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RF-14-599Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 211617 Permit Number: RF -3 -14 -599 Inspection Date: May 02, 2014 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: GUEVARA, ALVINA Work Classification: Tile/Flat Job Address: 102 NW 101 Street Miami Shores, FL Project: <NONE> Contractor: FLORIDA ROOFING INC Building Department Comments Phone Number Parcel Number 1131010220210 Phone: (305)592 -7732 RE ROOF TILE & FLAT Infractio Passed Comments INSPECTOR COMMENTS True Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 209737. Missing renailing affidavit. Roof OK for final Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 May 02, 2014 Page 1 of 1 F.I.E. FLORIDA INTERNATIONAL ENGINEERING &TESTING LAB INSIGHT - INNOVATION - INTEGRATION Owner's Name: Job Address: Roofing Contractor: Permit Number: r Florida International Engineering and Testing Lab LLC 16701 SW 117 Avenue, Miami, FL 33177 Telephone: (305) 378- 1991 -Fax: (305) 378 -1997 Miami -Dade Lab Certification # 07- 0612.11 -State of Florida ca #27273 SITE SPECIFIC INFORMATION Approximate Roof Height: i' 7- feet Type of Access to Roof: '� Ladder Slope: v) : ) 2 Approximate Square Footage: I I (000 ft2 OtherRequired Testin Forc 35 lbs. Testing Equipment: F.G.E.1 Ox Shim o Instrument Date Installed: ! � z L I Date of Inspection: 4 % TEST RESULTS P= PASS, F= FAIL Test Location P or F Test Location P or F Test Location P or F Test Location P or F Test Location P or F 1 i !e 21 ) e 41 61 81 2 22 42 62 82 3 23 43 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 1 30 50 70 90 11 31 51 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74 94 15 35 55 75 1 95 16 1 36 56 76 96 17 37 57 77 97 18 38 58 1 78 98 19 39 59 79 1 99 20 40 1 1 60 1 80 1 100 - -- -�� --------------------------------------------------------------------------------------------------------------------- IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width:-3—ft Area Units or ft2 No. of Tests Perimeter 1 Field to Corners i !e Hips & Ridges ) e ! ®91111IIdpg RESPF'6'T��J IY� 4' I ED BY: w ®, COQ .: E N Z: No 63107 ° °.92 V� 1W tY1. a s Itr s V Sta" 7 0 N A Cr ®` ®r'® RE: Permit #-R F - 3 ` I � - 59 1 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION AFFIDAVIT DATE: I o O , P 5 I hie g ngxt(1& 2 licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: e e e o 5 iq-E -s On or about po 1 I,' • 2 14 1 did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at JQZ N W 1 ®I S± M jCjm % JI1O�e5 IF 1 :- (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) Dc SST et.?,- 34nc � e,E 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. Sworn to and subscribed before me this % day of a •a•"Y "'''' CLARA VALnES ••••a►R ua��s !,/1�� Notary Public - State of Florida Notary Public, Sate of Florida at Large i%��' �r ,a My Comm. Expires May 13.2014 •�,Fah4�•c Commission # DD 991940 *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 # dearly shown marked on the deck for each inspection Revised on 5121/2009 b f t Miami Shores village r Building Department % 11 `� 10050 N E 2 d A Mi Sh Fl 'da 33138 4 BUILDIN U� /J n venue, anu ores, on (i Tel: (305) 7952204 Fag: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 j4 •-,51 C- PA,,►14- PERMIT APPLICATION � al,-IWJI Permit No. Master Permit No 9q, Permit Type: BUILDING ROOFING JOB ADDRESSJ 0 2- K) Lo 1 Ste' City: Miami Shores County: Miami Dade Zip: 3316 6 Folio/Parcel #: 1 i° _3101 ° 02Z 02 10 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder). —A I V I n Q C VC?, r--CA Phone#: Address , City: M lfenno V)0f es State: F Zip: l S Tenant/Lossee Name: Email: State Certification or Registration #: Certificate of Competency #. Contact Phone#: Email Address: Lo1l lsi 1� �� \fe- 90, CU0 DESIGNER: Architect/Engineer. °' Phone#. Value of Work for this Permit: $ t03, -S6 • CV Square/Linear Footage of Work: P 66® Type of Work: LIM Description of Work: COIOP l' wa life: Submittal In $ Permit Fee Scanning Fee $ Radon Fee $ CCF $ CO /CC $ DBPR $ Bond Notary $ Tra9ning/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bondlpg,Cpigpany's Name (if applicable) Bonding Company's Address City State 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 EL.ECT'RICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDMONERS, 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 Signahite � ..r6 rl[ittk Owner or Agent The fore going ' trument was acknowledged before me this day of 20 tt by _ kw n c,7 6 v-P we e,, who is personally known to me or who has produced ' As identification and who did take an oath. Signatnre Contractor _ Ws The foregoing instrument was,, ' acknowledged before me this'� day of 20 , by &)d T Ae �LA't tl00' --C. who is person s ki==Ao me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print •`'�►�"' �e� ` a ARA VALDES My Commission &M.� � My Comm. Expires May 13, 2014 My C FOF FLOS Commission # DD 991940 APPROVED BY v"' ,�� Plans Examiner Structural Review (Revised 3 112/2012)(Revised (Y7110/07)(Revia d 06/10n.W9)(Revised 3115109) VAUIES Comm. Expires May 13. 2014 Commission # DD 991940 Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDASTATE CERTIFIED CONTRACTOR: A. V/ COPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. V COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: F 1 C) a4 ej e-, -Roc. BUSINESS ADDRESS: 1,15 ]�ov.