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RF-15-714 [ 2 �5 Miami Shores Village ,� TN p � . Building Department NSA 2015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 i Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20(() BUILDING Master Permit No. - -7 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC [ "ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL E]PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: U City: Miami Shores 1�County: Miami Dade Zip: _MCL Folio/Parcel#: i I _MCL -03q ' C�y C Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): (,( /'F•(jt Phone#:3n -75-(o --5-LI 7 7 Address: "I%7t I {V E -Ig S� ,; c' City: a .C State: F`- Zip: 3 7/_:��y 1�/�. Tenant/Lessee Name: Phone#: 3 - /_Sur- 77 Email: PC CONTRACTOR:Company Name: !L6 ``W ( A Gid Wn C 1 Se'_ .1dphone#: Address: Fast- Lucy. S�r'e.e_+ City: T State: 1'L Zip: 3- Qualifier Name: /" Phone#:�S3 -'DJ State Certification or Registration#:_C C,L 06 7 D La Certificate of Competency#: DESIGNER:Architect/Engineer:_ Phone#: Address: IU i R City: PC State: folft-�-Zip: tj -->`-�--�— Value of Work for this Permit:$ 351 5)S.'00 Square/Linear Footage of Work: 6-5— Type 5Type of Work: ❑ Addition ❑ Alteration ElNew Repair/Replace 1:1Demolition Description of Work: RL f00C 1 i i-L Cil nl In UJ S I e— Specify color of color thru tile: Submittal Fee$ Permit Fee$:-�2C . (J� CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$!3 o • co TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) IVT/ t Bonding Company's Address City_ Q I Pr State Zip Mortgage Lender's Name(if applicable)` Mortgage Lender's Address City t� "'TTT State 'y Zip IV F7 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit i issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENTCONJ NT CTOR The foregoing instru nt was acknowledged before me this The for oing ins t ent wa acknowledged befgre me this ��'1 day of 1 20 r� by The of 20 t_ by who is personally known to who is personally known to me or who has produced as me or who has produced as identification an LLE FARR identification and who did take an o NOTARY PUBLIC: ;*; :t=_ MY COMMISSION#FF 006632 NOTARY MICHELLEFARR EXPIRES:July 27,2017 %;c,I 32 Bonded Thru Notary Pubic Unde writers <. MY COMMISSION#FF 0066 EXPIRES:July 27,2017 ded Thru Notary Public Underli tern Sign. Sign: Print: Print: Seal: Seal: **s****************sssssssss sss sss*ss*ss**s*ss********************ss*sss**sssssssssssssssss*sss*sss**** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application- Miami-Dade County Page 1 of 1 . OFFICE OF THE.1-04% R PERTY APPRAISER Summary Report Generated On:3/19/2015 Property Information Folio: 11-3206-0340240 NE 00 Property Address: 921 NE 99 ST Owner RALPH E LARA&KARIN H ,a Mailing Address 921 NE 99 ST MIAMI SHORES,FL 33138-2568 Primary Zone 1100 SGL FAMILY-2301-2500 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds/Baths/Half 5/310 Floors 1 1 ST Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft by 200ft Adjusted Area 2,531 Sq.Ft Lot Size 10,738 Sq.Ft Taxable Value Information Year Built 1948 2014 2013 2012 Assessment Information County Exemption Value $50,000 $50,000 $50,000 Year 2014 2013 2012 Taxable Value 1 $120,904 $118,379 $115,565 Land Value $182,658 $145,952 $115,625 School Board Building Value $178,805 $180,234 $207,108 Exemption Value 1 $25,000 $25,000 $25,000 XF Value $9,344 $9,427 $11,056 _ __ Taxable Value 1 $145,904 $143,379 $140,565 Market Value $370,807 $335,613 $333,789 City Assessed Value $170,904 $168,379 $165,565 Exemption Value $50,000 $50,000 $50,000 Benefits Information Taxable Value 1 $120,904 $118,379 $115,565 Benefit Type 2014 2013 2012 Regional Save Our Homes Assessment Exemption Value 1 $50,000 $50,000 $50,000 Cap Reduction $199,903 $167,234 $168,224 Taxable Value 1 $120,904 $118,379 $115,565 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Exemption $25,000 $25,000 $25,000 Homestead Previous Price OR Book- Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County, Sale Page School Board,City,Regional). 09/01/1990 $121,800 14842-0299 2008 and prior year sales;Qual by exam of deed Short Legal Description 12/01/1972 $67,500 00000- 2008 and prior year sales;Qual by MIAMI SHORES SEC 8 PB 1433 00000 exam of deed LOT 15&W41 FT LOT 16BLK 170 LOT SIZE 91.000 X 118 OR 14842-299 09901 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 hftp://www.miamidade.govriinfb/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 3/19/2015 Mar 30 15 11:32a p,1 RICK SCOTT GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 4: OCCO67261 J. The ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date. AUG $1,2016 0� WARD, JOSEPH GARRETT JOSEPH WARD ENTERPRISES, INC.. 24 OLD JUPITER BEACH ROAD JUPITER FL 33466 ISSUED: OSM412014 DISPLAY AS REQUIRED BY LAW _ SEQ# L14080400ODBIS C t �. Mar 30 15 11:32a p.3 CERTIFICATE OF LIABILITY INSURANCE 1/8/ao� 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 13Y THE POLICIES 09-OW- 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 cerliffcate holder Is an ADDMONAL INSURED,the policyties)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and condition of the policy,certain policies may regol a an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endomemBilks. PRDDUCGR ME FrankCrum Insurance Agency, Inc, PIfDNfi (877)517-3416 Cn7)6D8 laze 100 South Mle our-t Avanue INN6 .rCIA8Z=&nk-=nos.aom AFF0RDOIs00VM 4E NAIL0 Clearwater FL 33756 IKSURFRA HOnStOa SPOq&al Iastzraace CC936 IHaunec INSUMs. Joe®ph Ward•Enterprisea Inc. 6 Wa=d Roofing OZ I 24 Old Jupiter Heath Rd. INaU INsu iter FL 33477 INSURER F COVERAGES CERTIFICATE NUfYMSEft REVISION NUM➢IBM THIS IS TO CERTIFY THAT THE POUCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY;PERIOD INDICATED. NOTUIRTHSTANDING 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. EXCLUSIONSAND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAILIS. INSR TYPE OPINSURANC6 im CYN LIMITS GENERAL LIAEALr Y EACH OCCURRENCE S 2,000,000 X COMMERCIAL GENERAL LIABILITY s 50,000 A cLae+s MAS Q OCCUR N1514o 18/2015 8/2016 MED EXP jArsyww S 5,000 PERSONALaADVIMIURY S 1,000,000 GENERALAOGREOATE $ 2,000,000 QENLAGGREGATEUISITAPPUESPER prrODllCrs-COUROPA00, S 2,000,000 X POUCY PRo Ino S AUTOMOBILE LEARLITY m 3w3L9 UAVT a d ANY AUTO BmLY PUURY(Pwpen" S AUTOOVS�AOED AS�?IE�r BODILY RdURT(Peracddoni) S HIRED AUTOS AUTOS WNED P S S UMBRELLA UA8 [O"CU R EACH OCCURRENCE 5 EXCESSLWB CLNIIliYADE AGGREGATE S OED RO S S WORKERSCOINPEN BOA 90P STA a AND 5MPLOYERS•LL4Bnm Y I N ANY PROPRIETURPARTKEMEXECUnvE CFF1cERWm,AsE R EX=132 7 NIA F-L EACH ACCIOE NT S (MII80ddog In NN) WdeF_LDISEASE:-EAEM 5 sat4e usger RIPTION OF OPERATIONS below E.L DISEASE-POLICY UMrr S OE90LLtP370H OF nPERATIONSr OI LOCATI0NS1 vEWCL2S(AfriC1 ACORD 107.AdGelmpr Ruta SF tk rf morespaee k to d} Roofing CotraatrO CERTIFICATE HOLDER CANCELLATION (305)756-85?2 - - - - SHOULD ANY OF SHEABOVEDESCRIeEO voUclES BE CANCELLED BEFORE THE SI(PTRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN I-Lt.ami Shores Building 1)apaxtmernt: ACCORDANCE WITH THE POLICY PROVISO". 