product Approval (N Aj. •. ...... Attachment Resistance Mf Product Approval (NOA) • • • • Required Moment Resistance Mr Calculated Minimum Attachment Resistance P Product Approval (NOA) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval (NOA) I =length Tile Dimensions l Product Approval (NOA) w width Section C MIAMF!]ACSE Miami -Dade County HVHZ Electronic Roof Permit Form mmmiw Section C Page (Low Slope Roof Systems) "DWN—Mg Errefl— Every Ekay$ Fill /n the specific roof assembly components. If a component is not required, insert not applicable (n!a) in the text box. ROOF SYSTEM MANUFACTURER: I GAF MATERI Product Approval (NOA): 13-1022.15 System Type: SBS Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: -49.2 psf (P2) Perimeters: -82.6 psf (P3) Corners: -124.3 psf Maximum Design Pressure From NOA: -52.5 psf Roof Slope: 1 4 .:12 Roof Mean Height: 12 ft. Parapet Walls: 0 No ❑ Yes Parapet wall Height: Deck Type: —5/8" Plywood Support Spacing: N/A "o/c Alternate Deck Type: IN/A Existing Roof: FLAT Fire Barrier: N/A Vapor Barrier. N/A Anchor Sheet: N/A Anchor Sheet Fastener / Bonding Material N/A Insulation Base Layer Size & Thickness: N/A Insulation Base Layer Fastener / Bonding Material: N/A Insulation Top Layer Size & Thickness: N/A Insulation Top Layer Fastener / Bonding Material: N/A Base Sheet(s) & No. of Ply(s): 75 # BASESHEET Base Sheet Fastener / Bonding Material: (1 - 1 / 4 " RS NAILS W. 1 - 5 / 8 " TINCAPS Ply Sheet(s) & No. of Ply(s): 2/EA PLY IV Ply Sheet Fastener / Bonding Material: HOT ASPHALT Top Ply: GAF CAPSHEET Top Ply Fastening / Bonding Material: HOT ASPHALT Surfacing: [ N/A SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: N/A Single Ply Sheet Width: N/A " 1/2 Sheet Width: N/A No. of Single Ply 1/2 sheets: EEI Single Ply Membrane Fastening / Bonding Material: N/A ❑ FASTENER SPACING FOR BASESHEET ATTACHMENT ❑ SINGLE PLY MEMBRANE ATTACHMENT 1. Field: E3"o/c @ Laps & Elrows El " o/c 2. Perimeter: "o/c @ Laps & ElrowsED" o1c 3. Corner: ED -o/c @ Laps & rows ED " o/c NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: ED 2. Perimeter: ED 3. Corner. IE Insulation Fastener Type : N/A WOOD NAILER TYPE AND SIZE: • • • • • • N/A •• .' Wood Nailer Fastener Type and Spacintl! • • • • • • • • • • • • • N/A .....• EDGE & COPING METAL SIZES: 00000 • • • • • • • • Edge Metal Material: —EDGE METAL RGA=: • • :' : ""' • mee Edge Size: -3" face 26 ga.— • • .. • . Roe• Hook Strip Size: —METAL EDGE H60K SCRIP I�A:•:. "' Edge Metal Attachment: • • • •. • •.: 1 - 1 / 4 " RS NAILS ..:. Coping Material: I —PARAPET COPING METAL N/A— Coping Size: I —COPING METAL SIZE N/A— Hook Strip Size: —COPING METAL HOOK STRIP N/A— Parapet Coping Metal Attachment: Ex-----ff,=c& Every Dam fflusftaft Ctmparmft Noted and Detaft as Appficle: oodblocidng, Gutter, Edge Terminairons/8Wping#Flashing, Corr ops Cleat Cant Strip, Base Flashing, Countert"iashing, Coping, Etc_ IndI tip.: Msan Roof Height Parapet Height Height o, Base Rashing, Cornp6rmt material, a-f-miai Thidmess, Fastener Type, Faster Spacing Dr: Submit Manul~actureers Details that Comply vM RAS -1 i 1 and Chapter 15 HVMZ� IFBC. � �.f1�F GcRss �� 'L-51911 qL '-I> low, . ..:. .. . . . .... . •• ..... ........ .... ..... 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 • =M Name: 1 Address: ' Roofing Permit Number: Dea Building Official: i 1 _ �_ certify that I am not required to retrofit the roof to wall connections of my buildina because: e 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 Cale (F13C) dr withhe a'gvisions • of 1994 of the South Florid _Building Code (1994 SFBC) • • • : • • 0• ature Print Name • • • • • • • • .... % State of Florida County of Dade The undersigned, being the first duly swam, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of :J 1 MICHELLE FARR MY ISSION # FF 006632 Notary Public, Sate of Florida at Large *; _ Co*EXPIRES: Jury 27.20,E ... BondedThruWar/PubfrUnderwriters • When ft W valuadon of the structure for purpose of M val = taxatim r. equal bD or more than $3W OW.00, AWSMOqvias not ow0uucted wdh FW nor a 1994 SFBC. Ttm you must provide a budding appy from a Genmat Contractor for the Roof W Wad mnecdon tiurri +eu.�_� s_.�__...•�■+'' — r'oiKki'6y MICHELLE FARR MY COMMISSION # FF 006632 Revised on 50/2009 EXPIRES: July 27.2017 et yF 4 Bonded Thru Notary Public Underwriters owner's No ifiadion Form HVHZ 2010 "oefivergng Exeeffenee Every Tla}SECTION 1524 HIGH VELOCITY HURRICANE ZONES— REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained. F'-Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane ne) arne) 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. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be r ailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). Eln:iCommon roofs: Common roofs are those which have no visible delineation between neighboring uni (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be v' wed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may c e water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of swwhral distress and may require the review of a professional structural engineer. Ponding may Shottdh thelife. . • expectancy and performance of the new roofing system. Ponding conditions may not brelMent until the origms; • roofing system is removed. Ponding conditions should be corrected .. 6.Overflow scuppers (wall outlets): It is required that rainwater flow off so X61 je roil i* apt * *s • Perloaded from a build up of water. Perimeter/edge wails or other roof extensions may -ti ic`k this clitsctarge•if- •; - overflow scuppers (wall outlets) are not provided. It may be necessary to install overfl4V Mtippei s in accordands with a requirements of Chapter 15 and 16 herein and the Florida Building Code, Plttmtlry. : • • •' • , 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the irkerior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida -licensed engineer or registered architect to eliminate the attic venting, venting shall n e Muired. Ownees/Agenfs Si Contractor's Signature: Property Address: Date: 1 / Permit Number. T1.33 T36 Property Search Application - Miami -Dade County LOFFICE OF THE PROPERTY Summary Report Property Information Folio: 11-21364004-0600 Property Address: 29 NE 109 ST Owner JOHN CHALLENOR Mailing Address 29 NE 109 ST MIAMI, FL 33161-7039 Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 312/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,841 Sq.Ft Lot Size 9,150 Sq.Ft Year Built 1946 Assessment Information Year 2014 2013 2012 Land Value $153,379 $85,000 $74,330 Building Value $124,820 $110,000 $143,175 XF Value $1,795 $0 $2,086 Market Value $279,994 $195,000 $219,591 Assessed Value $184,692 $181,963 $178,922 Benefits Information Benefit Type 2014 2013 2012 Save Our Homes Cap Assessment Reduction $95,302 $13,037 $40,669 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption 1 $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description COLLEGE HEIGHTS PB 42-8 LOT 30 BLK 2 LOT SIZE 75.000 X 122 OR 19223-4565 07 20001 Page 1 of 1 Lalm allusi-It Generated On: 10/17/2014 Taxable Value Information Previous 2014 2013 2012 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $134,692 $:: - $128,922 School Board • • • • Exemption Value $izi�OCO ���,�a •$Z5Q00 Taxable Value $IM M2 $156,963 $1 39 City • • • • • Exemption Value $50V S PO,QSO •$"1S00 Taxable Value $134,692 $15T,969 t119,4±2 Regional • • . • • • • • • • Exemption Value C550,OpG $50,000 nomp Taxable Value $134,692 $1�;,j3 $128,922 Sales Information Previous OR Book- Sale Price Page Qualification Description 07/01/2000 $176,000 19223.4565 2008 and prior year sales; Qual by exam of deed 08/01/1998 $144,000 18261-1776 2008 and prior year sales; Qual by exam of deed 12/01/1996 $126,000 17478-2001 2008 and prior year sales; Qual by exam of deed 08/01/1993 $108,000 16027-3326 2008 and prior year sales; Qual by exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http:/hwww.miamidade.govfinfb/disciaimer.asp Version: http://www.miamidade.gov/propertysearch/ 10/17/2014 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code DESCRIPTION: Bel Air, Bel Air Double Eagle, Ponderosa, Ponderosa Double Eagle, Golden Eagle Low Profile Concrete Tiles . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo City, State a44 [949wing •, ...... . ...... 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 jljgp tas b(:errg9 thangi .... • 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 reyisfr pr change in the • • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endbrsemdnt of 433i jjaduct, "... • for sales, advertising or any other purposes shall automatically terminate this NOA. Failurelo Amply with T!. section ... of this NOA shall be cause for termination and removal of NOA. 00 0.. • . 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 revises NOA# 11-0321.02 and consists of pages 1 through 10. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page I of 10 N1AM>a MIAMI -DADS COUNTY MID PRODUCT CONTROL SECTIOY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 3I5-2590 F (786) 315-2599 - NOTICE OF ACCEPTANCE (NOA) www.miamiaade.Qov/pera Eagle Roofing Products LLC 1575 East C.R. 470 r ''Sitntterville, PL 33585 1 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code DESCRIPTION: Bel Air, Bel Air Double Eagle, Ponderosa, Ponderosa Double Eagle, Golden Eagle Low Profile Concrete Tiles . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo City, State a44 [949wing •, ...... . ...... 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 jljgp tas b(:errg9 thangi .... • 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 reyisfr pr change in the • • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endbrsemdnt of 433i jjaduct, "... • for sales, advertising or any other purposes shall automatically terminate this NOA. Failurelo Amply with T!. section ... of this NOA shall be cause for termination and removal of NOA. 00 0.. • . 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 revises NOA# 11-0321.02 and consists of pages 1 through 10. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page I of 10 ROOFING ASSEMBLY A Category: Roofing Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Test Product pp tca Description Bel Air Concrete Tile L =17" TAS 112 Flat profile concrete roof the equipped with two W = 12'/4" nail holes. For adhesive set, direct deck or , Thickness ='/z" battened nail -on applications. �- Bel Air Double Eagle L = 17" TAS 112 Flat profile concrete roof the equipped with two Concrete Tile W =12'/4" nail holes. For adhesive set, direct deck or Thickness ='f2" battened nail -on applications. Ponderosa Concrete Tile L =17" TAS 112 Flat profile concrete roof tile with0slate.finish W = 12 '/4" equipped with two nail lift. Fora heslve set, • • • � • Thickness = %z" direct deck or batteneftail-tn apaUrg4gns. • 0.0.00 0 0000.. Ponderosa Double Eagle L = 17" TAS 112 Flat profile concrete roVife with aha% finish -0.... Concrete Tile W = 12'/4" • equipped with two n9i[ *O[M. Fo ;ad4g00ve sett Thickness ='h" • 0 0 • direct deck or battened,aail on appUcatj4ns. ..;,, • 0 . • • .. .. .. 0000.. . Golden Eagle Concrete L =17" TAS 112 Flat profile concrete jdotft. brushedefinish •, Tile W = 12 '/4" equipped with two nail hold. Fo4gd4*ive set, • 0.0 Thickness ='/2" direct deck or battened nallson applications. :0000: .. 0000 Trim Pieces 1= varies TAS 112 Accessory trim, clay roof pieces for use at hips, w = varies rakes, ridges and valley terminations. varying thickness Manufactured for each the profile. NOA No.. 12-0430.04 Mt°f co Expiration Date: 10/05/15 Approval Date: 08/02/12 Page 2 of 10 t 21 EVIDENCE SUBMITTED: Test Aaencv Test Identifier PRI Asphalt Technologies ERPF -001-02-01 Redland Technologies 7161-03 Appendix III Redland Technologies 7161-03 Appendix III Redland Technologies 7161-03 Appendix II Redland Technologies P0402 Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Letter Dated Aug. 1, 1994 P09647-01 94-084 25-7094-(2, 5, & 8) 25-7183-(5 thru 6) 25-7214-(1, 5, & 8) 25-7487-2 25-7496-(1 & 4) 25-7804-6 520109-1 520111-4 520191-1 Calculations Calculations Test Name/Repori TAS 112 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 6 Static Uplift Testing' TAS 102 009:96 0000.. Static Uplift Testing • • • • TAS 102 • • 0000.. Static Uplift Testing .. •.. • TAS 102 000000 Static Uplift Testing . 0 TAS 101 •06• Static Uplift Testing TAS 101 Aerodynamic Multiplier Restoring Moments Due to Gravity Date Aug. 2006 Dec. 1991 Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 Aug. 1994 May 1994 Oct. 1994 Feb. 1995 .Marph, 1995 .000.0 0000.. :6WL 1995 0000.. � •llec� 1995: *, * 0: . .,. 0000. •.$2p,199606:6,0 0000.. • 11J190� 1998a 0000 .0600. • 4%xch 1999 Sep. 2006 Sep. 2006 NOA No.:12-0430.04 iNEAhtbDADE Coi1M Y Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 3 of 10 3. U IITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set the applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with'TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Concrete Roof Tiles and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight -W (Ibf)----- Length4 (ft) Width -w (ft) Bel Air, Bel Air Double Eagle, 11.4 1.42 1.03. Ponderosa, Golden Eagle, Ponderosa, Golden Eagle, • ; • • • • • Ponderosa Double Eagle Flat •..' .... • Tie 0 0:00 Table 2: Aerodynamic Multipliers - A {ft) • Tile Profile A (ft) • •;'1l;ft) . • ; •; ' Batten Application Dlrec� •ck Application Bel Air, Bel Air Double Eagle, 0.301 ; •078 Ponderosa, Golden Eagle, • ; • • • • • Ponderosa Double Eagle Flat Tile •..' .... NOA No.: 12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 4 of 10 Table 3yiRestoring Mom nts due to Gravity - K (ft-lbf) Tile 3":12" 4":12" ! 