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RF-15-1749 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-238985 Permit Number: RF-7-15-1749 Scheduled Inspection Date: August 19, 2015 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: DARRING,AL& STEPHANIE Work Classification: Tile Job Address:38 NE 102 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060131480 Project: <NONE> Contractor: MASTERMIND CONSTRUCTION, INC. Phone: (305)562-0347 Building Department Comments RE-ROOF TILE ROOF Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 19, 2015 For Inspections please call: (305)762-4949 Page 17 of 39 GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES i EDYNATECH ENGINEERING CORP. \, DC \ / WWW.DYNATECHENGINEERING.COM CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH FLORIDA BUILDING CODE TEST POTOCOL TAS-106 MIAMI,August 17,20152015 PERMIT No. RF-7-15-1749 CLIENT: MASTERMIND CONSTRUCTION: 1854 NW 2041 Street Miami Gardens,FL 33056 PROPERTY ADDRESS:Roof @ 38 NE 102ND STREET MIAMI SHORES, FL 33138 TILE TYPE/ATTACHMENT: Spanish S Roof Tile Polyfoam Set. Inspected By: JM Testing Equipment:Humboldt Scale Model H-4620 The test results presented here reflect the condition of the roof system at the time of the test.These results are time and sample dependent since roof condition are continuously changing due to the exposure to the element and roof top traffic Test No. Test Location Field Uplift Pull Test Test Result 1 -53 Field See Sketch Below > Than 35 LBS Passed 54 -62 Corner See Sketch Below > Than 35 LBS Passed 63-99 Perimeter See Sketch Below >Than 35 LBS Passed 100 - 131 Ridge caps See Sketch Below > Than 35 LBS Passed ROOF TILE UPLIFT IN ACCORDANCE WITH FLORIDA BUILDING CODE TEST PROTOCOL TAS-106 ROOFSKETCH 7 72 364 63 7 95 9a 93 O -- ---------- ----- a ----- --------- -- --- 1 10 N 96 53 52 51 '92 31 32 33 34 35 10 2 1 40 1 49 50 ' 74 1 7 i91 �i 1 30 29 27 26 97 1 6 i 3 16 17 18 19 41 38 47 48 I 3 i90 � 24 23 22 21 i 20 96 43 75i 12 12 42 42 47 1 1 a �x- -B3-- -84- - --85-- , 25 44 45 46 89 12 13 99 _ - 09_ ___ ______ _ 76i l] i82 FLAT O A A. 56 6 87 86 5 5 1 6 NOT PART OF 14 THIS INSPECTION 12 10 81 77, 1 6 1 IS i 60 7 B 9 1 78 79 Sincerely yours, W L°" "`' •, Wissa o II aamani P.E. t O'` ^�. DYNATECH ENGINEERING CORP. a a> Florida Reg.No. 39584 Z. Special Inspector No. 757 750 WEST 84TH STREET.HIALEAH,FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EMAIL:INFOODYNATECHENGINEERING.COM" oR, s Grp Miami shores Village ..,. Budding Department 10050 N.E.2nd Avenue °' Naga Miami Shores, Florida 33138 LORiDp' Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# DATE: 2(' Is INSPECTION AFFIDAVIT licensed as a(n)Contractor/Engineer/Architect, (Print name and circle License Type) FS 468 Building Inspector License#:C( ,C On or about L, 23.20 I S' (p :05 Q , I did personally inspect the roof deck nailinq (Date&time) work at 3 ?) 10-2- S1 .. (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) Signat e 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. Sworn to and subscribed before me this day of 26 J Notary Public, Sate of Florida at Large VENEICE CANNOCK Commission 8 DD 583964 �l _', °,` MY Commission[xPiies June 30, 2017 '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(7/10/2014)5/21/2009 feet ff Ai RF-7715-174 at ,SXORes°�t Miami Shores Village Parft7"ype.Rdgf 10050 N.E.2nd Avenue NE Work CfassffrCatfotl. ..... Miami Shores,FL 33138-0000 Permit Status:APPROVE© Phone: (305)795-2204 fiCORIU�` tss-0Date:7114120'[5 Expiration: 01/10/2016 Project Address Parcel Number Applicant 38 NE 102 Street _._ 1132060131480 AL&STEPHANIE DARRING Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell AL&STEPHANIE DARRING 38 NE 102 Street MIAMI SHORES FL 33138-2323 Contractor(s) Phone Cell Phone �v _...�...... ...,_M...�..._.N___ � .._....._.^ $ 14,000.00 MASTERMIND CONSTRUCTION, INC. (305)562-0347 Valuation: Total Sq Feet: 3700 Type of Work:Re Roof Available Inspections: Additional Info: RE-ROOF TILE ROOF Inspection Type: Classification: Residential Up Lift Report Scanning:3 Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-7-15-56324 CCF $8.40 DBPR Fee $4.88 07/14/2015 Check#: 1182 $866.16 $0.00 DCA Fee $4.88 Bond#:2788 Education Surcharge $2.80 Permit Fee-New Roof $325.00 Scanning Fee $9.00 Technology Fee $11.20 Total: $866.16 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-na ed contractor to do the wWk stated. July 14, 2015 Authorized Signature:Owner / Applicant / tractor / Agent Date Building Department Copy July 14, 2015 1 I l ' Miami Shores Village - r Building Department f 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax: (305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 1(4 FBC 20H � BUILDING Master Permit No.,o- �s n- t-19 1 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ,%' (`� �Li 102 2 3 Cit :, 06iami Shores Count Miami Dade Zi Folio/Parcel#: . �zoj �o! �� Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): k '&g&� CV Phone#-3oS-yoI-32.12 �- Address: 33 nZ LIZi / City: IJA t q 2n 4— -�n2S State: E Zip: Tenant/Lessee Name: Phone#: Email: Af,5 CONTRACTOR: Corppany Name: �ert,, Coos rA_4,d n—hone#: / 5�f A/&0 acq") S�e_;X Address: � `,� J City: CCA'CL. State: I I.&212-de-f Zip: Qualifier Name: 1J f� Phone#:1()) 5(0 z 3 y State Certification or Registration#: ( (_ U� Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ , �(�1/. Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ ew a Repair/Replace ❑ Demolition Description of Work:VQ- R.60C bte- ( . Specify color of color thru tile: LjeYyQc c t \_ Submittal Fee$ J6 Permit Fee CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$cq_TM/``,��i )/' TOTAL FEE NOW DUE$ (Revised02/24/2014) 6 l i 1 Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signat Signature OWNER or AGEN CONTRACTOR The foregoing in rument was acknowledged before me this The fQr oing instrument was acknowledged before me this day o 20 , by day of 20 , by C . who is personally known to ho is personally known to me or who has produce as me or who as produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: i Sign: L.