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RF-16-1751 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number. INSP-261645 PermitNumber: RF-6-16-1751 Scheduled Inspection Date: October 11,2016 Permit Type: Roof Inspector. Mesa, Michel Inspection Type: Final Roof Owner ZAMOR,ETZER Work Classification: Tile Job Address:45 NE 104 Street Miami Shores,FL 33138- Phone Number (305)751-8604 Parcel Number 1121360120050 Project: <NONE> Contractor. ACEBO ROOFING CORP Phone: 305.685.2534 Building DePartmerd Comments REROOF RESIDENCE SLOPE ROOF WITH TILES oFirso Comin INSPECTOR COIN NTS False Inspector Comments Passed Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-Inspection fee is paid 3 October 07,2016 For Inspections please call: (305)7624949 Page 4 of 10 a TAS 106 TEST RESULTS REPORT GENERAL INFORMATION Testing Agency Name: A+ Engineering Testing Lab, LLC. Certification No. 16-0413.03 Address: 7066 SW 44 St Miami F133155 Telephone: 305-668-5792 Fax: 786-513-3754 Email: aolusetl(u,vahoo.com Representative Name: Eng. JAIME REYES Title: P.E# 71460 SITE SPECIFIC. INFORMATION Roofing Contractor: ACEBO ROOFING CORP Permit#: RF-6-16-17 Job Address: 45 NE 104 ST,MIAMI SHORES,FLORIDA Contact. Name: MADELINE PH: 305-685-2534 Owners Name: ETZER ZA]VIAR Type of Tile: BORAL SAXONY 900 Date Installed: Roof Height: 10 feet Roof Pitch: 3/12 Job Access: LADDER Gate: NO Approximate Square Footage of Roof: 34.58 ft 2 Date Tested: 09/14/16 Required Testing Force: 35 LBS Testing Equipment: NU-100,S-3741465 TEST LOCATION PASS FAIL CORNER 8 - PERIMETER 21 - RIDGE 13 - FIELD 24 - TOTAL: 66 - cA��4©���illllUBNppB��� �0 is IP� J�r pA�9 m RANC HE F PROTOCOL PA 106,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. $�0 ORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY,WITH NO DEVIATIONS it&� 1°IS D IN CASE OF NATURAL DISASTERS. a s A+ En ing eering Testing Lab ROOF DIAGRAM 45 NE 104 ST, MIAMI SHORES, FLORIDA 9 10 0 43 31 29 44 11 45 32 46 28 3 47 12 50 4 48 27 49 13 3 51 �5 14 26 52 23 24 25 15 56 55 54 8 22 42 57 58 �6 53 21 66 39 38 37 16 20 40 6541 64 62 59 4 7 19 63 61 60 6 18 17 5 7066 SW 44 St Miami F133155 PH: 305-668-5792, Fax: 786-513-3754. aplusetl@yahoo.com 1 �A 3 ,sns ,t Miami Shores Village 10050 N.E.2nd Avenue NE *) •'" Miami Shores,FL 33138-0000 1 F � Phone: (305)795-2204 ,. Expiration: 12/27/2016 Project Address Parcel Number Applicant 45 NE 104 Street 1121360120050 Miami Shores, FL 33138- Block: Lot: ETZERZAMOR Owner Information Address Phone Cell ETZER ZAMOR 45 NE 104 ST (305)751-8604 MIAMI SHORES FL 33138-2026 Contractor(s) Phone Cell Phone Valuation: $ 23,600.00 ACEBO ROOFING CORP 305-685-2534 M._ Total Sq Feet: 3458 Type of Work:Re Roof Available Inspections: Additional Info:REROOF RESIDENCE SLOPE ROOF WITH TI 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-6-16-60312 CCF $14.40 06/30/2016 Check#:26382 $832.16 $50.00 DBPR Fee $4.88 DCA Fee $4.88 06/23/2016 Check#:26372 $50.00 $0.00 Education Surcharge $4.80 Bond#:3128 Permit Fee-New Roof $325.00 Scanning Fee $9.00 Technology Fee $19.20 Total: $882.16 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 zoning. Futhermore,I authorize the above-named contractor to do the work stated. 2>—- � June 30, 2016 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy June 30,2016 1 Miami Shores Village - Building Department JUN 2.3 2816 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 , I Tel:(305)795-2204 Fax:(305)756-8972 Bonding Company's Name(if applicable) N/A Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) N/A 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$2500, the applicant must promise In good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first Inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OW /r AGENT 0*0NTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 3-J(L— ,20 t_�e by day of 20 cP by who is ersonally known tom® who i personally known ko me or who has produced as me or who has produced as identification and who d t �a�,oath. PAOLA BASSI identification and who did take an oath. NOTARY PUBLIC: *.°ANotary Public-State of Florida NOTARY PUBLIC: Commission#FF 968918 , My Comm.Expires Mar 13,2020 Sign: Si Print: Print: r PAOLA BAS;i 7:10g Seal: a��;� Seal: ° Notary Public-L14 State of Florida= Notary Public Statt a i,��a oma= Commission#FF 966918Commission #FF •My Camm si # My Comm.Expires Mar 13,2020 fir• APPROVED BY Plans Examiner Zoning Structural Review Clerk (ReAsed02/24/2014) Jun 23 2016 7: 14RM HP LRSERJET FAX 3056875526 P. 1 J»270 f;*,.a3" :•°2-. (W$�"ciy_^- iC :Bt _ ""ia'�d'�:r';1 -t�::: '.fit^.F:,:.x..,.,. •.+..ax.^ - . C�•W' r"t ?''s�k .Yli`�� ' .r -:3 u'' �"e',,Ly�'szr° ° � �`i.;� �� `�'` t•c. ' �:.g'�s�?�er'''"�e' "�•3`..'?'1;.eM.^'�.yam ��•2i. .,.:,u�t .r ip:F��',%z` .�;ma�'��+1, sG•� :{'•��'� ~�S� - '• ~:•Si.,SN.z`2�yYttJ,��u.t.'�.3�'�`:.,�f:. �t'b.'e�L"i�. :a,.:�j. _ .:;:. .^.yf .•:. isr'. y JS'•>,`aT1;•..s.,;, :2 ry;a•; �.. J�3Pc GI d: ,,.. _>:f:7i :--e:r.. %3 ,. '•��-'" ;. YC' i7 .. .r'°•lS is> r' ;i..:: .=.w�...t^...Q�,`.�t�.�..� 1. 'tl'S: ..;t'i ..I�.<...,.. , <N••=>'. , K. OWN t• �.r:"".'+f,r FlNG CORP sac. i' .. 198 SP ALTY R Y"[:'<`�•..,n.,'t•!:r-_? .i::Y r'yi s's_�-8r:.:.•: .