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RF-15-2990 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-248568 PermitNumber: RF-12-15-2990 Scheduled Inspection Date: January 11,2016 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: CORBO, RAUL& MADELINE Work Classification: Tile Job Address:1098 NE 98 Street Miami Shores, FL 33138-2506 Phone Number Parcel Number 1132050180350 Project: <NONE> Contractor: BUILDERS OF AMERICA GROUP LLC Phone: (561)750-1950 Building Department Comments RE ROOF COLOR THRU TILE WHITE Infractio Passed comments INSPECTOR COMMENTS False nspector Com ents PassedE�r s Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. January 08,2016 For Inspections please call: (305)762-4949 Page 12 of 35 Lab Report No. 125469 FLORIDA TEC PROVIDING SOLUTIONS TO THE ROOFING INDUSTRY C.A.#30448 Lab Certificate#13-0507.02 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO-DADE COUNTY PROTOCOL TAS-106 PRoPERTYADDREss. 1098 NE 984'St.,Miami Shores PERMIT No: RF-12-15-2990 ROOFING owNER: Raul Corbo sQuAREs: 26 CONTRACTOR: Builders of America ROOF PITCH.• 3:12 INSPECTOR TILE TYPE: Flat INITIALS.• 1C ATTACHMENT.• Polyfoam TEST DATE: 1/8/2016 Testi n E ui ment: Di ital Chatillon DFIS 200 Test Tabulation Required Testing Force:35 Ibs No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1-9 Passed 40-44 Passed 10-19 Passed 20-29 Passed 30-39 Passed THIS ROOF HAS:PASSED ® FAILED Q THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI-DADE COUNTY TAS 106. - 18' 19 20 18 T 17' 2 _ 23 I2/ 12' � 17 4 16 I 6 ' 6 14 50' 44 9 1 \ 28 3 26 43, 10 27' 39 J0 24 42 4C�, 3E 36x. 31 25 J 41 37 35 29 34 33 S' ere Alberto Cardona,P.E. LicAIZ' 138 10735 SW 216'h St. Unit 416 Tel:305-256-4550 Miami FL 33170 Page i of i Fax: 305-256-6833 www.FloridaTEC.net Miami Shores Village ..,. nu.� Building Department 10050 N.E.2nd Avenue 605* Miami Shores, Florida 33138 �ORiDA Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# �p DATE: CL INSPECTION AFFIDAVIT I A tna cx4%,(m cL-✓ilicensed as a( ) ontractor Engineer/Architect, (print name and circle License Type) FS 468 Building Inspec or License#:Com'/ 13 9a On or about 4 , I did personally inspect the roof deck nailin4 (Date&thee) work at f ��olr5 �2 Lr✓� (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) d Signature State of Florida County of Dade: The undersigned, being the first duly swom,deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this Jr day of Notary Public, Sate of Florida at Large ,.•tPaA�9-,. HENRY SIWA Notary Public-State of Florida My Cornrr L xt;nes Oct 23,2017 Comm ss,nn k FF 065631 „. *General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make such an n g o permit#and address#clearly shown marked on the deck for each Inspection P-A.M—Minnnimcni nmo Nt : Miami Shores Village PBt�7 R+ pf 10050 N.E.2nd Avenue NE Work Ciasfictfc ? "� Miami Shores,FL 33138-0000 �'✓ r � �e Phone: (305)795-2204 fl. ' rn1i S€Ili«:APIOVE©; Bio ivy0. Expiration: 05/2912016 Issue nate 111201 p� 77, Project Address Parcel Number Applicant 1098 NE 98 Street 1132050180350 Miami Shores, FL 33138-2506 Block: Lot: RAUL&MADELINE CORBO Owner Information Address Phone Cell RAUL&MADELINE CORBO 1098 NE 98 Street MIAMI SHORES FL 33138-2506 Contractor(s) Phone Cell Phone BUILDERS OF AMERICA GROUP LLC (561)750-1950 (954)649-4853 Valuation: $ 15,800.00 Total Sq Feet: 2400 Type of Work:Re Roof Available Inspections: Additional Info:RE ROOF COLOR THRU TILE WHITE Inspection Type: Classification:Residential Scanning:4 Up Lift Report Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-12-15-67903 CCF $9.60 12/01/2015 Check#:213 $846.60 $0.00 DBPR Fee $4.50 DCA Fee $4.50 Bond#:2915 Education Surcharge $3.20 Permit Fee-New Roof $300.00 Scanning Fee $12.00 Technology Fee $12.80 Total: $846.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction a oning. Futhermore,I au he above-named contractor to do the work stated. December 01,2015 construct, o ¢ed Signature:Owner / Applicant / `Contractor / Agent Date Building Department Copy December 01,2015 1 Miami Shores Village DEC 0i l81s Building Department BY. IWW N.E.2nd Avenue,Miami Shores,Florida 33138 Ti:(305)79S-2204 Fmc(305)755-8972 Ili LINE PHONE NUMBER:(moi)762.4949 FIX 2_0 BUILDING Her Pennit N0 PERMIT APPLICATION sub Penna mo-- 0 BUILDING o.0BUILDING ❑ELECTRIC (ROOFING ❑ REVISION ❑EXTENSION ❑RENEWAL [PLUMBING (3 MEcliwca (PUBLIC WORKS ❑CHANGE OF ❑CANCELLATION ❑SHOP DRAWINGS CONTRACTOR XM, :jQ� !fit Mtami sham M M. - N the Dedpated:Yes No .rZ- Occupancy Type: Load: Construction TyFid Zane: BFE: FFE: OWNED Name(Fee Simple Titleholder).• A . .1 ��t't ea b Pfianefl:'7�t 41- _SIA 2 3 Address: Tenant/Lessee Narrw. Phoma' Email: Raena�Compamr Name:$ -1� - I-09 •D Pha ��1�S/CP S/f s3 I � r CK .2 " "An It --State: zip: ?2 9t 6 Qualifier Name. e-- fl-UA a-o - Phoma' state Cauff ow or #:Ljt�Cl32_`d 3 cite of cornpefenty#: Architect/Ertillneer: Phone#: Address: CRv: state• zip: Val of Work fcw t ft Perms oweAftiew Flo at Me of WOdc Q a A{A&_ Type of woft ❑ Addition ❑ Alteration ❑ New rX Repalr/Re ❑ own Descrilfilon Of Wait 0 � ✓.�.��y6 .. _�-r-(��%A•_LL_� - � spedfy color of edor!