� Sign: Print: /VVYIa Print: 1,a-&W\0 Seal: VENEICE CAMMOCK Seal: DD 583964 VENEICE CANINIOCK I,: PAY C n,ii n i expires C0111111�$s'(n it DD 583964 Low 1U e 3 I- 2 017 �= My Com�i scion Lxpire.s —" June 30, 2017 ************************** ************************************** * ********************* APPROVED BY 7 I Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application-Miami-Dade County Page 1 of 1 nuirr or TWP PR.nPPr?Tv APPPAIUQ Summary Report Generated On:7/8/2015 Property Information a_ Folio: 11-3206-013-1480 Property Address: 138 NE 102 ST Owner AL-WAYNE DARRING&W STEPHANIE r �- 138 NE 102 ST Mailing Address !MIAMI SHORES,FL 33138-2323 Primary Zone 1000 SGL FAMILY-2101-2300 SQ 0 01 RESIDENTIAL-SINGLE Primary Land Use !FAMILY: 1 UNIT Beds/Baths/Half 113/3/0 ►' u Floors I 1 Living Units 1 r Actual Area 14,196 Sq.Ft Living Area 13,340 Sq.Ft - vim 04 - Adjusted Area �- };3,599 Sq.Ft - Taxable Value Information Lot Size 17,250 Sq.Ft - ------ -_--------.j__.--_.- _ _ 2015" 20141 2013 Year Built 1948 ---- -�- ----- -------- --- --- ' --- - County Assessment Information Exemption Value - r-� -0 - ' s $50,000E $50,000 $50,000 Year i 2015 20141 2013 Taxable Value $195,886, $193,9351 $190,331 _- L---------- ... Land Value 1 $328,164 $328,1641 $224,906 School Board -- - --_ - �- Exemption Value $25 0001 $25,000 $25,000 Building Value - $250,490 $244,012! $244,012 - _ XF Value $6,0491 $6,101 $6,154 Taxable Value $220,886; $218,9351 $215,331 --- - - - - ------ i - - - -- --- City Market Value $584,703 $578,277; $475,072 -- ----- Exemption Value $50,0001 Assessed Value $245,886 $243,9351-$240,331 $50,000 $50,000 Taxable Value ! $195,886, $193,935 $190,331 -----_------------ Benefits Information Regional Benefit Type 20151 2014 2013 Exemption Value -- $50,00011 _$50,0001 $50,000 Save Our Homes Assessment i Taxable Value $195,8861 $193,935+ $190,331 Cap Reduction $338,817 $334,342 $234,741 Homestead Exemption $25,000; $25,000 $25,000 Second - Sales Information Previous OR Book- Exemption $25,000 i $25,000 $25,000 Sale Price Page Qualification Description Homestead -------------_ ______.---------1---_ ----�-----__---------A_ ----.-----i ------?- ------------------------ Note:Not all benefits are applicable to all Taxable Values(i.e.County, 01/01/2000 ; $0; 18978-28051 Qual by exam of deed School Board,City,Regional). 2008 and prior year sales;Qual by 07/01/1995 1$185 OOOi 16917-4322 exam of deed Short Legal Description ---�{- -- - --__-V- --- 05/01/1995 1$180,000116776-0091 12008 and prior year sales;Qual by MIAMI SHORES SEC 1 AMD PB 10-70 exam of deed LOTS 7 TO 9 INC BLK 11 LOT SIZE 150.000 X 115 OR 18978-2805 012000 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 disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 7/8/2015 �5" 'ms y� Miami shores Village Bill Building Department +.,r .o�0 10050 N.E.2nd Avenue /tIoRTDp� Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Property Address: 14-1?- L9 Z st Roofing Permit Number: Dear Building Official: I- t I4 certify that I am not required to retrofit the roof to wall connections of my build/in�because: ifhe just valuation for the structure for purpose of ad valorem taxation is less than 300 000.00. Please attach roof of ad $ p valorem taxation. ❑The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions of 1994 edition of the South Florida Building Code(1994 SFBC) Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, depo, and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of ;,k- VENEICE CAMMOCI< ��,ii ��_ CEx ommission#DD 583964 MY Commission p�fes '°' '`` June 30, 2017 Notary Public, Sate of Florida at Large • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00,and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 SHORES G� 7- Big ... .....�+ Irl iami shores V Building Department ��ORIDp 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CON7CTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. �OPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. BUSINESS NAME: 11'"dwl �h C BUSINESS ADDRESS: 17f�S� GU (jL/ GI CITY C 6 STATE ZIP3 � BUSINESS PHONE: � ) V/2 G FAX NUMBER L,&� CELL PHONE ( ) `� 2— G'J� QUALIFIER'S NAME: / aA QUALIFIER'S LIC NUMBER: ;J s �7 1 COL ssm eO84*mO97 :r lomwlw AAMA ORIP 40 T 1 ...� - i STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 ate— 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 SMATHERS, TIMOTHY HAKIN JR MASTERMIND CONSTRUCTION, INC. 1854 NW 204TH STREET MIAMI FL 33056 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range =-' STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque restaurants, DEPARTMENT OF BUSINESS AND and they keep Florida's economy strong. PROFESSIONAL REGULATION Every day we work to improve the way we do business in order to CCC1330571 ISSUED: 12/01/2014 serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information CERTIFIED ROOFING CONTRACTOR about our divisions and the regulations that impact you, subscribe SMATHERS,TIMOTHY HAKIN JR to department newsletters and learn more about the Department's initiatives. MASTERMIND CONSTRUCTION, INC. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, IS CERTIFIED under the provisions of Ch 489 FS. and congratulations on your new license! Expiration date AUG 31 2016 L1412010000745 DETACH HERE RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CCC1330571 The ROOFING CONTRACTOR < b 'id Named below IS CERTIFIED Under the provisions of Chapter 489 FS. - Expiration date: AUG 31, 2016 SMATHERS, TIMOTHY HAKIN JR o a MASTERMIND CONSTRUCTION, INC. L 1854 NW 204TH STREET MIAMI FL 33056 E ■ ISSUED: 12/01/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1412010000745 ,owil" CITY OF MIAMI GARDENS BT 00�A 2014 BUSINESS TAX RECEIPT 2015 u N EXPIRES September 30,2015 MUST BE DISPLAYED AT PLACE OF BUSINESS d- no LICENSE ITEM DESCRIPTION/RESTRICTIONS Business Name/Location 0052453 BT-011066 2590 UNCLASSIFIED MASTERMIND CONSTRUCTION 1854 NW 204TH ST MIAMI GARDENS, FL 33056-5040 HOME OFFICE ONLY FOR CONSTRUCTION COMPANY Owner/Corp. Name MASTERMIND CONSTRUCTION SMATHERS,TIMOTHY 1854 NW 204TH ST This is an business tax