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RF-16-1838 3s m� 5 . f i . ,z x �v .< f Y '— � r M1 `" 1, 71i �.i "'t�^a - " vd , x• t,, �' 11-' W f ,�.y t Skx LJ .Iq"'�2* Rtx3p4'1 p v i k,. .+Js 3 .i aur-a�,a .r-t s-z...rt" µai."'.a.�p �k^t" ^`! �.t. --rs" .-Lrn.f'{ e -'s iy3� aM� a,.Rf�; w '. F .> Ik s,i.>-v,ysS-s +r*: �.w ,.- --. a v.zv..' 7 ?TF cw ,�. I �F",? �' � x k X'. - , - "- " ' r' ." { `' s T < s. .., ter' � -S3'r g-,'-";�i� k sy,Fvl r p{- � r x "1�'7 9-`t+u e+. ';�a`j"S't . '��'° Ss.� A .E t yr at. ,1• :' ,' ,` `rv`�.�5"-�x.a a a �`sf r�� 'm .+.,F^(,°J +$�12�7 .,bv �Ser-a t .•�' 7 '� z �• X �z--r ...e a» ms5'Y 5 "�y. 1� 4r i9" �} . ik� it P ix,+. vv t�''}" ,4 .* P f > + v'hS�'``k tt- '-4'v '� x `" ''" $� s 'v rly k¢� 1'�'�' *�"',� ;,a---.. r v; 3 4 n� tl� F 'i Y"Y x ?x ,y.,ycf x1 Z- y N, •-�.,,, , tw x`"f p "CR a os i] �- x,, r A +}.fi �L s "ter ix-'�+ g ,:7`atr�3y a' ��-• �s.i V _i�1- v y <%;1 r ar_ ` "R '.�- t'tl r:1 s� I 11INS� �1aI R I 1 sk. ' . 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"" S F Y f } krY f y r r d11 , +y +?' 2 A _ a? r r- �, ¢ d r S l q '` 'Y` _ 1 a \ a l K 'S' "y 1 r `3 sd % t S 3 , i E J' 1-. 1 4 4 t y _ - SS v p _ F) Y 1 i• r -.� F 1 { C11� 4[l t r 4 t w ; i. 4 t�'. n - - i fr e - r t - T a� 3 t; y 1 �, 5 1 _ �r r'I '"' t l v -il 4 r a";. ti r_xt ,p h r `sS ;fig s '" r ' y i a v C ' E k i " - -. 1 . I - L._ - _ .. - ... -- _ ,. p - 11: i� 11 � ; ,- ... 11 - Reileh EngineeringCorp. F 'IvIL (Consulting Eneer) 2370 Southwest 123'dAvenue Miami,Florida.33175-1174Tel:305-823-8008/305-397-6414 GINEER F=305-823-3300/305-884-8834 Website:www.reilehengineering.com August 26,2016 Z Roofing and Waterproofing Inc. 2525 West 3 Court Hialeah,Florida 33010 Project: ROOF TILE UPLIFT TEST REPORT Residential Home 182 Northwest 95 Street Miami Shores,Florida Information provided by client: Permit Number:Not Provided Date Completion:August 24,2016 Roofing Contractor: Z Roofing and Waterproofing,Inc. Project Number: 16-0879 (Testing Laboratory Certificate#11-0715.04) Dear Sirs; In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached,rigid,discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet,and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Flat Gray Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection,the entire area of the roof was examined for loose tiles. Not less than one(1)file in ten(10)of all components in the field area and one(1)tile in five(5)of all tiles in the perimeter and comer areas were physically examined. A minimum of one(1)test per every two(2) squares-in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not h�sitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation M ad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT'TEST Residential Home 182 Northwest 95 Street Miami Shores,Florida Cover Page Page 2 thru 5 of 5 Drawing 16-0879 Reileh Engineering Corporation—Project N mber-16-0879—Page 2 of 5 Report of TILE UPLIFT TEST for Residential Home 182 Northwest 95 Street Miami Shores,Florida Project Number: 16-0879 Test Number Test Load b �est-Status' 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass Reileh Engineering Corporation—Project Number-16-0879—Page 3 of 5 i Test Number Test Load b Test Status 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 ' Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass Reileh Engineering Corporation—Project Number-16-0879—Page 4 of 5 Test NumberTest Load lb Test Status 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass Test 1-16 Corner, 17-24 Ridge Caps,25-34 Perimeter, 35-70 Field ROM Engineering Corporation—Project Number-16-0879—Page 5 of 5 13 � I4 II 6g 61 29 66 69 43 21 49 ,7 65 ly 10 46 >92 51 50 5g 55 % 51 64 26 b 45 44 9 I 59 52 42 'A 40 60 61 41 M462 62 25 36 51 � 4 5 g 6 1 45' NUMPR(7r t5f Mf;IMM a O Dna CAP t5f LOCA110N FEW = 56 COI NM - 80 5F Q COMM - 16 ME MSM 1715fANa,a- 55' L MNOM5 005 111.�U 16-08-79 �If7G�CAI' a 8 COM MA- 3'X V ffPPDX,k00r ff5f LOCKION5,MA5, M19191WN51ON5 CIVIL Reileh Engineering Corp. (Consulting Engineer) H 2370 Southwest 123'a Avenue Miami,Florida 33175-1174 : Tel:305-823-8008/305-397-6414 ENGINEER Fax:305-823-3300/305-8848834 Website:www.reilehengineenng.com August 26,2016 Z Roofing and Waterproofing, Inc. ? 2525 West 3 Court Hialeah, Florida 33010 Project: ROOF TILE UPLIFT TEST REPORT Residential Home 182 Northwest 95 Street Miami Shores,Florida Information provided by client: d < Permit Number:Not Provided �� ✓�� Date Completion: August 24,2016 Roofing Contractor: Z Roofing and Waterproofing,Inc. Project Number: 16-0879 (Testing Laboratory Certificate#11-0715.04) Dear Sirs; In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached,rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet,and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Flat Gray Roof Tile. This tile was reported to have been foamed in plac . At the time of our inspection,the entire area of the roof was examined for to se tiles. Not less than one(1)tile in ten(10)of all components in the field area and one(1)tile in five(5)of all tiles in the perimeter and comer areas were physically examined. A minimum of one(1)test per every two(2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. r } r used on aur test lts twe cpnGl .y,e afthe wst�latxor�of the rccf tali ,a the esulicrtferenG?d project»te�rsthetestequire entautunedtnthettbove-retlogedrotpcolM� Attached 1 #ind pQ.FY Qf ottr test report�fiiryout`4evtew r �. P 9 Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfidly submitted; Reileh Engineering Corporation Moanlad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT'TEST Residential Homc 192 Northwest 95 Street Miami Shores,Florida Cover Page Page 2 thru 5 of 5 Drawing 16-0879 Reileh Engineering Corporacion—Project Number-16-0879—Page 2 of 5 Report of TILE UPLIFT TEST for Residential Home 182 Northwest 95 Street Miami Shores,Florida Project Number: 16-0879 a, w 4t dt :Test Number' Wiestoai b Tisi Status ' 'i'` 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass Reileh Engineering Corporation—Project Number-16-0879—Page 3 of 5 I � 4 + c.l`�. Test Number =G k Test.t6ad;' b T t.Status_ 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass Reileh Engineering Corporation—Project Number-16-0879—Page 4 of 5 Test Number Test Load b T t Status . 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass Test 1-16 Comer, 17-24 Ridge Caps,25-34 Perimeter, 35-70 Field Reileh Engineering Corporation—Project Number-16-0879—Page 5 of 5 2B B 68 67 w 29 66 69 40 21 �9 49 65 13 70 'IG 16 0i0 >02 94 51 50 58 5 % 59 64 96 10 45 M 9 �A I ,� 69 1 b �2 � 40 79 60 61. M 5 62 25 5 96 91 55 5 B 7 15' NUMMP OP S5t PEtZIWSk 0 800 5P O Ma CAP S%L0CA" M12 . 56 COM a 80 5P COM . 16 PEMAI P t715fN\CT,a® Y L MNOT5 L005E fl t;E 16-08-19 M196E CAP a 8 COUP:ASA- 513' ATWX,ROOF IE5f L0CATI0N5,MA5, MV VIMEN9ON5 �.��' �1ff111 ff��f lllfl If IN�Ilfl�flfl fEff�fly!