-%Acx d ig s blecL & b 1 uxiTY � c a m k STATE I ZIP CODE a:) I' L BUSINESS PHONE: 1 � 1 �s �� L-fFAX NUMBER 1 7' 3 5 CELL PHONE LI a _ M QUALIFIER'S NAME: i a v'P.5 , 1 f4,P e n ca r-)d & z QUALIFIER'S LIC NUMBER: - '' o 0 6 5 -� q, 5 E -MAIL ADDRESS (IF APPLICABLE): 11j , d y r cl 6 0 syi cmaw on 3M9109 BY mmv 1 Rv 3rm =v CERTIFICATE OF LIABILITY INSURANCE PARE 3FAK=4 THIS CERMCATE 13 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), AUTHOREED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER IMPORTANT: If the certMeate holder Is an ADDITIONAL INSURED, the policy pee) must be endorsed. If SUBROGATION 13 WANED, subject to the tends and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the cartilloste holier in Ileu of such Ur orkwiluml Lumlwr S /WaMULEe PUMMAWRD 10, A FJAUNU achmnle,amom up= is rewdra l /E 12123=13, COVERAGE IS FOR 100% OF THE EMPLOYEES OF FRANKCRUM LEASED TO FLORIDA ROOFING, INC FOR WHOM THE CLIENT IS REPORTING HOURS TO FRANKCRUM. COVERAGE IS NOT EXTENDED TO STATUTORY EMPLOYEES. UM endorseme s . ' PRODUCER FRANKCRUM INSURANCE AGENCY, INC. 100 S. MISSOURI AVE CLEARWATER FL 33758 KAM BUILDING DEPARTMENT 1 -SM277- -1820 x4800 pyg 727- 787.0704 ALMMMM REP UNWAIM NG COVERAGE NAICII INSURER A FRANK WNSTON CRUM INSURANCE CO. 11800 t. INSURED FmnkCrum 14600 -277 -1620 100 S MISSOURI AVENUE CLEARWATER FL 33756 INSURER S: INSURER C INSURER D: INSURER E: INSURER P COVERAGES CERnFICATE NUMBER: 243= REV�ION NUS - POHBIESt? EiIOD flNMCA?EI� -- - -- NO MATFI8TANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOMENT WITH MWECT TO WHICH THIS CERTIFICATE MAY BE ISSM OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 18 SUBJECT TO ALL THE TERNS, EXCLUSIONS AND CONDITIONS OF SUCH POLKA LILAITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPEOPausImARRre PJwL � PoumrNER Lem - GEIM uARMY COMMEWAL.OERMUABARY EI 10 IArAeETo anew PERSONAL &ADV HAIRY SHIGNMASSIUMM OEM.AOORE8AFEUWtAPKZBP61t paucY M. . Aeri $ $ �. LLA8LJIY AUTD AU.ONINED SMEMARD AUTW KM40VW ID F6R�AUfQ9 AUM $ ' �D&YIN.A9iY(��) �DI.YOWJRYQ+maw[daN PftvqmwtLwm $ UMMM AUM E %CEEB OCCUR CW104AM EACH . AGGEUMTE $ 0® RErElRION$ 18 A rraRxe�RwraPFX$A7=MM awgxYEW1.11460JTY ANYPIM17R1E10RtPARTNERWECUTIV9 EIM UDED? DESO UnM OF OPERA710Rie baler NIA VJ=140DOD0 111=4 11112015 X QW ER -- E.LEAd1NT $1,00%OW ELF- FAE]dPLOYEB 000000 P-L DWEAIE -POLICY UMR 000 Ur orkwiluml Lumlwr S /WaMULEe PUMMAWRD 10, A FJAUNU achmnle,amom up= is rewdra l /E 12123=13, COVERAGE IS FOR 100% OF THE EMPLOYEES OF FRANKCRUM LEASED TO FLORIDA ROOFING, INC FOR WHOM THE CLIENT IS REPORTING HOURS TO FRANKCRUM. COVERAGE IS NOT EXTENDED TO STATUTORY EMPLOYEES. UM ACORD 26 (2010" The ACORD no= and Iogo are registered manes of ACORD i 015 10 ACORD CORPORATION. A0 NgMa nswad. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELNERED IN MIAMI SHORE VILLAGE ACCORDANCE WITH THE POLICY PROVISIONS. BUILDING DEPARTMENT ALMMMM REP UNWAIM 10050 NE 2ND AVE. MIAMI SHORES, FL 33138 -�71�� r r� ACORD 26 (2010" The ACORD no= and Iogo are registered manes of ACORD i 015 10 ACORD CORPORATION. A0 NgMa nswad. CERTIFICATE OF LIABILITY INSURANCE DATE(MW 09°x'4 ' THIS CERTIFICATE IS ISSUED AS A MATTER OF INF0R9A -n0N ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATNELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT 13ETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE C19RTIFICATE HOLDER. 1mr m—N 1: R ins cartmeaw nomer Is an Al the terms avid conditlons; of the policy, certain certificate holder In Kau of such endorsement(a PRODUCER Presidential Insurance Services, LLC 2685 South Bayshore Drive #707 Naml, FL. 33133 INSURED Florida Roofing, Inc. 13910 SW 102nd Ave. We* FL. 33176 U_ INSURED, the policy(les) must be endorsed, If SUBROGATION IS WAIVED, subject to may require an endomement A statement on this certificate does not confer right& to the 305.4230350 COVERAGES CEtTIFiCATE NIIMRF..R! 13rv101nN U1 KKEMR!ft. 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 CERTIPICNM 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. Lt'R TYPE OF IN&URANCE ADDL POLICY NUNRER PO CY EF PO IlMITS X C�IAeBRC1Ai -1 IERALLIABILrrY CLNMS MADE a OCCUR EACHOCCURRENCE $ 1,000,000 PROASM G000mwFerml ai 50,000 MED EXP (Any ono p S • 5,000 A . PC- 75451 -03 5/1912013 5118/2014 saovlNauav 1,OOO,U00 OWL AGGREIG –A�TI@ LIAdJ% AppI,IE&PEFt X D M F-1 LDC OENERALAGGREGATE $ 2,000,000 PRODUCrs- COMMOFADO s 1,000,000 THGR! $ AUTUMBILE LIABILITY NfnD V ANYAUrO AUTOS U1.E0 BODILY INJURY (Per person) E BoDILYINJURY(PrsraWd-) ®. HIRED AUTOS pUTO^sWNFD PROPERTY GE $ a UIRIMLIA LIAD BUR IMCIMS LIAR CLM&M -MMS EACH =URRENCe $ AGGREGATE = D;Q I I RgI&MONS WORNTRS CC6@PENSATION $ AND EWq DYEW LIAINLITY YIN ANY PROPRIB74RJF+AfrMOVEKEOUTIVE ER mop NIA HTATLfTE EL EACHACCIDENrr b SIC E.L. DISEASE -6A EMPLOYEE $ 0yeg, EeBOrIIte ruttier DESCRIPTION EL DISEAW - POLICY LIMIT $ OF OPERATIONS DERCIBPTION OF OPBRATWNSlLOCATIOlHB J V @{g1;LE$ (pgDRD 70'1, AHeLfional Rcpimim l�hetlyfa, prey b9 N78Cbatl i# Atp�e aparr Tz rcquUadl License# CCC057455 Miami Shores Village Building Department 10050 NE 2nd Ave. Mlami-Shores, FL. 33138 SHLIULD ANYOF THE ABOVS DESCRIBED POLICIES BE CANCELLED gBFORE THE EXPIRATION DATE THEREOF, NOTICE WILL, Be' DELIVERED IN