/)r1I -- subnJtml Fees Fee s CCF s co/cc$ Scutnift Fee$ Radon Fee$ DBPR$ Natary$ Tednu y Fee$ Tn, /Education fte$ Doubts Fee$ strudurai Reviews Bond$ TOTAL FEE NOW DUE$ ( /2q=Q w to Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the firstMNZERorAGENT ven (7) days after the building permit is issued. In the absence of such posted notice, the inspection wInspection fee will be charged. Signature Signature CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing Instrument was acknowledged before me this day of �®`� 20 I by 2"2J day of t/nti R M t), r ,20 J5 ,by 141 C -0 lol > ,who' personally known to Assa m WI.,who is personally known to me or who has produced me or who has produced CCC `o O ��. as identificati d who did take an oath. identification and who did take an oath. NO PUBLIC NOTARY PUBLIC: Si Sign: c Pri t• Y Print: Seal Notary Public-State of Florida Seal °N!" -. My Comm.Expires May 2t.2ot8 2 JUDITH DORELIEN Commission#FF 119571 My COMMISSION#FF031954 EXPIRES J une 27,2017 :s�as��r+►$g+Rsssssrsew�$�rs*s+� asrr+e s+�s�s+�sssss+►s�ss�rss�rarMs►ssssass�s� ss�ervwq+� �A4���`rvt�'e"'com wsa �►�*aa APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) lose UB"I" Miami Shores Village � o�` Building Department R� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 CONTRACTORS' REGISTRATION Fax: (305) 756.8972 IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. &ZCOPY OF QUALIFIER'S STATE LICENCES B.. COPY OF LOCAL BUSINESS TAX RECEIPT C.. t/ COPY OF LIABILITY INSURANCE* D. ri' COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. ■■eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeaeeeeeeeeeseeeeeeeeeeeeeee�ee BUSINESS NAME: gal iaol ti r ,, 1s-o r 13 BUSINESS ADDRESS:�SD�+ AL- CITY,6QZd �TATE_ 6 BUSINESS PHONE: -�-- e-i —FAX NUMBER(—) CELL PHONE� Y r QUALIFIER'S NAME: As c�7\.A., <:) QUALIFIER'S LIC NUMBER: r'" � J —4—o J /'' c r 15 IQ 57- / L STATE OF FLORIDA P VAEM OF ESS AND CONSTiUCT�NUSTRYPLICENSING I REGULATION' =79 The GENERAL CONTRACTOR Ned boow IS CERTIFIED - Under the, Of Chapter489 FS- _ Emotion aat&- AUG31,2016 `9 x� sn 0 ASM � _ ■ ■ $UILDit . a . X10 _ Poll .:�. - - 13MM 08MNM4 DISPLAYAS REQUIRED BY LAW SEQ# L140803000380 nen a.nswia".acs Sl'A7E OF FLOFMA DEP OF BSS AND PROFESSIONAL REGULATION RUC11�1 WDUSTRY LKx3MM BOAR The-ROOM G CAN7'RAGTQR _ Natrled-# v IS CBFl® A _ t ft Pwbbmi of 488 FS:_ - Exon daft AU43a 33, 166- PPOUK ASM sP? j q w BUILD -OWI a:zb • �.. - s 7 - MSUM a DISPLAYAS REQUIRED BY LAW SEQ# L1408MOOM02 ANNE M. G A N N O N P.O.Box 3353,West Palm Beach,FL 33402-3353 '"LOCATED AT" CONSTITUTIONAL TAX COLLECTOR www.pbctax.com Tel:(561)355-2264 Serving Palm Beach County 950 PENINSULA CORP CIR STE E, 1010 Serving you. BOCA RATON, FL 33487 TYPE OF BUSINESS OWNER CERTIFICATION RECEIPT**ATE PAID AMT PAID I BILL it 23-0051 GENERAL CONTRACTOR OTHMAN ASEM COC1518217 I B15.9D3284-0928116 527.60 1 840180386 This document is valid only when receipted by the Tax Collector's Office. STATE OF FLORIDA PALM BEACH COUNTY 2016/2016 LOCAL BUSINESS TAX RECEIPT BUILDERS OF AMERICA GROUP LLC LBTR Number: 201014304 BUILDERS OF AMERICA GROUP LLC EXPIRES: SEPTEMBER 30, 2016 950 PENINSULA CORP CIRCLE STE 1010 BOCA RATON,FL 33487 This receipt grants the privilege of engaging In or crllucllulullnlrlegal 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. ANNE M. G A N N O N P.O.Bax 3353,West Palm Beach,FL 33402-3353 "LOCATED AT" CONSTITUTIONAL TAX COLLECTOR www.pbctax Com Tel:(561)355-2264 Serving Palm Beach County 950 PENINSULA CORP CIR STE 1010 Serving foal. BOCA RATON, FL 33487 TYPE OF BUSINESS OWER I CERTIFICA naN 9 RECEIPT#MATE PAID AMT PAID I BILL 9 23-0081 ROOFING CONTRACTOR OTHMAN ASEM I CCC1329370 818.903293-0928115 527.60 I 840180358 This document Is valid only when receipted by the Tax Collector's Office. STATE OF FLORIDA PALM BEACH COUNTY 201512016 LOCAL BUSINESS TAX RECEIPT BUILDERS OF AMERICA GROUP LLC LBTR Number: 201014303 BUILDERS OF AMERICA GROUP LLC EXPIRES: SEPTEMBER 30, 2016 950 PENINSULA CORP CIRCLE STE 1010 BOCA RATON, FL 33487 This receipt grants theprivilege of en gaging in or n l l m l l n l u l l n l r l u l 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. AC40 O® CERTIFICATE OF LIABILITY INSURANCE DATE(AANIIDDlYYYY) 11/25/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder Is an ADDITIONAL INSURED,the pollcy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Martha Salazar Gil, Garden, Avetrani Insurance Group PHONE f305)630-4777 1 FAc (305)279-3022 10689 N. Rendall Drive rN ADD �q:msalazar@ggaig.com Suite 208 INSU S AFFORDING COVERAGE NAIL# Miami FL 33176 INSURERA:Gemini Insurance Company INSURED INSURER 8*488CO Insurance Company 25011 Builders Of America Group LLC. INSURERC:Commerce s Industry Insurance 950 Peninsula Corporate Cir Ste 1010 INSURER 33ridgefield Casualty Co. 10335 INSURER E Boca Raton FL 33487-1384 1 INSURER F: COVERAGES CERTIFICATE NUMBER:-Builders of Amer REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUOR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER M/0 LIMITS X COMMERCIAL GENERAL LUUNLrrY EACH OCCURRENCE $ 1,000,000 A CLAIMS-MADE FxI OCCUR PREMAG TO RE $ 50,000 ISES a occurrence) VNGPOO1130 5/1/2015 5/1/2016 MED EXP(Anyone person) $ Excluded PERSONAL$ADV INJURY $ 1,000,000 GEWL AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 X POLICY❑JEC F�LOC PRODUCTS-COMP/OP AGO $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY Ea accident)SINGLE MIT $ 1,000,000 B X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED WPP107985802 12/21/2014 12/21/2015 BODILY INJURY Per accident $ AUTOS AUTOS ( ) HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS P ani Medical Payments $ 5,000 UMBRELLA LIAB OCCUR EACH OCCURRENCE $ 2,000,000 c X EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION SE019713713 5/1/2015 5/1/2016 $ WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITYY I N Y STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDE07 [N N/A E.L.EACH ACCIDENT $ 1,000,000 D (Mandatory In NH) 830-53763 6/13/2015 6/13/2016 E.L.DISEASE-EA EMPLOYEE $ 1,000,000 B describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 11000.000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remeft Schedule,may be attached H more apace Is requUed) #CCC132 9370 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Avenue Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE Joe Avetrani/MS ©1888-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025/?mami • 1 Z EC 0 j �81J� ROOF ASSEMBLIES AND ROOFTOP STRUCTURES a _a Edition(2014) 1 AWIL High-Velocity Hurricane Zone Uniform Permit Application Form. 1 1 Section A(General Information) 1 1 Master Permit No. Process No. 1 Contractor's Name �► � ",, Job Address Jf_Q pVv® lac l,�c� C�., „ 1_ ROOF CATEGORY 1 ❑ Low Slope ❑ Mechanically Fastened Tile Mortar/Adhesive Set Tiles 1 ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes 1 1 ❑ Prescriptive BUR-RAS 150 1 ROOF TYPE 1 ❑ New roof ❑ Repair ❑ Maintenance A Reroofing ❑ Recovering 1 ROOF SYSTEM INFORMATION 1 Low Slope Roof Area(SF) Steep Sloped Roof AREA(SSF)Z*D Total(SF)-2—Yo 4 1 1 1 Section B(Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains,scuppers,overflow scuppers and overflow drains. Include dimen- sions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. 1 1 flf 1 C0 CA 1 p 0 •• ® 1. • • • •cc • LU u o • Q N in 0 • • 1• • �> • ..: ;• �. . . ; • ;• • o 0 . �4 7 Ole • • Ole FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) i • • • i • i i • • • '45.87 • • Copyright to,or licensed by,lCC(ALL at(�M I�;aeeess1 by saiew Plcio on Jun 8.2015 10:32:12 AM pursuant u ' ' 000 ' Agreement.No further reproductions autHmi�.• • •' • • i' ': P r-�•� ROOF ASSEMBUES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) High-Velocity Hurricane Zone Uniform Permit Application Form 1 1 Section D(Steep Sloped Roof System) 1 . 1 Roof System Manufacturer. Z C 1 Notice of Acceptance Number. 1 Minimum Design Wind Pressures,If Applicable(From RAS f or Calculations): 1 P1: P . P1: 1 1 1 1 Deck Type: Type Underlayment: �, Roof Slope: :Asr^ P2.24 _ 1 12 Insulation: 1 1 Fre Barrier: 1 1 Ridge Wntil on? Fastener Type&Spacing: Adhesive Type: AY �r!(� Q Eel, —1610 Type Cap Sheet: Mean Roof Height: �_ Roof Covering: y Type&Size Drip 1 Edge: 1 •• • • . • .. . . . . • . • • 0,0 ••• • .:0 . • . ,. FLORIDA BUILO NG CODE—BUILDIAIG,5th EDITION(2014) ; ; : : : •:• : : :, :0 : CGPYigbl a.or h..d by.[CC(ALL IUGM RESER• ••• , IS•.,{9 • 11 1 Agreemen.No hud w mpmduu �. ••iow— by`�• o Jung.�l5 1032 12 AM pareuantt$[ac�x� • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) 1 High-Velocity Hurricane Zone Uniform Permit Application Form. 1 1 1 Section E(Tile Calculations) 1 For Moment based tile systems,choose either Method 1 or 2.Compare the values for M,with the values from K. If the M,values are greater than or equal to the M,values,for each area of the roof,then the tile attachment method is acceptable. 1 Method 1 "Moment Based Tile Calculations Per RAS 127" 1 (P1: x 7, = _)-Mg; =M„ Product Approval M, 1 (P2: x?v = Mg: =M2 Product Approval M, 1 (P3:_x7V = Mg: =Mrs Product Approval M, 1 Method 2"Simplified Tile Calculations Per Table Below" Required Moment of Resistance(M,)From Table Below product Approval 1 M,required Moment Resistance" Roof Slope 1 Mean Roof Height 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 1 3:12 C32--27 34.4 36.0 37.4 39.8 1 4:12 30.4 32.2 33.8 35.1 37.3 1 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 11 7:12 24.4 25.9 27.1 28.2 30.0 1 `Must be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and 1 Appeals. 1 For Uplift based tile systems use Method 3.Compared the values for F'with the values for Fr. If the F'values are greater than or equal to the Fr values,for each area of the roof,then the tile attachment method is acceptable. 1 1 Method 3"Uplift Based Tile Calculations Per RAS 127" (P1:_x L = xw: )-W: x cos 0 =F,, Product Approval F' (P2:_x L_= x w:=_)-W: x cos 0 =Ff1 Product Approval F' (P3:_x L_= x w:=_)-W: x cos 0_=F,_ Product Approval F' 1 1 Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- 1 pared by PE based on ASCE 7 1 Mean Roof Height H Job Site 1 Roof Slope 0 Job Site 1 Aerodynamic Multiplier 71 Product Approval 1 Restoring Moment due to Gravity Ms Product Approval .• 1 Attachment Resistance • Product Approval • • • • • . Required Moment Resistance • 0 0- 1 Minimum Attachment Resistance F' • .. . . • • . • • {�roxiuct proaal . • 1 Required Uplift Resistance F, " C•atcul8ted• • •. • • • •• . . 