5":12" 6":12" Greater than Profile (min 15/32" plywood) (min. 19/32" plywood) 7":12" Bel Air, Bei Air Battens Direct Batte Direct Battens Direct Battens Direct Battens Direct Double Eagle, Deck Ponderosa, Deck 14.0 Deck 7.4 Deck Shank Nails Deck Ponderosa, 7.48 7.71 7.37. 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Golden Eagle, Double 1-10d Smooth or Screw 24.3 24.3 24.2 Eagle Flat Tile Shank Nail Field Clip) :""' .. Ponderosa 19.0 19.0 • • :..441 Shank Nail Eave Clip) SSSS.. .. 2-10d Smooth or Screw Shank Nails Field Cli Double Eagle 35.5 """ SSSS 34.8 :. .. e 2-10d Smooth or Screw Shank Nails Eave Clip)..'..' 31.9 -see- 31.9 X42 • '..' .• Flat Tile 1. Installation with a 4" the headlap and €astemers are located a min. of 2'/a" from 4ead'o€ tile.' :. Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19/32" plywood) Bel Air, Bel Od Ring Shank Nails 30.9 38.1 17.2 Air Double -2-1 1-10d Smooth or Screw 7.3 9.8 4.9 Eagle, Shank Nail Ponderosa, 2-10d Smooth or Screw 14.0 18.8. 7.4 Golden. Shank Nails Eagle, 1 #8 Screw 30.8 30.8 18.2 Ponderosa 2 #8 Screw 51.7 51.7 24.4 Double 1-10d Smooth or Screw 24.3 24.3 24.2 Eagle Flat Tile Shank Nail Field Clip) :""' .. 1-10d Smooth or Screw 19.0 19.0 • • :..441 Shank Nail Eave Clip) SSSS.. .. 2-10d Smooth or Screw Shank Nails Field Cli 35.5 35.5 """ SSSS 34.8 :. .. e 2-10d Smooth or Screw Shank Nails Eave Clip)..'..' 31.9 -see- 31.9 X42 • '..' .• 2-10d Ring Shank Nails 50.3 65.5 4 3 • • 1. Installation with a 4" the headlap and €astemers are located a min. of 2'/a" from 4ead'o€ tile.' :. Sees ® NOA No.: 12-0430.04 �6OUNTY Expiration Date: 10/05/16 IIIA Approval Date: 08/02/12 Page 5 of Y 1 Table 6: Attachment Resistance Expressed as a Moment Mf (ft-ibf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Res! Resistance Bel Air, Bel Air Double Eagle, Adhesive 31.3 Ponderosa, Golden Eagle, Ponderosa . Tile Double Eagle Flat Tile 3 Large paddy placement qjAUrams of PolyProlm. 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3MTm 2 -Component Foam Roof Tile Adhesive AH -160 Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mortar Set Systems for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Tile Res! Bel Air, Bel Air Double Eagle, 3M 2 -Component Foam Roof Tile Adhesive AH -160118.9 Ponderosa, Golden Eagle, 3M 2 -Component Foam Roof Tile Adhesive AH -160 40.4 Ponderosa Double Eagle Fiat . Tile Bel Air, Bel Air Double Eagle, Ponderosa, Golden 3 Large paddy placement qjAUrams of PolyProlm. 4 Medium paddy placement of 24 grams of Pol Pro"". Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems • • •: • 0006:0 0000.. Tile Tile • • AttachojgQt • Profile Application "0: Rtesisthnce • • . 0000.. Bel Air, Bel Air Double Eagle, Ponderosa, Golden Mortar Set • • • • 43.8• Eagle, Ponderosa Double Eagle Flat Tile 0000.. 0000 .. .. 5 Tile-Tite Roof Tile Mortar. • • • • • • • • • • • .. .. 00 6 0006:0 0000.. . 0 . . . . 06006. 0000.. • . . 6 66666 .. 0000 NOA No.:12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 6 of 10 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved". EAIiiLE,�' FLORIDA BEL AIR, BEL AIR DOUBLE EAGLE, PONDEROSA, GOLDEN EAGLE, PONDEROSA DOUBLE EAGLE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 this Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order Ia pj4perly evaluate the installation of this system. . . ...... . ...... .. .. .. . ...... NOA No.:12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 7 of 10 PROFILE DRAWING BEL AIR m BEL AIR DOUBLE EAGLE NOA No.: 12-0430.04 MtMORE COLQM Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 8 of 16 PONDEROSA PONDEROSA DOUBLE EAGLE .• 12% •.< • 0000.. .0000. • • •0000. • •00• • • •• 0000.. • 0000.. 0000.• • 0000• 0000• 0000•• • 0000•. 0000•• NOA No.: 12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 9 of 10 GOLDEN EAGLE END OF THIS ACCEPTANCE hturQAaEcou�nr NOA No.:12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 10 of 10 0000.. 0000.. 0000.. . 0000.. 0000.. 0000.. 0000 .. 0000 . .. 0000. 0000... 0000 0000. . 0000 00. 00 0000.6 0000.. 0 0 . . . . 