10050 NE 2nd Ave Miamf Shores, FL 33238 °UTWftZ RAPJ=EMAV= matt VL WSW pj ASD 25 t Z 1INS-2010 ACOFM CORPORA110M Alt rights reserved. IIrIS02 t;^Y -^� Tf-m If-UIRIM l'arra ArLd tel n A¢LMRI7 Mar 30 1.5 11:32a p.2 .alxaF CERTIFICATE OF LIABILITY INSURANCE ,>ATEPfWDwYYYIQ =19121514 THIS CERTIFICATE LS ISSUED AS A MATTER.OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CER FICATE HOLDER.THIS CERTIFICATE DOES NOTAFFIRMATIVELY OR[NEGATIVELY AMM,EXTEND OR ALTER THE COVERAGE AFFORDED SY7I1£POUCIES BELOW. THIS CERTIFICATE OF INSURANC&DOES NOT CONS73TUTEA CONTRACT BETWEEN THE ISSUING INSURERIS),AUMDR2ED REPRESENTAME OR PRODUCER,AND THE CERTIFICATE HOLDER. I"PORTANT:if tlTO oeJtMosto holder is an ADDnMNAL INSURED,the policy ties)must be endorsed fESUSROGATION lS WAIVED,subl"to the terms and conditions of the policy,certain poiletes may ragmfean end omementA stdorasaton this Cerllfieate does not confer Aphtsto the certificate bolder In neu of such endorsemerllts). PRODUCUR P ON N Efi• 140OM--1620 IAM 1FAxom.Npi gzn7w4rju FrankCrllm Insurance Agency,Inc. F IYtne a0Ix2ESS: 100 South M19200 AVentre, IMURE AIV OPMUD COV@RAR6 NA= C alwater FL 33758 INSUIERA: Frank Winston Cfum Insurance Ce. 11600 INSURED _MUFER Et INSURER CC FRANKCRUM tJCx JOSEPH 111A4RD ENTFgpRISES,Vic. INSURER D: 100 SOUTH MISSOURI AVENUE INSURER E CLEARWATER FL 33756 INSURER F . COVERAGas CLRTIFICATENU918PR 293015 RMSIONNUMBEIt TfiL519 TO CPATIFYTHATTRIFFOUCreS OP INt>1UtANCL'UOM 6SUDW HAVE BGF_N ISSUED TOMM INSURED NANZABOLEPOR WE POU6Y rW0D KD(CA7ED. NOTMTWSTANLOG ANy REQUMERMW IMM DRCW=DNDFANYCONTRACTOROTHERDoMmB17WITHnmwECTTDwHw"TMCE12iRCATEMAYHEMSMCRMAY PER10URWI!IMMMINMAPFORDPABY WB PDU S DESM9130 Ht3MUM SUBJECMDALLWETMW%EXCIA=NS AND CONDRIONS OFSEM POLWAMLa=St10YSIN ` MAY HAVESEER REDUCED BY PAID MMUS, ISK �• 7Y►BOPIIL90RABCCe t M Sum POUCYMUMER PDUGYi3F rmxvmIP USS OVIRMIM ure Ll�LYAenYYCI 1601OIInyf" o es s cDuuarrJALavrERAt t1ASIutY oAMAGaro RE3tJlID s 4LAar±iWDE =OCCUR 1�E7<P pM'onymn4 a PERSCMAL&JUnNAW L G2NE>RAALAcanZATB a 6eNLAo¢RSDA'IEYlaiTAFP1168 PBix PRt1000Se00IPIOPA00 S POLOY Pitomer LOO A1rrO,V De1LEUABi1ff Y i. CgLBH$1SgJrAIyIOOr S ANYAUIO Agooxveo AM$ aWCYouuRY s NONAPW® HDDLY04AMY —0.19 S HFREDAUl09 . P DAA4di9 atJros a a UIBRELLA LfA9 OFCUR OICf=UA9 CIARISAULDE DQD I 16MIOMMS � a 5 A WORMSC 5T1OT,W IPLOVE ^LIASLU mYrpOpALJxpAmTQ:Re;eG{nrytYM 3TAlIrGORY E 0cltceR89WM wLUDEM Q NIA hcan / e r.7.CQiCID1tCiQ{T C36CRMON OPOPEER]il<OH8 ado., DPSCRP'nDNOFOPBUTIDNS1LDCADONSJVEHICLES(AtfachACORDIW AddlBoeaiRemark®,Scledsas�UnmespeeeBraglimd) EFFECTNE 01106/2010,COVERAGE IS FOR 100%OF THE EMPLOYEES OF FRANKCRUM LEASED TO JOSEPH VVARO ENTERPRISES,INC.DEIA WARD ROOFING OF FLORIDA{CLIENT]FOR WHOM THE CLIENT IS REPORTING HOURSTO FRANKCRUM.COVERAGE IS NOT EXTENDED TO STATUTORY EMPLOYEES. CERTIPICATEHO4ZKNCEL TION SHDULD ANY OF THE ABOM DESCRIBED POLICIES BE C.A' NC8AZD BM:CRETHE MIAMI SHORES EVIMTIONDATE mi5E eOF,NanmwLLaEDE3NEFEOwAcoamANMmmTHE POLICY PROVISIONS BUILDING DEPARTMENT 10050 NE 2ND AVE AUMOMM REP .vE MIAMI SHORES,FL 33238 ' ADC �)X988.20f0ACOMCORMORA170M.AllIftroseroed. ;., �- T`•*A��:.a.^t t��i�;.c s_-s tss'st:td.�a,•ta e'Ax�O O ♦`'�� ?i Miami Shores Village sell mug Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tei: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# 711- DATE: INSPECTION AFFIDAVIT I � rCl licensed as a(n)Contractor/Engineer/Architect, (Print nam and arde t.mense Type) FS 468 Building Inspector License#: l C� l On or about , I did personally inspect the roof deck nailing and (Dabs&time) Secondarywater barrier work at I V G J Q sf!3 O (Complete Job Site Address) 0 Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual(Bas on 553.844 F.S) Sig tore ria'�r rie`'k r04riU;jil�;:;#FI"UO�i;:3? State of Florida County of Dade: Baujcd Th u Notary Fubi c Underxriters 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 day ofCr� Notary Public,Sate of Florida at Large 'General,Bulldog,Residential,or Roofing Contractors or any individual certified rarder468 F.S.to make such an inspection.Include photographs of each plane of the roof with permit#and address#clearly shown marked on the deck for each inspection Revised on 5/2112009 F �1 �14 Ks Miami Shores Village .., Per,"' q 10050 N.E.2nd Avenue NE IArCta �atrort Miami Shores,FL 33138-0000 Porra t StatusP. a�tN— "41 Phone: (305)795-2204 �tonlo� 2011 Expiration. 09/29/2015 Project Address Parcel Number Applicant 921 NE 99 Street � 1132060340240 KARIN LARA Miami Shores, FL Block: Lot: Owner Information Address Phone Cell KARIN LARA 921 NE 99 ST MIAMI SHORES FL 33138-2568 Contractor(s) Phone Cell Phone Valuation: $ 35,525.00 JOSEPH WARD ENTERPRISES, INC. (305)233-6316 Total Sq Feet: 3565 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF TILE AND LOW SLOPE. Inspection Type: Classification: Residential Up Lift Report Scanning:3 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-3-15-54983 CCF $21.60 03/30/2015 Check#:3713 $50.00 $851.36 DBPR Fee $4.88 DCA Fee $4.88 04/02/2015 Check#:3727 $851.36 $0.00 Education Surcharge $7.20 Bond#:2658 Permit Fee-New Roof $325.00 Scanning Fee $9.00 Technology Fee $28.80 Total: $901.36 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 fore g information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning tithermore, I authoriz �the�abamed contractor to do the work stated. (� > April 02, 2015 Authorized Si at e: er / A Iii / ontractor / Agent Date Building Depart op April 02, 2015 1 Section A/B 1 MIAWDIA W Miami-Dade County HVHZ Electronic Roof Permit Form "De iverin `ei c e:t-o i's'' i J D.-" Section A(General!Information) RECEINTT`" ` Master Permit No: Process No: MAR 3 2015 I Contractor's Name: E tin(`_, LBY:- Job Address: 19JI N ,�/ Roof Category L� Low Slope ElMechanically Fastened Tile Mortar/Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Sprayed Polyurethane Foam ❑ Other. Roof Type ❑ New Roof U Re-Roofin9 El Recovering ❑ Repair ElMaintenance Are there Gas Vent Stacks located on the roof? ❑Yes ►LI' No if yes,what type? ❑ Natural ❑ LPGX Roof System Information Low slope roof area(ft.2) Steep Sloped area(ft.2) ,-) Total(ft.2)13S&5 Section B(Roof Plan) I Sketch Roof Plan: Illustrate all levels and sections, roof drains,scuppers,overflow scuppers and overflow drains. Include dimensions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width(a'):= Corner Size(a'x a'): 35 \12 s 17 C 0 Y 30 (pFp' 11 1 i r 1 ` 47 Is ?7 __------, it ' `2N' e �l ll E i� 16 18 10 w _ 16 Tile Roof System MIAMF MM M .. ` Miami-Dade County HVHZ Electronic Roof Permit Form E.xeeller ce Every Day"" Section D Tile Roof System Roof System Manufacturer: Eagle Roofing Products, LLC Notice of Acceptance Number(NOA): 12-0430.04 Minimum Design Wind Pressures,If Applicable(from RAS 127 or Calculations): P 1: -39.1 P 2: -68.1 P 3: -100.7 Maximum Design Wind Pressures,(From the NOA Specific system): 40.4 psf t=i/t fn th( Specific r(;of assembly bly cornponents.If a romponent iri flof required: insert`reor applicable lrxi3 in Etre text box. Deck Type: —5/8" Plywood— Optional Insulation: N/A Optional Nailable Substrate: N/A Optional Nailable Substrate Attachment: Roof Slope:� "/12" N/A Roof Mean Height: 12 ft. Basesheet Type: Method of Tile Attachment: ASTM D226 30#Felt —Adhesive, Medium Paddy Polyfoam Polypro— Fastener Type for Basesheet Attachment: Alternate Method of Tile Attachment per NOA: 1-1/4" RS Nails 2-10d Ring Shank Nails Tile Underiayment(Cap Sheet)Type: Drip Edge Size&Gauge: 1--3"face 24 ga.