�ffl OR BK 30138 F's 23 QP9s) RECORDED 07/05/2016 11:32:41 NOTICE OF COMMENCEMENT HARVEY RUVINY CLERK OF COURT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION MIAMI-DADE t LCL NT'f r FLORIDA PERMIT NO. TAX FOLIO NO.11-3 10 STATE OF FLUKID ,COUNTY OF DADE ��p C011ty�r STATE OF FLORIDA: t HEREAYCERTIFY at this is a true copy of the uJ�` CLEAE coG COUNTY OF MIAMI-DADE: ar i t fijgd,u+ 1 Tice on day of UEms} AD 20 3 '' t{ I THE UNDERSIGNED hereby gives notice that improvements will be mar�1f81fFl+d@7fPd nd Ofl�c�a1 Seat. y�� property,and in accordance with Chapter 713,Florida Statutes,the follo yu#AV - C RK,of Cucwt andlCounryCourts is provided in this Notice of Commencement. Z1 D.C. OF Cou ' 1. Legal description of property and street/address:_1$'Z N W I q 5 5T. M I am 1 51ipre& Ser (a PR 10 39 Lal- I I S W '�2 o-I^ Lo+- 10 B 1 K I Z 2. Description of improvement:. Re-ROOF TILE 3. Owner(s) name and address: A-1rntx'l oVa.r 182 N" 19 Sr M fo^( Shore33150 Interest in property: Name and address of fee simple titleholder: N A 4. Contractor's name and address:z- f�"ha 2+ a"—[nc. 252 ?- CT I'ILed C -(n 'h ��pj IID 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: / Amount of bond$ l 6. Lender's name and address: 7. Persons within the state of Florida designated.by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address:Sicyc n Kt•I Iy- Mai/ Pqi�ef-,o on Iq2 NW 95 5 5 8. In addition to himself, Owners designates the following person(s)to receive a copy of the Lien is Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specifiead) Signature of Owner rr Print Owner's Name_&rnt�GP Ainnodt-Vdr Prepared by Reu Sworn to and subscribed before me this day of _jl td1 D 20j_j,. Address: Z W 3 CTT- "�P LISSETTE Pa237998 =- Notary Public .�'�P" °a�;% c State of Florida H�Q'h Print Notary's Name 5•« » E Commission#My commission expires: ;9rF off; My Comm.Expire onded through 123.01-52 PAGE 4 a/02 rtrit NCS. 'RF• -' ■:- e�!° Q Miami Shores Village �iXi7t$ j�j FtC�t t 10050 N.E.2nd Avenue NW Iflrk itr«Til Miami Shores,FL 33138-0000 ; Phone: (305)795-2204 ROVED Issua;t�ate:7`111111$ Expiration: 01/07/2017 Project Address Parcel Number Applicant 182 NW 95 Street 1131010330650 Miami Shores, FL 33150- Block: Lot: SHARON KELLY-MAY ANDERS( Owner Information Address Phone Cell SHARON KELLY-MAY ANDERSON 182 NW 95 Street --- -- ----- - MIAMI SHORES FL 33150-1712 182 NW 95 Street MIAMI SHORES FL 33150-1712 Contractor(s) Phone Cell Phone Valuation: $ 13,000.00 Z ROOFING AND WATERPROOFING 11 (305)623-7663 (305)218-2605 - . _...... m. _.., __...,. . ...._ ..... .... :::. Total Sq Feet: 1800 Type of Work:Re Roof Available Inspections: Additional Info: Inspection Type: Classification:Residential Scanning:3 Up Lift Report Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet !Eli Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-7-16-60420 CCF $7.80 DBPR Fee $4.13 07/01/2016 Check#:10605 $50.00 $763.06 DCA Fee $4.13 07/11/2016 Check#:10640 $763.06 $0.00 Education Surcharge $2.60 Bond#:3136 Permit Fee-New Roof $275.00 Scanning Fee $9.00 Technology Fee $10.40 Total: $813.06 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 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 uth ore,I authorize the above-named contractor to do the work stated. July 11, 2016 Au Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy July 11,2016 1 Miami Shores Village BuildingDepartmentJUL �a,� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305)795-2204 Fax:(305)756-8972 ` INSPECTION LINE PHONE NUMBER: (305)'762-4949 FC 20 BUILDING Duster Permit No. RE 1 - 18,35 PERMIT APPLICATON Sub Permit No, ❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [-] MECHANICAL F-]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELL TION ❑ SHOP 44 CONTRACTOR DRAWINGS JOB ADDRESS: 192 N VQ -1 S S-r. City: Miami Shores County: Miami Dade Zi : Folio/Parcel#: l I -31®1 - (p 50 Is the Building Historically Designated:Yes NO Occupancy Type: 'SR4 Load: Construction Type: RvOE Flood Zone: FFE: FFE: OWNER:Name(Fee Simple Titleholder): Bernie ITIMc)ctOVac Phone :(�oO -ZZ2- Address: W dJ ST-. City: m taryl I State: 41- • Zip: 331,50 Tenant/Lessee Name: Phone4f: Email: CONTRACTOR: Company Name: Z 2DOE L� [A)aW pyrn&q Phone (6055) (9 Z3--tmy Address: X525 w. City: State: �. Zip: Qualifier Name: AMIS4' -) F)CPDAY t J Phoned'04-50 Z IR-Z&O 5 tj State Certification or Registration#: CCL 132-9W 3 Certificate of Competency#: DESIGNER:Architect/Engineer: Phonq#: Address: City: St�te: Zip: Value of Work for this Permit:$ 15.C d1b Square/Linear Footage of Work: $(� Type of Work: ❑ Addition ❑ Alteration ❑ New Qepa i r/Rep lace ❑ Demolition Description of Work: ke- 2ov Specify color of color thru tile: 5Qcaj Sncnns4 f&Zb�0�- Submittal Fee$ Permit Fee$ �S • 03 CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Doubl Fee Structural Reviews$ Bond vv TOTAL FEE NOW D E / (Revised02/24/2014) 7:1G-3 G • 0 � Bonding Company's Name(if applicable) oe Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip If 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 ex 'eeding$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 commencerr,ent 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 � �j'� _ Signature OWNER or AGENT CONTR CTOR The foregoing instrumentwasacknowledged before me this The forgoing instrument was a knowledged before me this 2 CI day of�af✓1 20 ((o , by 29day of 20 I Jo , by iQV AMO �C/Gb(ho is personally known to who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take z n oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: , o�PpV PU�°i� a4PµV P�,� Seal: ,a. .`�; Notary Public-State of Florida Seal: f: '2•`�•�� NotaryPublic-State of Fl]2019 Commission#FF 237998 . .•: Commission#FF 2379 iNlq• �; My Comm.Expires Jun 8,2019 "9F opc,- My Comm.Expires Jun 8,°''%°FF`o`� 8ondedthroanhNationalNntary0oFF�r°"��` Bonded gh National Notary �**gym*xm*•x*m.x�x��m��x�:�*xz�•z��'�x� m*�mm x+zz.x.x z•xx.xmmmm•xmm*m•xxx•x•xmx*� x +x z � x � *xxm•xx* APPROVED BY b �� Plans Examiner Zoning IL L Structural Review Clerk (Revisedo2/24/2014) FAMONYYr ACCP CERTIFICATE OF LIABILITY INSURANCE DAM 06/30/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE,,ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER NAC NAME: Bouchard Insurance for WBS PHCNN ; 866 293-3600 ext.62 a No): P.O.Box 6090 E4a1L Clearwater,FL 33758-6090 ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC S INSURER A:American Zurich Insurance Company 40142 INSURED INSURER B• Workforce Business Services,Inc.Alt.Emp:Z Roofing&Waterproofing Inc INSURER C: 1401 Manatee Ave.West Ste 600 Bradenton,FL 34205-6708 INSURER D: INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER:15FL079859749 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE L POLICY EFF POLICY EXP UNITS LTR INSO WVO POLICYNUMBER MMIDD (MM1DDIYYYyl COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ D GE TO RENTED CLAIMS-MADE D OCCUR P M SES Ea occurrence) $ ME EXP(Any one person) $ PE ONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: G ERAL AGGREGATE $ POLICY❑JEF7 LOC PR DUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY INGaccident LE 0917— $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED SO I XLY INJURY(Per ardent) $ AUTOS AUTOS NON-OWNED PR PERTY DAMAGE $ HIRED AUTOS AUTOS a7 accldeM