0000.. 0000.. .. .6606. .. 0000 .6.. hturQAaEcou�nr NOA No.:12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 10 of 10 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 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 OA www.miamidade.Lovipera Eagle Roofing Products, LLC. 1575 E. C R 470 Sumterville, FL. 33585 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the 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. ESCRIPTION: Eagle Seal Underlayment .000.0 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo' gio � $tate apd fojlowinsee. • • • statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein...... •••••• 0000.. RENEWAL of this NOA shall be considered after a renewal application has been filed and th&t has bQL% nb change • in the applicable building code negatively affecting the performance of this product. ' • • • "0Soo 60.0.0 0 :0: 0000. TERMINATION of this NOA will occur after the expiration date or if there has been a re;w? ;; pr change jn the • • • • • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an end'orsemoint of any product,....:. for sales, advertising or any other purposes shall automatically terminate this NOA. Failure -.to damply 411; any section• • • of this NOA shall be cause for termination and removal of NOA. • • 0000 • •••• ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 11-1011.05 and consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0507.03 r��aMtioaDE cout�nr Expiration Date: 03/03/15 p. Approval Date: 09/05/13 Page i of 4 COMPONENT APPROVAL Category Sub -Category Material: Roofing Underlayment SBS TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Seal Dimensions 3' x 33.4' rolls 3' x 66.8' rolls 3' x 72' rolls MANUFACTURING PLANT(S): 1. Tuscaloosa, AL EVIDENCE SUBMITTED: Test Agency PRI Construction Materials Technologies Test Product TAS 103 Self -adhering, non -woven fiberglass mat reinforced membrane for use as an underlayment in high temperature sloped roof assemblies. Test Identifier Test Name/Reaort Date BWR-514-02-01(rev) ASTM D 1970 09/04/09 VRMI-011-02-01 ASTM D 1970 03/30/09 BWR-511-02-01 ASTM D 1970 09/29/09 BWR 511-02-01 ASTM D 4798 09/29/09 BWR-522-02-01 ASTM D 1970 03/16/10 BWR-513-02-01 TAS 103 :•41/49/10 BWR-518-02-01 TAS 103 0Vlq/10 BWR-533-02-01 TAS 103 ...... *• :" MM7/12....:. BWR-534-02-01 ASTM D 1974 • • • 49/07/12 • • .... . .. ..... .. .. .. . ...... ...... . .. . .... . . NOA No.: 12-0507.03 Expiration Date: 03/03/15 Approval Date: 09/05/13 Page 2 of 4 APPROVED ASSEMBLIES: Deck Type 1: Wood, non -insulated Deck Description: 19/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck, membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type Il or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. * In the Non-HVHZ area a Base Sheet is optional. Membrane: One or more plies of Eagle Seal underlayment with a minimum 3" side lap and 6" end lap. Surfacing: Approved Roof Assemblies. See Limitation #3. 0000.. . 6 . 0606•9 00 • • • 00: 6 6.6••• • .6.6 6 Ss•6S6 • •6.66• • • • •6.66. 00 • s • • • 00000 90666• 0 6.0 66699 • S•.So• • • • • • • .600.6 SOSSs• • • • • •666• 60 o Soso • • • •6So NOA No.: 12-0507.03 Expiration Date: 03/03/15 Approval Date: 09/05/13 Page 3 of 4 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. Eagle Seal underlayment shall be installed in strict compliance with applicable Building Code. 3. Eagle Seal underlayment may be used in asphaltic shingles, metal panels, wood`shakes and shingles, quarry slate, and tile roof assemblies (mortar, adhesive, and mechanically set). 4. Eagle Seal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment. 5. Eagle Seal underlayment shall not be left exposed as a temporary roof for longer than 90 days of application. 6. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 7. Eagle Seal underlayment may be used with any approved roof covering Notice of Acceptance listing Eagle Seal underlayment as a component part of an assembly in the Notice of Acceptance. If Eagle Seal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami - Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 8. Eagle Seal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 9. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 10. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving, special attention to overlap areas. • . 0 9000.. 0000. 11. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof A ;se mgly cu4 product 00000 Control Notice of Acceptance and applicable Building Code. 6 0 0 ; 0 0 0 0000.. 