only. It does not permit the payee to violate MIAMI GARDENS, FL 33056-5040 any existing regulatory or zoning laws of the City or Miami Dade County.Nor does it exempt the payee from any other tax or permit required by law.This is not a certification of the payee's qualification City of Miami Gardens Enforcement Department 18605 N.W.27th Avenue Suite 118,Miami Gardens FL 33056 61 CERTIFICATE OF LIABILITY INSURANCE MNUDDIYYYY) 07/08/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: N 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 ALL CITY INSURANCE INC-ACI CONTACT CARMEN RODRIGUEZ 275 FONTAINEBLEAU BLVD. PHONE (305)463-9431 FAX (305)436-6797 SUITE 190 E-MAIL GMAIL@ALLCITYINS.COM MIAMI FL 33172 PRODUCER 203758 ell"UnNFIR In it. INSURER(S)AFFORDING C VERA E NAIC/ INSURED INSUR ,MID-CONTINENT CASUALTY CO 23418 MASTERMIND CONSTRUCTION INC INSURER B:UNITED STATES LIABILITY 1 1854 NW 204TH STREET INSURER C: OPA LOCKA FL 33056- INSURER D: INSURER E; COVERAGES CERTIFICATE NUMBER:31 REVISION NUMBER:00 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 ADDL SUBR POLICY EFF POLICY EXP LIMITS A GENERAL LIABILITY X 04GL913675 10/06/2014 10/06/2015 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ 100,000 CLAIMS-MADE E OCCUR MED EXP An one person) EXCLUDED PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 1,000,000 XPOLICY PRO LOC1 1 $ A AUTOMOBILE LIABILITY 04GL913675 10/06/2014 10/06/2015 COMBINED SINGLE LIMIT (Ea accident) E 1'000'00() ANY AUTO BODILY INJURY(Per person) $ ALL OVMED AUTOS BODILY INJURY(Per accident) $ SCHEDULED AUTOS X PROPERTY DAMAGE $ HIRED AUTOS (Per accident) X NON-OWNED AUTOS $ B X UMBRELLA LIAB OCCUR CUP1552842 8/08/2014 6/08/2015 EACH OCCURRENCE $ 3,000,000 EXCESS LIAB HCLAIMS-MADE AGGREGATE $ 3,000,000 DEDUCTIBLE $ B WORKERS COMPENSATION WC-332662-0-0 10/06/2014 10/06/2015 VJC STATU- OTH- ANDEMPLOYERS'LIABILnY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $ 100'000 OFFICER/MEMBER EXCLUDED? Y� (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 Ifes,des-be under E.L.DISEASE-POLI Y LIMIT 100,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,N more space is required) GENERAL CONTRACTOR CERTIFICATE HOLDER CANCELLATION Al COMMWJ SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE CITY OF MIAMI SHORES THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN BUILDING&ZONING DEPT. ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2ND AVE MIAMI SHORES FL 33138- AUTHORIZED REPRESENTATIVE ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009109) The ACORD name and logo are registered marks of ACORD x s NJ • • • gid" , i: ■ ■ ■ • . ■ - . . I • • • ■ • . ■ • - • ■■.\■■\iw\■I■■■���■■��■lfil►■■■M■■■■■y■■■■■■■■■■■/IIII���lill■■MEMO MIND\■■■■■MI■N■i►/■■rA■■.I"..,■■■■r■G'■MM■■■■■■M■■■L!N■i■■�I■I■■■EMM ■■■\!O■■■!■■•/nl■■I%■C.WO■E'■■►.il■SWIM■,►O■■■P7■■/■LIRMI■M■M■■■■■■ ■■I■■\■■■■1��,■Li■II■■■■i!■■■6■■Mi1rr/,■I:i■ i1an mItIMIXI■ME■MOONS ■N1■EMOME■CHEM■■UM■E■■7■�qi■■L■%llr WENNZWOM,■■NEMiL I1IMS0111MESO■ Mom'■11■�SS►'1■SM■r■■�iN■M■■:►r�w� am 0 MENEM i SOUL/■■■■■ IL NNE ■■■■■■■■■■■\►�■■■■\■■■■N■ IIIMMMMMMMW.,dM Osman NNE ■■Ew\\\■M■►.• M '■■■ ■ �IM■e�■a•oval■■■■ !■■'Ana■■■M■■■c�EEM■■■■■■■■■►:■M►:a■■n■ar:a■■ 11►■■11r1ME••?;;:moi■Mgloom■t IM■MM■NN■C�■■�%illJM■■!■■■V�ItM■■i■■�:!■M ■■'irJll■��F11M■■SENERE��� E��S■�����fi111■■■■■■■I_.i•■SE■■■■'!■!1■■ ■■■■■■■■M■/ \■■M■■■■■■■■■M■am■■■■■M■■■■■■■■■■■\\■■■■■■■Mr!\■ ■■■■■■■O■r,ElNE■■■■M■■■■■■■■■1O■■■■■■■■■■■NE■M■M\■G7■O■■■■■■ ■MI■■E■1■/�M■I■■►�■■�1■E■■■M■■�■v■■■E■■■■■■■MIl■■■■■■1r/z■■■EEE■ ■EI ■�it11II■■■■MM■.,'EiIM■■N■Mr11M■■■■■■■v■■■OMENS ■■I I■E MVIEM■11■■M■\:!a■■■■■E■�1■■■■/■pWNSO■■N►1■■■■■M■■■►\■■■■■O■ ENIINLOANNEW■■11O■►I■■■E��■!�r►,i■\�!■■■■:ll�■■r/l■rea\OE■M■■N!M■■E■MMM\�M■■■■ ■Mil■I■■■■■■E■■J■■■\\■[■■\�■■I�7M\��11lE■■■■!■■■■■�MMM1:■E■E■ ■■IIM/IEEE■■■I■■■■■■■■\ter■•"wlf/■ML'IE■\.�i11i■■■■■■e7illll■■■■■t■■■■■ Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section DSt ( eep Sloped Roof System) Roof System Manufacturer: J- Product Approval Number:_ Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations): P1: (, P2: P3: Maximum Design Pressure Product Approval Specific System: •••• Method of Tile Attachment:3 AA S —CQm,Onrv�777W rn •f • .... ...... .... . ..... Steep Sloped System Description •• •• •••• •••••• Deck Type: LA3 00P Roof Slope: Type Underlayment: � 12 Insulation: Fire Barrier: Fastener Type & _ Spacing: Ridge Ventilation? it 3 �� �. L CP 3 r 0.0 Adhesive Type: ("I"-S, i'6 u.sf�<<� T Pl" -0 Type Cap Sheet: %n � Roof Covering: Mean Roof Height: lspowsh .'� ' A'Llev" Type&Size Drips I Edge: 2 X 2 r-� f_ J J 'C.U✓ ,J Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile 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. Method 1 "Moment Based Tile Calculations Per RAS 127" (P, x =_)—M9: =M,, Product Approval M, (P2: x A =_�—MG: =Mr2 Product Approval M, (P3: x A =_ —Mg: =Mr3 Product Approval M, Method 2 "Simplified Tile Calculation Per Table Below" j Required Moment of Resistance(M,)From Table Below 1 c Product ApJ)roy9LM, •• ••••• .. • 7- -Mf Reaulred Moment Resistance* '• """ Mean Roof Height—► •• • • 0000.• Roof Slope 15' 20' 25' 30' '.. .' 40'•0• •• 0 0 • 00.00 2:12 34.4 36.5 38.2 39.7 ••; •• 4Lj__L•• ••:••' 3:12 32.2 34.4 36.0 37.4 '• ' 39.8•" "•"• 4:12 3 .4 32.2 33.6 35.1 ; ; 37. ��•��� 5:12 28.4 30.1 31.6 32.8• 34.9, 6:12 26.4 28.0 29.4 30.5 '• ' 32.4• ••; ����•� 7:12 24.4 25.9 27.1 28.2 30.0 •• ' *Must be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based the systems use Method 3.Compare the values for F'with the values for Fr. If the F'values are greater than or equal to the F,values,for each area of the roof,then the tile attachment method is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 127" (Pl: x 1: = x w:= -W: x cos 0: - =F,,_ Product Approval F' (P, x 1: = x w:=_)-W: x cos 0: - =F, Product Approval F' (P3: x 1: = x w:=_�-W: x cos 0: - =F,3_ Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure Pt or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 6 Job Site Aerodynamic Multiplier ? Product Approval Restoring Moment due to Gravity Mo Product Approval Attachment Resistance M, Product Approval Required Moment Resistance M, Calculated Minimum Attachment Resistance F- Product A royal Required Uplift Reslstanoe F, Calculated Average Tile Weight I W Product Approval Tile Dimensions I=length Product Approval w=width All calculations must be submitted to the Building Official at the time of permit application. SECTION R4402.13 440 3 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to this section,it is the responsibility of the roofing contractor to provide the ownerwith the required roofing permit,and to explain to the ownerthe content of this 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 and the contractor.The owner's initial in the adjacent box indicates that the item has been explained. 