—� Eagle Seal Tile Underlayment Attachment Method: Drip Edge Material Type: —Galvinized Metal— Self Adhering Drip Edge Fastener Type: 1-1/4 RS Nails Tile Profile: Eagle Bel Air Concrete Tile Hook Strip/Cleat gauge or weight: —n/a- Section E MIAMMADE RZ M111 Miami-Dade County HVHZ Electronic Roof Permit Form "Deli erhi Exc llet-ice Every Day" Section E(Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile 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 file attachment method is acceptable. P 1: -39.1 X A 0.278 = 10.9 -Mg: 7.59 =Mr1: 3.3 :5 40.4 NOA Mf P 2: X A 0.278 = 18.9 -Mg: 7.59 =Mr2: 11.3 s 40.4 NOA Mf P 3: -100.7 X A 0.278 = 28.0 -Mg: 7.59 =Mr3: 20.4 5 40.4 NOA Mf Method 3"Uplift Based Tile Calculations Per RAS 127" For Uplift based tie 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:® x1:®=®xyy_®=®-W:®=® xCos a Fr1:®s®NOA F P2: x 1: x w= = _W. = x cos& Fr2: s NOA F' P3: x1:®=®xw: =�_W: =� xCos&F7=Fr3: s NOAF Where to Obtain Information to complete file calculations Description Symbol Where to Find Design Pressure P1 or P2 or P3 Table 1 RAS 127,or by an engineer analysis prepared,signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope l g Job Site Aerodynamic Multiplier a Product Approval(NOA) Restoring Moment due to Gravity Mg Product Approval(NOA) Attachment Resistance Mf Product Approval(NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F Product Approval(NOA) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval(NOA) =length Tile Dimensions I =width Product Approval(NOA) Section C rsar�r orA►oe Miami-Dade County HVHZ Electronic Roof Permit Form Section C Page(Low Slope Roof Systems) "LJa.iterirrr; F.-.xcet}eatcc: Ft cryt7st" Fill in the specific roof assembly components.If a component is not required,insert not applicable In/a)in the text box. ROOF SYSTEM MANUFACTURER: I GAF MATERIALS Top Ply: Approval 13-1022.15 GAF CAPSHEET Product App (NOA): System Type: SBS Top Ply Fastening/Bonding Material: Wind Uplift Pressures,From RAS 128 or Sealed Calculations: I HOT ASPHALT (P1) Field: -49.2 psf Surfacing:I N/A SINGLE PLY MEMBRANE: (P2) Perimeters: -82.6 psf Single Ply Manufacturer/Type: (P3)Comers: -124.3 psf WA Maximum Design Pressure From NOA: -52.5 psf Single Pty Sheet Width: N/A "1/2 Sheet Width: Roof Slope: 1 /4 ":12 Roof Mean Height 12 ft. No.of Single Ply 1/2 sheets: N/A Parapet Walls: 0 No 0 Yes Parapet wall Height: N/A ft. Single Pty Membrane Fastening/Bonding Material: N/A Tye: - 77777 Deck T pe: —5/8"PI Yw�— 0 FASTENER SPACING FOR BASESHEET ATTACHMENT Support Spacing: N/A "olc ❑SINGLE PLY MEMBRANE ATTACHMENT Altemate Deck Type: N/A 1.Field:F97"o/c @ Laps&27 rows a"o/c Existing Roof FLAT 2.Perimeter:El_o/c @ Laps&El rows F7"o/c Fire Barrier: N/A 3.Corner.El-ole @ Laps&a rows F;7"o/c Vapor Barrier. NUMBER OF FASTENERS PER INSULATION BOARD: N/A 1. Field: N/A 2. Perimeter: N/A 3. Comer. N/A Anchor Sheet: Insulation Fastener Type: N/A N/A Anchor Sheet Fastener/Bonding Material: N/A WOOD NAILER TYPE AND SIZE: N/A Insulation Base Layer Size&Thickness: __- -_ N/A Wood Nailer Fastener Type and Spacing: Insulation Base Layer Fastener/Bonding Material: N/A N/A EDGE&COPING METAL SIZES: Insulation Top Layer Size&Thickness: Edge Metal Material:I—EDGE METAL N/A— N/A Edge Size: —3"face 26 ga. - Insulation Top Layer Fastener/Bonding Material: Hook Strip Size:I—METAL EDGE HOOK STRIP N/A— N/A Edge Metal Attachment: Base Sheet(s)&No.of Ply(s): 1 -1/4"RS NAILS 75#BASESHEET Base Sheet Fastener/Bonding Material: Coping Material:I—PARAPET COPING METAL N/A- 1 -1 /4"RS NAILS W. 1 -5/8"TINCAPS Coping Size: I--COPING METAL SIZE N/A— Ply Sheet(s)&No.of Ply —COPING METAL HOOK STRIP N/A- 2/EA PLY IV Hook Strip Size: Parapet Coping Metal Attachment: Ply Sheet Fastener/Bonding Material: N/A HOT ASPHALT ROD! chi-Dade countyTt•-'��'Electronic Roc€e'er-ra- r,,Drm POO--RPOr€enis NOW artd Dota&as Applicable: Vtroo blaclang, Gomer, Edge Te €na o slS phgl9ac -1g, Conjin;��;s vsaa., i ii, le ase Rashing. Counterflashing, Coping, Etc_ 1ndi me: k4ean goof Height! Parapet Height Height of Base r9ashing!Cornponerg MaWMW, aterIA-t Thickness, Fastener Type, Fastener Sp f)r: Submft ManufaCtuvers Details that Comply v RAS-1 11 and Chapier I5 HVH7, .cBC. � �.�GSR.=•s =-�'�=..-F j 1 Mean PAOf 31> e F)7-le T', t ate' APPENDIX"F" REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix"F",it is the responsibility of the roofing contractor to provide the owner with the required roofing permit,to permit the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code(SFBC)govern all 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 initials in the adjacent box indicate that the item has been explained. f Aesthetics-Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roofing system meets with resistance and water intrusion performance standards. Aesthetics(appearance)issues 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. Re-nailing Wood Decks: When replacing roofing the existing wood roof deck may have to be re- nailed in accordance with the current provisions of Chapter 29 of the SFBC.(The roof deck is usually concealed prior to removing the existing roof system). Common Roofs: Common roofs are those,which have no visible delineation between neighboring units(i.e.townhouses,condominiums,etc.). In buildings with common roofs,the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. Exposed ceilings: Exposed,open beam ceilings are where the underside of the roof decking can be viewed bellow. The owner may wish to maintain the architectural appearance;therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. i Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond(accumulate)in low-lying areas of the roof. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. i Overflow Scuppers(wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly(the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. The owner may contact the Miami-Dade County Consumer Services Department for further information regarding the above. Owner's/Agent signature Dat4 63nfracf&signature Date - r.,' NMABI&DADSCOUNiY PRODUCT COQ 11805 SW 26 Sftv4 Ro0m 208 DEPARINMTOFFXGU ATOKVAND XCONODOC RESOURM QMQ NNW,F1 33175-2474 nalw BOARD AND COM SON (786)315-25"F(786)31525-W NOTICE OF GAF 1361 Alpe Road Wayne,NJ 07470 SCO This NOA is being issued undw ft applicable ruses and r governmg the use of oonsdructmm mils.The docamn, -i t' a submitted has been reviewed and accepted by N md4)ade CounL9 RER- PmdoCt Colrtrol Seadon to be used ins Rdiai d Dade Cody and other ares whore allowed by the Auth wity Having Jurisdiction(AHJ). This NOA shall not be valid of r the'eapiratio n date stated below.The Warm Couuly Product Control Section(In Miami Dade County)and/or the AHJ(m areas Other than Miami Dade CWW) reserve the right to have this praduct or material tested for Quality assurance PUIPOSSL If this pmduct or material fails to perform in the accepted manner,the manuftturerwill incur the expense of such ging and the AHJ may immediately revoke,modify,or the use of such product or material witl►in their jurisdiction. RERrwm vas the right to revoke this a if it is det mined by Mtami4?ade County Product Control Section that this produO or material fails to meet the requirements of Ole WlicaMle building code. This product is approved as described harem,and has been designed to comply with the Fkmida Building Code includingof Florida DFSCB1tPMN:GAF Couvest end Belt-Up Roof Systems hr,Wood Decks. �e or city,starve and following statimtmt:-W aun,4Dade County Product Control Approved",unless oftrwise=*xl herein. RZaWAL of tilos NOA"be considered after a renewal applicaflon has been flied=dtbte has been no change m the applicable building code neVvely dkft the puftmence of this proluct- TTATiON ofthis NOA will occur after the expiration data or if there has been a revision or chWV in the materials,use,and/or of the product o r process-Anse of this NOA as an endows cf ffiy product;for sales,advertiamg or my other purposas shaU gagomaucany tmmftat3e this NOA.Failure to comply with any section ofthisldOA sball be Cause for tegmktadon and removal ofNOA. ADVZRTMMWZr4V.The NOA nuniber precedIed,by*e words Mum>i-Dade Cly,Florida,and followed by the expirafim date may be&*Jaye in Kbmrdft UWaVare. If any portion ofthe NOA is displayed,Hien it shall be dome in its entireLy. RTSPRCZZON:A copy of this entire NOA shall W Provided to the user by the Mam&CUM Grits Md shall be avainable for hapecdon.at the job site at the request afthe Bm'idmg Official. This NOA renews and revises NOA No.13-042409 and consists of pages 1 through 16. The subnnitted dowmen1, n Was reviewedby Jorge L.Acebo. NOA No:0-10=0 D 1!/!9!18 i � 4 1sf16 1 1 RODFlNG SYSTZM Afts)m Roofing Su6•Catemr. BBURR�$�( t �� DwkTvm Wood Mavimm I Pry. 75 p a TRADE NABS OF PRODUCTS MANUFACTURED OR LAS W APMJCANT: TABLZ 1 Tem Ptoduet GAFGLA9®#75 Base 3937'(1 meta) ASIU D4601 Type II asphalt and coated gess mat Sheet Wide base sheet. GAFGLA3*#80 Ultima s 3937'(i meter) ASTM D4601 Type II asphalt hWmpmd and coatt4 fiberglass Base Sheet Wide bay shwt. GAFGLAe FlesPF b 3937'(1 meter) ASTM M178 Type VI asphalt iMPNWded glass felt with 8sphalt Wide GAFGLAS'ie Ply 4 3937'(1 mom) ASTM D2179 Type IV asphaltkVMV30ed glass fah with asphalt Wide Main& GAFGLAe blinaal 3937"(1 meter) ASTM D3909 Aspb&coded,gbw fibermat cap sheet surfaced Surfaced Cap Sheet Wide with mineral granules. GAFGLAS®EnerWW 3937'(i mew) ASTM D39M Aspbalt coated,glass fiber mat csp sheet stnfid BUR wMend Su ac a wide with mineral gramules with faxbor)r applied Cap Shy EneigyC.otie GAFGLAS®Straumme 3937"(1 aalw) ASTMD4897 FaWgIM base sbeet coated on both sides with Eliminator Peifioaatad Wide asphalt.Surfi�on the botbom side with mineral Venting Base Sheet granules embedded in etc Derating with factory GAFGLASO Suatavete 3937'(I metw) ASTMD4897 Anadabl%2091ass base sheet tMFfePWAd and Elimina wmNallable Wide coated on both sides with asphdL Surficed on the Venting Base Sheet bomorn side with mmend gtmmles embedded in asphaltic ding. Ruberole SBS Heat 3937'(1 metes) ASTM D6164 Non-Woven Polyester mat coated with polymer- Welcr Smooth Wide tmodified aR taitand smooth . RubetDje SBS Hear 3937"(1 meW) ASTM D6164 Ntm•WvVCn Polyester mat coerced with polymer WeIC 25 Wide _ modified asphalt and sm*wed. Rubaaie 20 3937'(1 mcW) ASTM D6163 SBS modified asphalt base sheet reinforce with a Wide glass fiber mat. Rubero4d®mop Smw* 3937'(1 meter) ASTM D6164 Norrwaven pow and coated with polymer wide modified asphalt and smooth sem. NOANw 13-items L Data II/®4/18 App+ewA Dabs IL W14 1te2d16 TRADE NAMCS OF PRODUCTS MANUFACTURIM ORLAB1KLMD BY APPIACANT: TABLE 1 Test Prod Finita`Fue Barrier 5, 55 gallons hWieta y Low VOC,water based fire barrier coamn& coaftg yawmm ®Fn+e 350 sq.L roll ASTM D226 Non-Aaphw*Fibereamamd undedaymalt Resistant Roof Deck Protection Topcoat Surnme Seal 5 ganons ASTMD6M Solvent based spmyable dmmoptastio rubber SB sealantdesignedto pratesandremm aged roof sur&m and io increase a roofs re vitt'_ APPROVED INSULATIONS: TAKE 2 ProdSact ATaate Product Dencrio" (o6itu CmnyM NOAI EwwGume Poly-iso 109"On Poiyisocyanurst a foam instdation GAF EhwaGumC RA Pobim lasnlation POlyisocyamuabe foam insulafion GAF Enid"`RN Polpiso man PoWmeyamate,fomn.hodadian GAF EnmWGuwC Palite RoofInsulation Paifte m baud. GAF En&MOjwe Pu to Rcoova Board Pm to recover board GAF EnwaGuae gA Co Wft Polyiso Polyisocymumw foam insolation with high GAF Insulation density find or Pennsalibe pei to insulation Se=weQypgmmabcrRWBoavd Gygsuoa wof board United States Gypsum Corp• Snv ®I Dwwty Fl-bw B=d Wqb duty fibw bowd Bine Ridge F` %boa 4 h= DensDede Roof Bard Qqm m board Georgia-Pacific Gypsum LLC NOAl�a:13-i�ZiS E Data 1184!18 AppwdDaft 1LU14 Pas3 OF16 AMMOVZD FASTNNEM TAMR 3 FAStIMW Product Product tWiSs CunydNOAI 1. Ih*U-Tec#12 Fastener insulation faster for steel, various GAF vvood&concrete&ckL I DriM W Fastens' man fastener far steel, various CAF wood&coom-ete decks. 3. Dn'1-Tec XM Fastew Cs&on steel a=Nvq duty Various CxAF used Inacaldecks. 4. Dn11-Te 7 ASAP 3S DrM-Tec#12 Faster with Various GAF Dd'1-Tec 3"Standard Steel Plate S. Drill-Tee 3-Sted Plate Rost galvahune sass plate 3"round GAF used with Dr*H-Tec fasteners. 6. Drill Tec 3"Standard Steel Round galvalwne phod steel 3"round GAF Plate stress plate with reinforced n'bs for use with DrM-Tec fasteners. 7. Drgl-Tec A,cWTiac®Flat AZ-SS aluminized steel plate 3"upm GAF Plate for use with Drill-Tec#12 Fastener,Dn'll-Tec#14 Fastener and Dd'llTec#l5 Fastener. 8. Dn1&Tec AcadTrac® GnWahune Steel plate for use 3"square GAF RecessedPlate with Dn'll-Tec fasters. NOA Na--73ZM"S EM&AUOR Datw 11MaB Approval Dafar 111 /14 Pap4dM LVMEIITCE SIISmrrmr. Tom_ TAM Ids peurbwm Factory Munro!R Corp. J.L 2B8A4.AM 4470 07/02/97 J1.3B9Q1.AM 4470 01108/98 J..ODOA8.AM 4470 07/09/99 J L ODIAB.AM 4470 07/29/94 JZ OY9Q5.AM 4470 04/01/98 3029832 4470 05/11/07 UL LLC 81306 UL 790 07/22!13 PRI Cion Materials OAF-012 O -02 ASTM D4977 11/06/01 Tecbndkg*s,LLC GAT-020.02-01 ASTM D4977 02/01/02 GAF-082-02-01 ASTM D6083 05/07/06 GAF-084-02-01 ASTM D6083 OSM/06 GAF 270-02-02 ASTM D226 11/15/10 GAF 2764"lRev ASTMD6083 M6110 GAF 276-02-02 ASTM D226 11/15/10 GAF-306-02-01 ASTME96 07/07/11 GAF-314-M-01 ASTM M179 08/23/11 GAF315-02-01 ASTM D2178 08/23111 X369-02-01 ASTM C1289 10/22112 GAF-417-02-01 ASTM C1289 05!Z8/13 GAF464-02-01 ASTM C1289 10/22/12 GAF-499 02-01 -ASTM D6083 03/12114 GAF-500-02-01 ASTM D6083 03/12/14 IRT of S.FL 02-005 TAS 114 01/18/02 02-014 TAS 114 0322102 Trinity ERD 630250 02.103-R1 ASTMD3909 11/26/12 G3136Q 03.10 ASTM D6164 03/31/10 033470.01.11 ASTM D6164 11/16/11 034140.04.112 ASTM D6163 04125113 G34140.0411-4 ASTM D6401 04/25/11 034140.04.11-5 ASTM D4897 04/25/11 034140 04 1 1-5-RI ASTM D4997 10/18/13 G40630.01.14-2A-1 ASTMD6164 0I/07/14 043610.01.14 ASTMD3909 0122/14 (16950.08.07-1 ASTMD3909 08/13/07 030250.02.10-3-1 ASTMD3909 IU26112 NOA No-*I3-1022AS It 11 Deft 1]!