UMBRELLA LIAB HOCCUR EA H OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION X ST TUTS ER TH- AND EMPLOYERS'=ILnY ANY PROPRIETOR/PARTNER/EXECUTNE YIN NIA WC90-00-618-05 12/31/2015 12/31/2016 E.L,EACH ACCIDENT $ 1,000,000 OFFICERIMA (Mandatory In ER EXCLUDED? E.L DISEASE-EA EMPLOYEE $ 1,000,000 (Mandatory M NH) If yes describe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $ 1,000,000 Location Coverage Period: 12/31/2015 12/31/2016 Client# 054151 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached N more space Is rereqqul Coverage Is provided for Z Roofing&Waterproofing Inc Roofing Contractor License CCC1 329603 only arose co-employees 2525 West 3 Ct of,but not subcontractors Hialeah,FL 33010 to: CERTIFICATE HOLDER CANCELLATION Miami Shores Village SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 Northeast 2nd Ave THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores,FL 33138 ACCORDANCE W WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 1 ©1988-2014 ACOR CORPORATION. All rights reserved. ACORD 25(20141011 The ACORD name and logo are registered marks of ACORD ,eco D® CERTIFICATE OF LIABILITY INSURANCE °ATE`M",M°/rYrY' fft� 6/30/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT Ashley Stefanell NAME: AX y Brown & Brown of Florida, Inc. PHONE (305)247-5121 A/C No:(305)248-3543 dba T.R. Jones & Co. EA GREss:astefanell@bbinsfl.com 1780 N Rrome Ave INSURER(S) AFFORDING FOVERAGE NAIC 6 Homestead FL 33030 INSURER A:Security National Insurance Company 33120 INSURED INSURERB:Commerce and Industry Insurance 19410 Z Roofing & Waterproofing, Inc INSURER C: 2525 W 3 Ct INSURERD: INSURER E: Hialeah FL 33010 INSURER F: COVERAGES CERTIFICATE NUMBER:2016 Liability REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUER POLICY EFF POLICY EXP LIMBS LTR TYPE OF INSURANCE POLICY NUMBER D M/DD X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CWMS-MADE ❑X OCCUR PRE SES Ea occurrence $ 100,000) SRS1121037-01 1/11/2016 1/11/2017 ME pXp(Any one parson) $ Excluded PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY PRO- LOC PR DUCTS-COMP/OP AGG $ 2 r 000,000 JECT OTHER: $ AUTOMOBILE LIABILITY CO B NED SI LI $ Ea ccident ANY AUTO BO ILY INJURY(Per person) $ ALL OWNED SCHEDULED BOE ILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PRC PERTY DAMAGE $ HIRED AUTOS E 1 1AUTOS Per eocident $ X UMBRELLA LIAB OCCUR EA H OCCURRENCE $ 2,000,000 B EXCESS LIAB CWMS-MADE AGGREGATE $ 2,000,000 DED I I RETENTION$ BE022111555 1/11/2016 1/11/2017 $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ NIA E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E L DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached H more apace Is required) Roofing Contractors; roof installation CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Ave Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE S DeVito/ASHLST ©1988-2014 ACORO CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS025(201401) S (6J b 22 c) JUL 01 2016 T LORIDA — c SECTION R4402.13 � �" HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIF A I Ed� '' CONSIDERATIONS R4402.13.1 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 a plained. 1. W Aesthetics-Workmanship:the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics(appearance)are not a consideration with respect to workmanship provisions.Aesthetic issues such as color or architectural appearance,that are not part of a zoning code,should'be addressed as part of the agreement between the owner and the contractor. 2. —6# Renailing wood decks: When replacing roofing,the existing wood ro f deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof decks usual ly_concealed prior to removing the existing roof system). 3. _Common roofs: Common roofs are those which have no visible deline doi be n R6 ghbo in z units(i.e.,townhouses,condominiums, etc.) In buildings with common roofs,the room co ra for d/or �� Lu F owner should notify the occupants of adjacent units of roofing to be performed. LU 4. _Exposed Ceiling: Exposed,open beam ceilings are where the underside f th :m f d king Gran be viewed from below.The owner may wish to maintain the architectural appearance;t ere roofi g najl penetration of the underside of the decking may not be acceptable.This provides the,'o tion o' a' in cn appearance. i m urc U, 5. iM Ponding water:The current roof system and/or deck of the building mai o filai well nd m y z cause water to pond(accumulate)in low-lying areas of the roof. Pounding can be an in heat@od of st ctv U distress and may require the review of a professional structural engineer. Pounding may shdrte t ife 2 expectancy and performance of the new roofing system. Pounding conditions may not be evident q I the. ; Q original roofing system is removed. Pounding conditions should be corrected. Li 6. Overflow scuppers(wall outlets): It is required that rainwater flows off so that the 4f is iat __ ' '- overloaded from a buildup of water. Perimeter/edge wall or other roof extension maylock 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 and R4413. 7. Ventilation: Most roof structures should have some ability to vent natura airflow through the interior of the structure asTmbly 7%t&e;.ldt 0sjlf}T4 existing amount of attic ventilation shall not be reduced. It may be beneficill4o c8QsideJacViiforptgent}rt„g which can result i e service life of the .. ... .. . . . .. .:0 0. 0 (2c, Owner/Agent's Signature 'Q:te ; �Cogtra ig r Date 000 .. .. . . Revised on 7/9/2009 LD . . . . . . . . . . Goo 0 . .. .. . . . .. .. �SHoR GQ Miami hones Village .w'. •MEM Building Department ,1*1�s �R'1p � Mi10050 N.E.2nd Avenue , ami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR LXISTING SITE. BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: (o-2rA—I to 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Burxl G2 AimoniD/ar Property Address: IR 2 Llw OL-9 2 Roofing Permit Number: Dear Building Official: I_A-5,n i Ge AlmaA m" certify that I am not required to retrofit the roof to wall connections of my building because: r<he just valuation for the structure for purpose of ad valorem taxation is less than $300,000.60. 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 edition of the South Florida Building Code (1994 SFBC) 3f�n&z AA .