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RF-16-2764 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 cl&j APE (14" Inspection Number: INSP-273121 PermitNumber: RF-10-16-2764 Scheduled Inspection Date: December 15,2016 Permit Type: Roof Inspector: Naranjo, Ismael Inspection Type: Final Roof Owner: EKLUND,GLENWOOD AND JEANNE Work Classification: Flat Job Address:1460 NE 102 Street Miami Shores,FL Phone Number (305)758-9095 Parcel Number 1132050240250 Project: <NONE> Contractor: AAA ROOFING SERVICES INC Phone: (561)883-3176 Building Department Comments RE-ROOF FLAT AND TILE Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-268777. Need to provide up lift test. Failed 4- Correction ❑ Needed Re-Inspection „>® c, cry �� �A` Fee No Additional Inspections can be scheduled until re-inspection fee is paid December 14,2016 For Inspections please call: (305)762-4949 Page 30 of 33 r N07-ICEn1T ��� �#�11f111111111111111111111111111111111111t M�IltE��lE/1; :A.ROWED COPIt most BE POStEO.tihl Ti{E',N1B SITE AT7NVIE D�FIRSY iIIt55PE�1IDN C F t i 2 Ce 16 R 0 5 915 7 a a OR BK 30264 F's 4372 (less) pERM1T'ig6,0 /b-/L_.27tTAX FOLIO.NO. _ h'�I7N7hhh}}��!#iT�={T 7��?i;iVI�ig ,;t.1z.1! +11= T"_'ri_iiit,. t1.L tii[1—L't'TC�E 1.�ii�H Y c (=t f4{-IF)_', GTA of FL-Okak. - COUNTY OF M- '. THE UNCSiSINI]hecekiy gives notice that tm.,provatr�erri s will:be made to.certain real prpperty.and In accordance'With Chapter 713,Mort da Statutes,.the follouiing.lnformation is provj der!in this 1!�ticd of Commer cement, Space above reserved for.use-of-recording office. 1..Legal description of Property-and sireetladdress:: � ©. 0 S I- M i Ayl'1 ( S 2.Dam*ptiort of improvemdntr 2 �- 3,OWrrgja)nairie.and addr. (merest In property; 1Ia C7 _ � . O,aL.S': L:Ptm t t� i(f;c ka'mwand address of fee simple:titleholder: 41`Contraot:Ws name.,address and pi one.number. t a A-73.ac.E 2. a MI6 6,.Surety (Paynient boric)required by sumer from ccrntrl dtof,if yj Name,address and phone number nJ Amount:of bond$ 8;Lender's name and address; 7:Persons within the State of Florida deslgnated:by Owner upon-Whom notices-or other documents may served as provided by Section 713.:13(.1Xa)7.,Florida Statutes, Nwhe.o address.and phone,number: $;In addition to ht"elf;awne.C§desigrjat the following person(s);to r00eive a.cgpy of the Lienor's Notice As provided in Section 713.13(1Xb),Florida Statutes., Name,address and phone rtuntbers.. _. 9.Expiration date of this.i`otic o of mrriendetnent: Ma,expl.10, Oat 1*:.I year from lha data.ol rewding.unless a dfbent"ilete is epecitfetij 'WARNING TO:OWNER:ANY PAYMENTS MADE BYTHE OWNER AFTER THE ID PIRATiON OFTHE NOTICE OF COMMENCEMENT.ARE CONSIDERED IMPROPF,R PAYMENTS UNDER CHAPTER T13,P: :1.SECTION 21 :13 Ft.ORiDA STATUTES,AND C1+N RE$IJLT iN YOUR t?AYilVd TWIG£ FOR IMPROVEMENTS.TO YOUR PROPERTY A:NOTICE"OF CrOMMENCEMENT'IVIUST BE RECORDED AND POSTED ON THE JOB SITE;BEFORE THE- FiRST1AISPECT1ON.I YOU INTEND IT)Oi31`AIN FINANCING;CONSULT WITi 11!Qt)R LENDER OR Am ATTORNEY BEFORE OOMMENGING WORK OR REGORDING'YOUR,NOTICE OF COMMENCEMENT, Signature(a)MOer(s):or Owner )`Au zed Ofifeet1Dtreetor/PArtrW/Manager Prepared!# a Prep red*Print Name `t?� -: AI a prk!Natne Title/Office. .. TitleK3fflce STATE OF FLOR1bA COUNTY OF MIAMi RADE The foregoing InsWment was acknowledged before me_this 2day.of f By— ri F_ F_KwD Q indMduaily,qr C1as Tqr ersonally known,.or U produced the following type:of Id'ntillcation Signature::of Notary Pubild Print hlaixie {SEAQ YE1410TIQ N U UA T`TO SECTION 1625 FLORIDA STATUTES @ Y P(� o �' � ��"R....,a,• MAFIT`LYN AfdN FUERSTF.R Under penalties of perjury,l declare.+that I have read the faregoing.and * MY COMMISSION 9 FF 154709 that the facts stated in.it are true,to the best of my knowledge and belief: En"f1rtSS:SaeTber 19,2018 iA F0V Bonded i ru Budget Notary Services Sig natu f Ownec(s)or Own 's uthorize.d6Mcei/DirectorlPartner/Manager who.slgi7eciAe Ir BY BY 123_41-52 3 8l12 A . Tomassi Roof Testing, Inc. ` 5451 NW 24th Street, Suite # 3 Margate, Florida 33063 TAS— 106 Tel. 954—979—1180 Fax. 954—979—1182 Roof Tile Static Uplift Test Report Test Date: December 13th, 2016 Project: 1460 NE 102nd Street, Miami Shores, Florida 33138 Contractor: AAA Roofing Services Permit#: RF — 10 — 16 —2764 Roof Pitch: 491) : 12" Tile Installation Date: 11/30/2016 Attachment Method: Foam Tile Type: Flat All testing is in strict accordance with the 2014 Florida Building Code, High Velocity Hurricane Zone Testing Application Standard(TAS) 106 Each Test location was pulled using a Imada Force Gauge to a minimum of 35 lbs. TEST SUMMARY: Roof Area Total # of Tests # of Tests Passed % Passed Field 20 20 100% Corner 17 17 100% Perimeter 42 42 100% Hi (Approximately 148 Total) 9 9 100% Ridge (Approximately 44 Total) 3 3 100% TEST RESULTS: PASSED See Attached Sketch For Further Details. Report Reviewed by: Dominick Scar o, AR001 248 Dade CoIM Certified Testing Agency# 12-0710.03 Revises: #07-0720.04 Testing * Design Specifications * Management * Litigation * Quality Assurance 28' T=Tested Tile and Passed Y T F=Tested Tiled and Failed T T IrT H=Hip Tile Tested and Passed 25' R=Ridge Tile Tested and Passed T T .�• T Ir T Q 2' � T r � 14' T r r 34' T T T 82' T � � T T T -r- T T 28' T T '�' T T °T or 15' 12' � T N 14' 14' 1 30' Project: TAS- 106 Test Locations 1460 NE 102°a Street All Dimensions are Approximate Miami Shores,FL 33138 Certificate of Calibration # KELC-418263 Kimball Electronic Laboratory, Inc. Precision Measurement Equipment Specialists Purchase Order# T' Yi KIMBALL ELECTRONIC LABORATORY, INC A.TOMASSI ROOF TESTING, INC. 8081 W 21 LANE 5451 NW 24 STREET HIALEAH, FL.33016 #3 i1j,0100100 60-0 M- 40004cif 10A MAT044, MARGATE FL 33063 Description: DIGITAL FORCE GAUGE Manufacturer IMADA Cal Date: 12-Dec-16 Model Number. DPSH-440 Cal.Due Date: 12-Mar-17 Part Number: DPSH-440 Cal. Interval: 3 MONTHS Range: 0-440 LBS Received: IN TOLERANCE Calibration Result: PASS Serial Number. 199171 Environmental Conditions:75 DEG F / 59 %RH Customer I.D.: N/A Performed By: ELIU Cust. Barcode: N/A LAGO Cust. Dept.: N/A Procedure: SYN156 Specifications: +/-0.2% FS Cal Location: ON-SITE This is to certify that the above listed Instrument meets or exceeds all specifications as sued in the referencedrocedure at the points tested(unless otherwise noted).it has been calibrated using measurement standards traceable to the National Institute of Standards and Technology{NIST),or to NIST accepted intrinsic standards of measurement,or derived by the ratio type of self-calibration techniques.This calibration is in accordance with Kimball Electronic Laboratory,Inc Quality Assurance Manual.KELI's Qualitty system Is A2LA-Accredited to ISOAEC-17026 2005 and compliant with MIL-STD46662A and ANSUNCSL Z540.3-2008.TURS when applicable are greater than or equal to 4:1;with expanded uncertainty used to calculate the Test Uncertainty Ratio,with a coverage factor of K=2 at a confidence levet of approximately 95%,unless otherwise noted. Any number of factors may cause the calibration item to drift out of calibration before the recommended interval has expired. THIS UNIT WAS FOUND TO BE IN TOLERANCE AT THE TIME OF CALIBRATION. PERFORMED ROUTINE CAL.NO ADJUSTMENTS REQUIRED > 94060 t« Company I.D. Manufacturer Model/PN Description Serial Number Last Cal. Cal.Due Date KIM001 446 AKO TSD 125-S DEAD WEIGHT SYSTEM 827 28-Dw-18 31-Dec-16 KIM001 447 AKO TSD 2052-SB DEAD WEIGHT SYSTEM 624 26-Oct-16 31-Oct-17 Certified by: `- r- '1_ Quality Assurance: ELIU '"J i„! JAVIER LAGO 12-Dec-16 8:21:11 AM BALCEIRO 13-Dec-16 8:21:44 AM This report may not be reproduced,except in full,unless permission for the publication of an approved abstract is obtained in writing from KELT Labs.,Inc. Kimball Electronic Laboratory, Inc. - 8081 W.21st Lane - Hialeah, FL.33016 Tel:305-822-5792 - Toll Free:800-393-1094 - Fax: 305-362-3125 - Web:www.kelliabs.com Miami Shores Village IRTC ; . Building Department artment 0c 13 2016 , 4-'.'