®4/18 Approval Daft 11/116/14 pbpsdl6 Mambraw Types BUR DeekType 1: Wood,Nam Deck Dnu*don= 19/32"or gleatat or wood plank decks S7shm Type E: Bax sheet m liy fastened. AN Gmerai and system Limdff&m tdlag a" Ifine Barrier: FkaOu r Fm' Basler Coating,Vwm5blelefint Rmistaut Roof Do&Pratmdon or N "'Q9Psum P%w RoofBoard Base siemt: GAFGLASv#80 Ultinii-Bax Sheer S ftveme Eliminator'"Nailable Veating Base Sheet;Rubmvie 20,Rubmuie SBS Heat-Weir Smooth or Rubercide SBS Red-Weld" 25 base shemt mechanically fastened to deck as descnlied below; Festeaigg Opthm GAFGLAe Ply 4,CrAFGLAS®F1exPly'k GAFGLAS®#75 Base Munt or any of above base sleretssftdwdtO deck with approved a mmd ring shank nails and tin caps at a fes'spacing of 9"oc.at the lap staggered and in two rows 12"oc.in the field. (Harem Dessau Prime-45psf See CwxmW LhuffiWon#7) GAF(LAe MY 4,GAFOLAS®FIezPe 6,GAFGLASP#75 Base Skeet or any of above base sheets sthIched Zn deck with Dri&Tec #12 Fastener or Dr&Tec#14 and Drill- Tec 3"Steel Plate,Dxill-Tec AccuTine Not Plate(w Drill-Tei-AccuTme Recessed Plate 12"oc.in 3 rows. One row is in the 2"side lap. The other rows are equally spaced apply 12"O.C.in the field ofthe sheet. GOMM 7GAFS®Flea:Ply"`6>,GAFGLAS®#75 Base S or any of above base slue attached th approved ring shank nods and tin caps at a fastener spacing of9"o a.ap stagged and in two rows 9°oc.in the field. See GewalLbmVadon#7) attachT to deck with.approved 1�/."mmuhar ring shank nails and inverted P steel plate at a festmer spicing of 90 oc.at they'lap and is two rotors sbgpred with ager spacing of 9"oc.in the centeroftie:membrane. (MA dm Premum--6#p f..See General L bn&tba#7) GAFGLAS®#75 Base Sliest or airy of above base sleeps dtachW to deck with Dn*U-Tec #12 Fastener or Dr l Tec #I4 Fasumw and DM Tec 3"Steel plate,Drfil-Tec AccuTraco Flat Plate or Dn*ll-Tec Acw7kae Remmd Plate 22"o o in 4 mvm One row is in the T side lap. The other rows are equally spaced awl 9"ox.inthe field of the sheep. (Madmm1 —MAf See Gmendip#) Amy ofabove Base sheets machedto deck approved ring shok nm-b and 3" invested Dr&Tec insubdon,Pides at a fisfener spacing of 9"ac.at the 4"lap stagMed in two rows 9"in the field. Pie—MP9 See GmemrLhwftAdm#V MOAN"13-10njS Da1n 11011iS App evalData 111 /14 ftw 14of16 FASIVEM90PUGM GAFt1LASa#MI5 Ban Shot or any of above base sheets attached to deck with Dn71-Tec (Continued) #12 Fastener or DrilPTec#14 Fwtenw and Drill-Tec r Sleet Pbft Drill-Tec Ac=Traca Flat Plate orDn7I-Tec AccaTree R Plate S'o a in 4 rows.One row is in the 29 side lag. The other rows are equally spaced approximeady 9'o_c.in lbs field of the sheet. (M wdwnm Desire Premw 75 pf.See Cxmffaf LftdWex#7j M y Shese One or mw+e plies CfGAFMA9*PIy4orGAFMASP#80 UhIma.Base Std a&ered in a M nwpping of approved asphalt applied vdd&do TVT range and at arate of 20.40 Roisq. Cap Sheet: (Optional) One ply of GAFGLASP Mineral Swfted Cap Sheet or GAFGrLAS® SWWW BUR Mineral Cap ShM aMeM m a fall mopping of approved agAialt applied withm the EVT nnW and at a retie of 20-40%sJsq. S Optioanl on granular surfaced membranes requred for smooth membranes.Choses components want be applied according to masa rer's application AN coatings mut be listed wa current NOA. I. Gmvel or slag applied at 400 lbs.lsq.and 300 lbsJsq.iespecdvely in a flood coat ofWoved=ph&at 601bsJsq. 2. Topcoae Surface Seal SB applied at lto 15 SdJsq. Masimam Design Pressen e: See Fastening Options NOA M:123-1912.15 Ziphiflas Date: IMM18 Awad Daft 1 A4 Page iS of 16 WOOD DMX S LIl1d1TATIONS: 1 A slip sheet is required with CAFOLA9*Ply 4 and.GAFGLASa Flex Pe 6 when used as a Mechanically fastened base or ander sheet I hfinimum%"DensDedkm RoofBoard or'r Type X gypsum board is suable to be installed ditty over the wood LIMIT ratings ofti>&s cn is ct. Part of this�reixr to a cutra t Approved R+oofmg hbje ahs Dire�ry for fie 2 Insalatioa a8r be installed in mnhtiple layers. The fret layer shall be aunched in conplisnce with Product Control Approval galdeffnes. All otter layers shall be adhered m a fall mopping of approved asphalt applied within the EW MW and 3. at a raft of2O 401bsJsg,or mechanically d sang the fig pofthe lop IWer PWA sizes are accaplable for mechanical aftchmait When applied in approved asphalt;panel size shall be V x 4'maxim nm. 4. An overlay and/or recovery board insulation,paud is required on all applications over closed cell foam msnlatlons when the base sheet is My mopped.Ifno recovery board is used the base sty shell be applied using spot rnopPingwith approved asphak 12"ftmetercirrdes,24°Ox,orstnp mopped r ribbons inthree rows,one at each sidelap and one dawnthe center ofthe sheet allowing a cows area ofventilatiom Encircling ofthe strips is not acx;eptabl&A 6"break shall be placed every 17 in each ribbon to allow cross venation. Asphalt application of either system shall be at a minimamn rate of 121ba./s% Note: Spot attseW systems SWM be limited-to,a mak ens des%a parof.a PSE . 5. Fastener spacing for insulation aftchment is based on a Mmimam Characteristic:Force(F5 value of 275 lb£,as tested in oampliance with Testing Application Standard TAS 105 Fthe hstmw value as field4ested,are below 275 M insulation attachment shad not be moble. 6. Fastecer spacing for mechanical attachment of anchor sheet or membrane attachment is based an a utnn fastener resistance value in conjunction with the mean design value listed within a specific system. Should the fitstener resistmw be less then that reequhi4 as did by the Building Officiate,a revised fasbeuff spacing, pmparted,signed and sealed by a Florida Re&ftred Wa emonste Engineer,Registered ArdthoCt,or Rq&Mrcd Roof Consulter may be submthed. Said revised fastener spacing shall utdiae the withdrawal resistance value tabor fiom Testing Application Standards TAS 105 and calculations m compliance with Roafitig Application Standard RAS 117. 7_ Perimeter and comer areas"comply with the enhanced uplift pressure requbaments of'thege.areas. Fashmw densities shall be Wreased for both imsulatim and lase sheet as calculated in glance vd&Roofing Application Standard RAS 117.Celadeflow prepared,signed and sealed by a FWda registered Professional Engineer, Reg>Stwed Architect,or Registered Roof Conwhant(QVC this Hwhation is specifiedly refenvil within this NOA,GGMUI 1.ituaiIStioutt 49 WIN not be applicable,) S. ASI attachment and sizing OfPedmehw rain M metal profile,and/or flashingtermination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load rents. 