-,JSignature Print Name State of Florida County of Dade .. ... . . . . . .. The undersigned, being the first duly sw4w, depisesin j jyj.Ja;die/she is the owner for the �lbove property mentioned. Sworn to and subscribed before me this °° �'9 ' •day of � _, . Y�P�, LISS TTE PACHECO ° ° " • • • ' �a�`. ;` Notary Pu Iic State of Florida • • • • • • • • * m ° ' • • • • • Comml slon#FF 237998 Notary Public, Sate of Florida at Lar ° • • • • • =N;• z omm Expires Jun B,tots I „� Bonded thro gh National Notary Assn. • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00;anc�tthe uiI mg�as not constructed with FB I or a 1994 SFBC.Then you must provide a building applicatioi fromia GenoratoW4 for Ce Roolo Wall connection Hurricane Mitigation. • • • • • • • • • • • •• •• • • • •• •• Revised on 5/21/2009 °°° ° • • ••• • • -4 OFFICE Summary Report Generated On :6/16/2016 Property Information Folio: 11-3101-033-0650 Property Address: 182 NW 95 ST Miami Shores, FL 33150-1712 Owner BERNICE ALMODOVAR& SHARON KELLY-MAY ANDERSON +' Mailing Address 182 NW 95 ST MIAMI, FL 33150-1712 Primary Zone 0800 SGL FAMILY-1701-1900 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 2/1 /0 Floors 1 Living Units 1 Actual Area 1,402 Sq.Ft Living Area 1,104 Sq.Ft Adjusted Area 1,248 Sq.Ft Taxable Value Information Lot Size 9,300 Sq.Ft 2016 2015 2014 Year Built 1950 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2016 2015 2014 Taxable Value $39,075 $38,456 $37,754 Land Value $204,349 $151,397 $125,294 School Board Exemption Value $25,000 $25,000 $25,000 Building Value $86,861 $86,861 $84,614 XF Value $2,476 $2,048 $2,074 Taxable Value $64,075 $63,456 $62,754 __- _ - --- City Market Value $293,686 $240,306 $211,982 Exemption Value $50,000 $50,000 $50,000 Assessed Value $89,075 $88,456 $87,754 Taxable Value $39,075 $38,456 $37,754 Benefits Information Regional Benefit Type 2016 2015 2014 Taxable Value $39,075 $38,456 $37,754 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment $204,611 $151,850 $124,228 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption $25,000 $25,000 $25,000 Previous OR Sale Price Book- Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Page Board,City,Regional). 17962- Sales which are disqualified as a result of • • e • • • • • 1[1111998 $0 Short Legal Description 2622 examination of the deed •• • • 13910- MIAMI SHORES SEC 6 PB 10-39 i/01l1988 $66,500 1234 Sales which are qualified LOT 11 &W1/2 OF LOT 10 12496- BLK 132 ••• • • • • ••• 4/0,1/1985 $49,889 2656 Sales which are qualified LOT SIZE 75.000 X 124 ' • • • • • OR 17962-2622 0198 4 ••' ;• •+• •! ••+ The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full dis' Titno and 4se*A1re"nt at http:iWww.miamidade.gov/info/disclaimer.asp Version: • • • + • • • • + { r S�oREs ,pG mss= y Miami Village Budding Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �tp��pA 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 RESIDENTIALi 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: Property Address: Roofing Permit Number: Dear Building Official: I certify that I have improved the roof to wall connections of the referenced property as required by the Manual o urricane Mitigation Retrofits for Existing Site-Built Single Family Residential Structures as adopted by the Flo ' a Building Commission by Rule 96-3.047 F.A.C. Signature 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 : days r- • . .'• 20 Notary Public, Sate of Florida at Large (SEAL) • •" ' ••• FINAL COMPLIANCE Revised on 5/21/2009 • •• •• • • • • • e s�°SEs G 793M1 Villageiami shores �® jNLrf swell Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �'CpRjpA Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# DATE. INSPECTION AFFIDAVIT n �)CDc"�STti� licensed as a (n) Contractor/Engineer/Architect, (Print name and circle License Type) FS 468 Building Inspector License#: CCC 13 29 h 0 3 On or about I did personally inspect 6e roof deck nailinq and (Date&time) Secondary water barrier work at 197_ NW Qs ST Wand ij . 3-3150 (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. 000 Sworn to and subscribed before me this •�.da?of•�� : :•: •. Notary Public, Sate of Florida at Large •• ... `General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make such an inspection.Include photographs of each plane of the roof with permit#and address#clearly shown marked on the deck for each inspection ••• • • • • .•• • Revised on 5/21/2009 ••• :• • • • • •• •• ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) r� f 1 High-Velocity Hurricane Zone Uniform Permit Application Form. 1 1 1 Section A(General Information) 1 Master Permit No. Process No. i 1 Contractor's Name__ Z Roofing&Waterproofing, Inc. 1 Job Address 182 NW 95 Street 1 1 ROOF CATEGORY 1 1 ❑ Low Slope ❑ Mechanically Fastened Tile Mortar/Adhesive Set Tiles 1 ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood$hingles/Shakes 1 ❑ Prescriptive BUR-RAS 150 1 ROOF TYPE 1 ❑ New roof ❑ Repair ❑ Maintenance Reroofing ❑ Recovering 1 ROOF SYSTEM INFORMATION 1 Low Slope Roof Area(SF) Steep Sloped Roof AREA(SSF) 1800 Total(SF) n_ 8� 1 1 1 Section B(Roof Plan) 1 Sketch Roof Plan: Illustrate all levels and sections, roof drains,scuppers,overflow scuppers and overflow drains. Include dimen- sions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. 1 1 Perimeter Width:4.5' /Comer Sizes: 4.5'x 4.5' 1 1 1 � 1 � 1 _ 1 � 1 i 1 _ 1 _ 1 — •• • • •o • 006 %oJAecILEqLu en -- — • • •• i • w :— — r 1No as ens 1 • • FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014): ; ; • : 15.37 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) 1 f High-Velocity Hurricane Zone Uniform Permit Application Form 1 1 Section D(Steep Sloped Roof System) 1 . 1 Roof System Manufacturer: Boral Roofing LLC 1 Notice of Acceptance Number: i 13-0723.05 Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations): 1 P1: -39.1 P1: -68.1 P1: -100.7 1 1 I Deck T ------ -- 1 \ YPe' 5/8" Plywood 1 \ Type Underiayment [#730 Felt ASTM nailed to deck per FBC 1 RoofSlope: 4 12 Insulation: N/A — 1 ' 1 \ Fire Barrier: N/A 1 Ridge Ventilation? Fastener Type &Spacing 1-5/8 Tincaps—�12GA�Sai-T-- Ridge N/A I 12"oc Field " Iaps 16"oc Comer side laps I �\ Adhesive Type: Type Cap Sheet: Polystick TU NOA#14-0717.08 1 Mean Roof Height: _ 12' Roof Covering: Saxony 900 1 Type&Size Dripx a v. 1 1 Edge: Lattached w/1-1/4"RS! 1 l Nails @ 4"oc 1 . 1 006 0 Go 0 1 • • FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) • : �•: 15.39 ••• • • ••• ••• • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) 1 f" 1 High-Velocity Hurricane Zone Uniform Permit Application Form. 1 1 1 Section E(Tile Calculations) 1 For Moment based file systems,choose either Method 1 or 2.Compare the values for Mr with the values from M,. If the M,values are greater than or equal to the M,values,for each area of the roof,then the tile attachment method Is acceptable. 1 1 Method 1 "Moment Based Tile Calculations Per RAS 127" 1 (P1:-39.1 x X.313 = 1".2 -Mg:7.91 =M„4.32 Product Approval M, 40 1 (P2-68.1 xX 31 = 21.31-Mg: 7.91 =M,13.40 Product Approval (P3100.7xx,313.= 31_511-Mg:J-gj=M,23.6 Product Approval 1 Method 2"Simplified Tile Calculations Per Table Below" Required Moment of Resistance(M,)From Table Below Product Approval M, 1 M,required Moment Resistance" 1 Mean Roof Height 15' 20' 25' 30' 40' 1 Roof Slope 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 24.4 25.9 27.1 28.2 30.0 1 "Must be used in conjunction with a list of moment based file systems endorsed by the Broward County Board of Rules and 1 Appeals. 1 For Uplift based file systems use Method 3.Compared the values for F'with the values for Fr. If the F'values are greater than or 1 equal to the Fr values,for each area of the roof,then the tile attachment method is acceptable. 