12. All protrusions or drains shall be initially taped with a 6" piece of underlayment. JWfloshingnppe-4iall be • pressed in place and formed around the protrusion to ensure a tight fit. A secdnd'layer o`f E%%e Seal';". underlayment shall be applied over the underlayment. 00:00: 0 0 6 6 "' 99 69 99 9 0609.0 13. All products listed herein shall have a quality assurance audit in accordance with #"f 4ida Building Code • . . and Rule 9N-3 of the Florida Administrative Code. 9 :0..:0 99999 9 9 9 14. All membranes or packaging shall bear the imprint or identifiable marking of Oe9vfanbfacture4smme ctt""; logo and the following statement: "Miami -Dade County Product Control Approved" or theoMiami-Dade County Product Control Seal as shown below. CML—NW END OF THIS ACCEPTANCE NOA No.: 12-0507.03 �APPR CDS Expiration Date: 03/03/15 Approval Date: 09/05/13 Page 4 of 4 HIS MIAMI -DARE COUNTY =,a PRODUCT CONTROL SECTION DEPARTMENT OF PER1MIITfING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CO DMWSTRA311 DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 N CE OF ACCEPTANCE;QA)4�www.miamidaae.t!ov/vera Company 3M Center Building 0220-05-E-06 St. Paul, MN. 55144-1000 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity 'waraP�f he Florida Building Code. : 3M11" 2 -Component Foam Roof Tile Adhesive AH -160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logoicity,.state and fehwing..... • statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein• . . • • • .sss.•••.s•• RENEWAL of this NOA shall be considered after a renewal application has been filed and tha'ra has be.en no change • in the applicable building code negatively affecting the performance of this product. • • • • • 66 TERMINATION of this NOA will occur after the expiration date or if there has been a redi;%$rt ar chavIe V?:he materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endq *meant of any product, dor • sales,- advertising or any other purposes shall automatically terminate this NOA. Failure to cpmplywith ony section of...; this NOA shall be cause for termination and removal of NOA.• "' • •' • s s • 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 renews and revises NOA# 11-0124.04 and consists of pages I through 7. The submitted documentation was reviewed by Alex Tigera. i ..a APPROVED NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 1 of 7 COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3Mrm 2 -Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved fiat, low, and high profile roof tiles system using 2 -Component Foam Roof Tile Adhesive AH -160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test 3MTM 2 omponen oam N/A Roof Tile Adhesive AH 160 Foam Dispenser RTF 1000 N/A ProPack® 30 & 100 N/A Product Description TAS 101 Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Test Density ASTM D 1622 Compressive Strength ASTM D 1621 Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor Transmission ASTM E 96 Dimensional Stability ASTM D 2126 Closed Cell Content ASTM D 2856 0000•,• • ••s 0000•• • 0000.. .. 0000 0000 Results 0000.. 0000•. 0000.. •000 0000. 0000.. • • 0000.. 0000.. 1.61bs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft' 3.1 Perm / Inch +0.07% Volume Change @ -400 F., 2 weeks +6.0% Volume Change @I 58T., 100% Humidity, 2 weeks 86% NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 2 of 7 •000.0 • • PRODUCTS MANUFACTURED BY OTHERS: • • 0000.. Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NON Which list moment resistance values with the use of 2 -Component Foam Roof Tile Adhesive AH -160 *00000 ' roof tile adhesive. • • • • • • • 0000 .. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Test Density ASTM D 1622 Compressive Strength ASTM D 1621 Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor Transmission ASTM E 96 Dimensional Stability ASTM D 2126 Closed Cell Content ASTM D 2856 0000•,• • ••s 0000•• • 0000.. .. 0000 0000 Results 0000.. 0000•. 0000.. •000 0000. 0000.. • • 0000.. 0000.. 1.61bs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft' 3.1 Perm / Inch +0.07% Volume Change @ -400 F., 2 weeks +6.0% Volume Change @I 58T., 100% Humidity, 2 weeks 86% NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 2 of 7 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Retoort Date Center for Applied Engineering #94-060 TAS 101 04/08/94 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 257818 -IPA TAS 101 12/16/96 528454-10-1 25-7438-3 SSTD 11-93 10/25/95 520109-2 • • • • • • 25-7438-4 520109-3 ' •••••• 25-7438-7 SSTD 11-93 11/02/95 520109-7 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB -589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 • • • • • • 520109-3 ' •••••• • 520109-6" ...... . ...... 