1 Average Tile Weight W Product Approval • . • • 1 Tile Dimensions L =length W s ' tR.0• ' •• • • i ����PProvel• ... • . . . 1 All calculations must be submitted to the building official at the*vie rsnit applilathn. • • • • : . 00 1 • • 0 ' • 0 .0 .• ,0 • •• • • • • •'• • i �• . 4 .. . 15.40 : •FLORIID�BLIL'dAG�ODE'--BUILDING,5th EDITION(20141 • • • • • • " Copyright �Ei '1 I IstillNPpcio 1 :32:12 AvparsuAto u •, Agreement.No further aut1krDI .•• . •• • • • 0 • . 1 ' SECTION 1524 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope.As it pertains to the section,4 is the responsibility of roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of the section.The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations.Additionally,the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 2• Renailing wood decks:When replacing roofing,the existing wood roof deck may have to nailed in accordance with the current provisions of Section R4403.(The roof deck is usually Healed prior to removing the existing roof system). 4• Exposed Ceiling: Exposed,open beam ceilings are where the underside of the roof decking can be viewed from below.The owner may wish to maintain the architectural appearance;therefore, roofing nail penetration of the underside of the decking may not be acceptable.This provides the option of maintaining the appearance. s• Overflow scuppers(wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow uppers in accordance with the requirements of Sections R440 , R4403 and R4413. gr �enf s Si nature�9 Date ontractor rgnature Date d�perty� P GL 33 3 ermit Number Revised on 7/912009 LD;07/01/2015; • ••• • • • • ••• • • • • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1525 1 HIGH-VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION 1 1 Florida Building Code 5th Edition(2014) 1 High-Velocity Hurricane Zone Uniform Permit Application Form 1 1 INSTRUCTION PAGE 1 1 1 COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT 1 APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: 1 Roof System Required Sections of the Attachments Required 1 Permit Application Form See List Below 1 Low Slope Application A,B,C 1,2,3,4,5,6,7 1 Prescriptive BUR-RAS 150 A,B,C 4,5,6,7 1 Asphaltic Shingles A,B,D 1,2,4,5,6,7 1 Concrete or Clay TileA,B,D,E 1 2 3,4,5,6, 1 Metal Roofs A,B,D 1. 3- 1 Wood Shingles and Shakes A,B,D 1 1,2,4,5,6,7 1 Other As Applicable 1,2,3,4,5,6,7 1 1 ATTACHMENTS REQUIRED: 1 1. Fire Directory Listing Page 1 1 2. From Product Approval: 1 Front Page 1 Specific System Description 1 Specific System Limitations General Limitations 1 Applicable Detail Drawings 3. Design Calculations per Chapter 16,or if applicable,RAS 127 or RAS 128 1 4. Other Component of Product Approval 1 5. Municipal Permit Application 1 6. Owners Notification for Roofing Considerations(Reroofing Only) 1 1 7. 1 Any Required Roof Testing/Calculation Documentation of* see 0 • • so • • g. ; • • • • ••• • gas '•• : • see so • ••• ••• 000 000 • 00 0 0 91 • • • • • 16.36 ••• • • • • • • • FLCJIIQA VUtt l CODE—BUILDING,bth Ea1110N(2014) u i i 1 a Copyright to,or liccnsed by.ICC(ALL G RFc VIA _+ • •' • + • ' I I I Agreement.No further reproductions aud�gun �� ii d b• 1�e • o on tun B.2015 1032:12 AM puranljo Lice.c : • •• ♦SNORE Miami shores Village pu��+ Building Department �. .� 10050 N.E.2nd Avenue ��".Tpjst"'pp► 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:JQ A U L Cro p 93 , Property Address:�� CL G Roofing Permit Number: Dear Building Official: I - �� -� certify that I am not required to retrofit the roof to wall connections of my building because: fThe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC)or with the provisions of 19 4 i ' of the South Florida Building Code (1994 SFBC) Signa r Print Name State of Florida County of Dade •• The undersigned, being the first duly swom,tLap04s and Saysihit he/she is the own :Expires Sworn to and subscribed before me this �-3 day of o✓ Za c : ; y PuNwC' :RITTNER s Notary Puida•• • ••• ••• ';.+ nr:My Comm. 018• Commis1 Notary Public, Sate of Florida at Large •• •• • When the just valuation of the structure for purpose pfd viJorem taxaa0n js egAto gr morelhan$300,000,00,and the building was not constructed with FBC nor a 1994 • • • • • SFBC.Then you must provide a building application f;m Aenera•�Conlr• •�ctor f r thAoof tr:Wall connection Hurricane Mitigation. • •• •• • • • •• •• Revised on 5/21/2009 MIAMI-DADE COUNTY MUAUM14 PRODUCT CONTROL SECTION 11805 SW 26 Stmt,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/economy 3M Company 3M Center Building 0220-05-E-06 St.Paul,MN.551441000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:3MTm 2-Component Foam Roof Tile Adhesive AH-160 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. goo 0• • • • • • • • .00 This NOA revises NOA 13-0502.02 and eansist�.of fg� j t1kmo gh.11. The submitted documentation was revievmdbyAle%Tig'erA. ; • . •t• •t• ... . . 00 • NOA No.:14-0805.01 e CCt APPROVE '• Expiration Date: 05/10/17 • Approval Date:"/04/14 ... . Page 1 of 11 . . . ... . . • . .... . . . . . . . . . . •• •• . . . •• •• ... . . . ... . . ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTm T.