� 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 5 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 H BUILDING Master Permit No. P-,p 1(0- Zo� PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC (ROOFING ❑ REVISION ❑ EXTENSION [-]RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1460 NE 102 Street City: Miami Shores County: Miami Dade zip: Folio/Parcel#: 11-3205-024-0250 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee simple Titleholder): Glenwood Eklund Phone#: 305-219-3497 Address: 1460 NE 102nd St City: Miami Shores State: Florida Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: AAA Roofing Services, Inc. Phone#: 954-214-4816 Address: 9005 Saddlecreek Dr City: Boca Raton State: Florida Zip: 33496 Qualifier Name: Daniel Carll Phone#: 954-214-4816 State Certification or Registration#: CCC1327914 Certificate of Competency M DESIGNER:Architect/Engineer: Phone#: Address: City:. State: Zip: Value of Work for this Permit:$ L/0.00 Square/Linear Footage of Work: " 4 l 0 C) Type of Work: ❑ Addition ❑ Alteration �� El New ❑ Repair/Replace ❑ Demolition Description of Work: Re-poo f —1 6L4- ` -h(e Specify color of color thru tile: IN�1C' Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) r 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 first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspecti ee will be charged. Signature Signature —Z2 OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 1 Z day of ® (� ,20 .by 1 ? _day of C'_"�` 20 I by aV-W ayho is personally known to -D A-V--)1 s4- C, who is personally known to me or who has produced as me or who has produced as* n APe `c+a identification and who did take an oath. identification and who did take an oath. ;o NOTARY p�8M��pa4c,,� NOTARY PUBLIC: NOTARY PUBLIC: "{ Sign: Sign:_ y Print: Print: Seal: ct� �HS��\G Seal: puec;_ °Z6�1gseN". �pueu� �"`lC' vs eLNo�rl 4- A �rSrAYE OFF4i �k *b�k , APPROVED BY V� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) S, Rs Miami .MBuilding department d 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Rl Tel: (305) 795.22014 Fax: (305) 756.8972 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONFECTION HURRICANE LITIGATION RETROFIT FOR EYISTING SITE-BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To; Miami Shores Village Building Department Date: 10 -12 10050 NE 211d Ave Miami Shores, A 33138 Re: Owners Name: e557/e�► .(�/�� d Property Address: ` 46a ///`F lea h S� �� Roofing Permit Number: Dear Budding Official: I r A) A certify that I have improved the roof to wall connections of the referenced Property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site-Built.Single Family Residential Structures as adopted by the Florida Building Commission by Rule 98-3.047 F.A.C. Sig ature Print Name State of Florida County of Dade The undersigned,-being the first duly swom,deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of 0 C4- 20_6 Notary Public, Sate of Florida at Large (SEAL) Fo�Rs�a oSPtyY pu"Z' M(�F1LYN ANt1 C, MY CG`�,FhsS31GN NAB rC crlef bef ts, FINAL COMPLIANCE Revisedp� rM� on 6121009 t�o�s VillageMiami hares p� * rrrr - uu Building Department 10060 N.E.2nd Avenue Zt1R1i�' Miami Shores, Florida 33138 Tei: (30:5) 795.2204 Fax: (305) 766.$972 OWNERS'S AFFIDAVIT.OF EXEMPTIONI ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITED BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES RERSUANT TCI SECTION 69.80 F.S. To: Miami Shores Village Building Department Date 10050 NE 2n Ave Miami Shores, Fl 33138 Re: Owner''s Name: all,Ad Property Address: /5A' v ZyQ Roofing Permit Number. Dea AWIding Official: certify that l am not required;to retrofit the roof to wall connections of my building because: o The just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or,with the provisions of 1994 ition of theSouth i ride u lding Code(1994 SFBC) J69A'VC_ EkL�xl,�P Slgn, tore Print Name �. ANNFOERS�R State.of Florida �PaPis <L`�� 4 4109 M 2 .' y CGr-.crieClbet 19 2018 County of Dade * `'. * �XPI�w et NotaryServes o`� Bondedinr �ed STA>EOf f�°T The undersigned, being the first duly swam,deposes and says that he/she is the owner for the above property mentioned. Swom to and subscribed before me this ,2 day of (]A" 2®l Notary Public, Sate of Florida at Large 1h, ,_J • When the just valuation.of the strut wre for Purpose of ad va rem taxation to#qW to or more than$300,000.00,and the butit V Was rpt construrded with FBC ror a 1994 SAX.Then you must.tnovide a bul ft ap ftiice6on from a General Contractor for the Roof to Wali onru3mn Hurricane M%abon. Revised`on 5/21/3009 ROOF ASSMUE5 AND ROOFTOP STRUCTURES OCT 13 016 r SECTION Y1596 I B`Y HIGH-VELOCfTY HURRICANE ZONES:UNIFORM PERMIT APPLICATION Florida filtrWnq Coag 5th Edition(52014) 1Ory High-Velocity Hurricane Zone Unttlonn Permit Application Form INSTRUCTION PAGE 1 1 1 COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT 1 APPUCATION FORM.AND ATTACH TRE REQU1RED.DOCUMENTS AS NQTF.D:BIit.6 W-- 1 Roof System Requlicdi 5eations of the Attachmenft Re"Wed 1 Permit App Form See Lust Below Low Slope Application A,B,G 1 Prescriptive BUR-RAS 130 A,B,C 4,66.7 1 Asphahlc Shingles A,B,D _ 1,2A5,6;7 1 Concrete or Clay Tile A,BID,E 1 Metal Roofs 1.2,3Ak6.7 - Wood Shingles and Shakes 1 1 Other As Applicable 1 1 ATTACHMENTS M IRED: 1 _ 1 I. Fire Directory Listing.Page 1 2. From Product Approval: 1 Front Page Specific System Description 1 Specific-system Umitations General'O nitaffons .Applicable Dotal Drawings 1 3. Design Caloulafrons:per chapter 16;or if 1 _ Pt appricablej RAS t27 or RAS 12a* i 4. Other Gpin0onent of Product Approval 1 5. Municipal PermitAppiketion 6; Owners NotHk ation.for RocAng Considerations(Re mfing Only) 1 7. Any Required Roof Testing/Calculation Documentation 1 Miami pores Vil rage PPROVED BY DATE •• ••• %DNING DEPT RILDG DEPT . ... . ... . ... • ; •; ; ©It.11 Ci to CoMI'I Il1NCE WITH ALL FEDERAL •• • • • • • • • • • •• • •• • • •• • •.• • • SfRli �flU(:(�I I(`!IY IIUI FS/1NN RFGUI_nTIONS 16.36 •i Will] i • GFLORIDA°BUIL MG:CODE=i�UR tDl(G_bth EMTM(=4) l T CIPA *-of K, �, caw.t:sforrrs+tt�six�vEor. ss�a bSr Efiea�r F ic'cn hm s,tors�a ix;►aat. ; Ate:l�atr tepimiudions aathoti9�l. ROOD ASSEMBLIES AND ROOFTOP.STRUCTURgS RJarkb Building Code4th Edition(2014) e High-Velocity Hurricane Zone UnNorm Permit Application Form. t t Section A(General Information) 1 Master(permit No. Process No. t Contractor's Name & ® Job Addre A�` ROOF CATEGORY t Low Slope .0 McChanically Fastened 7119. td Mortar/Adhesive Set Tiles t 0 Asphaltic S ges 13 Metal PereSingfes 1 O Wood Shingles/Shakes 1 G prescriptive BUR-RAS 150 t ROOF TYPE Cl., Now rotff, 0 Repair D Maintenance. P'°f•29roofing 0 Recovering 1111 ROOF SY$TEM INFORMATION � Low Sl�spe R061"A" 89 40V Steep Sloped Roof AREA(SSFL j3"Total(SF) 1 t Section 8(ROW Pte) 8Wch Rif Pian;Illustrate all levels and sections,roof drains,-swppers,oVei rtiow sci� ers and overflow drains. Include dimers- t $ions of s00tlorts and levels,dearly Identify dimensions of elevated prmure zones and IocaUon of parapets. 1 t Aj _ 1 1 1 1 I 1 1 1 1 t , • • • • • • I •• •• Boo ••• • • • • ••• • • FLORIDA 13UILDMG COM BUfLD114G.'�1f�7tT p"I") i • • HUMM • • ••. • 15:37 I 0:1111111114111 Copys�eKo iicenfad'by]CG fAd i RiOH r iLfiSFRVF };.accessed by Elite Palasid en Itut 8,201S.I0 32 i2 AiN. Agtummt Na fiuttrcr reprOducdons mdwdze& pwfaneot to Liconse soon c C88 = Miami-Daft Gounty HM EleetrWdC Roof P9MR Form See0on C Page(Loan Slope Roof Systems) ROOF SYSTEM MANUFACTURER: GAF --, Top Ply: = - Product ApprovalDA: IS-# Mineral Surface Cap Sheet (N ) System TYPE P9• Top Pty Fastemrt9 l Bonding MWWW Wind Ufdiit Presures,Fvam RAS 12B or Seated Catw*ao w Hot Asphalt (P1) Fold: - 28 psf SurtBgng n/a. (P2) Perimeters; 71.7 psf SINGLE PLY MEMBRANE: (rte!co�.