�r< '"•'`'_. :� .Q`.'�..'y.rYr l:. r.. ..a:'bPAY YTMAXii RLELG1Q • .ArCQ45. g13/ C3/•/ /1+�g ; <L'HECK24-15-090725 F r�8 �� ma P• B Ha es Tax Tha R .: : i nol a tease, a"is require - to hie aP 9ovokmentai NO.a46it$slnaW be '�•-a,_ d an all re al tea-NI a ' tr a _Jun 23 2016 7: 14AM HP LASERJET FAX 3056075526 p. 3 ACEBO-1 OP ID:OA CERTIFICATE OF LIABILITY INSURANCE DA061r1W20 6 s/2o1 s THIS,CERTIFICATE 13 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIR116ATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT. If the certificate holder is an ADDITIONAL INSURED,the pollcy(les)must be endorsed. M SUBROGATION 1S WAIVED,st.Mect to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the cartiticale holder In Ileu of such ondoreement s. PRODUCER TUT Insurance Marketing Center Insurance Markafti;Center NE 3pS��3-14gg ,�.305492-3128 2600 N.W.78th Ave.Mill Miami FL 33122 In IMCdoral.com Marla W Padron MtetIRE S AFFORDLNe coveRAoE NAIc• waUNERA:Arah Speciality Iris.Co. INSURED Acebo Roofing Corp INSURER 5: 43091 E 10 tit Lane Hialeah,FL 33013 INSURER c INSURER D: INSURER E IN COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTVATHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POUCIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TrPE OF w0URANcE NUMBER LaAtrs GENERALLIAE9UTI EACH OCCURRENCE $ 1,000,00 A X COMMERCALOMERALLIABILITY G1.00088"ll 06119/2018 06118/2017 PR M, $ 100,0001 CLAIMS-WN Q O=UR MED orn Q4V ogre ) $ 6,0001 PERSONAL&ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 24,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AOG $ 1,000,00 X1 POLI P LOCI $ AUTOMCe1LE LIAMUM I A.AUTO BODILY INJURY(Per person) S ALL ED A���pULED BODILY INJURY(Per amme:t) S AUTOSHIREDUTOS AUTOSWMED I AGE $ S UNDIRELLA LIAROCG JR EACH C XURRENCE S MWESS 1JAa C,A,�g,MADE AGGREQATE S HCIED RETENTION 6S V COAW0 TIONOTH- AND®SPLCYERa'LIABR.ITY ANY PROPRIETCRIPARTNERM-)(MUTIVE Ya MIA E.L.EACH ACCIDENT S CFFICERAARIABER EXCLUDED? "ar dmorykk� E L.ORMASE.EA EMPLOYEE S IP TION Ti S El.DISEASE-POLICY L(MIT II WACRVFWN OF OPERATIONS I LOCATION13 J VEWAJM IAtboh ACORD 101,AddWoml RmRarke Sehedula,trmore"06 b rr qukrA iaq ooatxaattsr. CERTIFICATE HOLDER CANCE TION MIASH-1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANC ELLED BEFORE THE EWIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN MIAMI SHORES VILLAGG ACCORDANCE WITH THE POLICY PROVISION& Building Department 10060 NE 2ND AVENUE _H°1R�O R>a aENrAr�E MIAMI SHORES,FL 33138 a , ®1998-2010 ACORD CORPORATION. All rights reserved. ACORD 26(2010106) The ACORD name and logo are registered marks of ACORD Jun 23 2016 7: 14AM HP LASERJET FAX 3056875526 p. 2 'v5;A'j 1 CERTIFICATE OF LIABILITY INSURANCE DATE pINrDONYYY)1 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: f fhe cer8tleats holder 18 an ADDITIONAL INSURED,the policy(les)nuat be endorsed.if SUBROGATION IS WAIVED,sub)ectto the temm end conditions Of the policy,cwWn policies may require an wxbmomenL A ataternont on this certitloats doss not confer rights to the certificate holder in Ileu of eloh endomemeago PRODUCER COWACT NAME: PHONE LAC,NO.E*: I-OW"4620 3r4800 Ff7271797-0704 FmnkCrum InsurArm Agency,Inc. EMAIL ADDRESS: 100 South MIsBOUd Avenl10 thISIUMNIR APFORDINO COVERAGE NAI= Clearwater FL 33788 Frank Winston Cram Insurance 11600 INSURED INSURER B: INSURER C FRANKCRUM LICIF ACE80 ROOFING CORP. INSURER D: IOD SOUTH MISSOURI AVENUE INSURER E: CLEARWAM.FL mINSURER F: COVERAGES CERTIFICATE NUMBER: 347588 REVISION NUMBER: THIS 0 TO CERTIPY THAT THE POLICIES OF INSURANCE USTED SMOW HAV B BEEN ISSUHO TO THE INSURED NAME ABOVE FORTHE POLICY PERIOD INDICAT@D. NOTWMI117AIRDINti ANY REQUIREM1EW,TE MI ON CONDITION OF ANY CONTRACTOR OTHER DOCUWNT WITH RESPECT TO WHitdt THIS CERTIFICATE MAY BE ISSUED OR MAY IFERT MA. BEINBURANCE BI RENO PAID DB POLICIES,DE8t�D HEREIN W SUBJECT TO ALL THE TERNS.EXCWBIONS AND CONDITIONS OF SUCH POLICIES.LMU SHOWN OUR TIYPE OF INSUAANCB ADDL SURR POLICY NDMaER POLIMEFF Pouav BIW LTR on= VND OERBRAL LULBWW EACH OCCURRENCB g CO/DIIIRCJAL OENERft LMBWTY D"mmmTo RBNTM g OLNLNFII0.DE =OCCUR MEOEXP(Anya.sper�+} i PBRBDNAL&ADVINAIRY i OENERALAOOR@OATE i 4WLA1GG1WM7ELRBrAPF=PE14 PROCUOT840MROPA00 $ F oucyF7PAO ecr Loc i AUTOMOBILE LIAMUrr OOh=a1NOLEUWT i ANY ALTO GODLY"Ry , e i ALLOk� ac"mlg.® AUT08 AUTOS BODILY KMRY 9M aoaidert i HBW ALROa NO PROPERTY 0AMA08 i i UMMUAUAB OCCUR RAS OMMEME Exom L" AdOREOATE 8 CED I IRMWMM g A V C�TMAMD YM VYC201800000 01/01/2018 01101/1017 x �$off k � CExmFxLamw Q N/A 9L.EACH A40110101T (Ba�atey ION" Nyee.da 2U Imdat DESCPIPMN OFOPBMTIOHB below DESCRIPTION OF OPERATIONS/LOCATIONS f VEIOCLES(Attach ACORD 101.Addtlonsl RaDodm,8ohedLo%H man eWu la roquuva) EFFECTIVE 12131/2003,COVERAGE IS FOR 100%OF THE EMPLOYEES OF FRANKCRUM LEASED TO ACEBO ROOFING CORP.(CLIENT)FOR WHOM THE CLIENT IS REPORTING HOURS TO FRANKCRUM.COVERAGE IS NOT EXTENDED TO STATUTORY EMPLOYEES.