1 1 Method 3"Uplift Based Tile Calculations Per RAS 127" (P1: x L = x w:= )-W: x cos 6 =F„ Product Approval F' 1 (P2: x L = x w:= )-W: x cos 8 =F, Product Approval F 1 (P3: x L_= x w:= )-W: x cos A =F, 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- 1 pared by PE based on ASCE 7 1 Mean Roof Height H Job Site 1 Roof Slope A Job Site 1 Aerodynamic Multiplier 21 Product Approval 1 Restoring Moment due to Gravity Mg Product Approval 1 Attachment Resistance ••• ••M • Product Approval 1 Required Moment Resistance '• .alla.•; ; ;•; 1palculated 1 Minimum Attachment Resistance •• ••f' •• • Product Approval 1 Required Uplift Resistance Fr Calculated 1 Average Tile Weight •• 866 W••. . Product Approval 1 Tile Dimensions '{.;=I jngtb 4=44 • Pioclict Approval All calculations must be submitted to the builcling o cial at 164 time of peimit app ication. �. 1 15.40 ••• • FL: RIP BUILDING CODE-BUILDING,5th EDITION(2014) MIAMHMM MIAMI-DADE COUNTY a 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 Polyglass USA Inc. 150 Lyon Drive Fernley,NV 89408 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: Polyglass Polystick Underlayments 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 atotheorequectof the Building Official. This revises NOA#12-0713.02 and consists.offage's E tlaro4igti'4 The submitted documentation was reviewed by Alex Yigera. •• . ... ... . . . NOA No.: 14-0717.08 MIAM4DADE COUNTY Expiration Date: 09/13/16 0:0 • • ••• Approval Date: 01/22/15 • • • • ••• i i • i Page 1 of 9 • •• •• • • • •• •• ••• • • • ••• • • ROOFING COMPONENT APPROVAL Category Roofing Sub-Catetorv: Underlayment Material: SBS,APP Self-Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick MTS Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing Location 6598"x 3133/8" membrane,glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick MTS Plus Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing Location 65'8"x 3'33/8" membrane,glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick IR-Xe Roll: ASTM D 1970 A fine granular/sand top surface self-adhering, Manufacturing Location 65' x 3'33/8" APP polymer modified,fiberglass reinforced, #1 &#2 Or 65' x 3' bituminous sheet material for use as an 60 mils thick underlayment in sloped roof assemblies. Designed as an ice&rain shield. Polystick TU Plus Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- (Surface Printing) 65'x 3933/8" D 1970 fiber/polyester reinforced waterproofing Manufacturing Location 80 mils thick membrane.Designed as a metal roofing and roof #1 &#2 tile underlayment. Polystick TU P Roll: TAS 103 and ASTM A rubberized asphalt waterproofing membrane, Manufacturing Location 32'10"x 3'33/8" D 1970 glass-fiber/polyester reinforced,with a granular #2 130 mils thick surface designed for use as a tile roof underlayment. Polystick Tile Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- Manufacturing Location 61' x 3'33/8" D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane.Designed as a metal roofing and roof tile underlayment. Polystick Dual Pro Roll: .. US.143 aped ASTM.4,rubberized asphalt self-adhering,glass- 61' x 3'33/8: *4 19'10: fiber/polyester reinf rced waterproofing Manufacturing Location . .. . . . . ... #2 60 mils thick•• ••; ••• 1 membrane. Designed as a metal roofing and roof tile underlayment. . ... ... . . . .. . . . . . . . . . .. .. . . . . . NOA No.: 14-0717.08 M ffn;pe counmr Expiration Date: 09/13/16 ••• • • •'• ' Approval Date: 01/22/15 . : :•: : : : Page 2 of 9 . •• ••. ..• . .. .. ... . ... . . PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick TU Max Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,polyester Manufacturing Location 65'8"x 3'3-3/8" D 1970 reinforced waterproofing membrane. Designed as #2 60 mils thick a a roof tile underlayment. Elastoflex S6 G Roll: TAS 103 and ASTM Polyester reinforced, SBS modified bitumen 32' 10"x 3' 3-3/8" D6164 membrane with a bum off polyethylene or sanded back face and a granule top surface. For use in roof tile underlayment systems. MANUFACTURING PLANTS: 1.Hazelton,PA 2.Winter Haven,FL EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Trinity)ERD P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798&G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798&G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798&D1970 10/19/11 P40390. 08.12-1 TAS 103&TAS 110 08/06/12 P40390.08.12-2 ASTM D 1623 08/07/12 P40390.10.12 ASTM D 1970 10/03/12 P37590.07.13-1 ASTM D6164 07/02/13 P45270.05.14 TAS 103,TAS 110&ASTM 05/12/14 D1623 P46520.10.14 ASTM D1623 10/03/14 P44360.10.14 TAS 103 &TAS 110 10/07/14 P43290.10.14 ASTM D 1970&TAS 110 10/17/14 PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-089-02-01 TAS 103/ASTM D4798&G155 07/06/09 Momentum Technologies,Inc. JX20H7A TAS 103/ASTM D4798&G155 04/01/08 RX14E8A TAS 103/ASTM D4798&G155 11/09/09 .••DX23p8g3.•. ; jV t03/ASTM D4798&G155 02/18/10 •. DX23DVA: : :9'tA%103/ASTM D4798&G155 02/18/10 • . • . • • . . .. ... .. . . . .. .. . . . . . . . . . see •• •• . • . • NOA No.: 14-0717.08 MIAM�•DADE caurrrr Expiration Date: 09/13/16 . . • . . Approval Date: 01/22/15 i i • i i i o i • i Page 3 of 9 • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION PROCEDURES: Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(1) Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6"o.c.at a minimum 4"head lap.(for base sheet only) Membrane: Polystick membranes self-adhered. Surfacing: See General Limitations Below. Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(2) Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6"o.c. at a minimum 4"head lap.(for base sheet only) Membrane: Elastoflex S6 G,hot asphalt applied. Surfacing: See General Limitations Below. Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(3) Base sheet mechanically fastened deck, subsequent cap membrane self-adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6"o.c.at a minimum 4"head lap.(for base sheet only) Ply Sheet: Polystick MTS Plus,self-adhered with minimum 3"horizontal laps and minimum 6"vertical (Optional) laps. Membrane: Polystick TU Plus,self-adhered. Surfacing: See General Limitations Below. .• ... . . . . . •• • •• • • • • ••• • •• ••• •• • • • •• •• • • • • • • • • • •00 •• •• • • • • • NOA No.: 14-0717.08 MIAM�•nWDE COUNTY Expiration Date: 09/13/16 ••' ' ' ' ' 0:0 • • Approval Date: 01/22/15 : • : V: : ; Y ; Page 4 of 9 • •• •• • • • •• Y• ••• • • • ••• • • INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels,and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3-%Z"and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley,start at the low point and work to the high point,rolling the membrane from the center outward in both directions. 5. For ridge applications,center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface,giving special attention to lap areas. 7. Flash vent pipes,stacks,chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6"piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS,Polystick MTS Plus,Polystick TU Plus,Polystick Tile Pro and Polystick Dual Pro may be used in asphaltic shingles,wood shakes and shingles,non-structural metal roofing,roof tile systems and quarry slate roof assemblies.Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof file systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth,clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Expposure Limitations(davs MTS IR-Xe Elastoflex TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus S6 G Winter Haven, 180 90 180 •• ••489 • • 180 • .•180 180 90 180 FL. . .. . . . . . Hazelton,PA. N/A 90 N/A 88 • "/ 4`/A N/ N/A N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrattvb.CW. •;• .•. ; .0. .... . . . . . . . . . . .. .. . . . . . • ••• NOA No.: 14-0717.08 IMAMI•DA6DE COUNTY Expiration Date: 09/13/16 ••• • 0:0 Approval Date: 01/22/15 • • • . Page 5 of 9 . . . . :0: . . . . •• •• . • . •• .. ... . . . ... . . 8. In roof tile application,data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick TU Plus,Polystick Tile Pro,Polys ick TU Max or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile application$1.Polystick Dual Pro is limited to mechanically fastened roof tile applications.Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9.Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9a. The maximum roof slope for use as roof tile underlayment for(direct-to-deck)tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Elastoflex S6 G Polystick TU Plus, Polystick TU Polystick MTS TU P,Tile Pro, Max Plus' Dual Pro Flat Tile Prohibited 4:12 No limitation No limitation 5:12 without battens Profiled Tile Prohibited 4:12 No limitation No limitation 4:12 without battens The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for both loading and installation of tiles at all times. 'The following limitations shall be apply when using Polystick MTS Plus: • Slopes up to those shown in the table above will require stagging of tiles—two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope,for a total of 6 tiles. (See Figure 1 below) • Battens shall be used for stagging of lugged tiles above 4:12 • Battens shall be used for stagging of flat tiles above 5:12 J/Slope Figure 1: Stagging Method 9b. There shall be no roof slope limitation for the Polystick MTS Plus/Polystick TU Plus two-ply underlayment system when a applied using the stagging method outlined above. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... . . . .. . . . . . . . . . . .. .. . . . . . •• ••• NOA No.: 14-0717.08 Mu►r�i•arwe couNrtt Expiration Date: 09/13/16 0:0 ••• Approval Date: 01/22/15 . . • ••• • •. . Page 6 of 9 . . . . . . . •• •• . . . •• •• ... . . . ... . . 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment.Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. Roofing TilesI (6 Max Per Sack) " CL 12 Roof Deck prepnd with , POLMCKTU Plus 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS,Polystick MTS Plus,Polystick IR-Xe,Polystick TU Plus, Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick MTS,Polystick MTS Plus,Polystick IR-Xe, Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick MTS,Polystick MTS Plus, Polystick IR-Xe,Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G are not listed,a request may be made to the Authority Having Jurisdiction(AHJ)or the Miami-Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance,and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,city and state of manufacturing facility and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. MIAMNDADE COUNTY APPROVED BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1.This Notice of Acceptance. 2.Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. see es: 096 000 . .. . . . . ... . .. ... .. . . . .. . ... ... . . . .. . . . . . . . . . . .. .. . . . . . •• • ••• NOA No.: 140717.08 MIAMI•GIADE COUNTY Expiration Date: 09/13/16 T—TIZ Mom ••• • • • ••• • Approval Date: 01/22/15 • ••• • Page 7 of 9 ••• • • • ••• • • POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls,with the exception of Polystick TU Plus should be back-nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type,applied with a minimum 1"metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions,at a minimum rate of 12"o.c. Polystick TU Plus should be back nailed in designated area marked"nail area,area para clavar"on the face of membrane,with the above stated nails and/or disks.The head lap membrane is to cover the area being back- nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams(selvage laps)must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric;and granule over granule end laps,shall have a 6"wide,uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement,applied in between the application of the lap.The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments.Refer to the Polyglass Tile Loading Guidelines. See General Limitations#9 and#10. 6. Battens and/or Counter-battens,as required by the rile manufacturers NOA's,must be used on all projects for pitch/slopes of 7"/12"or greater. It is suggested that on pitch/slopes in excess of 6'/4"/12",precautions should be taken,such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation&before loading of roofing tiles is Forty-Eight(48)Hours. 8. Polystick membranes may not be used in any exposed application such as crickets,exposed valleys,or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement to the area in need of repair,followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair.Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry,clean and properly prepared,before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami-Dade Notice of Acceptance(NOA)approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800)894-4563. .. ... . . . . . •• .. • . . . • ••• ••• • • • NOA No.: 14-0717.08 MIAMbDADE COUNTY •.• • . • • 1:1•. • • Expiration Date: 09/13/16 F-11221101HOF 00: : + i Approval Date: 01/22/15 i :•••: : : : :•••: Page 8of 9 ••• • • • 000 9 • 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 8944563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association(NBCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE .. ... . . . . . .. . .. . . . . ... . •• • • • • • • • • • • •• •• • • • • • NOA No.: 14-0717.08 C-DADE COUNTY • • ..• • . Expiration Date: 09/13/16 Approval Date: 01/22/15 . .. .. . . . .. .. Page 9 of 9 ... . . . ... . . M1A'M _ MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) N'ww.miamidade.aoy/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 entiraal�A�shat ie piovided wNte user by the manufac er or its distributors and shall be available for inspection at the j qjb sitq at the tequept pf thq Building Official. 00 '*This NOA revises NOA No. 12-0222.03 and:on* sists of pages 1 through 10. The submitted documentation was mrievmd by fyex Fiera. • • • • 96 •11 NOA No.: 13-0723.05 MtNtru•n�we 14rtt Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 1 of 10 ROOFING ASSEMBLY APPROVAL Category Roofing Sub-Cateaory: 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 file brushed 2. Right half brushed(shown in drawing) 3. Left half brushed 4. No brush Saxony 900-Shake 1= 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; •• roof pieces for use at hips,rakes,ridges and varying flycknq k ;.; •, valley terminations manufactured for each •. ... .. .. the profile. .. . . . . . . . . . MIAMI•DADE CNOA No.: 13-0723.05 OUNTY •• • ••• Expiration Date: 04/26/17 • • • Approval Date: 09/26/13 . • Page 2 of 10 • .