ACCORDANCE WITH THE POLICY PROVIag1 M, r 1938QM4 ACORD CORPORATION. All tights reserved. ACORD 25 (2lM4I07j The ACORD name and logo are mg1sWrecr marks Of ACORD Licensee Details ,Licensee Information Name: Mein Address: County: Ucense Mailing: County: Ucensel-ocation: County: License Information Ucense Type: Rank: Ucense Number: Status: Ucensure Date: Expires: HERNANDEZ, DOLORESJT (Primary Name) FLORIDA ROOFING INC (DBA Name) 'w 19334 SW 4TH STREET PEMBROKE PINES Florida 33029 BROWARD 19334 SW 4TH STREET PEMBROKE PINES FL 33029 BROWARD 7953 NW 163 TERRACE MIAMI FL 33016 DADE Certified Roofing Contractor Cert Roofing CCCO5745S �V Current,Acdve 09/06/1996 08/3tf 2014 Special Qualifications Qualification Effective Construction Business 02/20/2004 ---- Lodot Bne Tic Receipt Miar±ni -Dade County, State of Florida iswr, 8U -W TPAY 3698504 R.ORIDIiROO Mi OX 139iU S� -t02 AVE' MiAltl! R Mi76 Miami Shores Village Building Department 10050 N.E.2nd Avenue 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, Fl 33138 Re: Owner's Name: , l (°A Property Address: 1 Roofing Permit Number. Dear 130ding Official: 1 46� � certify that I am not required to retrofit the roof to wall connections of my building because: )(The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or wiith the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Sll naWk ' State of Florida County of Dade Print Name The undersigned, being the first duly swom, deposes and says that he/she is the owner for the Sworn to and subscribed before me this 64 &(J " day of ( ..� 4� ¢Y PV6ryi CLARA VAl.t1ES �. - �a �> .= Notary Public - State of Florida My comm. Expires May 13, 2014 Notary Public, Sate of Florida at Lae c� � ; too %% Commission # DD 991940 • When the just valuaflar of the strudure for purpose of ad valorem taxation is equal to or ruse than $300,W0.00, and the building was not sonsbuded with F3C nor a 1994 SFBC. Then you must provide a building applicatlon from a Cenral Contractor for the Roof to VW connection Hurricane Millgdon. Revised on 5I21rM (vt f kvion Sll naWk ' State of Florida County of Dade Print Name The undersigned, being the first duly swom, deposes and says that he/she is the owner for the Sworn to and subscribed before me this 64 &(J " day of ( ..� 4� ¢Y PV6ryi CLARA VAl.t1ES �. - �a �> .= Notary Public - State of Florida My comm. Expires May 13, 2014 Notary Public, Sate of Florida at Lae c� � ; too %% Commission # DD 991940 • When the just valuaflar of the strudure for purpose of ad valorem taxation is equal to or ruse than $300,W0.00, and the building was not sonsbuded with F3C nor a 1994 SFBC. Then you must provide a building applicatlon from a Cenral Contractor for the Roof to VW connection Hurricane Millgdon. Revised on 5I21rM Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 March 31, 2014 Permit No: RF 14 -599 Building Critique Review 1. Provide class A fire rated assembly for the low slope roof system. Ismael Naranjo Building Official Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. 04/01/2014 13:23 FAX 1 800 685 7530 DATA SCAN FTFIn CFRUTrFQ * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /RX NO RECIPIENT ADDRESS DESTINATION ID ST. TIME TIME USE PAGES SENT RESULT Miami h©res Village M Oul 'Iding epar tent 1f.'•Q 70 Avf.-m e Mialm Bier s, I'londa 331 "I'S M311pcb 31, 2014 Permit No: RIF 14 -599 4514 97863502056 04/01 13:22 00'49 1 OK 22i19i! Ktictue Review 1. Provide olAss A fire rated assembly for the law slope roof system. Isnicael Ncar,^:.'1jo Building Officizil M nn.1 owns Notification Form HVHZ 2010 °Delatrer�ne E cer—Every Dag" SECTION 1524 HIGH VELOCITY HURRICANE ZONES- REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building 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 designated space indicates that the item has been explained. 1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) 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. Z. Renading wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (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 between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. 5. Ponding water. The current roof system and/or deck of the building may not dram well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided It may be necessary to install overflow scuppers in accordance with the requirements oil Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida - licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. Owner's/Agent's Signature: dAjjjg� Date: V Contractor's Signature: L4.W—kl Permit Number. 771 Property Address: J CLJ T r / Is % 1 G' i?� 1 f.�f�T` oz Miami shores V Building Department RECEIPT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PERMIT #: R h 3 1 '+'Dg 9 DATE: 4—)l 1141 I,(111� • Contractor • Owner ❑ Architect Picked up 2 sets of plans and (other) From the building department on this date in order to have corrections done to plans And/or get County stampp. I understand that the plans need to be brought back to Miami Shores Village wilding Npartrnwt to continue permitting process. Signature: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIA TUBE) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 March 31, 2014 Permit No: RF 14-599 Building Critique Review 1. Provide class A fire rated assembly for the low slope roof system. Ismael Naranjo Building Official Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. F H ,--) V(f - 35a " go:S,6a Y Delivering S tlon A (General Ii kder Permit No: Process No: :ontractor's Name: ob Address: Low Slope ❑ Asphaltic Shingles ❑ Sprayed Polyurethane Foam Roof Category ❑ Mechanically Fastened Tile Mortar /Adhesive Set Tile ❑ Metal Panel/Shingles ❑ Wood ShinglesMakes ❑ Other Roof Type ❑ New Roof Re -Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Slacks located on the roof? ❑ Yes 'o If yes, what type? ❑ Natural ❑ LPGX Roof System Infonnadon Low slope roof area (12) Q Steep Sloped area (ft� a Total OIL 2 ;. Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): Corner Size (a' x a'): Zo t sectim C r PAIAM Miami -Dade County HVHZ Electronic Roof Permit Form Section C Page (Low Slope Roof Systems) "Delivering Excellence Every Day" Fill In the speclflc roof assembly components. If a component is not required, Insert not applicable (n/a) In the text box ROOF SYSTEM MANUFACTURER: Gaf Material Corp Product Approval (NOA): 13- 0424.14 System Type: Wind UplHt Pressures, From RAS 128 or Sealed Calculations: (131) Field: 9.2 pal (P2) Perimeters: 2.6 pct (123) Comers: 124.3 psf Maximum Design Pressure From NOA: 52.5 pct Roof Slope: 1/2 .:12 Roof Mean Height: 10 ft. Parapet Walls: 13 No E3 Yes Parapet wall Height: Deck Type: 5/8° Plywood — Support Spacing: o1c Alternate Deck Type:'WA Existing Roof: N/A Fire Barrier. N/A Vapor Barrier A Anchor Sheet NA Anchor Sheet Fastener / Bonding Material: WA Insulation Base Layer Size & Thkimess: Insulation Base Layer Fastener/ Bonding Material: Insulation Top Layer Fastener / Bonding Material: N/A Base Sheet(s) & No. of of # 75 Ibs tin - capped Base Sheet Fastener / Bondina Material: 1/4 rs nail Ply Sheet Fastener / Bonding Material: fruberoid Heat Weld 170 FR N Top Ply Fastening / Bonding Material: Surfacing: White Granuels SINGLE PLY MEMBRANE: Single Ply Manufacturer I Type: 17777 1 Single Ply Sheet Width: E] .112 Sheet Width: EAJ. No. of Single Ply 1/2 sheets: El Single Ply Membrane Fastening / Bonding Material: ❑ FASTENER SPACING FOR BASESHEET ATTACHMENT ❑ SINGLE PLY MEMBRANE ATTACHMENT 1. Feld: ° o1c @ Laps & Ej rows ° o/c 2. Perimeter. El ° o1c @ Laps & rows ° o% 3. Comer. 0 ° o% @ Laps &0 rows M ° o/c NUMBER OF FASTENERS PER INSULATION BOARD: 1. Feld: El 2. Perimeter. El 3. Comer. /A Insulation Fastener Type: /A WOOD NAILER TYPE AND SIZE: FA Wood Nailer Fastener Type and Spacing: /A EDGE & COPING METAL SIZES: Edge Metal Material: IVanized Metal— _ Edge Size: ° face 26 ga. - Hook Strip Size: [-METAL EDGE HOOK STRIP N/A— �► Edge Metal Attachment: N/A Coping Material: PARAPET COPING METAL N/A— t Coping Size: PING METAL SIZE N/A— Hook Strip Size: OPING METAL HOOK STRIP N/A— Parapet Coping Metal Attachment LN/A t � • y � .. NIAN "®elivering Exce/dence. Every ®ay" Miami -Dade County HVHZ Electronic 1100f Permit Form Illustrate Components NOW and Details as Applicable: Woodbiocking, Gutter, Edge Terminations/Stripping/Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc. Indicate: Mean Roof Height Parapet Height, Height of Base Flashing, Component Material, Material Thicimess, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RA,S -111 and Chapter 15 HVHZ, FBC. --Fc,� -2oo� a R U e0 aC-1 9 GAr 04SUDS' - s -vi nc ofer dC it pp Apup mec% 0 o'c" �rwmecf i r.. 0 CO'i;NTY' DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) GAF 1361 Alps Road Wayue, NJ 07470 NIIANII DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Strad, Room 208 Miami, Florida 33175 -2474 T (786)315 -2590 F (786) 31525 -99 vmw.ml m9mde.g9v /ec000W 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 AM (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:: GAF Ruberoid®ModiSed Bitumen Roof System for Wood Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: -Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA. shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 09 -0224.01 and consists of pages I through 29. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 13-0424.14 Expiration Date: 11/004 Approval Date: 10/31/13 Page 1 of 29 ROOFING SYSTEN APPROVAL Cat-WO–M. Roofing Sub- Catea_orv_ • Modified Bitumen Material: APP /SBS Deck • Wood Maximum Pres' re• -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Produ ct Matrix" 102 SBS Membrane Adhesive GAFGLAS® #75 Base Sheet GAFGLASO #80 Ultimo? Base Sheet GAFGI,M@ FlexPly 6 GAFGLAS® Ply 4 GAFGI AS® Mineral Surfaced Cap Sheet GAFGLAS® EnergyW BUR Mineral Surface Cap Sheet GAFGLAS® Suvuvent® Eliminator` Perforated Venting Base Sheet GAFGTMe Stratavent® Miming ., T Perforated Nailable Venting Base Sheet Ruberoid® SBS Heat Weld? Smooth Dim -- a om 5 gallons 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.3T' (1 meter) Wide 3937" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) wide 39.37" (1 meter) Wide Ruberoide1 SBS 3937" Heat Weld` Granule (1 meter) Virde Roof vbft ` 107 sq. ft. SBS Modified Granular (9.9 m2) Ruberoie SBS Heat Weld 170 FR Test motion ASTM D3019 ASTM D4601 ASTM D4601 ASTM D2178 ASTM D2178 ASTM D3909 ASTM D3909 ASTM D4897 AST M D4897 ASTM D6164 ASTM D6164 ASTM D6164 39.37" ASTM D6164 (1 meter) Wide Product Dewription Fiber reinforced rubberized cold -applied adhesive for modified bitumen roof systems. Type I< asphalt impregnated and coated glass mat base sheet Type 11 asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral gramles. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied EnerM Cote'" Fiberglass lase sheet coated on loth sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. A nailable, fiberglass base sheet coated on both sides with asphalt Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -woven polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -woven polyester mat dated with Imlymer- modified asphalt and surfaced with mineral gcauules. Non woven polyester mat coated with SBS polymer - modified asphalt and surfaced with colored mineral granules. Nonwoven polyester mat coated with fire retardant polymer - modified asphalt and surfaced with mineral granules. NOA No.: 13-0424.14 c Expiradeft Date: 11/06/14 Approval Date: 10/31/13 Page 2 of 29 ► Test Product Product Dimensions Specification Description Ruberoid? SBS 39.37" ASTM D6164 Nonwoven polyester mat coated with Heat Weld' Plus (1 meter) Wide polymer -modified asphalt and surfaced with mineral granules. Ruberoid® SBS 39.37" ASTM D6164 Non -woven polyester mat coated with fire Heat Weld Plus FR (1 meter) Wide retardant polymer-modified asphalt and surfaced with mineral granules. Ruberoie linamcap' 3937" ASTM D6164 Non woven polyester mat coated with fire SBS Heat Weld'" Plus FR (1 meter) Wide retardant polymer modified asphalt and surfaced with mineral granules and with factory applied•EnergyCote. Ruberoid? SBS 39.3T' ASTM D6163 Non -woven polyester mat coated with Heat Weld"' 25 (1 meter) Wide polymer-modified asphalt and smooth Ruberoid® Mop Granule 39.3T' ASTM D6164 surfaced. Nonwoven polyester mat coated with (1 meter) Wide polymer-modified asphalt and surfaced with mineral granules. Ruberoid® Mop Smooth 39.37" ASTM D6164 Non woven polyester mat coated with (1 meter) Wide polymer - modified asphalt and smooth Ruberoid? Mop Plus 393T' ASTM D6164 surfaced. Non -woven polyester mat coated with (1 meter) Wide polymer- modified asphalt and surfaced with mineral grannies. Ruberoid? Mop 170FR 3937' ASTM D6164 Non -woven polyester mat cued with fire (1 meter) Wide retardant polymer modified asphalt and surfaced with mineral granules. Ruberoid? Mop FR 39.37" ASTM D6164 Nonwoven polyester mat coated with fire (1 meter) Wide retardant polymer-modified asphalt and surfaced with mineral granules. Ruberoid® Torch Smooth; 39.3T' ASTM D6222 Nonwoven polyester mat coated with (1 meter) Wide APP modified asphalt and smooth Ruberoid? Torch Granule; 39.37" ASTM D6222 surfaced. Non woven polyester mat coated with (1 meter) Wide APP modified asphalt and surfaced with mineral granules RuberoielinergyCap' 39.37" ASTM D6222 APP modified cap membrane with a torch Torch Granule FR (1 meter) Wide grade bottom surface and a mineral granular top surface coated with factory applied EnaaCoe Ruberoie Enamcap, 39.37' ASTM D6222 APP modified cap membrane with a torch Torch Granule Plus FR (1 meter) Wide grade bottom surface and a mineral granular top surface coated with factory aapplied EnergyCote 7 . RoofMatcO 107 sq. ft. ASTM D6222 Non woven polyester mat coated with APP Modified Granular (9.9 m2) APP polymer-modified asphalt and surfaced with colored mineral granules. Ruberoid? Torch FR 1 meter ASTM D6222 Nonwoven polyester mat, coated with fire (39.37 ) Wide retardant asphalt modified bitumen membrane with granule surface. NOA No.: 13-042444 F 1 Expiration Date: 11/06/14 1APPROVEDI Approval Date: 10/31113 Page 3 of 29 0 ' Test Product DIMendons Specification Ruberoie 20 1 meter ASTM D6163 (39.37') Wide Ruberoie 30 1 meter ASTM D6163 (39.37 Wide Ruberoie 30 FR 1 meter ASTM D6163 (39.37 Wide RuberoieEnergyCap' 39 1 meter ASTM D6163 FR SBS Membrane (39.37') Wide Rubemie Dual FR 39.37' (1 meter) ASTM D6162 Wide Topcoat® Elastomeric 1, 5 or 55 gallons ASTM D6083 Roofing Membrane Topcoat® MB Plus 5 or 55 gallons Proprietary Topcoat1e 5 gallons ASTM D6083 Surface Seal SB FireO Fire Barrier Coating VersaShicie Fire - Resistant Roof Deck; Protection )�' ?PROVE�i 5, 55 gallons 42"x 100' rolls Proprietary ASTM D226 Product Description SBS modified asphalt base sheet reinforce with a glass fiber mat. Non-woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral gramles. Non -woven fiberglass mat coated with fire retardant, polymer- modified asphalt and surfaced with mineral granules. Non woven fiberglass mat coated with fire retardant, polymer-modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. Nonwoven polyester and fiberglass mat coated with file retardant, polymer - modified asphalt and surfaced with mineral granules. An acrylic, water based clastomeric membrane system designed to protect various types of roofing surfaces. Water based, low VOC primer used to block asphalt bleed-through. Solvent based sprayable thermoplastic rubber sealant designed to protect and restore aged roof surfaces and to increase a roofs reflectivity. Low VOC, waterfiased fire barrier coating. Non - Asphaltic, fire resistant fiberglass- based underlayment. NOA No.: U-0424.14 Expiration Date: 11AW14 Approval Date_ IA/M3 Page 4 of 29 APPROVED INSULATIONS: Product Name EnergyGuare Polyiso Insulation EnnergyGuard— RA Polyiso Insulation EnergyGuarC RN Polyiso Insulation EnergyGuarC Pedite Recover Board EnergyGuardr Perlite Roof Insulation Ener"GuarC RA Composite Polyiso Insulation StructodeV High Density Fiber Board Securock® Gypswn -Filx * Roof Board APPROVED FAS TE : Table 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Perlite recover board Perlite roof board Polyisocyanurate/wood fiberboard, or perlite composite High density wood fiber Gypsum board TABLE 3 Manufacturer (With Current NOA) GAF GAF GAF GAF GAF GAF Blue Ridge FbberBoard, Inc. United States Gypsum Corp. Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) I. Drill Te:'" #12 Fastener Carbon steel fastener used Various GAF in steel or wood decks. 2. Drill -Tee #14 Fastener Carbon steel fastener used Various GAF in steel, wood or concrete decks. 3. Drill-Tee XE D Fastener Carbon steel extra heavy Various GAF duty fastener used in steel decks. 4. Drill -Tec'ffi AccuTrae Flat AZ -SS aluminized steel 3" x 3" GAF Plate plate for use with Drill- Tee #12 Fastener, Drill- Tee #14 Fastener and Drill Tee #15 Fastener. S. Drill -Tee ASAP 3S Drill-Tee #12 fastener Various GAF with Drill-Tee 3" Standard Steel Plate. 6. Drill-Tee AccuTrae® Galvalume Steel plate for 3"x3" GAF Recessed Plate use with Drill-Tee fasteners. 7. Drill Tee 3" Steel Plate Round galvalume steel 3" GAF stream plate for use with Drill Tee fasteners. 8. Drill -Tee 3" Standard Round galvalume plated 3" GAF Steel Plate steel stress plate with reinforced ribs for use with Drill Tee fasteners. NOA No.: 13-0424.14 Expiration Date: 11/06/14 .. , Approval Date: 1051113 Page 5 of 29 f � � EVIDENCE SUBMTrrED: Test Anenev Test Identifier Description Date Factory Mutual Research Corp. 3029832 FMRC 4470 05/11/07 3010215 FMRC 4470 03/01/01 3001276 FMRC 4470 01/28/99 1B9A8.AM FMRC 4470 09/04/97 3D4Q2.AM FMRC 4470 04/30/97 OD1A8.AM FMRC 4470 04 /01/98 Underwriters Laboratories R1306 UL 790 07/22/13 Testy Engineering 4483.04 97 -1 TAS 114 06/06/97 PRI Asphalt Technologies, Inc. GAF -020-02 -01 ASTM D249 02/01/02 ASTM D4977 GAF 306-02 -01 ASTM E96 07/07/11 GAF 315 -02 -01 ASTM D2178 8/23/11 GAF 314-02 -01 ASTM D2178 8/23/11 IRT ARCON Inc. 02-005 TAS 114 03/01/02 02 -014 TAS 114 04/08102 01 -039 TAS 114 03/01/02 Trinityl ERD 66850.08.08 ASTM D6164, 08/29/08 G6850.08.08 ASTM D6163 08/01/08 G6850.10.08 ASTM D6222 10/06108 G6850.11.08 ASTM D6222 11/05/08 G40620.07.122 ASTM D6222 07/17/12 G34140.04.11 -2 ASTM D6163 04/25/11 G31360.03.10 ASTM D6164 03/31/10 G34140.04.11 -4 ASTM D4601 04/25/11 G34140.04.11 -5 ASTM D4897 04/25/11 G33470.01.11 ASTM D6164 01/13/11 G6850.08.07 -1 ASTM D3909 08/13/07 G30250.02.10 -3 -R1 ASTM D3909 11/26/12 PRI Construction Technologies LLC. ASTM D2178 GAF - 314 -02 -01 08/23/11 ASTM D2178 -GAF 315-02 -01 08/23/11 ASTM D6083 GAF-245-02-01 06/10/10 ASTM D6083 GAF -084-02 -01 07/08/05 ASTM D6083 GAF-245-02-01 06/10/10 ASTM D6083 GAF -084-02 -01 07/08105 Momentum Technologies, Inc. ASTM D6162 AX04C9A 06 /05/09 NOA No.: 13-0424.14 Espirathm Dare: 11/86114 Approval Date: 1801113 Page 6 of 29 Membrane Type: APP /SBS Heat Weld Deck Type 1: Wood, Non-insulated Deck Description: %" or greater plywood or wood plank decks System Type E(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOO Fire Barrier Coating, versaShicie Fire Resistant Roof Deck (optional) Protection or SecurocO Gypsum -Fiber Roof Board. Base sheet: GAFGLAS® #80 Ultima7 Base Sheet, GAFGLAS" Stratavene Eliminator"" Nwiable venting Base Sheet, Ruberoid" Mop Smooth, Ruberoie 20, Ruberoid" SBS Heat-weir Smooth or Ruberoid" SBS Heat Weld¢ 25 mechanically fastened to deck as described below; Fastening Options: GAFGLAe Ply 4, GAFGLAS" N=Ply 6, GAFM " #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Magnum Design Pressure - 45psf, See General Limbaden #7) GAFGLAe Ply 4, GAFGLAS FlexPly 6, GAFGLAS" #75 Base Sheet or any of above base sheets attached to deck with Drill-Tee #12 Fastener, Drill-Tec' ##14 Fastener or Drill Tee XM Fastener and Drill-Tee 3" Steel Plate, Drill- Tee AccuTrac" Flat Plate or Drill-Tee AccuTrac" Recessed Plate installed 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (1M wdmum Design Pressure -45 psf, See General Limitation #7) dAFGLAS" FlexPly 6, GAFGLAe #75 Base Sleet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52.5 psf, See General Limitation #7) GAFGLAS" #80 Ulbma7 Base Sheets, Ruberoid" 20, Ruberoid" Mop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a, fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure -60ps , See General Limitation #7) GAFGLAS" #75 Base Sheet or any of above base sheets attached to deck with Drill-Tee #I2 Fastener, Drill -Tee #14 Fastener or Drill Tec XHD Fastener and Drill-Tee 3" Steel Plate, Drill -TecT" AccuTrac" Flat Plate or Drill-Tee AccuTrac" Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -"psf, See General Limitatdon #7) NOA No.: U-0424.14 Expiration Date: 11/06114 Approval Date: 10/31/13 Page 27 of 29 Any of above base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec"` insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —6U psf, See General Limitation #7J GAFGLAS® #75 Base Sheet or any of above base sheers attached to deck with brill Tec7 #12 Fastener, Drill-Tec7 #14 Fastener or Drill Teo°' XHD Fastener and Dri11 -Tec7 3" Steel Plate, Drill-TWN AccuTraco Flat Plate or Drill-Tec7 AccuTrace Recessed Plate installed 