(CLIENT REFERENCE LICENSE NUMBER:#CCC058112) CERTWWATE HOLDER CAN TION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED EEFORE THE EXPIRATION DATE THEREOF.NOTICE VVILL BE DELIVERED IN ACCORDANCE{ATH THE POLICY PROVISIONS. MIAMI SHORES VILLAGE BLDG.DEPT. AWnfORIZEDREMPENTATIVE 10050 NE 2ND AVE MIAMI SHORES,FL 3313"M2 019W2010 ACORD CORPORATION.All rights mwvi d. ACORD.TB(4010108) The ACORD name and logo are regietwed waft of ACORD a Z �� l 6 — ��-SI ROOF ASS BL 5ITl0 ." ,,,,a CTUAES JUN 2.3 2016 Florida Building Code 5th Edition(2014) @ High-Velocity Hurricane Zone Uniform Permit Applicopy 0 ! Section A(General Information) @ Master Permit No. Process No. @ Contractor's Name �� ®��- --� vo @ ROOF CATEGORY f iw O Mechanically Fastened Tile t)II' Morar/Adhesio®Set Tiles ] As Stir gies ❑ Metal Panel/Shingles Wood Shingles/Shakes @ @ 13 Prescriptive BUR-RAS 150 @ ■ e Cl) ROOF TYPE @ ❑ ❑ Repair E3Maintenance M-"Reroofing ❑ Recovering @ i < ROOF SYSTEM INFORMATION ., > k Lov Slop f ea(SF) Steep Sloped Roof AREA(SSF)IiO Total(SF) 5` @ 1 M Section B(Roof Plan) @ c ori PI n:III istrate all levels and sections,roof drains,scuppers,overflow scuppers and overflow drains.Include dimen- 'n ions ec on an levels,clearly identify dimensions of elevated pressure zones and location of parapets. @ @ @ ! @ I @ @ @ @ AJQ1@ @ 11 T @ • . . . . • @ • ..• . . . . 0 . . . 01* @ • •• • •• • @ •• • • • . . • . .. .•• .... . .. .• FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) ••• • • • • ••• • • • • •p•�p�.• • • • 15.37 I ' Copyright to,or licensed by,(CC(ALL RIGHTS RESERVED);&+scd:y Vet p�dA t on in S.p 10$2 :12 AM pursuant to License Agreement.No further reproductions authorized. • 00 •0 * 0 0 00 • 000 0 0 0 000 • • t a • • • • • • • • • • • • •• • • • • • •• • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • � r ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) High-Velocity Hurricane Zone Uniform Permit Application Form 1 1 Section D(Steep Sloped Roof System) 1 Roof 5 �i�Q �-Sc n g 9 c ' System Manufacturer: 1 Notice of Acceptance Number: ®�23.ipc1 Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations): P1: A/ Z'I P1: P1: 1 1 Deck Type: 1 Type Underiayment: 1 R Slope: 1 ' 12 Insulation: �f 1 1 Fire Barrier: a( - Ridge Ventilation? Fastener Type&Spacing: at) Adhesive Type: - - S a- 1 8 Type Cap Sheet: 1 Mean Roof Height: Isy Roof Covering: �� ®��r _� 1 1 Type&Size Drip IV 644e1 Edge: 674r1_V____ 1 1 I .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ••. . . . . . . . . . . . . . • . .• .. . . ...• . .• •• . . . • .. . ... . .. . FLORIDA BUILDING CODE—BUILDING,8th EDITION(2014) 0:0 : : : : 0:0 : : 18.89 Copyright to,or licensed by,CCC(All.RIGMS RESERVED);:mssZ b?Ei o oylun C 2W5 it.32:22 AM pursuant to License Agrecment,No further reproductions authorized. •••• ••• ••• 6.0 •• ••• •• •• •• • t s •• • • • • • ••• •• • ••• • • • • •• • •• • • • •• ••• •• • • ••• • ••• • • • • • • • • • • • • • •• • • • • • •• • •• • ••• • •• • • ••• • • • • ••• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• ROOF ASSEMBLIES AND ROOFTOP STRUCTURES o Florida Building Code 5th Edition(2014) 1 1 High-Velocity Hurricane Zone Uniform Permit Application Form. 1 1 1 Section E(Tile Calculations) For Moment based tile systems,choose either Method 1 or 2.Compare the values for M,with the values from K.If the Mt values 1 are greater than or equal to the Mr values,for each area of the roof,then the the attachment method Is acceptable. 1 1 Method 1 "Moment�Based Tile Calculations Per RAS 127" 1 (P1 .x X d=11_Z)-Mg: j ` =Mr,Y,",-1 Product Approval Mt 1 (P2.U$„dxA !S=Lv3 _Mg:2,97 M�a � Product Approval IVI, 1 (P3id E=31 -M9: =Mi3 l Product Approval i Method 2"Simplified Tile Calculations Per Table Below" 1 Required Moment of Resistance(M,)From Table Below Product Approval Mt 1 M,required Moment Resistance' 1 Mean Roof Height 1 Roof Slope 15' 20' 25' 30' 40' 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 28.4 30.1 31.6 32.8 34.9 1 6:12 26.4 28.0 29.4 30.5 32.4 1 7:12 24A 25.9 27.1 28.2 30.0 1 'Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and 1 Appeals. 1 For Uplift based tile systems use Method 3.Compared the values for F with the values for Fr. If the Fvalues are greater than or 1 equal to the Fr values,for each area of the roof,then the tile attachment method is acceptable. 1 Method 3"Uplift Based Tile Calculations Per RAS 127" 1 (Pi:_x L_- x w:= }-W: x cos 0_=Fr,_ Product Approval F 1 (P2:_x L_= x w:= }-W: x cos 0_=Fa^ Product Approval F' 1 (P3:_x L__`x w:=_)-W:-x cos 0____=Ff3_ Product Approval F 1 1 Where to Obtain Information 1 Description Symbol Where to find 1 design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre-- pared by PE based on ASCE 7 1 Mean Roof Height H Job Site 1 Roof Slope 0 Job Site 1 Aerodynamic Multiplier x Product Approval 1 Restoring Moment due to Gravity Mg Product Approval 1 Attachment Resistance M, Product Approval 1 Required Moment Resistance MB CalcrIated • • • • . . • 1 Minimum Attachment Resistance F Produ%Ap0rDv4 • • • :0: • 1 Required Uplift Resistance F, Caicu ate 1 Average Tile Weight W Product Approval 1 Tile Dimensions L =length W=width Psaduc pproval . . . 1 All calculations must be submitted to the building official at the time of permit appleati;Q. •• • • • 1 • ... . . . . ... . . 