� -908 O � Singes Piy Manufacturer!Type: Na k�ximum BMW Pressure From MO/� � 525 "Roof Slope: �� ^.1Z Roof ti�ean Height 12 �e ply Sheet Width:r7^1/2 Sheet Width: u JI Of Slt& Parapet Wales 0 No El Yes Parapet wag Height $, Singlo Pty!� w8m6rSne F�niny 112 shests-®din Material: • 9 Deck Type: —5/8•Plywood— Na Support Spacing: Na d o/c e FASTENER SPACING FOR BASESHEET ATTACHMENT AlternateDeg*. FYN ❑yW SINGLE PLY MEMBRANE ATTACHMENT Exwft Roof_ 1.Field:r97 a olc @ Laps&r27rows o/c ftd t=us Barrier 2 Perimeter-t-._.J o o1c @ Laps&r47 rows 6 3.Corner.O o%@Laps rti�rows EJ A o1C Vapor NUMBER OF FASTENERS PER INSULATION BOARD. n/a Anchor Sheer 1- Field:" 2. PerUneter:® 3. Comer.Q Na Insukftn Ferner Type Anchor Sheet Fater!BonatFng[IAateriat Na ENa WOOD MAILER TYPE AND SIZE: Insulation Base Layers 28&7liicm Na Na Wood Nagar Fas[ener Te and11 YP Spacing insulation Base Layer Fastener/Bonding Materia! � Na EDGE&COPING MAL SIZES: Insulation Top Layer S=at Na Edge Metal Material —Galvanized Metal— Insuiation Top Las t Bonding Material Edge S&M- —3-face 26 om— Na Hoon strip size —SELECT 600E METAL HOOK STRIP SIZE_ 3ase Sh !(s)&IJo of Pty(sj: Edge Metal meat #75 Ib--1 ply 1-1/4-ring shank nails 4! o-c. y Sheet Fastener/Bonding Matenal • i ••i • • • • 9_va� •• . . CoW�arial: —SELECT PARAPET WALL COPING MATERIAL- 3ahankna7sw/tirr�ps •• ••i ••i ••• i i ••• 1y Sheet(s)&No.of Pl (s): Cop g see: —SELECTCslizOPING METAL SIZE OR THICKiVESS- 1Y Me s es s plies .. .:Hook Sly Slob. --SELECT COPING METAL HOOK STRIP SIZE— ystreet FBgiengr/8oruiing>�leL • • • • • .pip Magi Attadtmettt iotASpFteit •• • 0 so ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • a boami-Da��^^�1��p� �[VUZ�[7� 7�ears�mi�Form p mom,A Noted and ®atails as Pli le: TOP Fly Rf Me=Elelg*e E:l Dr*metat i3"gsWanized 26 92- mom Dm hipaw s Top Ply. It1P�� Silt-�dC�d�S�'IEB� � Base Sbeet: - e ROM Decd rJLB_BSSBjFi88t a, Deck Type: - - jWi PWood.. .. . . 00 .. . . . . .. . ESL=ASWMLIES AND ROOFTOP STRUCTURES tde 50ding Code Litt Edhion PM 4) High-Velocity Hunftane Zone Undorm Pam*Ap0H=dw i onn � i; section D( Sloped Roof Sim) � Raaf System Manufacturer: Notice of Acceptance Number. i Minimum Design Wind Pressures,If Applicable(From RAS127 or Calculations): Deck Type: Type Underlayrnent: 30 i Roof °pe: 12 Insulation N , ► D Fre Barrier: ' i y Ridge Ventilation? Fastener Type&Spac hg: ` " i~i n%(� S -1 -n►A 1 t.5 i �1t'6 L-A-es' S itgC _ kf- Adhw1w Type*- I A10 AVIMI 4* 6d ® Type Cap Sheen 14 Mean Roof Height: t Roof Covering- -ft L& i Type&Sive Drip Edge. H •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • •• • • • • • • • • • •• • •• • • •• ••• t ••••• • Ism r-.opm euiLme com—sustn arrMp m r4D . .. .. . . . .. .. 000 0 0 0 ••• 0 0 ROOF A55EMBt.fES MOA001TOp 8MCTURES a Plorlda Building Coale 5th Edition(2014) ii f High-Velocity Hurricane Zone Uniform Permit Application Form-. 1 f Section E(Tile Calculations) For Moment based tithe systems,choose either Method 1 or 2.Compare,the values for M,with the values from_Mr tf the values i are greater than or equal to the K values,for each area of the roof,then the file attachment method is acceptable. B Method 1 "Moment B Tile Calculations Per RAS 127" ;1y,'6 (pl VX X Q_Ak -it�1g: " =M" Product Approval f P2%R4 xX PAU -11 = Product Approval M, (P3r :jx� -Mg M,� PraductApprovol K Method I OSimpMed Tile Calculations Per table Below"" Required Moment of Resistance(AAS}Froin Table Below_ Approval M, _ } Mr required Moment Resistance Mean 1RSioo�ght 15, 20' 25' 30' 4(Y 1 2:12 34.4 36.5 38.2 39.7 42.2 1 3:12 32.2 34.4 36.0 37.4 39.8, 1 4:12 30.4 32,2 33.8 35.1 37.3 1 5:12 28A 3041 31.6 32.6 34.9 0 6:12 26.4 28.0 29A 30.5 32:4 T:12 24.4` 25.9 27.1 25.2. 30.0 *Must.be used in conjunction with a list of moment based the systems:endorsed by the Broward County Board of Rules and Appeals. For Uplift based the systems use Method 3.Comred the values for F with the values for Fr if the.F'values awgreater than or it equal to the Fr values,for each area of the.roof,then the file attachment method Is acceptable. ' Method 3 lupu#t Based Tile calculations Per RAS 12r (P1: x L x w:.=__�) - W= x cos -F, Product Approval F 1 (P2: x L = x w:_ ) W: x;cos 8 P12: Product Approval F {P3 x L = x W:=_._j W: x.c.os O_:=FA. Product Approval F t Where lata Obtairl lnformatian t Description Syn" Whereta:find Design Pressure P1_or P2 or P3 RAS 127 Table 1 or by an engineeringanalysis pre- pared by PE.based.on ASCI=.7 Mean Roof Height H It site Roof Slope 8 Job Site Aerodynamic Multiplier Product Appy Restoring Moment due to Gravity M9 product Approval Attachment Resistances .. ... .. Product.Approval Required Moment Resistance . • •• • M• Calculated Minimum Attachment Rssistano%•• • ••• '; ••• Product Approval Required Uplift Resistar= Fr Calculated # Average Tile Weight • • . . ... W . ••• Product Approval I Tile Dimensions . •L =I ngth WIU- Product Approval 1 All calculations must be subm fta to ate bul ftv oftl at'4f 'of permit application. i1 e ... . . . . ... . . 1SA1 i i • i i i i • i koMDA 13UIi.DiNG Cot1E.—St t."1M,C►tht EDtT ON(M4) . lrt�i' > 1 "c7113;'tc�Fres.ttsrn� ur ealrxia w�>lm s a}iS ro 3a r2 nMnuenc m Liam ApeftmmL NO-hrd rs at sad SECTION 1524 HIGH VELOCITY HURRICANE ZONES—REQL4RED OWNERS,NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope.As kpertains to the section,it is the responsibility of roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of the section,The provisions of Section R4402 govern the minimum requirements and standards -the industry for roofing system installations.Additionally,the following items should be addressed as partof the:agreement between the owner ant the contractor.-The owner's initial in the designated space indicates that the item has been explained. 2. Rerttaging wood decks:When replacing roofing,the existing' wood roofdack ` have to be fled in accordance with the current provisions of Section 114403:(The roof deck is usually concealed prior to removing lite existing roof system). 4: v F.trpased Ceilin g:Exposed,open bearer callings are where the.underside of the roof decking can viewed from below.The owner may wish to meintain the arot itectura!appearance;therefore, too ng:nail penetration of the underside:of the decking may not be acceptable.This provides the option of maintaining the appearance. 6. '. 'Overflow scuppers(wall outlets):It is::requir that rainwater flows off so that the roof is not :v loaded from a buildup of water. Perimeterledge wall or other roof extension may block this disc arge if overflow scuppers(wall outlets)-are not.provided. It may be necessary to instal!overflow scuppers in accordance the requirements of Sections R4402, R4403 and R4413. erAAgerfs Signature Date r ignature Date 6400 nr� /aa^r �%r�n,i ices PropertyAddress Permit Number Revised on 7/9/2009 LD;07/0112015; .. ... . . . . . .. . .. . . . . %: . .. ... .. . . . .. . OV . ... . ... .. . . . . . . . . . .. . .. . . .. ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 6Yi8e4Mt•bADMLANG-RADE COIiJi ITY PRODUCT CONTROL SECTION W 26 Street,Room 7-08 1IDEPART�iYf Vr OF REGULATORY ANDEC®N01KIC RESOURCM(REI 19 R) Florida 33175-2474 BOqArt�1+ ANBD CODE`�,D'1%jFjjVS7�Tl��a,'nI'11�0)N 1D1 Di-%;7Sj0Nj T(786)315-2390 F(786)313a-99 NO ICE OF 1��L.