1.Aesthetics-Workmanship:The workmanship provisions of Section R4402 are for the purpose of providing that the roofing system meets the wind resistance and water intrusion 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.Renailing Wood Decks:When replacing roofing,the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior to removing the existing roof system.) ...• 3. Common Roofs: Common roofs are those which have no visible•delineation ba%%eln .• neig boring units (i.e. townhouses, condominiums, etc.) In buildings with comn"F:mfs, the roofing •••.:. contractor and/or owner should notify the occupants of adjacent units of roofing woWtb*130 performed. • .66 • _D 4.Exposed Ceilings:Exposed,open beam ceilings are where the undersidC6?the rootdecking •• ••• can be viewed from below.The owner may wish to maintain the architectural appearahtt*,f*refore,rptjfiftg ••••• nail penetrations of the underside of the decking may not be acceptable.This provides tc�oStbn of mdjt�ning ••••.. this appearance. ;•• • • •00*0 ...... _5. Ponding Water: The current roof system and/or deck of the building rtayebt drain'bvell and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be An indichar3:of • • structural distress and may require the review of a professional structural engineer. Ponding may%hortgn the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not ovoaded from a build up of water.Perimeter/edge walls or other roof extensions may block this discharge if overflow Y 9 0 o scuppers wall outlets Pp ( ) 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 ou d h v a e some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existingamount of attic ventilation shall not b e reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Exception:Attics aces designed b Florida p p g y a for da licensed engineer or registered architect to eliminate the attic venting,venting shall not be required. oil Owner's/Ag nt's Sign ture Date ;Ct4actor;'s nature 3� Property Address Permit Number MIAMFDAD� gam-•. 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) www.miamidade.gov/economv 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 haVeeM§ product or material tested for quality assurance purposes. If this product or material fails to pe rfot fir►in they Wepted m '•• ;• manner,the manufacturer will incur the expense of such testing and the AHJ may imediatV�%ejvoke,mo3wi j or •• ` suspend the use of such product or material within their jurisdiction. RER reserves the right to le 4oke this*Ceptancg, if it is determined by Miami-Dade County Product Control Section that this product or materW-fails to meet the :0006: requirements of the applicable building code. •••• ..:0 0 This product is approved as described herein, and has been designed to comply with the Flol-4f Milding Qdde 0,1000 ' 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 A&folfowing 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 this entire re NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA#12-0713.02 and consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tigera. NOA No.: 14-0717.08 MIAWDiADe COUNTYM Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 1 of 9 ROOFING COMPONENT APPROVAL Cateaory Roofing Sub-Category: 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 3'33/8" membrane, glass fiber reinforced with polyolefinic 42 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 we{proofing 65'8"x 3'33/8" membrane, glass fiber ireinfoaced wiftf 08lyolefih?C•;• Manufacturing Location 60 mils thick film on the upper surfer;,fpr use as an• : •. underlayment for metal rpaf►g,roof tile, slate , tiles and shingle underlayment. •••••• 0 .... . 0000" Polystick IR-Xe Roll: ASTM D 1970 A fine granular/sand tot ttMce self-adhering, *-:0.• 65' x 3'33/8" APP polymer modifiea,•figeorglass PAWorced, ••"•;• Manufacturing Location ...... #1 &#2 Or 65' x 3' bituminous sheet mate * or use a9 an 0 •••0 0• 60 mils thick underlayment in sloped roof assen-Vitt!• 0 Designed as an ice&ratn shield. " 000 :•0••; Polystick TU Plus Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- (Surface Printing) 65' x 3'33/8" 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: TAS 103 and ASTM A rubberized asphalt self-adhering, glass- Manufacturing Location 61' x 3'3_3/,,, D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. NOA No.: 14-0717.08 Mu a umsADE all 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 burn 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/Renort Date Trinity I 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 0 %6/11 P36900.09.11 TAS 103/ASTM D4798&:Gl^ •00701111 •• • P37300.10.11 TAS 110/ASTM D4798&L1 t976 ••19/IV/I I P40390. 08.12-1 TAS 103 &TAS 110:::•: 09/06/12 . • ... ... ...... P40390.08.12-2 ASTM D 1623 . 08/07/12 • P40390.10.12 ASTM D 1970 •••••• •10/03/12 ". P37590.07.13-1 ASTM 136164 V/M/13 :•::• P45270.05.14 TAS 103, TAS 110&ASrNf0IV/12/14 • D1623 0 P46520.10.14 ASTM 131623 :I T61/14 • P44360.10.14 TAS 103 &TAS 110' •d NOW 14 • P43290.10.14 ASTM D 1970&TAS 110 47/1T/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&G 15 5 07/06/09 Momentum Technologies, Inc. JX201-17A TAS 103/ASTM D4798&G155 04/01/08 RX14E8A TAS 103/ASTM D4798&G155 11/09/09 DX2313813 TAS 103/ASTM D4798&G155 02/18/10 DX23138A TAS 103/ASTM D4798&G 15 5 02/18/10 NOA No.: 14-0717.08 MuFoap;COUNTY Expiration Date: 09/13/16 Approval Date: 01/22/15 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 Il 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 11 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 •4•• Deck Description: Min. 19/32"plywood or wood plank '....