15.40 FLORIDA i*ifLDIrIG CQOC J8U%DI%G,Sth-EDITION(2014) iIIII Ilk] 1 1 Copyright to,or licensed by.TCC(ALL RIGHTS RESERVED);ae a url laimr FU to on Jun 8,4016 10 62:12 AM pursuant to License Agreement.No further reproductions authorized, •••• 0• ••• 0.0 •• •••• ••• 0: I � •• • • • • • ••• •• • ••• • • • • •• • •• • • • •• ••• •• • • ••• • ••• • • • • • • • • • • • • • •• • • • • • •• • •• • ••• • •• • • ••• • • • • ••• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• yg� SECTION 1524 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope.As it pertains 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 of the industry for roofing system installations.Additionally,the following items should be addressed as part of the agreement between the owner ant the contractor.The owner's initial in the designated space indicates that the item has been explained. 2. Renailing wood decks:When replacing roofing,the existing wood roof deck may have to ti�enb enailed in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior to removing the existing roof system). 4. _Exposed Ceiling: Exposed,open beam ceilings are where the underside of the roof decking can be viewed from below.The owner may wish to maintain the architectural appearance;therefore, roofing nail penetration of the underside of the decking may not be acceptable.This provides the option of maintaining the appearance. 6. Overflow scuppers(wall outlets): It is required that rainwater flows off so that the roof is W=rloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 ajo R4413. Owne*enoignaturP Date Contractor Sig re D e e/Ss AJ 10 V��r Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; . .. . . . . ... . .. ... .. . . . .. . ... . ... . . . . . . . . . . . . .. . . . . . .. . . .. . . . • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • t � • ••• • • • • •• • •• • • • •• ••• •• • • ••• • ••• • • • • • • • • • • • • • •• • • • • • :06 000 Soo • • ••• • • • • ••• • • • • • •• • • • • •• • • • ••••• • • • ••• • 0 0 000 SORES `51Kc 1932 yMiamiIn AV shores 11VOillage ` •pan N111Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 LOA`gpA> Tel: (305) 795.2204 Fax: (305) 756.8972 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT 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: ����� Z�O/P' Property Address: ` Roofing Permit Number: Dear Buildjlg OGfflipial: I 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-w adopted b the Florida Building Commission by Rule 9B-3.047 F.A.C. of Signature Print Name State of Florida County of Dade The undersigned,being the first duly sworn,deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this — day of 4 �. . . Z0� Notary Public, Sate of Florida at Larg _ . ... . ... . . PAOLA BASSI • a • • • • • • • • (SEAL) �a° s Notary Pubic-State of F • •• • • • • • •• • • �$ Commissioe#FF W918 • •• • o • • • • •• • ••• • •• • L°:;;►F��o�`ti� My Comm.Expires Mar 19.2020 FINAL COMPLIANCE ... . . . . ... . . Revised on 5 9 • • • • w • • • • •• •• • • • •• •• ••• • • • ••• • • • ••• • • • • •• • • • •• • • • • • •• c - f •• • ••• • •• r'" t, , • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• 1 �SHR� � Miami shores Village p...� Building en 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tet: (305) 795.2204 Fax: (305) 756.8972 OWNERS'SI VIT 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: 2O� Property Address: 45— /V I V-(% 3.,,.� Roofing Permit Number: Dear Building Official: 1- 11 ?kmpr certify that I am not required to retrofit the roof to wall connections of my building because: vKhe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions of 1994 a 'tion of the South Florida Building Code(1994 SFBC) Signat Print Name State of Florida County of Dade 041 ..• •. The undersigned, being the first duly sworn,deposes and says that he/she ii Ahe o+nf ;llr btdt abste"property mentioned. Sworn to and subscribed before me this df 4eit •• o•• PAALA 84.81 • • br PIN Notary Public!Stateof Flom Notary Public,Sate of Florida at Larg Casa&+r2ftt$ • When the just valuation of the structure for purpose of ad vatorern taxation is equal cr more than S 0, ,a th u to wa.,n0 0 cted with PBC nor a 1994 SFBC.Then you must provide a building application from a General contractor for the Roof to Wall oonpo*q Hurrit)ne� ii Jatio3 o e w • • • • • • • • • • Revised on 5/21/2009 t t •• • • • • • ••• •• • ••• • • • • •• • •• • • • •• ••• •• ._.'ice �o 06 0 • •• i.• ••• s •s' • • • • • • • • • • •4 •• • ••• ••• •• • • • ••• • ••• 1 � t 1' IAM MIAMI-DADE COUNTY =0i DRY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Boral Roofing,LLC 7575 Irvine Center Drive,Suite 100 Irvine,CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County 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: Saxony 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided�tethe tt�ep by the manLif acUmer or its distributors and shall be available for inspection at the job site at the request of the BAIdjflj C ffjci4L: •• . ... . .. .. . . . .. This NOA revises NOA No. 12-0222.03 and consists of pages 1 through 10. The submitted documentation was reviewed by Alex Tigera.• ... 0 *00 0 • • • • • • • • • • • • . • • ' 0 0 0 •• NOA No.: 13-0723.05 QMLRAMaoAD E C 0 U� "' Expiration Date: 04/26/17 Bum Approval Date: 09/26/13 .•. ... . Page 1 of 10 . . . . . . . . . . . .. .. . . . .. .. ..