-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as described in this Notice of Acceptance.For the locations where the design pressure requirements,as determined by applicable building code,do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat,low,and high profile roof tile systems using 2-Component Foam Roof Tile Adhesive AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Descriution Specifications 3MTM 2-Component N/A TAS 101 Two component polyurethane foam adhesive Foam Roof Tile Adhesive AH-160 Foam Dispenser N/A Dispensing Equipment RTF1000 ProPack®30& 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Pro a Test Results Density ASTM D 1622 1.61bs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40°F.,2 weeks +6.0%Volume Change @158°F., 100%Humidity,2 • . .welslts Closed Cell Content •ASYjA:d j8.6i :•:86% 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. ... ... . ... ... 0.. • . NOA No.:14-0805.01 . . . . . . . ►hoE Cour ..: :' ;• • • •• Expiration Date: 05/10/17 Approval Date:09/04/14 Page 2 of 11 ... . . . . or . . • • • •.• • . . . . . . . . . . . .. .. . . . .. .. EVIDENCE SUBMITTED: Test Azencv Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 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 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 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 03/02/99 520109-2-1 LEwTATIONS: 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3M7 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low,&high tile 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 3M"N 2-Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida AdminigYe bode.• •• .. ... .. . . . .. . ... ... . ••• ••• '.. : ; . •• • NOA No.:14-0805.01 MSE ccuwn ' " " • • Expiration Date: 05/10/17 • Approval Date:09/04/14 Page 3 of 11 ... . . . . ... . . • . . ••• . .. .. . . . .. .. ... . . . ... . . INSTALLATION: 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof file assembly having a current NOA that lists attachment 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 to meet or exceed the resistance value 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 Roofing 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. 5. 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). 6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF1000 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 1 to 2 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH-160 has been dispensed. 9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in accordance with the Placement Details'herein. Each generic tile profile requires the specific placement noted herein. .. ... . . . . . .. • .. . . . . ... . .. ... .. . . . .. 000 : . : : : . .'• ' NOA No.:14-0805.01 SDE ourrrY +• :• " ' • • Expiration Date: 05/10/17 APPROVED Approval Date:09/04/14 ... . . . . ... . . Page 4 of 11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Table 1:Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High AH Eave Course 17-23 sq.inches 4545 Profiles Flat,Lo High Profiles #1 17 23 sq.inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat,Low,high Profiles #3 Two Paddys: 8-9 sq.inches at 12 grams per paddy head of tile 9-11 sq.inches at overlap Two-Piece Barrel(Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams per bead edge)20-25 sq.inches each bead Two Piece Barrel(Pan Tile) Two Piece J 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprmt or identifiable marking of the manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved"or the Miami- Dade County Product Control Seal as shown below. ot�rn BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. • • .. ... .. . . . .. . ••• ••• . ••• ••• • • • • • • NOA No.:14-0805.01 90: •• •: i• • :• i i • i • i• Expiration Date: 05/10/17 • • • Approval Date:09/04/14 Page 5 of 11 • • • • • • • • • • •• •• •• •• • • •••• ••• •• • • • • AD PLACEMENT ETAIL#1 oc'�W-M t FlaVLow Profile Tile .aa �1. Starting at the cave course,apply a minimum 2" - _ (50.8 nun)x 10"(254 mm)x 1"(25.4 mm)foam • paddy onto the underlayment positioned as shown, �. under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner.Insure approximately 17 (109.7 cm)—23(148.4 cm)square inch adhesive contact with the underside of the tile. Medium Profile/ Doable Pan Tile #�orb�tca�ss caHnna� IW%M mr~4 P&d&P;e .f%>Paa1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the �.. overlock of the tile being set. YO3%V =4r 8F�5•h�r i- L _ 2. Continue in same manner.Insure approximately 17 (109.7 cm)—23(148.4 cm)square inch adhesive contact with the underside of the tile. - 10 h.— %a . E8�1.�i5 YF• PIM"Iscammy1wTA&I High Profile/Single Pan Tile .•�4c . 1. Starting at the cave course,apply a minimum 2" g (50.8 mm)x 10"(254 nun)x 1"(25.4 mm)foam • paddy onto the underlayment positioned as shown W. a®,.,. ,. under the pan porton of the tile closest to the overlock of the tile being set. 2. Continue in same manner.Insure approximately 17 4 -:a (109.7 crW)—23 (148.4 cm)square inch adhesive �'f; - ••. cont; wiQ%the underside of the tile. Y f1 ,�tea. UOR eggs • ••• ••• • ••• ••• • • • • • • • • • • • NOA No.: 140805.01 .. • . • . . . . . wtuwu iue►oe courrtir •• •• .• Expiration Date: 05/10/17 !A PROVEDLL� Approval Date:09/04/14 .