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See Gmerai Limitadon #7) Ply Sheet: (Optional except over Ruberoie Mop Smooth, Ruberoie 20, Ruberoida SBS $eatWeld n Smooth or Ruberoie SBS Heat Weld" 25) One or more plies GAFGLAS® Ply 4 or GAFGLAe FlexPly 6 sheet adhered in a full mopping of approval asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. or Ruberoie Torch Smooth torch applied according to manufacturer's application instructions. Membrane: One ply of Rubemie Torch Smooth, Ruberoie Torch Granule, Rooflvb t o APP Modified Granular, Ruberoie EnergyCap"' Torch Granule FR, Ruberoie Ffn"M CVp ' Torch Plus FR, or Ruberole Tore` h FR torch applied according to manufacturer's application instructions. Or One or mare plies of Ruberoie SBS Heat Weld's Plus, Ruberoie SBS Heat weir Plus FR, Ruberoie SBS Iii Wete rmn, Ruberoid® Enomcap- SBS Heat Weld"` Plus FR, Ruberoie SBS Heat Weld°' Granule, Ruberoie SBS Heat Weld m Smooth and Ruberoie SBS Heat-Welcr 25 applied according to manufacturees application instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components mast be applied according to manufacturer's application h0tract5ions. All coatings mast be listed witbin a current NOA. 1. Gravel or slag applied at 400 lbsJsq. and 300 lbsJsq. respectively in a flood coat of approved asphalt at 601'lbsJsq. 2. GAFGLAS* Mme nl Surfaced Cap Sheet or GAFGLAS®EnergyW BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a' rate of 20-40 lbs./sq. 3. Topcoats Eldstomeric Roofing Membrane, Topcoat® MB Plus (to be used as a primer with Topcoat® Elastomenc Roofing Membrane) or Topcoat® Surface Seal SB applied at 1 to 1.5 galJsq. Maximum Design Pressure: Se$ Fastening Above 1ArPR0VE�j NOA No.: 13-0424.14 Expiration Date: 11106114 Approval Date: 10/31/13 Page 28 of 29 WOOD DECK SYSTEM LBUTATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® FlexPly'm 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum %" DensAeck® Roof Board or %2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL. LEWTATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of 145 pst 5. Fastener spacing forlinsulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 If insulation attachment shall not be acceptable. 6. Fastener spacing forimechanic al attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utibm the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and cornet areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitatidn is specifieally referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapotlation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. Perimeters, extended corners and comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. 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. END OF THIS ACCEPTANCE I ;PPROVi:D j__ NOA No.: 134424.14 Expiration Date: 11/0644 Approval Date: 1001/13 Page 29 of 29 'TCTFU.R1306 - Roofing Systems Page 4 of 54 13. Dahl: C -15/3 Incline: I. {$ Insubrtion (Optional): — One or more layers perlite or wood fiber or glass fiber or Polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate 5omposite or phenolic,_apy thlek ass. Base Sheet: —Two r more. lies T. G2 °GA Base Sheet"v iri. Piyo. 4P75 Base Shie dr Ty*G3""GAFGLASV M heral Surfaced Cap Cap S ". Ply heet (Optional): : c , Y —One or more plies Type Gl. Membrane: — One or more plies "Ruberoid@ Torch Smoothf or "&beMjMTo_ rr,Wh Granule . or °Ruberoid® Torch Granule Plus" or "Ruberoid@ Mop Smooth" or "Ruberoid@ Mop Smooth 1.5" cr "Ruberoid@ Mop Smooth Plus" or " Ruberoid@ Mop Granule" or'Ruberot't0. Mop Plus Granule" or "ROOFMatchTM SBS Modified Granular" or "Tri-PIy9 SBS Modified Bitomerr Me mbrane" or "ROOFMetchtl' APB Mod�ied' Granular" or "Tri -P" TP -4G" or "Tri- Pty® TP -4" or "RuberoloO Dual Smooth". Cap Sheet: — "GASFGLASO EnergyCapTM BUR Mineral Surfaced`6p Sheef": 14. Deck: C -15/32 Incline; 2 Insulation (Optional): —One or more layers perlite or wood Stier or glass fiber or polyisocyanurate perllte/polyisocyanurate conmposke or wood fiber /poiyisocyanurate composite any thickness mechanically or adhered with hot roofing aspilelt. Base Sheet: — One ply "GAFGLASO Stratavent Eliminator Venting Base Sheet" orType,G2. fully adhered with, hot Mbfing 4fthalt Ply Sheets — Two or more plies Type GI or "Ruberoid@ Mop Smboth" or "Ruberoid@ Mop Smooth 1.5" or "Ruberoid@ .Mop Smooth Plua" . . or "Ruberoid@ 20" or "Ruberoid@ 20 HT" fully adhered with hot roofing asphalt Membrane: — "GAFGLAS@ Mineral Surfaced Cap Sheet" or "GAFGLAS@ EnergyCap"" BUR Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt 15. D= k:, C -15/32 Incline: IY " Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or Polyisocyanurate mechanically fastened or:adheied with OMG Inc. "OlyBond Fastening System" or any UL Classified Insulation adhesive. - Barrier Board: — Minimum s /4 -in. thick G -P Gypsum Corp. "DensOeck® Roofboard" or "DensDeck Prime@ Roofboard" or" Denst3eck DuraGuardTM Roofboard" or minimum rA -in. thick Untied States Gypsum Corp. "SECUROCK@ Roof Board" (Type FRX -G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" is cr4 UL Classified Insulation adhesive with butt joints in the barrier board products staggered a minimum of 6-in. from plywood deck )ointc, = Base Sheet: —One ply Type G2 "GAFGLASO #75 Base Sheet" or "Tri-Ply #75 Base Sheet" mechanically fastened -' Ply