• . . . ... . . t :00 000 • ••• • • • • •• • • • • • • • .• 000 •• •• • 900 •• •• • ROOFING ASSEMBLY APPROVAL Cateaorw Roofing Sub-Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL, and described this Notice of Acceptance. For locations where the pressure requirements,as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Saxony 900-Slate 1= 17" TAS 112 Flat profile,interlocking,high-pressure w= 13" extruded concrete roof tile equipped with thickness= 1-5/32" two nail holes. For direct deck or battened nail-on,mortar set or adhesive set applications. Saxony 900-Split 1= 17" TAS 112 Flat profile,interlocking,high-pressure Shake w= 13" extruded concrete roof tile equipped with thickness= 1-9/32" two nail holes. For direct deck or battened nail-on,mortar set or adhesive set applications. Top surface available in 4 different configurations: 1. Complete tile brushed 2. Right half brushed(shown in drawing) 3. Left half brushed 4. No brush Saxony 900-Shake l= 17" TAS 112 Flat profile,interlocking,high-pressure w= 13" extruded concrete roof tile equipped with thickness= 1-9/32" two nail holes. For direct deck or battened nail-on,mortar set or adhesive set applications. Trim Pieces Length: varies TAS-112 Accessory trim, boosted Barcelona,concrete Width:varies .. .o o 9 proof pipc%s for use at hips,rakes,ridges and varying thickness : '.:vMl$y fertnillations manufactured for each . .. . . . . . . . • • • •tile profile. . 00 . ... . •.. . . . . . . . 000 . . . . . . . .. . . . . . .. . . . .. . . NOA No.: 13-0723.05 IA MMMADE COUNTY "' ' Expiration Date: 04/26/17 �LUWOIXI Approval Date: 09/26/13 ••• .•• Page 2of10 . . . . V: . . . . . .. •• . • . .. .. ... . . . ... . . e 0 0 o :00 000 000 0*0 0 9:0 0 0 o 0:0:0 0:0 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales,FL. 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102&TAS 102(A) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering,Inc. TAS 101 (Adhesive Set) The Center for Applied 25-7183-6 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws, Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws, Battens) The Center for Applied 25-7214-1 Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 (1 Quik-Drive Screw, Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 (I Quik-Drive Screw, Battens) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108 (Nail-On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 TAS 108(Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108(Mortar Set) Redland Technologies P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-77 TAS 100 Atlanta Testing& R1.894 Physical Properties Aug. 1994 Engineering,Inc. 82.894 SAS 112 R3.894 . . . . . . . Celotex Corporation 520109-1 •*Static. . . Desi Dec. 1998 Testing Service 520111-4 .. "' TAS 101 • • •• Celotex Corporation 520191-1 Static Uplift Testing March 1999 Testing Service ••• TAS 191 . . . . . . . . . . ' •' • NOA No.: 13-0723.05 hUAMMADECOUNW •• • •.. • •• • Expiration Date: 04/26/17 3 Approval Date: 09/26/13 ... ... . . Page 3 of 10 . . . . V: . . . . . .. .• . . . .• .. ... . . . ... . . t � •• • • • • • ••• •• • ••• • • • • •• • •• • • • •• ••• •• • • ••• • ••• • • • • • • • • • • • • •• • ••• • •• • • ••• • • • • ••• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• Walker Engineering,Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering,Inc. Evaluation Calculations 25-7584 December 1996 25-7804b-8 25-7804-4&5 25-7848-6 Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering,Inc. Evaluation Calculations Aerodynamic Multipliers January 2007 Walker Engineering,Inc. Calculations Two Patty Adhesive Set April 1999 System Walker Engineering,Inc. Evaluation Calculations Restoring Moments Due to February 2007 Gravity Nutting Engineers 130 TAS 112 January 2007 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 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 underlayments 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 the applicable Building Code. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... . . . . . . . . . . . . •' • • •• • • NOA No.: 13-0723.05 .. . . 01 MADE COON Y •• • ••• • ••. .•. Expiration Date: 04/26/17 ..f Approval Date: 09/26/13 ... . ... Page 4 of 10 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . •• • • • • • ••• •• • ••• • • • • •• • •• • • • •• ••• •• • • ••• • ••• • • • • • • • • • • • • • •• • • • • • •• • •• • ••• • •• • • 0:0 •• • • • • 0:0•• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• . 1 4. INSTALLATION 4.1 Saxony 900(Slate, Shake& Split Shake)Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,RAS 119,and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight(W) and Dimensions (I x w) Tile Profile Weight-W(lbf) Length-1 (ft) Width-w(ft) Saxony 900 11.5 1.417 1.08 Slate, Shake&Split Shake Table 2: Aerodynamic Multipliers -X(ft) Tile '%(ft ) (ft3) Profile Batten Application Direct Deck Application Monierl-ifetile Saxony 900 0.289 0.313 Slate, Shake&Split Shake Table 3: Restoring Moments due to Gravity - Me (ft-lbf) Tile 2"•12" 3"•12" 4"•12" 5"•12" 6"•12" 7'•12" or Profile greater Saxony Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 900 Deck Deck Deck Deck Deck Deck Slate, 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 Shake& Split Shake •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • ° ' ' ° ° " ' • NOA No.: 13-0723.05 CM DADECOIiNTY • •• • 0.6 • • •,...