�L.1G.)C JI.t�L�10E I NOA) ��s ti�uiamid9de nor e�onum� GAF 1361 Lips Road WsYne,N.e 07470 SCOPE: This NOA is 6eins issued under the applicable rules and regulations governing the use of consEruction materials.The documentation submitted has been reviewed and accepted by Miami-Dade Counry RER- Product Control section to Lm used in Miami Dade County and other areas where al to"t-ed 6,the but Nora: Having Jurisdiction(AHJ). _ This NOA shall not be valid after the mx--piradon date stated below.The M' iami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade Count}) 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 e. ense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER the right to revoke this acceptance,if it is determined by Miami-Dae applicable de County Product CorrbroI Sectionreserves that this product or material fails to meet the requirements of th building code. This product is approved as described herein,and has including the High Velocity Hurricane,Zone of the Florida Building t0 I)mply tuith the Florida$uildinQ Codde. �Code I)ESG 'TIZOIV: GAF C"ventional Built-Up Roof Syste"U for Wood Decks. LASF-L1KGo Each unit shall bear a permanent label with the manufacturer's name or to , following statement: "Miami-Dade County product Control Approved". �o� clt},state and �WAL of this NOA shall be considered after a renewal application Mess Otherwise noted herein. change in the applicable building code negativeI PAlication has been filed and there has been no y affecting the performance of this product � �ATlI®N of this NOA will occur after the expiration date or if there the materials, use,and/or rnaltufacture of the product or recess.tomatically has been a revision or change in pt�duet,for sales,advertising or any other u p Misuse of this NOA as an with any section of this NOA shall be cause forrOtennlnation and removal of ndorsement of any IO this NOA.Failure to comply A1DVF,RT18'' &'N-r: The VOA number by the expiration date May adv Preceded by the words Miami-Dade County, it shall be done in its entirety displayed,n advertising literature_ If any n Florida,and followed polfion of the NOA is displayed,then INSPECTION: A copy of this entire and shall be available for inspection atlthQ os Eta" �1vvi�ed tp tele user by the This NOA renews and revises N • , �; ite at:h� • Manufacturer or its distributors raq Of the Building Official. The submitted documentation w OA Ne,133,0 24-Q9 antl ednsists of as reviewed by Jorge L.Aceto. Pages 1 through 16. . . •• • ••• •; .� yr • CHIAMAo. cV : :••i ti : : :•••: Approval Dat., 11/06/14 Page I of 16 RoomG symm AIPPRovAL Catmotw• Roofing Stub-Cave-gores BUR $e-r Fiberglass D—=-,k'Type: Wood Manan Desk' n Pressure: -75 psf. r tRADE NAMES OF PRODUCTS A ANUFACT URED OR LABELED By ApIrLICANT o TABLE I ,rest Product g°e oduer Dimensions Soeca_ �i�Paioa Description 'AFGLAS"#75 Base 39.37"(1 meter) ASTM D4601 Type 11 asphalt impregnated and coated glass mat heet Wide base sheet. ,A.FGLAS®080 Ultima'' 39.,37-(1 meter) ASTM D4601 Type II asphalt impregnated and coated,fiberglass ase Sheet Wide base sheet. 'AFGLASO FlesPly"'6 3937"(i meter) ASTM D2178 Type Vi asphalt impregnated glass felt with asphalt Wide coating. 'AFGLASII Ply 4 3937"(1 meter) ASTM D2179 Type TV asphalt impregnated glass felt with asphah Wide coating. AFGLAS®Mineral 39-37"(1 meter) ASTM 133909 Asphalt coated,glass fiber mat cap sheet surfaced arfaced Cap Sheet Wide with mineral granules. AFGLAS'EnergyCap'm 39.37'(1 meter) ASTM D3909 Asphalt coated,glass fiber mat cap sheet surfaced CTR Mineral Surface ct►fide ap Sheet with mineral granules with factory applied EnergyCotel' AFGLAS®Stratavene 39.37"(1 meter) ASTM D4897 Fiberg iminator Perforated Wide glass base sheet coated on both sides with enting Base Sheet asphalt.Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. AFGLAS'StramventG 39.37"(1 meter) ASTM D4897 A nailable, fiberglass base sheet impregnated and iminator Nailable Wide :Wring Base Sheet coated on both sides with asphalt,Surfaced on the bottom side with mineral granules embedded in tberoid®SBS Heat asphaltic coating X9.37"{l meter) ASTM 135164 Non-Woven Polyester mat coated with Polymer- Bid'Smooth Wide beroie SBS Heat- 39-3modified asphalt and smooth Surfaced. 7"(i mater) ASTM 136164 Non-Woven Polyester �Icl'25 Wide Y r mat coated w ith•• ••• • • • -modified asphalt and smooth surfaced. Polymer- beroid"20 • • • • • • • • • 39.37"(1 meter).• A%��Dj1 j3:•$BS Wide •. .•. .. . . ..•modified asphalt base sheet reinforce with a leroido Mop smooth 39.37"(1 meter glass fiber mat. `S�D61G4n+��oven Polyester wide ••• •:• • • • • • P Y mat coated with ••i i •• i • �d asphalt and smooth surfaced polyn7er ini • •• • •• • • •• =MA =ECCO)UMy •••• • • • • ••• • NGA N0__13-I022.JS Expiration Date. II)NA8 i i•••i •i i i.••i Approval Date: I IM6114 ••• • • 000 0 • Page of 16 Membrane Type: BUR. Deck Type 1: Wood,Non-insulated Deck Dewription: 19/3.2"or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened_ till General and System Umitations shall apply. Fire Barrier: FireOut Fire Barrier Coating,VersaShield*Fire Resistant Roof Deck Protection or (optioliol) Securock"'Gypsum Fiber Roof Board. Base sheet: GAFGLAS®#80 Ultima Base Sheet,Stratavene Eliminator lailable Venz;lne,BEse Sheet,Ruberoie 20,Ruberoide SBS Heat Weld"`Smooch or Ruberoidt SBS Heattl'e_d,. 2S base sheet mechanically fastened to deck as described below: Fastening Options: GAFGLAS'Ply 4,GAFGLAS°FlesPly"'6,GAFGLAS#75 Base Sheet or any 0T; '0L*:e base sheets attached to deck with approved annular ring shank nails and tin cans aY a fastener spacing of 9"o.c.at the lap staggered and in two rows 12"o.c. in the field. (MaAcIfim sr D=19m,P'rewUre—45 ps,f.See General -973 GAFGLAS®Ply 4, GAFGLAS FlexPly6.GAFGLAS"#75 Base Sheer or any af above base sheets attached to deck with Drill-Tec"' ##12 Fastener or Drill-Tec';=1-'. and D-:!' Tee"'"3"Steel Plate,Drill-Tec AecuTrac@ Flat PIate or Drill-Tec''AccuTrac'-'-Rzc�;e Plate 12"o_c in 3 roars_ One row is in the r side 11p. The other rotA=s are equal l}T spaced approximately 12"o.c_in the field of the sheet. (Madoza'Desk'Pressure—4-5 psfr See General Vwitad n #7) GAFGLAS'e'Flex Ply"'6,GAFGLAS#75 Base Sheet or any of above base sheets at to deck with approved annular ring shank nails and un caps atattached a fastener spacing is at o_c. at the 4 lap staggered and in two robs 9"o.c_in the field. (1✓=iWunz Desigrt Preswre s25 psf.See General T_hrdtation#7) GAFGLAS#80 Ultima'"Base Sheet,Ruberoide20, Ruberoid` mop Smooth,base sheet attached to deck with approves 11/1"annular ring shank nails and inverted;' steel fastener plate at a acing sP of 9"O.C.at the 4 lap and in two rows s 9"o.c. in the center of the membrane. ta�gered with a fastener spacing of (MMUmum Deslgrr Pr'essmre-64 �.See General Lirn& �'1 attorz#7) GAFGLASO#75 Base Sheet or any of above base sheets 412 Fastener or Drill-Tec— 414 Fastener and Drill-Tec"`attached to deck with Drill-Tec"` Acn the 2O Flat Plate or Drill-Tec"`AccuTrarO Recessed Platean�plate'Dri[I-Tec"' is in the 2"side lar- The other roves are equall1,spaced a r o.c.in 4 rows. One row the sheet PP�ximately 9 o_c_in the field of (��t�nr��nDQsi�n� ��—�p�f.'-911erGetzeralLt .0 Any of above Bases she;tpa*a, aeci�$ inverted Drill_T.cla�An plate's a�$ pproved annular ring shank nails and 3" in two rows 9"in the field. fastener spacing of 9"o.c_at the 4"laps a It�laxigered mum Dgig 'e%,ure .. . . . . • . • . % .. • .. •. . ••• • ...u 9:0 • • 0:0 NOA No.:I3-1022.15 • • • ••• • • • Expiration Date.- 11/04/19 • •• •• • • • •• •• Approval Date.. 7 1106114 age 14 of 16 Fastening Options: GAFGLAS®475 Base Sheet or any of above base sheets attached to deck with Dril l-Tec"` (Continued) #12 Fastener or Drill-Tec#14 Fastener and Drill-Tec7 3"Steel Plate,Drill-Tec"' AecuTrae Flat Plate or Drill-Tec AccuTraco Recessed Plate 8"o_c.in 4 rows.One ro-w is in the 2"side lap_ The other rows are equally spaced approximately 9-o.c. in the fielill c= the sheet (Maximum Des4rn Preswre—75 psf See General LkniWlon#7) Ply sheet: One or more plies Of GAFGLAS"Ply 4 or GAFGLAS*#80 Ultima Base Sheet adhere,in fill mopping of approved asphalt applied within the EVT range and at a rate of 20-10 lbsJsq. Cap sheou (Optional) One ply of GAFGI.AS0 Mineral Surfaced Cap Sheet or G?,FGLAS" EMVC47 BUR Mineral Surfaced Cap Sheet adhered in a;till mopping of approvcd asphalt applied within the EDIT range and at a rate of?0-T0 lbs. c- Surfacing: Opt on=I 43ngranular surfaced McMbranes; required for smooth membranes. Chosen eomponentg lnIst be Zpplaed 2eeordiD9 t®Manufacturer's application instructions. All coateoV most be"sted within a cnrreut NOA. 1. Gravel or slag aunlied at ctnn 11, io9_—a Soo 1t adaq_resDecrivali -ir, ==ccs coat of approved asphalt at 60 lbs./sq. Maxhnnsn Design 2. Topcoat Surface Seal S13 applied at 1 to 1.5 ralJsq. Prewure: See Fastening Options =ftAP*x)-,MEC0UNTY-wo0 ... . . . . ... . . ,dOA 1'do.:i3_14�.Z • • • • • • . • Viration •jS • ••• Date: 11/U4I18 :.'