• •. • • • .. .. 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 (1 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. ..N,V4. . � . . .. TAS 112 . R3. 4..: .: .: .: .: .: Celotex Corporation 520494 : : : 'Static Uplift Testing Dec. 1998 Testing Service �526t h-V ** TAS 101 Celotex Corporation 520191-1 Static Uplift Testing March 1999 Testing Service ' TAS 101 .. . . . . . . . . . '' '° •• • ° • • • MMODADECOUNTY NOA No.: 13-0723.05 •• • • • •.• • 1 Expiration Date: 04/26/17 Approval Date: 09/26/13 . . . Y • . Page 3 of 10 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 MIAM4QADE Coin •• Expiration Date: 04/26/17 Approval Date: 09/26/13 "' ••• Page 4 of 10 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 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(111) and Dimensions (I x w) Tile Profile Weight-W(Ibf) Length-I (ft) Width-w (ft) Saxony 900 11.5 1.417 1.08 Slate, Shake&Split Shake Table 2: Aerodynamic Multipliers -A.(ft3) Tile x(ft') ;L(ft) Profile Batten Application Direct Deck Application MonierLifetile Saxony 900 0.289 0.313 Slate, Shake& Split Shake Table 3: Restoring Moments due to Gravity- Mg(ft-140 Tile 2"•12" 3"•12" 4"•12" 511•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 •• ••• Expiration Date: 04/26/17 MIAMbDADE COUNTY 0:0• ••• Approval Date: 09/26/13 • . . Page 5 of 10 • 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. 19/32" 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 A8 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 Pol oam Pol ProTm 118.9 Slate, Shake&Split Shake Polyfbarn Pol ProTm 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 ": : : .'. Tije••• M nimum Attachment Profile •': :40IIIIation Resistance MonierLifetile Saxony 900 owe ortar Sgtl 43.9 Slate, Shake &Split Shake 5. Tile-Tite Roof Tile Mortar ••• .. . . . . . . . . % •• • NOA No.: 13-0723.05 MIAMI•DADE CQUNTY •• Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 6 of 10 . . . . . . . . . . . .. 0: .ass .: .. .. ... . .. . . 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". LABEL FOR SAXONY 900 TILES(LAKE WALES FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... . . . .. . . . . . . . . . • •• •• NOA No.: 13-0723.05 MIAMI•DADE COUNTY Expiration Date: 04/26/17 Approval Date: 09/26/13 • ••• Page 7 of 10 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PROFILE DRAWINGS NAIL HOLES • 1-5/32"(Slate) 17 " COVERLOCK 13 " UNDERLOCK SAXONY 900-SLATE .. ... . . . . . .. .. . . . . . . .. . . . . ... . . . . .. ... .. . . . .. . ... ... . . . ' ' ' ' NOA No.: 13-0723.05 . .. .. . . . . . MLAMMDADE COUNTY •• ••• Expiration Date: 04/26/17 Approval Date: 09/26/13 ... . ... Page 8 of 10 • .. .. 0.11 • . .. .. NAIL HOLES 1-9/32"(Shake) i 1 17 13 Note: Available Top Surface Finishes 5. Complete tile brushed 6. Right half brushed (shown in drawing) 7. Left half brushed B. No brush SAXONY 900-SPLIT SHAKE 00° • 000 • . 0 o • '• ' '• � � •°• :• NOA No.: 13-0723.05 Mu►hnalwe couw7�r ' Expiration Date: 04/26/17 Approval Date: 09/26/13 °°• • • • • ••• • • Page 9of 10 NAIL HOLES 1-9/32"(Shake) 17 13 " SAXONY 900-SIUKE END OF THIS ACCEPTANCE • •• • • • • ••• i •• ••• •• • • • •• ♦. ♦ . • . ♦ • ♦ . NOA No.: 13-0723.05 MMMT-DAD,COUNTY Expiration Date: 04/26/17 Approval Date: 09/26/13 ♦' ' • • • ••• • • Page 10 of 10 MIAMI-DARE COUNTY HfAHPRODUCT CONTROL SECTION R705 In 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/economy 3M Company 3M Center Building 0220-05-E-06 St.Paul,MN.55144-1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:3MTM 2-Component Foam Roof Tile Adhesive AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,',Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the4obaiw at tke request.of 4v Building Official. This NOA revises NOA 13-0502.02 aAd Aid ifiageiI.-thrdUgh 11. The submitted documentation was revieweaby Alex Tig8rEr •• . ... ... . . . • • • • • NOA No.: 14-0805.01 MIAM4DADH COUNTY • • •• • Expiration Date: 05/10/17 Approval Date:09/04/14 ••• • • • • ••• • • Page 1 of 11 • • • • • • • • • • ••• • • • ••• • • ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as described in this Notice of Acceptance.For the locations where the design pressure requirements,as determined by applicable building code,do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat,low,and high profile roof tile systems using 2-Component Foam Roof Tile Adhesive AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2-Component N/A TAS 101 Two component polyurethane foam adhesive Foam Roof Tile Adhesive AH-160 Foam Dispenser N/A Dispensing Equipment RTF1000 ProPack®30& 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Property 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 @I58T., 100%Humidity,2 • •• weeks Closed Cell Content •,• �,; A,9.T•;)J§J6•:• 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods slid arAgubjject to normgl manufacturing variation. • NOA No.: 14-0805.01 MIAMI-RADE COUNTY ••' i' �' '•' •• '•' Expiration Date: 05/10/17 Approval Date:09/04/14 ... • ... 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[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp.Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3M""2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low,&high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3M'm 2-Component Foam Roof Tile Adhesive AH- 160 roof file 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+A"stfajvj E•odcte.: ••• . .. . . . . ... . • . • . • .. ... .. . . . .. . ••• ••• . . . • • • NOA No.: 14-0805.01 C'�92�MHJ�z ADE •• • • • ••• • Expiration Date: 05/10/17 .. Approval Date:09/04/14 0:0 . . . . 0:0 . • Page 3 of 11 :0:•• • INSTALLATION: 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH- 160. 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in'the roof tile assembly NOA. 3. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the"A"component and the"B"component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF1000 or ProPack®30& 100 dispensing equipment only. 7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive.Tile must be set within 1 to 2 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH-160 has been dispensed. 9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in accordance with the Placement Details'herein. Each generic tile profile requires the specific placement noted herein. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... . . . NOA No.:14-0805.01 M�4hn•c�weCourrtr 000 • Expiration Date: 05/10/17 JAPPROVEDApproval Date:09/04/14 ... . ... . Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High 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•DAD. E COUNTY !.. #=, BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. .. ... . . . . . .. . .. . . . . ... . • . . .. ... ..• .