9• Tbc DIUdMM desi900i PIIWM limitation listed shall be applicable to all roof pressure zonas(i e.field, perimeters,and corners).Neither national acelysis,or extrapolation shall be permitted far enhanced fastening at iced pressure zones(Le.perimeteM ended comers and coraets)L(Wbea this Hudwim is speeiffCally referred widda this NOA,Genova Um udlen#i7 wM not be appHesble,) 14 All products listed hwim tdell ham a quality sasMMM audit in accords urce with the Florida Building Code and Rule 6103 ofthe Florida Administrative Code, END OF THIS ACCEPTANCE NOANax 13.1022.15 ZMdratim Data 1Lwns Apprffjd Dat 11/l6J14 Page 16 of 16 87fARUP-iT iff OIUeW N—B -and N—ff— ' f ,' t • 91f1146pY3 aanewiwwx SpecifcafforsGeneral APPUCaWfl 111CORMIKA21ions delailed on paW 1 i SPP the following recommerWai�ns and speatications he n ad fii,cre to Appficaft-ef Reelleg MMbrAM one*ofpaper t�itete appficabw iv Mn over mg SheeL No siftm 0y to hold inZ z' i farting at the tow pant of the roof Pte. �Y one PW of 6AFGLAS Base 3heeL WPPing each Sheet 2 rocas at edges and not less than 6 mites at nil APs. - Nall along lap of lyase ply at tttterrehs not to exceed 9 axis an6slaggetija 'r down center of sheet in two rows with nab spaced at t6 inch hxervahs in each row. Use faStet M With flftrdl metal Iaads at least 190 in dWn tet or Minim drat are recommended by GAF Mawnals Corpora bwt or ate ftai sas+w ss manulwturer.(See%penal h,strurdioW below_1 f r sun 3.Starting atthe low point of the root,mop two pros eN GAFGLAS ply shingle { fashion;lappn,p each sheet 19 Incites over the wecedop eumt soidly moppirrp to the underlying tie Succoth provide Utree Prw am the erose tool area Asphalt Requirements inter*mappings Of Rooting Asphalt must be WW nt a comotuous film and shall Consist of aPproer 25 PMMft per 100s selteare feet of roof area with a tohetatxa not to exceed 20%plus or taints. The appropriate asphalt for ft - mom,Sam, �eeS Zones slopes involved must be used i Mailabk decks up to 6 fttet>es putodslope,exceptfor lighbvVitkisiftbg kx Argltratt i e =Oft decks which are limited Ina mandmt m slope of 1"perfoot Wood, Phwood,Poumd gypsum. cast gypsum pl nk%other a ble net - t 1 111 decks-For Do insng �a p 9 [T AS�1R-1 IV ulati On slopes UP Wh inch per•foot.flat ASTM Tie H n,a:hr.„sed eucepn is Florida.Texas.New Me*o.Arizona.and talitornrr SurfaLPY AP*GAFGtAS Aral Surleced Cap Slwxf via itie vp>sefi,n kIS-UuMnS on Page 20,so that ltie Mp ace otw iron tie kin;ex r1,8 par steels. Special lastmclions ' 1 _ - - - - t 1.See recommendations for use uver tlYVsune:hw. ;; :eY 2.AGt'eplable 6AFGLAS Base Sheets auittde:STRA fAt:'Etvi`intent=:�-�:,;: ! - _ _- -- Mailable Derksreq&W for heft paned TM Vt. Sheet.GAFGtAS°PLY 60.and GAFf,I.AS Pty a ='i.,wfhu:: a App . . -' tiFOod Fiber a'xAa nota.irip�tb'� decks.>!riren CMLAS PIv 4 or tiA g.=L�=� s ts uW a::.PJast: Snail,a Sheathing paper N required. 3.Sea'tiallhig of Base Sheet,'pages 18-is i 4.For ruat slopes of 1 inch per foot or mors,as piv mac pass be rack-rates 4,ace• i e s in frwn the back edge of the felt Sea t on RW R,is:pap u UL Cfasdiieation •B..-`^,,_� UL Chart K.`Y per 1.Substrate C=Combustible aril NoncombusWic Cm»busb'b�=Wood ptanlcs.boards.ale:..oiv�re-i a:. `_»�•:::i>i�u,e,,, u,iented strand board(min.'f,h,crifnda, : K=Nlxtsxxnbtrswe ori r . Noncombu ft=Sted.poured of pre Si Wi:,-.l:k.i:i:-ht.cjz!;p 101wism; insulating concrete,gypsum.strudntai wLW _.Slope L w t MaAmum slope allowed,is ane es a• :�� .:- . 41 =_ Page 3 of 54 i P Shy--One o�Type Q MRAW 4" "orr"Tri-RM#75 Best:Spee. �f —One RAY Type G3 � d*S My#'Or 1�Y fi &'4y�p—ma M&rerd ®l+�Iwa1 S/_.. .r t`an cr,�or..= Ply®Mineral S-f cul Lap Sheet•or � 'GAPGLASQ 6.Dad--C-15/32 7ndm�Z moors—One or more IBM pgft 91M fiber, �P°�.Pbenok i to mtner >nnn(MM a tum of�yftcYan�luate,-urQOeditde,P�Wyl=cyamposite,pedlWunith .e Bage hee OOne ne Gam t�Type GI d'Type G2 or Type G3_"solp Oek9ulnrs). nutabe co pues Vmbemid®Mop samotho Torch S Smootoro"rr ano6erold®Torch Gam'or Torch GmWe Plus°or P Plus Granule°or°ROOMlatch"'SBS G�mluiar^or'T mp Smooth phe or P Granule'or'RuberWde 6raMd'e or°Tri-RVG TP 4G'Or°rri4"TP-4"p� Dual Btomen Membrane'or°ROpgynp m APP Modified BUR Mreral Sturked gnmotha SurFaced 9 rar>erai Cop Sheet.' "GA fin, �P Shtad:"tnily adhered wkh hot 7_Deck C-15/32 Iodine:2 OP �'oor layers P�ibt ►mod flber Or ghm fiber or polyp ocyanurabe or urethane or P SlteeG—7 irm or more s hype a.�cGr0r-recd W—/pdIyI-�Ya� _,_aanposme pts any dam. 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S.Dedk C-15/32 Indirre;s_ last ftu(OPUDIIIaik—One Gramm pryers PWMR or wood fiber a PeraWarettrwa 9h15s fi�a Dolytsotyentsa0e or rum Ply Sha �Type G! or ®pi °rte��owatraa�when any dfidmess. � "GWMASS&9YC3P-BUR Mineral Sw ftW Cap 5l,,W. 4 My 61. 10.Deck-.NC Tndine:1 Insuta�fon(OPEtonaIN—One or more layers 1>adft or wood fibt+i re ar ghm fiber or polybayanteal a Or uretirte or CmWmft Or mood 11 Cap S _Tulp more POWType G1°rpt ASe pyr 1>�/� Poste or pl�gt�2-ln,ma> BUR Mineral Surfaced GaSheet�4-a' AS!pry 6'. 1!.Dry NC Indins:2 Base Sheet—one ply Type Q Y,AFGAW 475 Base Spee{"or Ply One �G,� SO PIr 4 or 07_5 BaTsengS<�NW. ....cayra aP F$tief8i$tAfd Cap 4 Slf "^'.�a+vYY Ply(�'_ 12.Dedc G1S/32 zndi s IneutaGron:—One or nxwe MM perlte or gln liber or Peritbelur Crane corrrppSRe or ptrano 1-in.rnittirrpurr mate or urethane or P�Po1YI5ocVwu ate composks or SheSheft er —Orin or more�Type G3 or n i_.Mye Ply 4�htatm of SO tion plywood Tippe deck AFGLA 111-PW*Z Base Shte a orTyPe G3'GAFGLAS®�1 S<u fe[Ed CP Sheet° *r""Ry 6 or Type G2° 5®X75 i Ruberolde�5 Tarso Smooth° fid®Tei,tom°Or M'meral Surfaced Cel it Or Mop Plus e Mop Smooth 1.5"or"Rubero Mop Smooth Plus° 7brdr Granule Plug' b Grarilb'or"T 'or"ROpFMatdrm 588 M Grautdar' °Tri-Fgy 565 Mom�tomwr Membrane ' 'ulep.