.: Approval Date: 11186/I4 ... . . . ... . . page 15 of 16 Wom DECK Sys' m lLnaTAT>ores: I A slip sheet is required with GAFGLAS*Ply 4 and GAFGLASO Flex Ply—6 when used as a mechanicallx�Pastes base or anchor sheet 7_ Minimum'/"DensElece Roof Board or Ya"Type X gypsum board is acceptable to be installed directly-over the Y wood deck. Ll1bJ1797S11C1Li1 ATIO S: I. Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials Directory°for fir; ratings of this product_ vc 1nsr$r100 to multiple layers. The first layer shall be attached in compliance with Producr Con:r c' Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt gpplie- E'VT tams¢and at a rota or2o-40 wo/aty_,or mechanically attached using the fastening pattern of the loo.i_ I All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size shall be 4`x 4'maximum- s- An overlay and/or recovery board insulation panel is required on all applications oI�er closi?t:1 Cell:oars in_c ELI-;;._ when the base sheet is fully mopped.If no recovery board is used the base sheet shall be applied usijicr mopping with approved asphalt, l2"diameter Circles,24" ,L.o_c., or strip mopped 8"ribbons in three roti s_erre a: each sidelap and one down the center of the sheet allowing a continuous area of.;entilation. Enclrcl rlc � :: strips;n not accoptgUlt:_A G"break shalt be placed every 12'in each ribbon w allow cross Ventilation. .As'pl—' ; application of either system shall be ata minimum rate of 12 lbsJsq- Note: Spot attached systems shall be limited W a maximumdesi�a pressure of-45 psg 5_ Fastener spacing for insulation attachment is based on a Mnimum Characteristic Force(F')value of a7$ lb.. �4 tested in compliance with Testing Application Standard TAS 105. if the fastener value.as field-tes 375 lbf_insulation attachment shall not be acceptable_ ted,are below 5_ Fastener spacing far mechanical attachment of anchorlbase sheet or membrane attachment is based on a ' fastener resistance value in conjunction with the ma.`timum design value listed within a specific system. Should minimum fastener resistance be less than that required,as determined b old the piepared,signed and sealed by a FIorida Registered Professional Ens neer,Registered Arch tett,or Re�stcing, 1, relds as n Roof Consultant may be submitted. Said revised fasteners Bred taken from Testing Application Standards TAS 105 and�u atiorsis�rnl compliance the wthhh Roofing resistance value Standard RAS 117_ '. Perimeter and corner areas shall comply with the enhanced uplift Application densities shall be increased for both insulation and base sheet as cap pressure in core trance with requirements ofthese areas. Fastener Standard RAS 117.Calculations prepared,signed and sealed by a Florida registered Professional Re " p th Roofing Application gistered Architect,or Registered Roof Consultant Engineer. g&ais NOA,General L tion#9 (Whelm this�litatfiou Is spee�� All attachment and sizingof perimeter naiilen�t�e Vpficableo) referred ef errs within Roofing Application Standard �metal profile,and/or flashing termination designs The maxi tandard RAS I I 1 and applicable wind load requirements. giis shall conform to ,,and Corners gned Pure limitation listed shall be applicable to all roof perimeters ).Neither rational pressure Zones i tional analysis,nor extrapolation shall be pe Pressure zones(i.e.field, referred vritlli6h this N�( e Perimeters,e:Ktend p rmitted for enhanced fastening at A,General Li •• ••�S�iTers and cprn®as)_(Thea this$imitation is s �- Ail products listed herein shall have a fi®n I U&Se 0 1� cally Rule 61 G2 9 ey asld4ce t In IlcG lance with 0 3 of Florida Adrriiiustmtive Code. the Florida Building Code and e • • 1W CEPTANCE • % • % • • •• ••. • • ... •IVOA No.- I5 • • • . . • • I3-1032. • • a :0: �piratlon Date: 11/04/18` ` ` ` `• APPrOVal Dr :•i• 1I/06/14 Page 16 of 16 1L09F 68tr�+o MATS" W G(it M � �1: s tLoOF COMEURf-f1ATElllfktS(zEirt) Flt Continued taniinuad ROOFING SYSTEMS(TG � henoLi' any !OOF:Ka SYSTEMS(TGFU)— anneals composite, P 7s J _ °Poly-i;a StrcGat�iith'Pglyfctam?Sa'ar"f'otytaaR� warn°fie comAo$tT� mood nt>er/isocY eh+e&nays. ni.i. Pl Sheet:Tn[ra or more layers Type Ga"lip FGiAs Pty 4"°r-GAFGLAS H One or tlso applications 'Gatof tx ub-7050'. dPf at 1 0��hot mopptd. anon or Wren appa�oons.IPP 1-1/4 gai/5q/aPplication Surfucinga Gr�..2L tncuRe:d lw lits). various calors),applied 7 gh sq(12 2. vete:t-75/32 0 tionaL): rs erlite, wood nbet. 9 aacoflrx UFr65 Series( " � insulation ( P One or more [aye P fiber, isocyanurare. urethane. peditefWCYanurate somWite. pertitz/ Lodi=1/2 Le. good fiber/isocyanurate composite, Phenolic, ar.Y Iso°or°Po[p-Ia9 Spe+-ial°stills."Polytoa. 257"or°Polyfoam �r nrss.reEhant ComP°S1 ��_MFGL� Ply h°9r"GAFGW Fri nin. a UB-7o5G°, apoad at 1 Ply Sheet;Tnrce or ptore(ayeri Type , :n�nfordvim applications,applied 1-1/e golfsg/aPA6tebGA °. Wo Sl��l?, 'Cap Sheet: OnN layer Type G3°GnFG'GAFGLAS ? $uRaCad �]Q Gaco}.�uCi-fio'Series(various wWrs),apptiea z ya►/sq izs 3. 0—A,Mt '"', `d fib<r. Stuss Insulation (Optionalre One or more wycrs P ra:a/ iioe6 isocyanurat2, urethane. perlite/isocyanurate composite, pe ° Ladino:"P 2 m 251°or urethane Composite, +�fiber/be�mrmte composite,Ph6nQU4 2 in. -Iso or'POLY-IN Spar rrntn`Polyroa r:a Af°GArai KY a GI'CAFGi:AS Ply °GaCOSit5-1000",applied at 1 gai/sit(10 dry mets). 'PLy Sheet:Tt+u or more layers Type 'C,aeofeeu 5-1000".appbed at 1 9a/sl(10 dri mels)- e. G3"G&Fc S Minar L Surfaced CaP Sheee- Inwav a Cap Snedt: one layer TyP= Lading 1/Z foam 251°-or°Polyfoam 363°, any thickness. 4. Deck ICC but MCP 'Gacotlerc Ure-Shield 7607°.40 ft 2-1/2 n fr Shoes:Any UL Class fled gmvd SurfgscdClass A asphalt gla_s�fiber G ° t system. bow A acaEirt 16211,2� 112 4aVs4(14 dry firsts). 5, ' t-15/32 rnait�d w docs °GasoA r;p626Q°series (various 1-1/a gai/stl (1 i Sheat o tional):Red rosin paps. • k(��a•�q._ p Sheet:(ane layer of Ty>se E3°�nfGG1+5 Q73 Base Stf (iit3y - «?17 ��• _v 81306 (Pt) PlyledSh't Ond or mare layers of Type G1°GAFGLAS Ply a or WGLAS Ply i Q.-�A�Ai ' 6atr 511 &Ona layer or Type G-3" �FGLAS Kinarat SuMC&O GG Sir:�. ori ed Base Sheep may be utilized as an l b tlork:NC ImdldS:3 G2Jof the hdtowing Qassificadons. ease Sh—c:One dyes of Type G2°GAFGLAS#75 Base Sheef. a%,W Mfg: board or 1/4 in. thick (min) Georgia-Pacific Pty Sheet:One or more laym of Type G1'GAFGLAS Pty 4°or GAFGLAS Ply Airiment hoard may be used in any r ds6.9 nanco,abu tW,, fi-• * Men this is dam the resulting toofmg system is Ca s,�z One layer of T G-3°GAFGW AinetaL Surfaced Cap Sheeb. f e over combustibie(75/32 in.mia)roof decks.The joints in A y Type I and everlaymerrS hoard are offset b in.with the joints in the 7• ate C_15132 X132Itau°z h M is part of Ute roof system, it must he placed Wow the Insulation:One or more layers perlite,glass fiber.isocyanurate.urethane, d ,. d. per(itejisocyanurate composite, padife/urethane Composite, phermac, a6T ff i+s ttittil Hol aOQFtnl6 ASPHALT LO hL min (offset from plywood joints b in.). „ 's grass mat base sheet ("GAFGLAS 875 Base Sheet") is a Mem raw.Sheaw One or more layers of Type G7, or ap G3. it for Type 61 aspnatt glass fiber ply sheet(-GAFGLAS Ply k or �embradc:One Pt more royale of Ruberoid Torch (smoetot A[granule), in the Class A. ®or C mat,Wtems indicated beloist "Rubecaid Torch PLusA (granule),°Ruberoid Flop°(smuacn fi or granula} or I fuse he covered with