•• • • ••• • Page 6of11 • . . V: . . . . . .. .. . . . .. .• ... . . . ••. . . ADHESIVE PLACEMENT DETAIL#2 s4a a,= Paft Path roof Flat/Low Proille Tile E q 1. Starting at the eave course,apply a minimum 2"(50.8 .. mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy w * onto the underlayment positioned as shown under the strengthening rib of the file closest to the overlock of the tile being set.Insure approximately 17(109.7 cm) ate; ► w+,.� –23148.4 cm ( 2)square inch adhesive contact with the r underside of the tile. - - 2. At the second course,apply a minimum 2"(50.8mm) Fit" x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the " strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner.Insure approximately 10" (64.5 Cm2)- 12(77.4 cm2)square inch adhesive contact with the underside of the tile. v� Ems, Medium Profile/Double Pan Tile Gw�eve r.�puir.il ­_-Vamp:e. thr",, 1. Starting at the eave course,apply a minimum 2"(50.8 „ I mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlook of the `.. tile 23 being set.Insure approximately 17(109.7 cm2)– a „ �._ y 148.4 cm2 �' )square inch adhesive contact with the e' underside of the tile. tea'-"Yo- �� � 2. At the second course,apply a minimum 2"(50.8mm) x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the —sa.chm"Ve underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner.Insure approximately 12" (77.4 cm2)- 14(90.3 cm)square inch adhesive contact with the underside of the tile. ••• ••: :(4isPwttp*rd tinued on next page) . .. . . . . ... 0. .. ... .. . . . .. . ... ... . ... ... ' ' NOA No.:14-0805.01 . . .. .. . M • ED ' . see . Expiration Date: 05/10/17 Approval Date:09/04/14 0:0 ... Page 7 of 11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL#2(CONTWM) ►•++v High Profile/Single Pan Tile .� 1. Starting at the eave course,apply a minimum 2"(50.8 k mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the the being set.Insure approximately 17(109.7 cm)— aim -_ �. = 23 (148.4 cm)square inch adhesive contact with the IM-11,-ptimal underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) t..� •'-"' `r x T'(177.8 mm)x 1"(25.4 nun)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the file being set. 3. Continue in same manner.Insure approximately IT' (109.7 cm2)- 19(122.6 cm)square inch adhesive contact with the underside of the tile. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... •.• . 00: Or .. . . . . . . .0 NOA No.:144)M.01 • •• •• •• Expiration Date: 05/10/17 Approval Date:09/04/14 ... . . . . ... . . Page 8 of 11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL#3 'ems 1. On the eave course only,apply a minimum 2" (50.8 mm)x 10"(254 mm)x V(25.4 mm)foam paddy a pa"t maw) onto the underlayment positioned as shown,under <<A = 'Fr r" the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set.Leave o:ego approximately 4"(10 1.6 mm)up from the save wf - -�, edge free of foam to prevent the expanded adhesive ' ■ems. a from blocking the weep holes. Insure �� - approximately 17-23 int(109.7-148.4 cm2)of fob •, adhesive contact with the underside of the tile 2. Apply a 4"(101.6 mm)x 4"(101.6 mm)x 1"(25.4 mm)foam paddy onto the underlayment just below low RiaM Ttlo the second course line positioned foam paddy under the strengthening rib for flat tile,or under the WPbS&MffM" vaMr' W* pan portion of the tile,closest to the underlock for ishm r"aked) (beummOM the second course tile to be installed. Insure °`e approximately 8-9 int(51.6-58.1 cm2)of adhesive +� funder LU) contact with the underside of the tile. 1 (Instructions continued on next page) Ezra Duma ARNIJUMPFOIBOTOO •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• • ••• ••• • • • . . . . • NOA No.:145.01 .• . . • . . -080 C •• •• :• Expiration Date: 05/10/17 Approval Date:09/04/14 ••• ••• Page 9of11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) � egaddyvrs�ere"l� (when p*ed) 3. Also apply a 2"(50.8 mm)x 4"(101.6 mm)x'/4" (19 mm)paddy on top of the eave course tile vafttce surface as shown,on top of the strengthening rib -° P- for flat tile or on top of the pan portion of the tile, s I closest to the underlock of the first course of tile. _'� `' Install second course of tile.Insure approximately �4x4t t' '-,, _ 9(58.1 cm2)- 11 (71cm2)square inch adhesive contact with the underside of the file at the overlap o,g j s� � and 7(45.2 cm2)-9(58.1 cm)square inch adhesive contact with the underside of the file at the head of the tile. Continue in same manner. W"Pb*b �b ii�11 Prast7@a7� • • • • • • NOA No.:14-0805.01 MlAM1DE GC)UNTY • •• •• • • • • •• 1APPROVED1 Expiration Date: 05/10/17 Approval Date:09/04/14 ••• . . ..• • Page 10 of 11 • • . • • • . • . . • •• •. • . • •• .. ... . • . •.. . • ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1. Starting at the cave course,apply a minimum 2" n Ftae ena,�as to edd.ve 8s a is�•a• se•.P�� 50.8 mm x 1 " „ M e.M d•pm di (whm regWmd) ( ) 0 (254 mm)x 1 (25.4 mm)foam 21 tUm comma ap:rda dwm Puce ad agn to paddy onto the underlayment positioned as to t hu(mm Q1ftW°edp of cmw W& shown under two adjacent Support Then Install ft ML Ensm 20 b j pan tiles. Su rt eave 25 sq.hLcont crawl*& _,.- ° tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge.Insure approximately 65(419.4 cm)—70(451.6 cm2) square inch adhesive contact with the underside � of the pan tile. s- 3. Turn covers upside down exposing the underside whole Fuda eoard of the tile.Apply a minimum 1"(25.4 mm)x 10" (254 mm)bead of adhesive directly on the inner Remora tP PWOM Of dim"Ve Come CWw d1c Abet to second course of edge of each side of the cover tile.Leave a.sae.Lreemmadofpmand`wm Was am RuA at*aw Mw approximately 3/4"(19 mm)to 1"(25.4 mm) 'hero Piece Barrel-High Profile Tile from the outside edge of the tile,inward,free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course.Insure a minimum of 20(129 cm)-25 (161.3 cm)square inch contact area on each side of the cover tile to the pan tile.Continue in same manner.Trim away any cured exposed foam adhesive.Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required,T'(50.8 mm)x 4"(101.6 mm)hailers or the tie wire system using galvanized,stainless steel,or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE • ••• ••• • ••• ••• •' NOA No.:14-M5.01 . .. .. . • . . .. MIAMFGADE COUNTY ••• • • • • . Expiration Date: 05/10/17 Approval Date:09/04/14 •.• • . . ... Page 11 of 11 • . . • . • . • . • ••• . • • •.. • • ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) 3. Also apply a 2"(50.8 mm)x 4"(101.6 mm)x3/4" (19 mm)paddy on top of the cave course tile •- 4 surface as shown on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. an Install second course of tile.Insure approximately 42+1M 9(58.1 cm)- 11 (71cm2)square inch adhesive 2 z a aL q��- contact with the underside of the tile at the overlap and 7(45.2 cm2)-9(58.1 cm2)square inch adhesive contact with the underside of the tile at IneCase ��.'' the head of the tile.Continue in same manner. JhL OAPedge lata Tito . •. . • . . ..• . . ... .•. . ... •.. ' NOA No.:14-0805.01 ECOUNTY • •• •• • • • • •• •••• "' ' Expiration Date: 05/10/17 Approval Date:09/04/14 ••• • • • • ••• • • Page 10 of 11 • • • • • • • • • • ••• • • • ••• • • i ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile I i Pbw enough adhosim t•addm ss a"aa.� sten M� 1. Starting at the eave course,apply a minimum 2" In VfM w•P"dic 4WMn req„treo (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam 21 Twn corers UpSWe damn.Ffw adhestm in paddy onto the underlayment positioned as to 1 K f►mn outdaa edge of carer dbL rhm hum0 the uta.Ensure m to shown under two adjacent pan tiles. Support eave 23s4lhLCwam•e& -->° tiles from rocking until adhesive has a chance to e a' u� -`" ;=' cure. ° 2. Continue in same manner bringing two pan courses up toward the ridge.Insure approximately 65(419.4 cm2)—70(451.6 cm2) square inch adhesive contact with the underside of the pan tile. s, eve closure :�- (MMU sham) 3. Turn covers upside down exposing the underside Wph•t• Fasda Ikkud of the tile.Apply a minimum 1"(25.4 mm)x 10" (254 mm)bead of adhesive directly on the inner ROMOM mp WOM of dw can Cause cow m•.Abut eo secmed cause of edge of each side of the cover tile.Leave Rea tft&Ensure esus @M of pan aW cover On are Rush at eave 8ne. approximately 3/4"(19 mm)to 1"(25.4 mm) Two Piece Barrel-High Profile Tile from the outside edge of the tile,inward,free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pian fiIn le course. sure a minimum of 20(129 cm)-25(161.3 cm2)square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive.Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required,2"(50.8 mm)x 4"(101.6 mm)nailers or the tie wire system using galvanized,stainless steel,or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... . ... ... •• • • • • • • • • NOA No.:14-0805.01 MWMI•flIADE CQ%LINTY • •• •• • • • • •• APPROVED ••• • • • • • Expiration Date: 05/10/17 Approval Date:09/04/14 ••• e e • see a Page 11 of it • e e e e e • e e e • e e ee. e e • e• .ee• • e• • •e •• ee• e e.e e e MIAMMAMI � MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 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)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOM www.miamidade.gov/pera Boral Roofing LLC. 7575 Irvine 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 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 Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 600(Shake,Slate&Split Shake)Concrete Roof Tile 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 papro»dad to tyle ule rbythe manufacturer or its distributors and shall be available for inspection at the job site at the regVist&Abre Bulxding Official. • ... 04, • . • This revises NOA# 12-0308.03 and consists of pages 1 through 6.' •• The submitted documentation was reviewed by Alex Tigera. .. • • . • • • ; '; NOA No.: 12-0904.04 MIAMaDADE CQt1NTY � • • • ..� F Expiration Date: 12/06/17 Approval Date: 11/21/12 000 0 0 0 �•� Pagel of ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a system using Saxony 600 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Stockton, CA., 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 Manufactured by Test Product Applicant Dimensions Specifications Description Saxony 600(Shake,Slate 1= 17' TAS 112 Flat,interlocking,high-pressure extruded concrete &Split Shake) w= 13" roof tile equipped with two nail holes. For direct .56"thick deck or battened nail-on,or adhesive set applications. Trim Pieces 1=varies TAS 112 Accessory trim,concrete roof pieces for use at hips, w=varies rakes,ridges and valley terminations. varying thickness Manufactured for each tile profile. 