• . . .. On: ' ' NOA No.:14-0805.01 .. .. . • • . . MLAMIOADE CoutvTY 000 • ' ' "' ' Expiration Date: 05/10/17 Approval Date:09/04/14 ••• • ••• Page 5of11 . . . • . • • . . . ADHESIVE PLACEMENT DETAIL# 1 yftmyre&enr"a Flat/Low Profile Tile ISI 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 overlook of the tile being set. 2. Continue in same manner.Insure approximately 17 (109.7 cm)—23 (148.4 cn?)square inch adhesive contact with the underside of the tile. Ewi•Qa�ur•_� a�nenre►�h �ner,: Medium Profile/ Double Pan Tile lwhm"wire* �� _ _J_a v«etd�r�s�„•.u,ra�� 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. 14 2. Continue in same manner.Insure approximately 17 (109.7 cm2)—23 (148.4 cm)square inch adhesive contact with the underside of the tile. Feed. ► High Profile/Single Pan Tile ahs 1. Starting at the eave course,apply a minimum 2" ' z (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underl#yment positioned as shown loin N under the pan portion of the tile closest to the 2in. � overlock of the tile being set. Daman 2. Continue in same manner.Insure approximately 17 (109.7 cm)—23 (148.4 cm)square inch adhesive °~ ,•¢ . • .• contact with the underside of the tile. E�r•inua•- hum . . d h``• .�" •`.,••moi : ••• in. r �. Earednwe • ••• ••• • • • •• • • • • • • • • NOA No.: 140805.01 MUAMi•DAoe courirr •• :00 Expiration Date: 05/10/17 Approval Date:09/04/14 0:0 •• . . 0:9 . . Page 6 of 11 • .. •• . • • .. .• ••• . . . .•• • . ADHESIVE PLACEMENT DETAIL#2 + n+st er*msmu X�,aaay ie . �� Flat(Low Profile Tile 1. Starting at the eave course,apply a minimum 2"(50.8 `h mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the z,, strengthening rib of the tile closest to the overlock of � 7i"'`�'-` the file being set.Insure approximately 17(109.7 cm2) „•l —23 (148.4 cm )square inch adhesive contact with the s F EMCOUM =` `� p� r underside of the tile. . t 2. At the second course,apply a minimum 2"(50.8mm) ARIM x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner.Insure approximately 10" (64.5 cm2)- 12(77.4 cm)square inch adhesive contact with the underside of the tile. Medium Profile/Double Pan Tile o � I ��r.rar�a �a aur 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.Insure approximately 17(109.7 cm2)— ' 20n. ��. ,` 23 (148.4 cm)square inch adhesive contact with the Big opti�on� underside of the tile. e® ,,,� '•�, -� 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 tile 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. .. ... . . . . . .. . (Instructions continued on next page) .. . . %: . ... ... . . . • • NOA No.: 14-0805.01 . .. .. . . . . . MIAMPDADE COUNTY •• • • • ••• • Expiration Date: 05/10/17 Approval Date:09/04/14 ... . . ... . . Page 7 of 11 . . . V: . . . . . •• ••. ..• . .. .. ... . ... . . ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) W t ftaay� -n�.a High Profile/Single Pan Tile d• ra�l� a' �-�, $� 1. Starting at the cave course,apply a minimum 2"(50.8 F t" mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the r pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17(109.7 cm2)— 9`"' 211L '�-_ . 23 (148.4 cm2)square inch adhesive contact with the underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan to s� portion of the tile closest to the overlock of the tile a��•�. being set. 3. Continue in same manner.Insure approximately 17" (109.7 cm2)- 19(122.6 cm)square inch adhesive contact with the underside of the tile. .. ... . . . . . .. 000 0:6 0:0 000 •• ••• •• • • • •• •• . • • • . . • NOA No.: 14-0805.01 MIAM4DADE COUNTY ••• '• '• ••• '•• ••• Expiration Date: 05/10/17 Approval Date:09/04/14 ... . . ... . Page 8 of 11 • • . . . . . . . . . .• •. • • • •. •. ••• • • • ••• • • it ADHESIVE PLACEMENT DETAIL#3 twhm�hplasdc cameo p•ddjr 8�ai mrsi 1. On the eave course only,apply a minimum 2"(50.8 mm)x 10" (254 mm)x 1"(25.4 mm)foam paddy ° ►$ �� onto the underlayment positioned as shown,under �M 8paoRk the strengthening rib fbr flat tile or under the pan portion of the tile for low or high profile tile closest 4:4hL to the overlock of the tile being set.Leave approximately 4"(1011,.6 mm)up from the eave an Pad* edge edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 (109.7-148.4 cm)of ,oma ti adhesive contact with the underside of the tile Fmcksm 2. Apply a 4"(101.6 mm)x 4" (101.6 mm)x 1"(25.4 mm)foam paddy onto:,the underlayment just below Flat/iowProfeTUe the second course linepositioned foam paddy under the strengthenini rib for flat tile,or under the nDphmdc naftmmdwtft pan portion of the tile,closest to the underlock for ('&mP, ttet�tnnl the second course tile to be installed. Insure approximately 8-9 int(51.6-58.1 cm)of adhesive ear ( mfttlo contact with the underside of the tile. (Instructions continued on next page) PWWW oon�``~�`` aln. EneClmre EmeComm FaKb MRdh n PMR10TUe ••• ••• • ° NOA No.:14-0805.01 MLAWmwe COu Expiration Date: 05/10/17 Approval Date:09/04/14 .�. •:. Page 9 of 11 • • • • • • • • • • ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) Mello P ShePaddyamdutue (when 3. Also apply a 2" (50.8 mm)x 4"(101.6 mm)x V �ranet�ee'tttesl (19 mm)paddy on top of the eave course tile Batu surface as shown,on top of the strengthening rib ° .� for flat the or on top of the pan portion of the tile, closest to the underlook of the first course of tile. Install second course of tile.Insure approximately „�.4x4hL ` 9(58.1 cm)- 11 (7lcM2)square inch adhesive Simp 2241M • contact with the underside of the rile at the overlap and 7(45.2 cm)-9(58.1 cm?)square inch adhesive contact with]the underside of the tile at the head of the tile.Continue in same manner. EazeCkwm tom. Eam cbmure LM aedp Hip PmMoT le • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• • • • '; ;. ;. ; ; .• ; ; NOA No.: 14-0805.01 CMAUMOMADEUNTY •• • • • ••• • Expiration Date: 05/10/17 Approval Date:09/04/14 .•. • • • • .•. • • Page 10 of 11 • • • • • • • • • • ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1. Starting at the eave(course,apply a minimum 2" t>a�enough adhesive to achieve ss to"�.hu steep�applications (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam �Wed�the pan tile. when 2)Turn covers upsldedown.Pim adhesive In paddy onto the undcrlayment positioned as to t in.from oubmeMtge ofcover tue. shown under two adjacent pan riles. Support eave Thenco�t�darea. am tile. 25 s%In. / tiles from rocking until adhesive has a chance to �o ti„deft„,ent ,fir- cure. o � - a 2. Continue in same neer bringing two pan ° courses up towardt�e ridge.Insure Z approximately 65 (419.4 cm)—70(451.6 cm) square inch adhesive contact with the underside Sheathing of the pan tile. Ea•e lInatarsho.n► 3. Turn covers upside down exposing the underside Wephole Paso 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 ease mums Drier tile,abut to sward comme of edge of each side of the cover tile.Leave pan Blas.Ftars save end o<pan and cover tiles are flush at save Br% 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 cm)-25(161.3 cm2)square inch contact area on each side of the cover tile to the pan rile. 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 .. ... . . . . . .. 000 .. ... .. . . . .. ••• ••• • • ' :• : : •' NOA No.:14-0805.01 f�lwril nEwE Couf ' ' • "' ' Expiration Date: 05/10/17 Approval Date:09/04/14 ••• • • • • ••• • • Page 11 of 11 A•• ••• ••• •• ••• •• ••• •• . •