°r"W'ber°ide Cap Sheet:— oergyClo Q 7p-46o Or ®BUR or 5_4" 41tub� Dual m• t APP INGlditied A P Sheat'. httri11t1�t�l,ne.ul_�1±lis��/5�'��!t i 0- F i�i�t�ilti�4t7i< ° y MIAMI-DADE COUNT' DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) PROD 80 S ONTR26 trOee�Room]8N BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 CE OA www'.miamidadUov/cera 71575East TFL oducts LLC 703585 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 purposesor material fails to perform in the accepted . If this product 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 city Hurricane Zone of 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 and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA# 11-0321.02 and consists of pages 1 through 10. The submitted documentation was reviewed by Alex Tigers. MIAMI•L)ADE COLN4W NOA No.:12-0430.04 Expiration Date: p 10/0�/16 Approval Date: 08/02/12 Page 1 of 10 ROOFING ASSEMBLY 7Roofing Category: Sub Category: es Material: 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 tions Description Aoncrete Tile L= 17" TAS 112 Flat profile concrete roof tile equipped with two W= 12'/4" nail holes. For adhesive set,direct deck or Thickness='/" battened nail-on applications. Bel Air Double Eagle L= 17" TAS 112 Flat profile concrete roof tile equipped with two Concrete Tile W= 12'/4" nail holes. For adhesive set.direct deck or Thickness='/z" battened nail-on applications. Ponderosa Concrete Tile L= 17" TAS 112 Flat profile concrete roof tile with slate finish W= 12 '/4" equipped with two nail holes. For adhesive set, Thickness=%" direct deck or battened nail-on applications. Ponderosa Double Eagle L= 17" TAS 112 Flat profile concrete roof tile with shake finish Concrete Tile W= 12'/4" equipped with two nail holes. For adhesive set, Thickness=%" direct deck or battened nail-on applications. Golden Eagle Concrete L= 17" TAS 112 Flat profile concrete roof the brushed finish Tile W= 12 '/4" equipped with two nail holes. For adhesive set, Thickness='/2" direct deck or battened nail-on applications. Trim Pieces I=varies TAS 112 Accessory trim,clay roof pieces for use at hips, w=varies rakes,ridges and valley terminations. varying thickness Manufactured for each tile profile. NOA No.:12-0430.04 M AMM ADE COUNTY Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 2 of 10 r i 2.1 EVIDENCE SUBMITTED: Test AQency Test Identifier Test Name/Revort Date PRI Asphalt Technologies ERPF-001-02-01 TAS 112 Aug.2006 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108(Nail-On) Redland Technologies P0402 Withdrawal Resistance Testing of screw vs. Sept. 1993 smooth shank nails Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108(Nail-On) Redland Technologies P09647-01 Wind Tunnel Testing Aug. 1994 TAS 108(Mortar Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) The Center for Applied 25-7094-(2, 5,&8) Static Uplift Testing Oct. 1994 Engineering,Inc. TAS 102 The Center for Applied 25-7183-(5 thru 6) Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 The Center for Applied 25-7214-(1,5,& 8) Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 The Center for Applied 25-7487-2 Static Uplift Testing Dec. 1995 Engineering, Inc. TAS 102 The Center for Applied 25-7496-(1 &4) Static Uplift Testing Dec. 1995 Engineering,Inc. TAS 102 The Center for Applied 25-7804-6 Static Uplift Testing Sep. 1996 Engineering,Inc. TAS 102 Celotex Corporation Testing 520109-1 Static Uplift Testing Dec. 1998 Service 520111-4 TAS 101 Celotex Corporation Testing 520191-1 Static Uplift Testing March 1999 Service TAS 101 Walker Engineering, Inc. Calculations Aerodynamic Multiplier Sep.2006 Walker Engineering,Inc. Calculations Restoring Moments Due to Gravity Sep.2006 rMtArawaaecouwrr NOA No.:12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 3 of 10 r 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 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(lbf) Length-1 (ft) Width-w(ft) Bel Air, Bel Air Double Eagle, 11.4 1.42 1.03 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Table 2: Aerodynamic ft A-Multipliers p (ft) Tile Profile A(ft ) A(ft) Batten Application Direct Deck Application Bel Air, Bel Air Double Eagle, 0.301 0.278 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile MIAMFDADE CNOA No.:12-0430.04 "'• 1Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 4 of 10 Table 3: Restod ents due to Gravity-M9 (ft-lbf) Tile 3":12" 4":12" 5":12" 6":12" Greater than Profile 7":12" Be[Air, Bel Air Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Double Eagle, Deck Deck Deck Deck Deck Ponderosa, 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Golden Eagle, Ponderosa Double Eagle Flat 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 2-10d Ring Shank Nails 30.9 38.1 17.2 Air Double 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 Shank Nail Field Clip) Tile 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip) 2-10d Ring Shank Nails 50.3 65.5 48.3 1. Installation with a 4"tile headlap and fasterners are located a min. of 2'/2"from head of tile. MIAMI•DADE COUNTY NOA No.:12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 5 of 10 Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Bel Air, Bel Air Double Eagle, Adhesive 31.3 Ponderosa, Golden Eagle, Ponderosa Double Ea le Flat Tile 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 Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bel Air, Bel Air Double Eagle, 31VI2-Component Foam Roof Tile Adhesive AH-160 11 Ponderosa, Golden Eagle, 3M 2-Component Foam Roof Tile Adhesive AH-160 40.4 Ponderosa Double Eagle Flat Tile 3 Large paddy placement of 45 rams of Pol ProTm. 4 Medium paddy placement of 24 grams of Pol ProTm. Table 7: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Mortar Set 43.9 Eagle, Ponderosa Double Eagle Flat Tile 5 Tile-Tite Roof Tile Mortar. MAMFDADE CpUNW NOA No.:12-0430.04 "'• Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 6 of 10 41 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". MMMMw,a EA i iL El, 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 REQUIImEMENTS: 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 to properly evaluate the installation of this system. MIAMI•DADE COUNTY NOA No.:12-0430.04 SW® • • i Expiration Date:10/05/16 Approval Date: 08/02/12 Page 7 of 10 t PROFILE DRAWING L w�1 17- 0 01 . �'. r BEL AIR 'r*�z -I� 171 BEL AIR DOUBLE EAGLE MIAMI•DADE COUNTY NOA No.:12-0430.04 Expiration Date:10/05/16 Approval Date: 08/02/12 Page 8 of 10 r •� d L 1 a� TO ell� -1_Y-�,-• PONDEROSA I r� PONDEROSA DOUBLE EAGLE MIAMI-DAdE COUNTY NOA No.:12-0430.04 • . Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 9 of 10 r 'a 1 r� 12%31 GOLDEN EAGLE END OF THIS ACCEPTANCE rawraI-DanE UNWW NOA No.:12-0430.04 Expiration Date: 10/0 /16 Approval Date: 08/02/12 Page 10 of 10 MIAIyIt•UADE MIAMI:DADE COUNTY rsw s . PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Sweet,Room 208 BOARD AND CODE ADMINISTRATION DMSION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE 3M Company 3M Center Building 0220-05-E-06 f St.Paul,MN.55144-1000 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:3M m 2-Component Foam Roof Tile Adhesive AH-160 :�r�;:� ,_tet. _ .-� r�..� =•�_��_.__�,:��`. _ LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement:"Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA_ ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA# 11-0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.:12-0228.18 Expiration Date:05/10/17 t�watu aAoe corn were Approval Date:05/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: :Roofing Sub Category: Roof the adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2-Component Foam Roof Tile Adhesive AR-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 flat,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 Product Description Specifications _----� - __ --- ,MT"'2-Com Hent Foam ; NIA TAS 101 Two component polyurethane foam adhesive' �^Y Po Roof Tile Adhesive AH- 160 FoainDispenser RTF1000 N/A Dispensing Equipment ProPackO 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 moment 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 Test Results Density ASTM D 1622 1.61bs./ft.' 