2. 1 PRODUCT DESCRIPTION 1. Stockton,CA 2.2 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing PA 102 Dec. 1991 Appendix III Redland Technologies 7161-03 Static Uplift Testing PA 102(A) Dec. 1991 Appendix III The Center for Applied 94-0840 Static Uplift Testing PA 101 May 1994 Engineering,Inc. (Mortar Set) The Center for Applied 94-060A Static Uplift Testing PA 101 March, 1994 Engineering,Inc. (Adhesive Set) The Center for Applied 25-7834-2PA Static Uplift Testing PA 101 Oct. 1996 Engineering,Inc. (Horizontal Battens w/2 screws) The Center for Applied 25-7834!?PA': •• §tati Uplift Testing PA 101 Oct. 1996 Engineering,Inc. o tal Battens w/2 screws) The Center for Applied 257814'4PA•' 0•' $fair.Uplift Testing PA 101 Sept. 1996 Engineering,Inc. (2 Screws) •• , • . . • • •. '• • NOA No.: 12-0904.04 Iq htLAMMAD'CouNTY "' • '.' '.' :• Expiration Date: 12/06/17 Approval Date: 11/21/12 ':• : 000 Page 2 of 6 L :.• • • : : • : • • ... 0 4 2.2 SUBMITTED EVIDENCE: Test Agenev Test Identifier Test Name/Rep ort Date The Center for Applied 25-7094-2 Static Uplift Testing PA 102 Oct. 1994 Engineering,Inc. (4"Headlap,Nails,Direct Deck, New Construction) The Center for Applied 25-7094-8 Static Uplift Testing PA 102 Oct. 1994 Engineering,Inc. (4"Headlap,Nails,Battens) The Center for Applied 25-7094-5 Static Uplift Testing PA 102 Oct. 1994 Engineering,Inc. (4"Headlap,Nails,Direct Deck, Recover/Reroof) The Center for Applied 25-7183-6 Static Uplift TestingPA 102 Feb. 1995 Engineering,Inc. (2 Quik-Drive Screws,Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing PA 102 Feb. 1995 Engineering,Inc. (2 Quik-Drive Screws,Battens) The Center for Applied 25-7214-1 Static Uplift Testing PA 102 March, 1995 Engineering,Inc. (1 Quik-Drive Screw,Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing PA 102 March, 1995 Engineering,Inc. (1 Quik-Drive Screw,Batten Redland Technologies 7161-03 Wind Tunnel Testing PA 108 Dec. 1991 Appendix II (Nail-On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing PA 108 Aug. 1994 (Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing PA 108 July 1994 (Mortar S) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC PA 100 Walker Engineering,Inc. Evaluation Calculations Restoring Moments Due to Gravity Sept.2007 Nutting Engineers 13343.1 TAS 112 January 2007 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 33 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 a lications ma be installed perpendicular to the roof slope unless stated o er vise by the underlayment materig?mmmWaaturers pubbli eco literature. 3.6 This acceptance is for wood deck apl Iicatip¢s, dl• *requirements shall be in compliance with applicable building code. •.• ..: ..: •.• : .. • ... ev •• • NOA No.: 12-0904.04 aMLAMMADECOUNTY ••' •• '.• :• Expiration Date: 12/06/17 Approval Date: 11/21/12 ':• : . ... , Page 3 of 6 4. INSTALLATION 4.1 Saxony 600(Slate, Shake& Split Shake)Concrete Roof Tile 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(lbf) Length-1 (ft) Width-w (ft) Saxony 600 6.85 1.417 1.08 Slate, Shake&Split Shake Table 2: Aerodynamic Multipliers -;L(ft) Tile ;L(ft ) ;L(ft) Profile Batten Application Direct Deck Application Saxony 600 0.289 0.313 Slate, Shake &Split Shake Table 3: Restoring Moments due to Gravity-Mg (ft-lbf) Tile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12"or Profile greater Saxony Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 600 Deck Deck Deck Deck Deck Deck Slate, 4.22 4.80 4.18 4.75 4.11 4.67 4.03 4.58 3.92 4.46 3.81 4.33 Shake & Split Shake Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Nail-On Systems Tile Profile Tile Application Approved Screws 2 screws Saxony 600 Battens 17.4 Slate, Shake & Split Shake Direct Deck 28.70 1 Data noted in Table 3 is for installation with a 3"tile headla . Table 7: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mortar or Adhesive Set Systems Tile Tile Attachment Profile •.AppUgptjpn• • • Resistance Saxony 600 .Adhabilepot ; - 75.8 Slate S ake •• '.. •.• • • 1. 3M"v2-Component Foam Roof Tile Adhesive AH-160 2. Average patty weight was 45.6 grams ' NOA No.: 12-0904.04 Murat nanE cotn�r�r 00: •• •• `.' Expiration Date: 12/06/17 Approval Date: 11/21/12 ':' • ... . Page 4 of 6 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". BORAL ROOFING LLC SAXONY 600 TILE(STocxToN,CA 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 the Building Official or applicable building code in order to properly evaluate the installation of this system. :.: `. •• •• :. : : ' • • NOA No.: 12-0904.04 Mwh�aDAD COUNTY • •• Expiration Date: 12/06/17 Approval Date: 11/21/12 °:' ; • • • •.. . Page 5 of 6 PROFILE DRAWINGS NAIL HOLES • • 1 1/8"(slate) 1 114°(shake) 17" OVERLAY 1215116" WATERLOCK SAXONY 700 CONCRETE ROOF TILE(STOCKTON, CA) END OF THIS ACCEPTANCE • • . . . . . • aosee oe: • •' '• � :. : : ' •� � NOA No.: 12-0904.04 MIAMFDAD,COUNTY •• • • ••• :' Expiration Date: 12/06/17 Approval Date: 11/21/12 •: : • • o ••• • Page 6 of 6