a Type GZ as It glass mat base "But,eraid glop Plus°(granule). Suatawnt (Fran[-fty) peftraW ar GAKLAS Stratavent cap Sherr"GAf LAS Mineral Surfaced Cap Sheet°. het mopped. iitable decks°. Pedarated to be moppad and nailabla to be L _ a- t-15/32 Iacuum 2 tch4d mauls side domn. Insulation (Optioaal): One or more layers perlite; Brood fiber, glass is G3 as�hatt glass mac base shact(°GAFGLAS n75 Base Sheet° fiber, isacyanwate, urethane, perlitef isoryamurate composite, peruse/ aveot(item PLy for naila9te deckn may be substituted for urethane composite, wood fiber/isogrdmaraw composiP_ pheneif6, airy !r fiber ply sheat C°GAFQAS Ply a or"WlffzLAS Ply 61) as the thickness. I the faaawing syst tas. Use Shcetr Trio or more layers of Type G2 of fig. ase sliest may be solid MOPP-1,spot mapped or mechanically Ply Sheet (optional):One or more layers of Type 62. A Membrane:One or more layers of°Ruberoid Torch°(sma0lh or granule), indicated,aft insulations ml, be hot mopped or mechanically °Ruberoid Torch Plug(granule),°Ruberaid flop°(smooth or granule) or e. °Ruberraid Mop Plur(granule): ie or I trbereid°may be used for flashing in any at Use Class t ap Sheee'GAFGLAS Mineral Surfaced rap Sheep', hot mappg& Usted h::i" a refers QK this Wkides 'GAFMKP PERMALITEW or a, B ar f Benito insulation. y 1. oorh:C-15/3z trustnm 3.1/2 " slag are suitable aitsrnates for giaveL in any of the Cis 9,• flnsu6a8ioti (wont): One or more layers PWte, wood fiber. glass et ted. • . . �iGyr, ico�rarrurate, urethane, perlitefisocyanutare composite, ppedits/ Btfiber lndWaS units are CansWered suftdbte Lo be iftr tided• •! •reshane JoApsite, wood fiber/is"i-arturdte Compos M plte, 98 te/C any e. Kling Class B Or C syStemts listed over C-15/32 oa K. • • ��.• board uMet any of the fiofioliri�Class A,8 or t lyRtemS• •• P�4-Yy���'I"Of more Layers of Type G1°GA M S Ply 4°or°GAFGLAS t effect tete ra3".The use of 1/2 ia-min gypsum board is s r ainadation r far i'"Wac ou overver C-15/32 decks. a-. raPP IETYR r43•GAFGLAS Kfifi al Surbad Cap Sheer,het mopped. gl been min 3/4 in. pM-w boor . �� • • Instf=3-1/2 uta imp (P�ite/fosin paper/polystyrene/perltte; is.6 In411a1i0a:(ibKidPa!): One or more layers pedi>p; resod fibgC lass hsr beard ill the f6aWfig CWS A.•1 or Z. ' •' qtr•i? Januraq urethaft peditefli pfluraf m 66mpoait� pa te/ urdhane co$lposite, vroad fiber(isocyanurdte COMP ite, pbenefit; any of ztm RA "W-1ERiP Upered Isothi m Re and °GAi:TEIAP •••thickmess. t for MY �aarir.Lz insulation in any of the f�Sheep Two or more layers of Type Q.G2 or G3.Abdaaamfti Class A,n and C. •:• : : :�_ •one er more Layers of"Ruberoid Torch°(smooth or gm or or alit,for use with organic and glass felts or modified bitemLeii' • : '"R4b4 d ld 4oppwe(grsaule�))'°R°haloid MsP°(amootlL or granul€) or Char A .:. : •: •CIP SimWGAFQLAS Minetal Surfaced Cap Sheeeta,hot'mapped. ISS "IAMB MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMIMSTRATION DMSION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Eagle Roofing Products LLC 1575 East C.R.470 Sumterville,FL 33585 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (in Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Malibu Concrete 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 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. so This NOA renews NOA No.15-0223.19;na cvn*1isJs of baggs 1 through 7. The submitted documentation was revtevjeA py 6#9pdr 1 Rw&iguez. • ;, • •' .. • •• NOA No.:16-0314.07 MIAMaDADECOUNT1f •• • Expiration Date: 10/05/21 •• ov Approval Date: 06/16/16 +++ • • • • ••• • ; Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category Roofing Sub Category: Roofing Tiles Material: Concrete 1.SCOPE: This approves a system using Eagle Roofing Products Malibu Concrete Roof Tile, as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For use in locations where the pressure requirements, as determined by applicable Building Code, do 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 Applicant Dimensions Specifications Description Malibu Concrete Tile Lenght= 17" TAS 112 Low profile, interlocking,high pressure extruded Width= 12 %2' Type lb concrete roof tile equipped with three nail hole Thickness=%Z" Class III and double roll ribs. For direct deck or battened nail-on,mortar or adhesive set applications. Trim Pieces Lenght=varies TAS 112 Accessory trim,concrete roof pieces for use at Width=varies hips,rakes,ridges and valley terminations. varying thickness Manufactured for each tile profile. 2.1 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Revort Date PRI Construction PR106178 TAS 112 08/23/06 Materials Technologies Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102&TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix 11 TAS 108(Nail-On) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs.smooth shank nails The Center for Applied 94-060B Static Uplift Testing March, 1994 Engineering,Inc. TAS 101 (Adhesive Set) .. ... . . j .. The Center for Applied 94-084 :• Su4c:;jVi j e4mg May 1994 Engineering,Inc. ••• ••�T� 101Mdar Set) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 •.. TAS I Q§•(Mortar Se t)• • • • • . .• • . . • • • • • • NOA No.:16-0314.07 MIAMI•DADECOUNTY • Expiration Date: 10/05/21 APPROVED Approval Date: 06/16/16 • • ' ' ' "' • • Page 2 of 7 • • • • • • • • • • •:• :• : • • • •• •• Redland Technologies Letter Dated Aug. Wind Tunnel Testing Aug. 1994 1, 1994 TAS 108(Nail-0n) Professional Service 224-47099 Physical Properties Sept. 1994 Industries,Inc. TAS 112 The Center for Applied 25-7094-1 Static Uplift Testing Oct. 1994 Engineering,Inc. TAS 102 (4"Headlap,Nails,Direct Deck,New Construction) The Center for Applied 25-7094-7 Static Uplift Testing Oct. 1994 Engineering,Inc. TAS 102 (4"Headlap,Nails,Battens) The Center for Applied 25-7094-4 Static Uplift Testing Oct. 1994 Engineering,Inc. TAS 102 (4"Headlap,Nails,Direct Deck, Recover/Reroof) The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-76 TAS 100 The Center for Applied 25-7183-1 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws,Direct Deck) The Center for Applied 25-7183-2 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws,Battens) The Center for Applied 25-7214-2 Static Uplift Testing March, 1995 Engineering,Inc. 25-7214-6 TAS 102 (1 Quik-Drive Screw,Direct Deck) (1 Quik-Drive Screw,Battens) Celotex Corporation 528454-2-1 Static Uplift Testing Sep. 1998 Testing Services 520109-2 TAS 101 Dec. 1998 Walker Engineering,Inc. Evaluation Two Patty Adhesive Set System April 1999 Calculations Walker Engineering,Inc. Evaluation 25-7183 March 1995 Calculations Walker Engineering,Inc. Evaluation 25-7094 February 1996 Calculations Walker Engineering,Inc. Evaluation 25-7496 April 1996 Calculations Walker Engineering,Inc. Evaluation 25-7584 December 1996 Calculations 25-7804b-8 25-7804-4&5 .. ... F5-784$-4 .. Walker Engineering,Inc. Calculations 4reaininic U*IttWier Sep.2006 Walker Engineering,Inc. Calculations Restoring 1Vlomentbue 18 Gravity Sep.2006 ATL of South Florida RT1211.03-15 �•� .:. T0$ 112• ••, 12/17/15 . . .. . . ..' ;' • : 0 ' NOA No.:16-0314.07 MIAMNQADE COUNTY 000 •• • . Expiration Date: 10/05/21 Approval Date: 06/16/16 •�� • ' ' • ••• • • Page 3of7 ... . . . 0% :. .. 3. LEMTATIONS: 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 shall be 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 Miami-Dade County Product Control Section 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 Malibu Concrete 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) Malibu Tile 9.5 1.417 1.04 Table 2: Aerod namic Multipliers - ft3 Tile ;L(ft3) I(ft3) Profile Batten Application Direct Deck Application Malibu Tile 0.305 0.282 Table 3: Restoring Moments due to Gravity-M ft-Ib Tile 3":12" 4":12" 5":12" 6":12" 7":12" or greater Profile Malibu Tile Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Deck Deck Deck Deck Deck 6.30 6.65 6.21 6.54 6.08 6.41 5.93 6.25 5.77 6.08 • . . .. ... . . . . . .. . . . . • . ..