• ••••;• System Type E(3) Base sheet mechanically fastened deck, subsequent cap menftari self~7&4ed. •;• Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. ;••••; Fastening: Per FBC 1518.2& 151$.4 Nails and tin caps 12" grid,6" o.c. at a**imlnum 411h4Q lap. (f p;.. base sheet only) •"•• • ...... .... ..... Ply Sheet: Polystick MTS Plus,self-adhered with minimum 3"horizontal laps a►id miniAAM 6"verticaT (Optional) laps. ""' • Membrane: Polystick TU Plus, self-adhered. •••• • Surfacing: See General Limitations Below. "• •• • NOA No.: 14-0717.08 MIAMMAD,COUNTY Expiration Date: 09/13/16 I® Approval Date: 01/22/15 Page 4 of 9 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-'/2"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 Prooffffiy be usdd in asphaltic shingles,wood shakes and shingles,non-structural metal roofing,roof the systems antr4j4a$y slate •• roof assemblies. Polystick TU P may be used in all the previous assemblies listed exCdttjh8tal roofing 0 :**0*: Polystick IR-Xe maybe used in all the previous assemblies listed except metal roofing and roof the sy%tems. ;"": Polystick TU Max maybe used in non-structural metal roofing and roof tile systems.•n j,;tbflex 1510 rhay 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 shaK hp.tge of irregularities. • 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existinj ro3f: • 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. Exposure Limitations(days) MTS IR-Xe Elastoflex TU Plus TU P I Tile Pro Dual Pro TU Max MTS Plus S6 G Winter Haven, 180 90 180 180 180 180 180 90 180 FL. Hazelton,PA. I N/A 90 N/A 180 N/A N/A N/A 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 Administrative Code. MIAMMQADE COUNTY NOA No.: 14-0717.08 Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 5 of 9 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,Polystick TU Max or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications.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. MIAM4UADE COUNTY NOA No.: 14-0717.08 •u•• Expiration Date: 09/13/16 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 Tiles (6 Max PerStack) d CL 12 y U) 6 N t0 lmof Deck prepared with POLYSnCKTU Plus i 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 manufaclt rer's name or'lago, c"00:0 •• • and state of manufacturing facility and the following statement: "Miami-Dade County Pr4•d•yc.t Control%pprovecl:'...: or the Miami-Dade County Product Control Seal as shown below. •••• • .... . ..... • . MMF ADADECOUNTY • • • 00000 ,...� � •• •• 0000 0000•• 000.0• • BUILDING PERMIT REQUIREMENTS: •••••• •'•"' Application for building permit shall be accompanied by copies of the following: •• •0 :•: :0000• •• • 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. MIAMFDADE COUNTY NOA No.: 14-0717.08 Expiration Date: 09/13/16 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, I 1 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 tile manufacturers NOA's,must be used on all projects for of 7"/12"or eater. It is suggested that on pitch/slopes in 1/4'712", pitch/slopes gr gg p s opes excess of 6precautions 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.Petuftied Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,XtraFlex 50-*Pretmtum Modified 000 ••• Wet/Dry Cement,Polyglass PG500 MB Flashing Cement to the area in need of repair•fqugy ed by a patch of the Polystick material of like kind should be set and hand rolled in lace over the area need' .0 • •••••• Y p trt�.such repaid. Patching • membrane shall be a minimum of 6 inches in either direction. The repair should be instaldod in such a way so ;•••• that water will run parallel to or over the top of all laps of the patch. *00000 • 10. All self-adhered membranes must be rolled to ensure full contact with approved subs s•Polyg�terequire*a • minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand cel&&%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 appliC448npf Polystick• ...... membranes commences. An approved substrate technical bulletin can be furnished upon request*Ujs • 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 MLAMMAoe COUNTY Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 8 of 9 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association(NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE • • CKAMMADECOUNTY NOA No.: 140717.08 WA220IT1411 Expiration Date: 09/13/16 Approval Date. 01/22/15 Page 9 of 9 t ' MIAMI,C IaE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.zov/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: 3Mrm 2-Component Foam Roof Tile Adhesive AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or loge, city:state ah?followittg••:• 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 andetliese has been�go change••• in the applicable building code negatively affecting the performance of this product. *6600` :#0090 0.000 •.•••• 99:906• TERMINATION of this NOA will occur after the expiration date or if there has been 9're0tsion or Change in tlte•••• materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsepneht of any Oroduct,for •, sales, advertising or any other purposes shall automatically terminate this NOA. Failure to Fomlgly withaxy section•df••• this NOA shall be cause for termination and removal of NOA. • ; %••.. •0. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 13-0502.02 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 14-0805.01 MIAMNOWDE 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 lislo4Whment,,,0 0 0 resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. .0. 0 .• 000.0. • , •• 0000.. MANUFACTURING LOCATION• 0 0:::: 0 0000. • • ... . 000000 0000.. 1. Tomball,TX. :.0..* . 