• '° ' '°° •• ° Expiration Date: 04/26/17 Approval Date: 09/26/13 0:* • • • . •.. . • Page 5 of 10 • • • ••• • • • •• •• ••• • •• •• ••• • • ••• • • .. . . . . . ... .. • •• • • • • •• • vo • • • • • • • • • • • • •• • • • • • •• • • • • • • • • • • • • ••• • • • 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" (min. 19132" plywood) plywood) Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate, Shake&Split 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Shake 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 48 Screw 30.8 30.8 18.2 2 .#8 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail (Field 24.3 24.3 24.2 Clip) 1-10d Smooth or Screw Shank Nail(Eave 19.0 19.0 22.1 Clip) 2-10d Smooth or Screw Shank Nails(Field 35.5 35.5 34.8 Clip) 2-10d Smooth or Screw Shank Nails(Eave 31.9 31.9 32.2 Clip) Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance MonierLifetile Saxony 900 Adhesive 31.3 Slate, Shake&Split Shake 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc.Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance MonierLifetile Saxony 900 Polyfoam Pol Pro T"^ 118.9 Slate, Shake&Split Shake Polyfoarn Pol Pro TM 40.4 3 Large paddy placement of 45 grams 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 . . lWknimum Attachment Profile Application : '+: : : : : Resistance MonierLifetile Saxony 900 Mortar 5e ••• •• •- 43.9 Slate, Shake&Split Shake 5. Tile-Tite Roof Tile Mortar ••• ••• • .. • .. . . . .. . � NOA No.: 13-0723.05 MLAMHD;cUNW " ' "' ' " 'ry Expiration Date: 04/26/17 Approval Date: 09/26/13 ••. • • • • ••• • • Page 6 of 10 • • • • • • • • • • • •• •• • • • •• •• r r •• • • • • • ••• •• •• • • • •• ••• •• • • • • • • • • • • • • •• • • • • • •• •• •• • • • •• •• • j 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below,or following statement: "Miami-Dade County Product Control Approved". RZI LABEL FOR SAXONY 900 TILES(LAKE WALES FL PLANT LOCATED UNDERNEATH TILE C. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... . . . . . . . . . . . . •• • •• • NOA No.: 13-0723.05 MIAMFDADE COUNTY •• • ••• • •• • Expiration Date: 04/26/17 111122:111,1311 Approval Date: 09/26/13 ... . . . .., Page 7 of 10 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 1 � •• • • • • • ••• •• • ••• • • • • •• • •• • • • •• ••• •• 00 • • • • • • • • • • • • 1•• • • • 1 •11 1• 1• • • • •• •1 • r PROFILE DRAWINGS NAIL HOLES 1-5/32"(Slate) 17 " �u t COVERLOCK 13 „ UNDERLOCK SAXONY 900-SLATE • .•. • .•. • • •• •• NOA No.: 13-0723.05 MIAMMADE COUNTY •• • ••• •• Expiration Date: 04/26/17 Approval Date: 09/26/13 ••• • • • ••• • • Page 8of10 • • • • • • • • . • ••• • • • ••. • . . ... . . . . .. . . .. . . . .. ... .. . ... . ... . . . . . . . . . see . . . . . .. . . . . . .. . . . . .. 000 .. . ... . .. . . ... . . . . ... . . . . . . . . . . :0 . 0.0 . . ... NAIL HOLES \ 1-9/32"(Shake) 1 c a „ 17 13 " Note: Available Top Surface Finishes 5. Complete the brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900-SPLIT SHAKE " ' ' • •• • NOA No.: 13-0723.05 hOAMi RADE COUNTY " • "' ' •• • Expiration Date: 04/26/17 III�I[ Approval Date: 09/26/13 ..• . . . .,Y . . Page 9 of 10 lose • • • ..• • • •• • ! • • Y •e• •• •' • • • •• ••• •Y 86 • • • • • • • • • • • •• • ••• • •• • • ••• • • 0 •1! i NAIL HOLES w �4 1-9/32"(Shake) 1711 � . t 13 " SAXONY 900-SHAKE END OF THIS ACCEPTANCE .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... . . . . . . . . . . . . I 00: •• •• • 0.: : : NOA No.: 13-0723.05 ecourrnr ..• %• :.0 ••• 000 ••• Expiration Date: 04/26/17 Approval Date: 09/26/13 •:• 0 :0 Page 10 of 10 . . . . ... . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 1 1 � n n •• • • • • • ••• •• • ••• • • • • •• • •• • • • •• ••• •• • • ••• • ••• • • • • • • • • • • • • • •• • • • • • •• • •• • ••• • •• • • 0:9 •• • • • • 0:0•• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• , MIAMI-DADE COUNTY M�I PRODUCT CONTROL SECTION X 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.eov/eeonom`' ICP Adhesives and Sealants,Inc. 12505 NW 44'h 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 thG;egpe§t pf the puil&g CZfficial. This NOA revises NOA 14-0805.01 and consists o ftages,l thm.**.l t.•; ••• The submitted documentation was reviewed by Arek Tigbta. •• • • • •• .• ... 66 00 • • . •. NOA No.: 16-0315.01 MIAMMADE COUNTY ••• • ••• ••• ••• ••• Expiration Date: 05/10/17 "'• Approval Date:04/07/16 ••• ••• • Pagel of 11 . . . . . . . • . • • •. •. • . . .• .. •.. . • • ... . . f •• • • • • • ••• •• • ••• • • • • •• • •• • • • •• ••• to. • • ••• • ••• • • • • • • • • • • • • • •• • • • • • •• • •• • ••• • to. • • 0:0 •• • • • • 0:0 •• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• 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 ProPacV 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: Property 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 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 .• ••; *6.004 yotinne Change @ 158°F., 100%Humidity,2 .: .': $retkC.: '. Closed Cell Content ASTM•15 2&A '•: $68/0 : : ..' Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are sjftett to noMal mpnufpc1ging variation. ' . ' . '. . . '.' ' ' NOA No.: 16-0315.01 MAMMADE COUNTY ..' V i.• '.' ..' '.' Expiration Date: 05/10/17 �Unaengj Approval Date:04/07/16 Page 2of11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . •• • • • • • ••• •• • ••• • • • • •• • •• • • • •• ••• •• • • ••• • ••• • • • • • • • • • • • • • •• • • • • • •• • •• • ••• • •• • • 0:0 •• • • • • 0:0•• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• EVIDENCE SUBMITTED: Test Mencv 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 61G20-3 of the Florida Administrative Cpdq.... . . . . . .. . . . . • . . . . .. • • . • ..• . . .•• . .•• . . . . . . . . . . . . '•: : '. .' . '.: : : NOA No.:16-0315.01 MIAWDADECOUNTY ..' ;' ;.. '.' ..' 0 0 Expiration Date: 05/10/17 Approval Date:04/07/16 •.. • . . . ..• . • Page 3 of 11 • • ••• • Ve 60. 06 • • • • • • • • • • • • • . • • • • . • 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 ProPacko 30& 100 dispensing equipment only. 7. ICP Adhesives Polyset®AH-160 shall not be exposed permanently to sunlight. S. Tiles must be adhered in freshly applied adhesive.Tile must be set within I 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. .. ... . . . . . .• . .. . . . . ••• . .. ... .• . . . .. . ••• . ••• . . ♦A : '• •' • ••: : : NOA No.:16-0315.01 MIAMMADE COUNTY ••• :• :•. ••• ••• ••• Expiration Date: 05/10/17 "' ' Approval Date:04/07/16 Page 4 of 11 • •• •• • • • •• •• A. • • • ••• • • .. . . . . . ... .. . . . . . . . . .. . ... . . . . .. . . . . . . . .. . . . .. ... .. . . ... . ... . • • •os • • • •�• • • • • • • � •• •• r • • •• •• • f 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. MIAMI RADE COUNTY BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. .. ... . . . . . .. 00 Goo Do . .. . . . . ... . . ... . •o: . . . . . . . . . . . NOA No.:16-0315.01 MIAMFDADE COUNTY ..0 :0 :.. '.' ..' '.' Expiration Date: 05/10/17 "'' go] Approval Date:04/07/16 ... . . . . . . Page 5 of 11 0:0 . . . . . . . . . . 000 a . .. .. . . . .. .. .. . . . . . ... .. . ... . . . . .. . .. . . . .. ... .. . . ... . ... . Soo . . . . . . . . . .. . . .. . . . . . .. . . . . . . .. .. ... .. 0.. . . ... . . . . ... . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... ADHESIVE PLACEMENT DETAIL# 1 faces ,_PaFlat/Low Profile Tile 1. Starting at the eave course,apply a minimum 2" '77 (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 ,� lie ELI of the the being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2)—23 (148.4 cm2)square inch adhesive YON = contact with the underside of the tile. rai�•�: �:� ,,.� E.ti•Ipaatuw may.. z � Medium Profile/ Double Pan Tile flail ft'aushOWAC Cement iWtM"Win 1. Starting at the eave course,apply a minimum 2" Ji ~� (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam �' 4 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 (109.7 cm2)—23 (148.4 cm2)square inch adhesive 61 contact with the underside of the tile. �wrr 1ch•a�g ►�7*mt`, High Profile/Single Pan Tile a► 6 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4� mm)shown foam`;� paddy onto the underlayment positioned as under the pan portion of the tile closest to the overlock of the tile being set. d , `1 Y. 2. Continue in same manner.Insure approximately 17 (109.7 cm2)—23 (148.4 cm)square inch adhesive con4act witD tie underside of the tile. +r t�►ea �, Farm . . .. lei • ••• • ••• • • • • • • • • • • • • so: : . s• .• . '•: : : NOA No.: 16-0315.01 MIAIDADE eoUNTY 000 :� :•• '.• •.• *9* Expiration Date: 05/10/17 • e Approval Date:04/07/16 ��� •�� Page 6of11 . . . . . . . . . . 4,:. •• •• . . . •• •• * . . . ... . . .. . . . . . ... .. . ... . . . . .. . .. . . . .. ... .. . . ..• . ..• . . . . . . . . . . . .. . . . . . . . . . . . . . .. . . . . . .. . .. . ... . .. . . ... . . . . ... . ... . . . . . . . . . . . . . . . ... 0.0 :0 . ... ADHESIVE PLACEMENT DETAIL#2 nrro ®�Paar}p(S" T&) Flat/Low Profile Tile 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 `g, r strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17(109.7 cm2) 2 { ,q —23 (148.4 cm )square inch adhesive contact with the TOM -•- underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) �e m x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the Al " 2 underlayment positioned as shown under the � ,.� �� >x 2 strengthening rib closest to the overlock of the tile &ems---_�` �' being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2)- 12(77.4 cm2)square inch adhesive contact with the underside of the tile. a .M Medium Profile/Double Pan Tile 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy w onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17(109.7 cm2)— ��" 21ft, 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 underlayment positioned as shown under the pan portion of the the closest to the Overlock of the the 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. •• f*yt wdon sc ontin uedon next page) . .. . . . . ... . . •.. . •.. . . . . . . . . . . . . '.: : . '. .' . '.: : : NOA No.: 16-0315.01 MIAWDADE COUNTY ..' :' :.. '.' .. '.' Expiration Date: 05/10/17 ' Approval Date:04/07/16 ... . . . . ... . . Page 7 of 11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . • r •• • • • • • ••• •• • ••• • • • • •• • •• • • • •• ••• •• • • ••• • ••• • • • • • • • • • • • • • •• • • • • • •• • •• • ••• • •• • • 0:0 •• • • • • 0:0•• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• � r ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) High Profile/Single Pan Tile *ban raqlre d) 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 Liftem WJ0601 underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) e � x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan 14 2W portion of the tile closest to the overlock of the tile 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. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... . . . . . . . . . . . . NOA No.:16-0315.01 MIAMaDADE COUNTY •. i i.• . •. . Expiration Date: 05/10/17 ,...• r Approval Date:04/07/16 Page 8 of 11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . r •• • • • • • *00 •• 00 • ••• • • • • •• • as • • • •• ••• •• • • ••• • ••• • • • • • • • • • • • • • •• • • • • • •• • •• • ••• • •• • • ••• • • • • ••• • • • • • • • • • • •• •• • • • •• •s • • • ••• • • • ••• t r ADHESIVE PLACEMENT DETAIL#3 t 1. On the eave course only,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 for flat tile or under the pan on ftp portion of the tile for low or high profile tile closest �• to the overlock of the tile being set.Leave 4z4hL approximately 4" (10 1.6 mm)up from the eave ,� edge free of foam to prevent the expanded adhesive an 2x4ha from blocking the weep holes. Insure ® approximately 17-23 int(109.7-148.4 cm2)of adhesive contact with the underside of the tile sow. "'-�.. ' h 2. Apply a 4"(101.6 mm)x 4" (101.6 mm)x 1"(25.4 mm)foam paddy onto the underlayment just FkNLDWPYGMOTBG the second course line positioned foam paddy under the strengthening rib for flat tile,or under the 1W*MMffiVL-d"CWRM Shi&Wdyunduffle pan portion of the tile,closest to the underlock for twhwrequheM Pa (bawemgas) the second course tile to be installed. Insure approximately 8-9 int(51.6-58.1 cm2)of adhesive Baum Pa (""'uffle) contact with the underside of the tile. =tqp >; '��, (Instructions continued on next page) Pa"on t&n `"� 28n. Eave0mm Ea•eCaurse Maffiwn Pmfi1GT11e .. ... . • . . . .. .• • • • . . .• . . . . ... . 90* • . • . • • . . • • • • • • • • • • '.: : . '. .' '.: : : NOA No.:16-0315.01 MIAMMADE COUNTY .•' V •• '•' ••' '.' Expiration Date: 05/10/17 Approval Date:04/07/16 ••. • • • ••• • • Page 9of11 . • . . • • . • . • ... • . 0.0 ... . . 1 1 •• • • • • • ••• •• • ••• • • • • •• • • • ••• • ••• • • • • • • • • • • • • • •• • • • • • •• • •• • ••• • •• • • ••• • • • • ••• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• t f ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) Nathrmlopmodc 5We paddy eller ft t 3. Also apply a 2"(50.8 mm)x 4"(101.6 mm)x W (19 mm)paddy on top of the eave course tile A� yts surface as shown,on top of the strengthening rib for flat tile or on top of the pan portion of the rile, closest to the underlock of the first course of tile. an Install second course of tile. Insure approximately azasn. 9(58.1 cm2)- 11 (71cm2)square inch adhesive contact with the underside of the tile at the overlap Rad" 2x4 contact 7(45.2 cm2)-9(58.1 cm2)square inch °D adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. We teaase �„` weephob 'o Ears domm Ddpedp HigbpMatem . .. . . . . ... . .. ... .. . . . .. . . . . . . . . . . .' • NOA No.:16-0315.01 MIAMMADE COUNTY 900 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 n place enough adhesive to achieve Bs to 70 sq.Im steep pitch applications 1. Starting at the eave course,apply a minimum 2" Incontmwith the pan tile. whanr,ectuir,ed) (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam 2)Tumcovers upshledown.piece adhesive in paddy onto the underlayment positioned as tot in.homoutside edge ofcam tile. shown under two adjacent pan tiles. Support eave Then install thetite.lEnure 2oto 25 sq.In.contm area, tiles from rocking until adhesive has a chance to nder�ayment cure. ° s k 2. Continue in same manner bringing two pan Y courses up toward the ridge.Insure r' approximately 65 (419.4 cm2)—70(451.6 cm2) square inch adhesive contact with the underside of the pan tile. pavedosure EYy tmotarshovm) 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 of the am course cover tlle.Abut to second course of edge of each side of the cover tile.Leave pan toes.Ensure eave end ofpan and cover tiles are flush ateave une. 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 tile course.Insure a minimum of 20(129 cm2)-25 (161.3 cm2)square inch contact area on each side of the cover tile to the pan tile.Continue in same manner.Trim away any cured exposed foam adhesive.Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required,2"(50.8 mm)x 4"(101.6 mm)nailers or the tie wire system using galvanized,stainless steel,or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE .• ... • . . • . •• as . •.. . .• •. •. ...•. . . ... . ••. . . . . . . . . . . . . 0. .' . '.: NOA No.:16-0315.01 MIAMFDADE COUNTYExpiration Date: 05/10/17 Approval Date:04/07/16 ••• • • • • ••• • • Page 11 of 11