• . ..• . ..• . . . • • • • . ..' ;' ••• 0• : : :. NOA No.:16-0314.07 MU4MbDADE COUNTY • • Expiration Date: 10/05/21 • . Approval Date: 06/16/16 ••• ' ' . 000 • • Page 4 of 7 • o • . • .. .. . . .. .. ... . . . 0 .. . 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. 19132" plywood) Malibu Tile 2-10d Ring Shank Nails 27.8 37.4 28.8 1-10d Smooth or Screw 8.8 11.8 4.1 Shank Nail 2-10d Smooth or Screw 16.4 21.9 7.1 Shank Nails 1 #8 Screw 25.8 25.8 22.9 2#8 Screw 47.1 47.1 49.1 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip) 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' 1 43.0 67.5 50.9 1 Installation with a 4"tile headlap and fasteners are located a min.of 2%"from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Malibu Tile Adhesivez 26.13 2 See manufactures component approval for installation requirements. 3 The Dow Chemical Company TileBond Average weight per patty 11.4 grams. ICP Adhesives Polyset@)AH-160.Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Single Patty Adhesive Set S tems Tile Tile Application Minimum Attachment Resistance Profile Malibu Tile ICP Adhesives Polyset@)AH-160 86.614 ICP Adhesives Polyset®AH-160 45.55 4 Large paddy placement of 54grams of ICP Adhesives Polyset®AH-160. 5 Medium paddy placement of 24grams of ICP Adhesives Polyset®AH-160. Table 7: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mortar Set System Tile Tile Attachment Profile A •licat;oh : .'. : .•• Resistance Malibu Tile MO► a�Spt •: 00 20.60 1 Tile-Tite Roof Tile Mortar. ... .. . . •• . .. ' ;. ; ; NOA No.:16-0314.07 MIAM4DADE COUNTY • Expiration Date: 10/05/21 APPROVED I Approval Date: 06/16/16 0:0 • • • • ... • • Page 5 of 7 see 0 • • • • .. • • :. 00 : • • • . • • •• 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". EAiiLLE 'Oft 0 FLoRIDA (LOCATED ON UNDERSIDE OF TILE) OR EAGLE FL (LOCATED ON FRONTSIDE OF TILE) MALIBU CONCRETE ROOF TILE LABEL,SUMMERVILLE PLANT 000: .0 •:• 000 •:• 000 :0 :• • 0•0 :• NOA No.:16-0314.07 CMMMIM-D�ADEWMNTY Expiration Date: 10/05/21 Approval Date: 06/16/16 ••• • • • • ••• • Page 6of7 • • • • • • • • • • 6. BUILDING PERma 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 AHJ or applicable Building Code in order to properly evaluate the installation of this system. PROFILE DRAWING MAIL HOLEIN, 1 It " MALIBU CONCRETE ROOF TILE END OF THIS ACCEPTANCE .. ... . . . . . .. • ... •• ':0 NOA No.:16-0314.07 MtAMh�►oe couMr�r Expiration Date: 10/05/21 APPROVEDApproval Date: 06/16/16 ••• • • • • ... • • Page 7of7 �� � ��� MIAMI-DADE COUNTY 1, tPRODUCT CONTROL SECTION '` 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/economy ICP Adhesives and Sealants,Inc. 12505 NW 44o'Street Coral Springs,FL.33065 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: ICP Adhesives Polyset®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. . .. This NOA revises NOA 14-0805.01 and consists.of pa*.es.J,.tl-10. . 1J. .. The submitted documentation was reviewed by 1�lex6Zg0rz( • • ••• • • • •• ••• •• • • • •• • �~ :6 NOA No.: 16-0315.01 • • MIAMI•DADE couNTM '.. : . '• ; Expiration Date: 05/10/17 ••• i•i •• i• ••• i• Approval Date:04/07/16 Page 1 of 11 ••. . • • •• •• •.• . .. .• ... . . ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset"AH-160 as manufactured by ICP Adhesives and Sealants,Inc.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 ICP Adhesives Polyset"AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications ICP Adhesives N/A TAS 101 Two component polyurethane foam adhesive Polyset®AH-160 ICP Adhesives Foam N/A Dispensing Equipment Dispenser RTF1000 ICP Adhesives ProPack® N/A Dispensing Equipment 30& 100 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 ICP Adhesives Polyset®AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Prove Test Results Density ASTM D 1622 1.6 lbs./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 Lbs./Ft' 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 @1580F., 100%Humidity,2 •• ••• •4vaekl •• Closed Cell Content A9TM Dg8f6; %64/e: •.• 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 •.. •.. see .•• NOA No.: 16-0315.01 MIAMI•DADE C •• • • • • Expiration Date: 05/10/17 OUNTY • • • • • • • ..• :• •• :. •.. :. Approval Date:04/07/16 Page 2 of 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 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[1] 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 LIMITATIONS: 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset'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 ICP Adhesives Polyset®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 61 G20-3 of the Florida Administrative Code. .. ... . . . . . .. . .. . . . . ... . •• ••• •• • • • •• .0. 0:0 .•. Or .'. ':' NOA No.: 16-0315.01 MIAMI-DADS COUNTY 0.: : • 0. : . : : : Expiration Date: 05/10/17 ' ••' •' Approval Date:04/07/16 Page 3 of 11 ••• • . . . ••• . . • • • • • • • • • • • •• •• • • • •• •• INSTALLATION: 1. ICP Adhesives Polyset'AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset®AH-160. 2. ICP Adhesives Polyset®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 ICP Adhesives Polyset®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. ICP Adhesives Polyset®AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and ICP Adhesives and Sealants,Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by ICP Adhesives and Sealants,Inc.ICP Adhesives and Sealants,Inc.shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives 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. ICP Adhesives Polyset®AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF 1000 or ICP Adhesives ProPack®30& 100 dispensing equipment only. 7. ICP Adhesives Polyset®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 ICP Adhesives Polyset®AH-160 has been dispensed. 9. ICP Adhesives Polyset®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. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. •� �•� ��• NOA No.: 16-0315.01 M1AMPDADEco=UNn �.: : . '. ; ; ; ; Expiration Date: -0310/17 •• •• :• Approval Date:04/07/16 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 All Eave Course 17-23 sq.inches 45-65 Profiles Flat,Low,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 65-70 sq.inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint 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. M"VDADE COUNTY �F_119;011411 BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. .. ... . . . . . .. .. . . . . ••• . .. ... .. . . . .. • ••• ••• 000 Or NOA No.: 16-0315.01 CDADE COUNTY ••i i •e i i i Expiration Date: 05/10/17 • ••• •• •• ••• :• Approval Date:04/07/16 Page 5 of 11 .•• . . • • ••• • • • • . • • • • . . . ADHESIVE PLACEMENT DETAIL# 1 k camata Flat/Low Profile Tile ti, 1. 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 strengthening rib closest to the overlock '®1 -... of the tile being set. 2. Continue in same manner.Insure approximately 17 (109.7 cm2)—23 (148.4 cm2)square inch adhesive contact with the underside of the tile. �►2 � E.xo CI•wa�_ T' Wail u+ ►► Medium Profile/ Double Pan Tile mig '4 1. 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. 2. Continue in same manner. Insure approximately 17 Optimal ;, 1 (109.7 cm2)—23(148.4 cm2)square inch adhesive contact with the underside of the tile. Fesda LWO COU �.ue10. Shplow0cHigh Profile/Single Pan Tile ;o�en►equ�redE � ''�. ---r`rra� eta'nt�c � R" �>~ 1. 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 the closest to the �'� ti'" •d ,t overlock of the tile being set. �� � `� � ; Anne" ,,,� � ., ... ���ao� 2. Continue in same manner.Insure approximately 17 (109.7 cm2)—23(148.4 cm2)square inch adhesive contact with the underside of the tile. `` -- F Ali° • • • • • ••• • 1�he, � � '�`��"'Orl •��i i i ••i ••• i i ••• • 0:0 • 0:0 •0 .