00 00. . .::0:: 0000: •0000 00000 0 0000.. PHYSICAL PROPERTIES: :,0:0:0 0000 .. Property ,Test Results ..,,�0 •••••• Density ASTM D 1622 1.6 lbs./ft.30�� '0000 Compressive Strength ASTM D 1621 18 PSI Parallel to rise • 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40°F.,2 weeks +6.0%Volume Change @158°F., 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 14-0805.01 MIAMI•DADE COU Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 2 of 11 EVIDENCE SUBMITTED: Test AEency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1PA 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 520109-2 •66:66 """ 520109-3 •••• •••••. 520109-6 •••• :" 6666. 520109-7 •••• • 6666. 520191-1 TAS 101 �� " 03872/99 .... •. 6666.. 520109-2-1 00 • V6066 000000 LIMITATIONS: '..' 0 :6666: ..6 6 • 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' 2-Component Foam Roof Tile Adhesive AH- 160 roof the adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. WAMNOA No.: 14-0805.01 MuNoewe couNTr Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 3 of 11 INSTALLATION: 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 maybe 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-I 60 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 RTF 1000 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 l 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-1.60 placement and minimum pattywei .ht shall• 2ln accordance with the'Placement Details'herein. Each generic the profile requires splacement ha;ted .... ' • • herein. •••• •••••• ...... ...... .. . . ... ...... NOA No.: 14-0805.01 Miar�aa�Wjaml cou=rt 11 Expiration Date: 05/10/17 Approval Date:09/04/14 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High 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 the 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 Appr6wed" or the Miami,..... Dade County Product Control Seal as shown below. ••• . MIAM4DADECOUNTY ••••'• • BUILDING PERMIT REQUIREMENTS: ;••• •• •. As required by the Building Official or applicable building code in order to properly evaluat�tlin�stallation of this .• system. • .. . . ... ...... . . • NOA No.: 14-0805.01 MIAMMAD,COUNTY Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 5 of 1.1 ADHESIVE PLACEMENT DETAIL# 1 MM through plastictan•nt Faddy i6•n•ash T.W Flat/Low Profile Tile IwMn t•qultad: under yMont ' 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, r under the strengthening rib closest to the overlock id iu , r of the tile being set. a.at•.es aol,on•i _ E,,,.Cour�e ti 2. Continue in same manner. Insure approximately 17 (109.7 cm2)—23 (148.4 cm2)square inch adhesive Ilk ' contact with the underside of the tile. l0 moi, .~�i s �Fascl• 2.n J .. EmClmutr .. Nail through plmoKcement Medium Profile/ Double Pan Tile Iwhen required i F•ddy:ern.•thUrl 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 an portion of the tile closest to the ;t P * overlock of the tile being set. ewers optional 2. Continue in same manner. lahre appr8jtMately 14..•. " x` ' (109.7 cm2)—23 (148.4 Fm�).quare i$clh,adhesive • 4 contact with the undersidq pf�be tile. ••• •••••• ^� Eaae Closure • ••••• Ear*Course Faso• • ••. ••••• • Ad"1"uo phtatic e.t�rnk- p.d 18rnrathTilrl High Profile/Single Pan'File �• :••.:. ••••�• f-whnt r•quiravll �` • • • • • • Unaalayns.nt • 1. Starting at the eave course,apply a rgipimum 295' • (50.8 mm)x 10"(254 mm)x 1" (25.4 mm)foam paddy onto the underlayment positioned as shown lam. under the pan portion of the tile closest to the 2in.wide overlock of the tile being set. 8att•ns 2. Continue in same manner. Insure approximately 17 optional ;:' (109.7 cm2)—23 (148.4 cm2)square inch adhesive `•,�;. ' contact with the underside of the tile. 10 Eab*Coutsa Fasts � 'ks ,1Neepfiak ft ' Sin Farr closure loin !� Drip edge NOA No.: 14-0805.01 MIAMI-DAD,COUNTY Expiration Date: 05/10/17 �1 Approval Date:09/04/14 Page 6 of 11 ADHESIVE PLACEMENT DETAIL#2 Foil Ihrough Planlic c•m•n[ paddy 1R •alh Tibl Flat/Low Profile Tile irhen r•quirtd: .n U'"'•ry'"•�' ' 1. Starting at the eave course, apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the �. strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17(109.7 cm2) Batwu opbonal —23 (148.4 cm2)square inch adhesive contact with the EavCourst underside of the tile. ` 2. At the second course,apply a minimum 2"(50.8mm) wiM1' `*'0 - _w�sl• x 7" (177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the s' strengthening rib closest to the overlock of the tile Ewe Clowrr being set. 3. Continue in same manner. Insure approximately 10" (64.5 cmz)- 12 z square inch adhesive (77.4 cm ) contact with the underside of the tile. %oil through pplaoic reeneol Medium Profile/Double Pan Tile •:when rcpuiredl •a•ty,' Paddy 19antath Tile, 1. Starting at the eave course,apply.a mini4ii dt'(50.8 --_- mm)x 10"(254 mm)x 1"('fet n1m)foij"pa4dyUmdorlAyrnow •••• • onto the underlayment positienld as shown Uti2ier the,•••1• f - pan portion of the the closeSttothe overlock of the • - the being set. Insure appro)6MA81y 17(�Q�61�m ) 41 z M_ ,_ 23 (148.4 cm )square inch: e.ive codtact with the•1••• underside of the tile. •••••' ••••• Ba"ens optional ••• 2. At the second course, apply a ml$imuTrl2 Q0.8mm) 7 x 7.1 ( 7 8 mm)x 1 (25.1 mm�foam pAddl bnto t1}e `� �.� .,r•clacur• underlayment positioned as%%own under tlba pan •••••; • E.,•c•vr.. '�, portion of the tile closest to the overloclreiethe tile - - F•ccu 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) MIAMFDADE COUNTY NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) Ned,krlugh pla"g door,c High Profile/Single Pan Tile {where required, P•dd�r I8ln.Nk Till: t,�„>L,�,y,,,.,,r" +►: 4::. ~uT `` ., 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 +, 7• f .; the being set. Insure approximately 17(109.7 cm2)— in. �.,. { : 23 (148.4 cm2)square inch adhesive contact with the underside of the tile. 4 2. At the second course,apply a minimum 2"(50.8mm) X • EaveCourstF„K;! x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the ►'+ti••Pha+• underlayment positioned as shown under the pan portion of the the closest to the overlock of the tile Drip edge being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2)- 19(122.6 cm2)square inch adhesive contact with the underside of the tile. ! No.: 14-0805.01 MiaDADE C fNTY NOA Expiration NOA Date: 05/10/17 CM .