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 LbsJFe 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 @158F., 1000/6 Humidity,2 weeks Closed Cell Content ASTM D 2856 86% NOA No.:12-0228.18 Expiration Date:05/10/17 raara Daae eo� Approval Date:05/10/12 '"'• ' Page 2 of 7 e f 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/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 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 LmrATIoNs: 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTm 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 3N4rm 2-Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their file 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 tile 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 CMtAMtW4DXAaDF �� 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 file assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2-Component Foam Roof Tile Adhesive AR-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 file 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 3MT"'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 RTF1000 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 be set to deliver 0.0175 to 0.15 pounds per file 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 ProPackO 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 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. Table 1:Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Two Paddy Weight per Mn.(grams) paddy Min.(grams) Flat,Low,Hi Profiles #1 35 N/A High Profile 2 Piece Barrel #1 17/side on cap and 34/ N/A Flat,Low,High Profiles #2 24 N/A Flat,Low,Hi Profiles #3 8 NOA No.:12-0228.18 Expiration Date:05/10/17 ECouHnr Approval Date:05/10/12 • Page 4 of 7 LABELING: All 3Mt m 2-Component Foam Roof Tile Adhesive A14-160 containers shall comply with the Standard Conditions listed herein. BUILDING PERNIIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY tw e" phaft m t Paad,,(e ATde) l #=*Pie oamenl t pleocadtTdo) I - Aft- 101 n -___ $=r _ — 10 2 • Fasda Fasda O* =me*. .�•�w 6redeace if..wLURnr �r�• Eae CM0 4kLopftmw8ePbdw hft for 4��iomsteepbolas Na00aoughgasticanx�d p3* ng 1)P1=eoagh2dheshatoadtim1?1013 s11PPVA Nai0oov8hplasdcc�oerd sgMYw wAe=wsAMdwPmthe Ondghy mnt 2)Tom coreeanpsidedeao•Pkceadheaire121m Tot hF.o�ideedgeofeorer8e. Then h"W die SL undukimt 10 Ati I o fyeoCause _ _ - - EareQoa�e EM muse adp fApKupappios 4hup Fesda offftem M SAmtldog coaseamtdn AMIDseooado— of pm9ea Emwela"aidof PoiaWpYahr pmmdoargSwam odlaglOudNnt t Aataav ka edpesofdk Eaeedomm= Fascia (�a�grsAom1 NOA No.: M022&18 Expiration Date:05/10/17 P�earft•�E eounmr Approval Date.05/10/12 • • e Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY N"through plastic caaent Parlay wnum 7b) Nab through pieft cement Paaay leu,rae) unaedayaey►t .� 1 7 hem Fascia Fascia EareCaune � Emcbeme wipe* Neil Offmo plaft mod Paddy Mmeath lie undedwnem _ Fare Cim re EareCturse Fascia i NOA No.:12-0228.18 MIAMtpN4DECpUM7 Expiration Date:05/10/17 • Approval Date:05/10/12 Page 6 of 7 • f ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plasuc cement per Nan through plastic cement Single paddy under file (between ble) Uededayrnent Single paddy between tile P&* 21n.x 7I medium (under tile) she paddy eave course only paddy Sinnyder --- * in x 3 in. ------ I x3in. g 4ia Single paddy on 2 in. 4 In- paddySine 2 in T under.- °a layment under- IaymeM e Pa�Y Fascia �eWOMUMMM on top of tile Sive of L X 7In.medium Eave closure o Ddpedge Fascia cam only Nall through plastic torment Single paddy under the single paddy between the � 3 ln.x 3 in. 4 in. - Single paddy '= on undertayment 2 n� Single paddy Emm dosme on top of We 2 in.x 7 In.medium Eave Cariesize paddy eave course only Fascia END OF THIS ACCEPTANCE NOA No.:12-022&18 MIAMFOIADE COUNTI' Expiration Date:05/10/17 •••. . Approval Date:05/10/12 Page 7 of 7 MIAMI D`ADE • 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 OTICE OF ACCEPTANCE OA agle Roofing Products,LLC. 1575 E.C R 470 umterville,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. D�ESCIPTION: Eag�Seal�Under�laymeut� LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA# 12-0507.03 and consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. - NOA No.: 15-0223.21 MIAMMADE COUNTY Expiration Date: 03/03/20 m Approval Date: 03/12/15 Page 1 of 4 r~ - I ROOFIN�COMPONENT APPRO Category (:ISBS fing Sub-Category: erlayment Material: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Eagle Seal 3' x 33.4' rolls TAS 103 Self-adhering,non-woven fiberglass mat 3' x 66.8' rolls reinforced membrane for use as an 3' x 72' rolls underlayment in high temperature sloped roof assemblies. MANUFACTURING PLANT: 1. Tuscaloosa,AL EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date PRI Construction Materials Technologies B WR-514-02-01 (rev) ASTM D 1970 09/04/09 VRML-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 02/19/10 BWR-518-02-01 TAS 103 02/19/10 BWR-533-02-01 TAS 103 09/07/12 BWR-534-02-01 ASTM D 1970 09/07/12 NOA No.: 15-0223.21 MIAMHMDE COUNTY Expiration Date: 03/03/20 Approval Date: 03/12/15 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 H 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. NOA No.: 15-0223.21 MIAMMADE COUNTY Expiration Date: 03/03/20 3 Approval Date: 03/12/15 Page 3 of 4 LIMITATIONS: 1. Are classification is not part of this acceptance. 2. 4This 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. 11. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 12. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Eagle Seal underlayment shall be applied over the underlayment. 13. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. 14. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. MIAMI RADE COUNTY END OF THIS ACCEPTANCE NOA No.: 15-0223.21 MAMMADE CouNnr � Expiration Date: 03/03/20 Approval Date: 03/12/15 Page 4 of 4 o�,� c,�. MORES .5. ."3a y� Miami shores Village o � Building Department 10050 N.E.2nd Avenue OR p 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: K af 10� �.a.CC& Property Address: 9)1 NE % a_ m►am► shy FL 3` 132 Roofing Permit Number: Dear Building Official: I r\ox �i\o'- r!G certify that I am not required to retrofit the roof to wall connections of my building because: Ae just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) K'a r i cL L01 ignature Print Name 16, - .-�' 11 17 ;.r32 State of Florida der* County of Dade The undersigned, being the first duly swom,deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this 0y) day of � Notary Public, Sate of Florida at Large • When the just valuation of the structure for purpose of ad valorem taxation is equal lo or more than$300,000.00,and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009