•• NOA No.: 16-0315.01 MIAMhDADE COUNTY ••: : • •. : . : : : Expiration Date: 05/10/17 ,...s ••• �• i•• i• ••• �• Approval Date:04/07/16 Page 6 of 11 ••• . • . . •.. . . • . • • . • • . • . • .. •• • . • .. .• •.. • . . •.. . . ADHESIVE PLACEMENT DETAIL#2 ha�eyhysic wmvn! Pwdlp Flat/Low Profile Tile (vbm mequimd) 1. 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 strengthening rib of the tile closest to the overlook of RN, �. the tile being set.Insure approximately 17(109.7 cml) 23(148.4 cm2)square inch adhesive contact with the Fivaceum �r �� underside of the tile. 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 underlayment positioned as shown under the strengthening rib closest to the overlock of the tile oo --- being set. 3. Continue in same manner.Insure approximately 10" (64.5 cm)- 12(77.4 cm2)square inch adhesive contact with the underside of the tile. NMI thromah pbak mmew Medium Profile/Double Pan Tile 4wwhm eequirkIl ° "`�� �d��ue .•m►tu 1. 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 the being set. Insure approximately 17(109.7 cm2)— '� a in. 23(148.4 cm2)square inch adhesive contact with the underside of the tile. 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 _{ r underlayment positioned as shown under the pan U... + 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 cm2)square inch adhesive contact with the underside of the tile. (Instructions continued on next page) .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. ••• ••• ••• •�• ••• •:• NOA No.: 16-0315.01 MIAMI•DADECOUNTY ••: : . •. : . : : : Expiration Date: 05/10/17 ® • •• •• •• Approval Date:04/07/16 •• • •.• • • Page 7 of 11 ... . . . . Or . . • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ADHESIVE PLACEMENT DETAIL#2(CONTINUED) 1 High Profile/Single Pan Tile RoddyMWW"hVl•1 1. 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 lie *�•, pan portion of the tile closest to the overlock of the the being set.Insure approximately 17(109.7 cm2)— �'�` 23(148.4 cm2)square inch adhesive contact with the L=efis underside of the tile. 2. At the second course apply a minimum 2"(50.8mm) E. "�;e NQ -f,sda x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the vrunderlayment positioned as shown under the pan loin, ,4 � 2W �`'� aodown portion of the the closest to the Overlock of the the -"` being set. 3. Continue in same manner.Insure approximately 17" (109.7 cm2)- 19(122.6 cm2)square inch adhesive contact with the underside of the tile. .• ••• . . . . . .. . .. . . . . ... . •• ••• •• • • • •• ••• ••• •Y• •�• ••• •:• NOA No.: 16-0315.01 M1AMI-DADE COUNTY •• i • •• i • i i : Expiration Date: 05/10/17 �Fjg..s ••• •• ••• •• ••• .• Approval Date:04/07/16 Page 8 of 11 • • . • • • • • . • ADHESIVE PLACEMENT DETAIL#3 f" aeoem Chu tiles] 1wheft 1. On the eave course only,apply a minimum 2"(50.8 mm)x 10" (254 mm)x 1" (25.4 mm)foam paddy ° r (wkder We) onto the underlayment positioned as shown,under the strengthening rib for flat tile or under the pan cau tap a1>i;le 4' portion of the tile for low or high profile tile closest 4:ahu to the overlock of the tile being set.Leave approximately 4"(10 1.6 mm)up from the eave dutu edge free of foam to prevent the expanded adhesive •n mot `a`2:a Cn ` ' • �,! from blocking the weep holes. Insure • '�, approximately 17-23 int(109.7-148.4 cm2)of tom adhesive contact with the underside of the file 21M 2. Apply a 4"(101.6 mm)x 4" (101.6 mm)x 1" (25.4 mm)foam paddy onto the underlayment just below FlatkowPraflleTile the second course line positioned foam paddy under the strengthening rib for flat tile,or under the [when uut ate r t©e pan portion of the tile,closest to the underlock for €+ir1a�req�rlre� Pavymeztrantoes1 the second course tile to be installed. Insure approximately 8-9 int(51.6-58.1 cm2)of adhesive Baum 'tundertilel contact with the underside of the tile. j (Instructions continued on next page) 2=4iA . paftou t06u ' -, 211. '_ 1, Eawe6ewre Ewe Course Fasda Mentum PratileTlle • •• • • • • ••• • 000 •• ••• •• • • • •• 4:6 • • a• 000 •`• NOA No.: 16-0315.01 • • IAM . • • • Expiration Date: 05/10/17 Ul MI•DADE COUNTY •• • • • • • • • u • •• • •• • • •• Approval Date:04/07/16 Page 9 of 11 • . • .•• . • • •• •• • • • •• •• ADHESIVE PLACEMENT DETAIL#3(CONTINUED) Nail tluoagh plastic 2 paddy user We ifrher►requkeQ 3. Also apply a 2" (50.8 mm)x 4"(101.6 mm)x%" (19 mm)paddy on top of the eave course tile Battens •� Pad (md"tuo surface as shown,on top of the strengthening rib °moil+ for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. CM E Install second course of tile.Insure approximately baa,, , 9(58.1 cm2)- 11 (71cm2)square inch adhesive Fx8 � contact with the underside of the tile at the overlap -� and 7(45.2 cm2)-9(58.1 cm2)square inch =ale . adhesive contact with the underside of the the at the head of the tile.Continue in same manner. C afe da Weeph©le t®aL ,Fa,. Eare dome L1Wp edge High Pm ileT`Oe • ••• • ••• • ••• ' ' • • • • • • NOA No.: 16-0315.01 MIAMNDADE CQUNTY ••i i • •• i • i i : Expiration Date: 05/10/17 •' • ••• • • • Approval Date:04/07/16 Page 10 of 11 • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1. Starting at the eave course,apply a minimum 2" contact Placa enough adhesive to achieve 64 to 70 sq.In. Steep phch red)ed) (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam tions In act with thee pan tile. (when required) \ 2)Turn covers upside down.Place adhesive In paddy onto the underlayment positioned as tot In.from outside edge of covertishown under two adjacent pan tiles. Support eave Then install the tile.Ensure 20 to 2ssq.hn.contact area. J° tiles from rocking until adhesive has a chance to undedayment cure. ° 2. Continue in same manner bringing two pann. courses up toward the ridge.Insure - approximately 65(419.4 cm2)-70(451.6 cm2) square inch adhesive contact with the underside •" •-�') sheathing of the pan tile. Eave closure (motarshown) 3. Turn covers upside down exposing the underside Weephole Fascia Board of the tile.Apply a minimum 1"(25.4 mm)x 10" (254 mm)bead of adhesive directly on the inner Remove top portion ofthe esus course cover tft Abut to second course of edge of each side of the cover tile.Leave pan film.Ensure eave end of pan and cover tiles are flush at eave Ihre. 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 pan rile course.Insure a minimum of 20(129 cm2)-25(161.3 cm2)square inch contact area on each side of the cover rile 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 .• ••• . . • . . .. . ..• .. • • . . . . . . . ... . 606 ...• . . • .. ..• •. .. .. • ••• • a•• • ••• NOA No.: 16-0315.01 MIAMI-DARECOUNTY •: i • •• i • i : : Expiration Date: 05/10/17 �Wjuyas t ••• •• ••• • ••• i• Approval Date:04/07/16 Page 11 of 11 ••• • • • ••• • • Miami Shores Village ; 10050 N.E.2nd Avenue NES FIA •••• Miami Shores,FL 33138-0000 `z Phone: (305)7952204 Expiration: 04/11/2017 a�<.n •;•arin. Project Address Parcel Number Applicant 1460 NE 102 Street 1132050240250 GLENWOOD AND JEANNE EKLI Miami Shores, FL Block: Lot: Owner Information Address Phone Cell GLENWOOD AND JEANNE EKLUND 1460 NE 102 ST (305)758-9095 MIAMI SHORES FL 33138-2622 Contractor(s) Phone Cell Phone Valuation: $ 27,740.00 AAA ROOFING SERVICES INC (561)883-3176 Total Sq Feet: 4700 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF FLAT AND TILE Inspection Type: Classification:Residential Tin Cap Scanning:3 Final Roof Review Roof Roof in Progress Renailing Affidavit Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $16.80 Invoice# RF-10-16-61622 DBPR Fee $5.25 10/13/2016 Check#:1956 $414.30 $0.00 DCA Fee $5.25 Education Surcharge $5.60 Permit Fee-New Roof $350.00 Scanning Fee $9.00 Technology Fee $22.40 Total: $414.30 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zonin =Tizth orize the above-named contractor to do the work stated. October 13,2016 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy October 13,2016 1