•.e Approval Date: 09/04/14 Page 8 of 11 ADHESIVE PLACEMENT DETAIL#3 Nail through plastic cement Paddy(between tiles) [whenretptiredl I 1. On the eave course only, apply a minimum 2" (50.8 Battensoptional • i mm)x 10" (254 mm)x V (25.4 mm)foam paddy i Paddy lunder tile) onto the underlayment positioned as shown,under single paddy the strengthening rib for flat tile or under the pan on top of tle ' portion of the tile for low or high profile tile closest 4 x 4 in. to the overlock of the the being set. Leave r►+: dereLt'id approximately 4" (10 1.6 mm)up from the eave tingle paddy - edge free of foam to prevent the expanded adhesive onwtdedayment 2xsin. from blocking the weep holes. Insure approximately 17-23 int(109.7-148.4 cm)of to in. adhesive contact with the underside of the the �Z in. Fascia -Ea•e clOswe 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/low Profile Tile the second course line positioned foam paddy under the strengthening rib for flat tile, or under the Nal through plastic cement Single paddy under tie pan portion of the tile, closest to the underlock for )when required) Paddy lbetween tile:) the second course tile to be installed. Insure l approximately 8-9 int(51.6-58.1 cm2)of adhesive optional Battens ,��Paddy lundertilel contact with the underside of the tile. , • sm epaddy • ,� r: .i ��ontop oftile , - f (Instructions continued on next page) �4x4in. f f 2z4in. Sin gie paddy an underlayment`` - to- _ 2 in.f — Eave Closure 000000 Eave Course Fascia • • •••• •••••• Medium Profile Tile •••i•• •• •••••• •••••• •••• ••••• •• •• •••• •••••• • • • • • •••••• h11ANOA No.: 14-0805.01 M f'... couNTM Expiration Date: 05/10/17 '® Approval Date:09/04/14 Page 9 of 11 ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) Nail through plastic Single paddy under the lwhenrequired) 3. Also apply a 2" (50.8 mm)x 4" (101.6 mm)x3/4 ` ! Paddy I between ales) (19 mm)paddy on top of the eave course tile Batten: ` optional Paddylundertiiel surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, 5_ pad !f closest to the underlock of the first course of tile. i onfunderla� :', f ` Install second course of tile. Insure approximately 4x4in. / 9(58.1 cm2)- 11 (71 cm2)square inch adhesive she Z x4in !f contact with the underside of the the at the overlap padryon and 7(45.2 cm )-9(58.1 cm )square inch top We adhesive contact with the underside of the tile at `t f Eave Course the head of the tile. Continue in same manner. _ " � R Fascia —'� Weephole - Eave closure loin,\ 2in. ri P 4e dri ed High ProflleTtie 9 0000 . . 0000 0000.. 060696 0000.. 0000.. 0000 0000.. 0000 . 0000. 00.69. 0006 0000. 9 6 •• •• 6999 090996 0...60 6 . . . •0600• 690... • 9 . • 9 NOA No.: 14-0805.01 MuuYtNo��eCouNn 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" 1)Pince enough adhesive to achieve 65 to 70 sq in. Steep pitch applications In contact with the pan tile. (when requiredred (/50.8 mm) l )x 10"(254 mm)x 1"(25.4 mm)foam 2)Tum coven upside down.Place adhesive in paddy onto the underlayment positioned as tot in.from outside edge of cover tile. shown under two adjacent pan tiles. Support eave Then instal)the tile.Ensure 20 to 2S sq.in.contact area. -.° tiles from rocking until adhesive has a chance to Under)ayment - cure. '- 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2)—70(451.6 cm2) " square inch adhesive contact with the underside Sheathing of the pan tile. Eave closure (motarshown) 3. Turn covers upside down exposing the underside Weephole Fasciafloard 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 eave course cover tile.Abut to second course of edge of each side of the cover tile. Leave pan tiles.Ensure eave end of pan and cover tiles are Flush at eave fine. approximately 3/4"(19 mm)to 1"(25.4 mm) Two Piece Barrel-High Profile Tile from the outside edge of the tile, inward,free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20(129 cm2)-25 (161.3 cm)square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive,Peinting of longitudinal edges of:he ieyer tilesal-- "•••' considered optional. "' ' 90 ...... •. ...... 5. When additional nailing.s.equired,2 J50.8 ;••••; mm)x 4"(101.6 mm}gq j it or tft*d0,Mre system using galvanic.stainless stQW,or .....' copper wire and compatUe nails w&j-be used.-••••• . . . . . . ...... END OF THIS ACCEPTANCE " ' ' "' ' • MIAMFQADE COUNTY-M NOA No.: 14-0805.01 .., rll� Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 11 of 11 MIAMI­DADE 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.gov/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: Spanish `S' Nuevo 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. 0000 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has bei i"ehanga..... in the applicable building code negatively affecting the performance of this product. 0••• 000 •• 066.99 .. 0.00.0 TERMINATION of this NOA will occur after the expiration date or if there has been a revT416h'dr change ih the :9 6.6: materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endoss oment of anyproduct, ,••6 000 for sales, advertising or any other purposes shall automatically terminate this NOA.Failure tp r,.Wply with gpy sectiop.:.6 of this NOA shall be cause for termination and removal of NOA. ' .. .. 0000 0000.. :00:0: 9 00 ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and folloWCd by trg jeWojfation:0000:•96.. date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be:doneiv its entirety. ::9000: 00 0 9 000 INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 12-0308.19 and consists of pages 1 through 7. The submitted documentation was reviewed by Juan E.Collao,R.A. �•�GU1` NOA No.: 14-0408.06 r IAWD we CouNTY Expiration Date: 05/20/19 Approval Date: 06/05/14 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This approves a system using Spanish `S' Nuevo Concrete Roof Tile, as manufactured by 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 Spanish'S'Nuevo Tile L= 17" TAS 112 High profile, interlocking,one-piece, 'S' W=9 /4" shaped,high-pressure extruded concrete H=2"/3299 roof tile equipped with three nail holes. For Min. 0.65"thick direct deck nail-on,mortar set or adhesive set applications. Trim Pieces L=varies TAS 112 Accessory trim,concrete roof pieces for use W=varies at hips,rakes,ridges and valley Varying thickness terminations. Manufactured for each tile profile. 