520109-7 520191-1 TAS 101 • • • • Q3'/D2fJ9 • 520109-2-1 "" "•" ...... . ... ..... LIMITATIONS: • • • • • • • • • • • 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire ;*-'0 • :0090: 2. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, fo+ ,O8 high the profiles. • • • • 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. • • : • 4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH - 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof tile adhesive with their file assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F W 2 F'= MS NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 3 of 7 INSTALLATION: 1. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160. 2. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofmg Application Standard RAS 120, and 3M Company's 3MTM 2 -Component Foam Roof Tile Adhesive AH - 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. S. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). The dispense timer shall beset to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. - 6. 3MTm 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF 1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after 3M+2-"' Component Foam Roof Tile Adhesive AH -160 has been dispensed. 0 • 0.0.00 9. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 placement and minimum patty we; pt shall bei n accordance with the Placement Details' herein. Each generic file profile requires the sp;gV4c placerpent0noted herein. 000000 00 •0 0000*0 • ••• Table l: Adhesive Placement For Each Generic Tile Profile • • • • • • • Tile Profile Placement Detail Single Paddy Weight Min. (grams) Twb PAday Weight per 0000. p!ddprin. (grams] Flat, Low, High Profiles #1 35 /A • High Profile 2 Piece Barrel #1 17/side on cap and 34/ an N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 f 8 NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 4 of 7 0000.. 0000.. 0000.. 0000. 0000. 0000.. 000000 .0000. 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)315-25901: (796) 315-2599 NOTICE OF ACCEPTANCE (NOA) Av-ivw.miamidade.gt)v/cconoiiiv 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). 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 A14J 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 Conventional Built -Up Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturers 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 Vie1,Bui4diW_ ffffic"' This NOA revises and renews NOA No. 07-1219.09 QQr1sirA&:D?pke%Xt1fo&9bJ07. The submitted documentation was reviewed by Juan E. Collao, R.A. 0 1'io 3; 0 OJR 4 ••.0 . 00 NOA No.: 13-0424.09 0•• 0 000 00 0.0 Expiration Date: 11104/I4 Approval Date: 10/31/13 Pagel of 17 : : 0 • :0.: • 0 : : 000 0 0 0 000 0. 0 00 0 s, c Leek Type 1: Wood, Non -insulated Deck Description: i�/3 " or greater plywood or wood plank decks ,System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FircOutm Fire Barrier Coating, VersaShield&Fire Resistant hoof Deck Protection or (optional) SecurockTm Gypsum Fiber Roof Board. Base sheet: GAFGLAS4D #80 UltimaTM Base Sheet, Stratavene EliminatorTM Mailable Venting Base Sheet, Ruberoie 20, Ruberoid* SBS Heat-WeldTm Smooth or Ruberoie SBS Heat- WeldTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS" Ply 4, GAFGLASO F1exPlyTm 6, GAFGLASO #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 lap staggered and in two rows 12" o.c. in the field. (Maidmum Design Pressure —45 psf, See General Limitation #7)' GAFGLAS'* Ply 4, GAFGLAS* F1exPlyTm 6; GAFGLAS* #75 Base Sheet or any of above base sheets attached to deck with Drill-TecTm #12 Fastener or Drill-TecTI' #t4 and Drill- TecTM 3" Steel Plate, Drill-TecTM AccuTrae Flat Plate or Drill-TecT AccuTrace Recessed Plate 12" o.c. in 3 roars. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet (Maximum Design Pressure .15 psf, See General Limitation #7) GAFGLASO Flex PlyTM 6, GAFGLASO #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 #;9 GAFGLASO #80 UltimaTm Base Sheet, Ruberoie 20, Rubero d*'Mop Smooth, base sheet attached to deck with approved 11/a" 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-TecTM #12 Fastener or Drill-TecTM #14 Fastener and Brill-TecTM 3" Steel Plate, Drill-TecTM AccuTrae Flat Plate or Drill-TecTm AccuTrae 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-TeeTm insulation pl+te* A Ufa ste*ne*r sgaeing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. • 0 • • • • • (Maxitntrar Desigtc PresA& —M,'Q.vf, -See Genardl t hnitat" #7) :.: : • : . • . . • NOA No.: 13-0424.09 Ft •. • • Expiration Date: 11/84/14 Approval Date: 18/31/13 Page 15 of 17 ••. . • . ••• . . • Ply Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: GAFGLAS�o #75 Base Sheet or any of above base sheets attached to deck with Drill-TecTm # 12 Fastener or Drill-TecTm #14 Fastener and Drill-TecTm 3" Steel Plate, Drill-TecTm AccuTrad* Flat Plate or Drill-TecTm AccuTrac* Recessed Plate W' o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" ox. in the field of the sheet. {Maximum Design Pressure -75 psf, See General Limitation #7) 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. (Optional) One ply of GAFGLASO Mineral Surfaced Cap Sheet or GAFGLW' EnergyCap'rm BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq. Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions 1. Gravel or slag applied at 400 lbs./sq. and 300 tbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoats' Surface Seal SB applied at Ito 1-5 gal./sq. See Fastening Above •: : •s• ••• NOA No.: 13-0424." Expirathm Date I JIW14 Approval Date: 10131/13 Page 16 of 17 WOOD DECK Symm Limmuow I A slip sheet is required with GAFGLAS" Ply 4 and GAFGLASO Flex PlyTm 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4" Dens DeckTm Roof Board or V2" 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 usingthe fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap 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 lbsJsq. 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 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 I I I 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 comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and comers)- (When this limitation is specifically referred within this NOA, General Limitation0tvYIN-hAt be 11 up mlltlekl* 0 0 00 0 * ;ce with the Florida Building Code and 10-, All products listed herein shall have aquality assuranceortt on Iceorils. Rule 9N-3 of the Florida Administrative Code. 0 * *06 0: 0 a 0 *0 END OF THIS ACCEPTANCE 0 0 a 00 NOA No.: 13-0424.09 :0 • 000 :0. 0.0 Expiratim Date: I MCI 4 Approval Date: 10/31/13 Page 17 of 17 0:0 4:0 tGAIA1306 - Roofing SysWns Class A, 8 and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberold Heat Weld" SBS, roofing membrane may be used in lieu of "Ruberoid Mor SBS products in any applicable Classification. 1. Deck: C-15/32 Class A Incline: 3 insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or pert te/polyisocyanurate composite or perlite/urethane composite or wood fiber/ polyisocyanurate composite or phenolic, any thickness. Ply Sheer — Three or more plies Type GI or "GAFGLAS Ply 4" or 7ri-Ply Ply 4" or "GAFGLAS Ply 6" hot SuvIticing: — Gravel. 2. Deck: C-15/32 Iodine: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/ polyisocyanurate composite or phenolic, any thickness. Ply Sheer. — Three or moreplies Type GI or "GAFGLAS Ply 4" or "Tri -Ply Ply 4" or "GAFGLAS Ply 6". Cap Sheet: — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tri -Ply Mineral Surfaced Cap Sheet'. 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite/polylsocyanurate composite, perlite/urethane composite, wood fiber/polyisocyanurate composite, phenolic, 2 -in. maximum. Ply Sheer. — Two or more plies Type GI "GAFGLAS Ply 4" or "Tti-Ply Ply 4", "GAFGLAS Ply 6". Cap Sheer — One ply Type G3 'GAFGLAS Mineral Surfaced Cap Sheet" or "Tri -Ply Mineral Surfaced Cap sheet". 4. Deck: NC Incline: 1/2 Insutifflon*. -- One or two layers "Isotherm, R", any thkkness, " mopped. Ply Sheet., — Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C-15/32 Inding; 1. Slip Sheet (Optional): —Red rosin paper,- riaiW&to tiecke. Base Sheet: — One ply Type G2 "GAFGLAS #75 Base Sheet' or "Tri -Ply #75 Base Sheet" (may be nailed). 0 000 0 000 *I Ply Sheet: — One or more plies Type Gl:" QAFrplAS Vjjr 4". br -Tri-Pf Pjy 4- or GAFGLAS Ply 6-. Cap Sheer — One ply Type G3 "GAFGLA'S Ali nkarStirta4ecl Cal35h4et: or "Tri -Ply Mineral Surfaced Cap Sheet". 0 0 a 0 000 0 f&JfoDom=ts%20=d%2OSettings/skyMeskt*gaf%20cmv%204*fL4*%Myswm.kt:*3.*ot AlrvM 6:30:01 AM