2.1 MANUFACTURING LOCATION 1. Lake Wales, FL •••• . . 0000 0000.. 2.2 SUBMITTED EVIDENCE: •••••• •• ••••'• 0000.. Test Agency Test Identifier Test Name/Report... Date :•••' 00 6666 Redland Technologies 7161-03 Static Uplift Testing'• Dec. 199f•:••. Appendix III PA 102&PA 102;�3 ••:0•• 00 Redland Technologies 7161-03 Wind Tunnel Testjgg••• LZec. 1991***::* Appendix II PA 108(Nail-Oi17 0 : 0660:6 Redland Technologies P0647-01 Wind Tunnel Testing 6 Aug 199't....; PA 108 (Mortar Set?• •• ;•; • Redland Technologies P0402 Withdrawal Resistance Testing of *Sept. 1993 screw vs. smooth shank nails The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. PA 101 (Mortar Set) The Center for Applied 94-083 Static Uplift Testing April 1994 Engineering,Inc. PA 101 (Adhesive Set) NOA No.: 14-0408.06 Miar�Nowoe couNrir Expiration Date: 05/20/19 Approval Date: 06/05/14 Page 2 of 7 2.2 SUBMITTED EVIDENCE: Test Azency Test Identifier Test Name/Revort Date The Center for Applied 25-71834 Static Uplift Testing Feb. 1995 Engineering,Inc. PA 102(2 Quik-Drive Screws, Direct Deck) The Center for Applied 25-7214-3 Static Uplift Testing March, 1995 Engineering, Inc. PA 102 (1 Quik-Drive Screw, Direct Deck) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 PA 108(Nail-On) The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test#MDC-78 PA 100 Nutting Engineering 13343.1 Physical Properties Feb 2009 TAS 112 Celotex Corporation Testing 520111-3 Static Uplift Testing Dec. 1998 Service 520191-2-1 PA 101 March 1999 Walker Engineering, Inc. Calculations Aerodynamic Multiplier Jan 2009 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. Calculations Two Patty Adhesive Set System April 1999 Walker Engineering, Inc. Evaluation Calculations Restoring Moment Due to Gravity Jan 2009 Walker Engineering, Inc. Calculations Aerodynamic Multiplier 09/01/10 Restoring Moment Due to Gravity 09/02/10 American Test Lab of South RTO 130.01-14 TAS 112 02/05/14 Florida RT0426.01-14 TAS 112 • OSJ02/14 . . .... ...... ...... .. ...... .... . ..... ...... .... ..... .. .. .... ...... MIAMFDADE COUNTY NOA No.: 14-0408.06 Expiration Date: 05/20/19 Approval Date: 06/05/14 Page 3 of 7 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 underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater 3.8 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. 4. INSTALLATION 4.1 Spanish `S' Nuevo Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W)and Dimensions (I x w ) Tile Profile Weight-W (lbf) Length-1 (ft) Width-w(ft) Spanish 'S' Nuevo Tile 1 8.95 1.417 0.8125 Table 2: Aerodynamic Multipliers - X (ft) 3 Tile �, (ft ) �, (ft )...•' ... .. Profile Batten Application DirWDgck ARplication ,Spanish 'S' Nuevo Tile 0.215 • 0:**0.233 0000.. Table 3: Restoring Moments due to Gravity -M9 (ft-lbfY••••• ;••••• 0 0 0 0• Tile 00.06. Profile 2:12 3:12 4:12 6:12 9:12x•• 7!120or greartet ;. 666666 . Spanish Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct BVPA% Direct• 0• `S' Nuevo Deck Deck Deck Deck brk . Defts,.: .: Tile 5.36 6.00 5.30 5.93 5.21 5.83 5.09 5.70 4.96 05.56 4.82'0 519 0 NOA No.: 14-0408.06 7 TAPPR COUNTY Expiration Date: 05/20/19 Approval Date: 06/05/14 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-Ibf) For Nail-On Systems Direct Deck Direct Deck Tile Fastener Type (min 15/32" (min. 19/32" Battens Profile plywood) plywood) Spanish 'S' 2-10d Ring Shank Nails 28.6 41.2 19.4 Nuevo Tile 1-10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2-10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 -#8 Screw 20.7 20.7 18.1 2-#8 Screws 43.2 43.2 29.8 1-10d Smooth or Screw Shank Nail 23.1 23.1 19.0 Field Clip) 1-10d Smooth or Screw Shank Nail 29.3 29.3 24.0 Eave Clip) 2-10d Smooth or Screw Shank Nails Field Clip) 27.6 27.6 38.6 2-10d Smooth or Screw Shank Nails Eave Clip) 38.1 38.1 41.8 2-10d Ring Shank Nails 33.1 48.1 45.2 1 Installation with a 4"tile headlap and fasteners are located a min. of 2Yz"from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf(ft-Ibf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Spanish 'S' Nuevo Tile Adhesive2 29.3 2 See manufactures component approval for installation requirements. 0000 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. 000000 .. 3MTm 2-Component Foam Roof Tile Adhesive AH-160 Average weight per patty 8 rams'..' ... ' 000.00 Table 6: Attachment Resistance Expressed as a Moment-M;tfCn3f) ' 0000. for Single Patty Adhesive Set Systems %••• • 0000 . ... . Tile Tile Application Witaitpum At*Vtment•. • Profile " "ResistaNce 000000 Spanish 'S' Nuevo Tile 3MTm 2-Component Foam Roof Tile Adhesive AH-160 : : 6615 +•• • 3MTm 2-Component Foam Roof Tile Adhesive AH-160 3$.7 • ... .. 4 Large paddy placement of 63 grams of 3MTm2-Component Foam Roof Tile Adhesive AH-1'50. ' ' 5 Medium paddy placement of 24 grams of 31VITm 2-Component Foam Roof Tile Adhesive AH-160. NOA No.: 14-0408.06 Muuhaaane COUNTY 0= Date: 05/20/19 Approval Date: 06/05/14 Page 5 of 7 Table 7: Attachment Resistance Expressed as a Moment - Mr(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Spanish 'S' Nuevo Tile Mortar Set 24.5 6 Tile-Tite Roof Tile Mortar. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami-Dade County Product Control Approved". BORAL ROOFING LLC SPANISH`S'NUEVO CONCRETE ROOF TILE(LAKE WALES,FL.) (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. •.Y• •••• • ••••• •••••• •••• ••••• • NOA No.: 14-0408.06 MiaMi•aan�COUNTY Expiration Date: 05/20/19 Approval Date: 06/05/14 Page 6 of 7 PROFILE DRAWINGS Fastener Holes 17" 9-3/4" 0000 Y • • • 6666 060.•• SPANISH `S' NUEVO CONCRETE ROOF TILE 0•` •'• 00*000 •60000 • . . •Y•.•• 6666 • • • • END OF THIS ACCEPTANCE ""` •••6 w 0000.. 0000 00000 0 060.0• • es • • • ...... 00.7• • 0 • •0000• .. 0000 so 0 NOA No.: 14-0408.06 MIAMI•DADE COUNTY Expiration Date: 05/20/19 Approval Date: 06/05/14 Page 7 of 7