Sheet: —One or two plies Type G1 "GAFGLAS@ Ply* 4" or'Tri-Ply 4" or "GAFGLASO Flex Ply 6" or Type G2 "GAFC? 175 Base Sheer or'Tri-Ply #75 Base Sheet" fully adhered with hot roofing asphalt. _ Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt _ - - - Surfacing (optional)+,— 'TOPCOAT@ EnergyCote° " applied at a rate of 2 -gal /100 -ft2. _ 16. Deck: NC Incline: 1/2 Insulation (Optional) :_ — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate Mechanically fastened n-r adhered wrtn - - OMG Inc. "OlyBond Fastening System" or any UL Classified Insulation adhesive. Base Sheet: —One ply Type G2 "GAFGLASO #75 Base Sheet" or "Tri -Ply #75 Base Sheet" mechanically fastened Ply Sheet: — One or two plies Type G1 "GAFGLASO Ply 4" or "Tri-Ply 4" or "GAFGLAS® Flex Ply 6" or Type G2 "GkFGLAS@ #75 Base Sheet° or'Tri-Ply #75 Base Sheet" fully adhered with hot roofing asphalt Cap Sheet: — One ply Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt - Surfacing: — " TOPCOAT® EnergyCote""" or "TOPCOAT@ MB Plus - White" or "Matrix 322" applied at a rate of 2- gal /166 -ft2. 17. Deck: C -15/32 Incline: 1/2 Insulation joptional): — Any thickness perite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Barrier Board: — Minimum W -in, thick G -P Gypsum Corp. "DensDeckO Roofboard" or "DensDeck Prime@ Rbofboard" or "DensDeck DuraGuard!" Roofboard" or minimum W -in. thick Untied States Gypsum Corp. "SECUROCK@ Roof Board" (Type FRX -G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified Insulation adhesive with butt joints in the barrier board products staggered a minimum of 6-in. from plywood deck joints. Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or 'Tri-Ply #75 Base Sheet" mechanically fastened Ply Sheet: — One or two plies Type G1 "GAFGLASO Ply 4" or 'Tri-Ply 4" or "GAFGLASO Flex Ply 6" or Type G2 "GAFGLASO #75 Base Sheet" or "Tri -Ply #75 Base Sheet" fully adhered with hot roofing asphalt. Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. Surfacing: - " TOPCOAT@ EnergyCote'"" or "TOPCOAT@ MB Plus - White" or "Matrix 322" applied at a rate of 2 -gal /100 -ft2. 18. Deck: NC Incline: 1 Insulation (optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet: — One ply "GAFGLASO Stratavent Eliminator Venting Base Sheet" or Type G2 fully adhered with hot roofing asphalt Ply Sheet: — One or two plies "Ruberoid@ Mop Smooth" or "Ruberoid0 Mop Smooth 1.5" or "Ruberoid@ Mop Smooth Plus" or "Ruberoid@ 20" or "Ruberoid@ 20 HT" fully adhered with hot roofing asphalt Membrane: — One ply "GAFGLASO Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt . Surfacing: — " TOPCOAT@ EnergyCotem" or "TOPCOAT@ MB Plus - White" or "Matrix 322" applied at a rate of 2- gal/100 -ft2. 19. Deck: C -15/32 Incline: 1 1^ Ft...//. i. .�•..1..........1......�./....: 1.:. �/ VS7 T7/ �• nw... l�tnRTC�I'.. V' T'/ 1L' DAAAT.'/.. l• .�...r��..l•.t.+•.17.�..w.... —T 1110!7!11! a+av a�wa v�wvua �s MIAMaM�E ® MiamWade County HVHZ Electronic Roof Permit Form Section D Tile Roof System °Delivering Excellence Every Day" Roof System Manufacturer. LEagle Malibu Products Notice of Acceptance Number (NOA): 111 - 0321.01 Minimum Design 1Aflnd Pressures, If Applicable (from RAS 127 or Calculations): P1: 47.0 P2: 81.9 P3: 121.0 Maudmum Design Wind Pressures, (From the NOA Specific system): 45.5 psf Fill in the specffic roof assembly components. If a component Is not required, Insert not applicable (Ma) In the text box. Roof Slope: 712" Roof Mean Height: 12 ft. Method of Tile Attachment: Adhesive, Medium Paddy Polyfoam Polypro- Alternate Method of Tile Attachment per NOA: Drip Edge Size & Gauge: —3" face 26 ga.— I Drip Edge Material Type: � vines Meta. . Drip Edge Fastener Type: 11 1/4 rs nail Hook Strip /Cleat gauge or weight I --n/a- Deck Type: --5/8" Plywood— Optional Insulation: N/A Optional Nailable Substrate: N/A Optional Nailable Substrate Attachment: N/A Basesheet Type: . #30 Ibs tin- capped Fastener Type for Basesheet Attachment: 1 1/4 rs nail Tile Underlayment (Cap Shut) Type: Tarco PS 20011- 0912.04 Tile Underlayment Attachment Method: self adhered Tile Profile: Malibu Concrete file COUNTY "Delivering Excellence Every Day" ' Miami -Dade County HVHZ Electronic Roof Permit Form Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based file systems, use Method 1. Compare the values for Mr with the values from Mf. if the Mf values are greater than or equal to the Mr values, for each area of the roof, then the file attachment method is acceptable. P 1: 47.0 X 0.282 = 13.25 - Mg: 6.54 = Mr1: 6.71 545.5 NOA Mf P 2:181.9 1 X ;L 0.282 = 23.10 - Mg: 6.54 = Mr2: 16.56 :5 NOA Mf P 3:1121.0 1 X ;L 0.282 =34.12 - Mg: 6.54 = Mr3: 27.58 545.5 5 NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127" For Uplift based file systems use Method 3. Compare the values for F with the values for Fr. If the P values are greater than or equal to the Fr values, for each area of the roof, then the file attachment method is acceptable. P1: x I: = x W. Description _ - W. = x cos 6: ED = Fr1: 5 NOA F P2: x I: = x W. Mean Roof Height _ - W. = Job Site x cos g: = Fr2: 5 NOA F P3: x I: Product Approval (NOA) = x W. Product Approval (NOA) _ - W. Mf = Required Moment Resistance x Cos 6: = Fr3: 5 F NOA P Where to Obtain Information to complete file calculations Where to Find Description Symbol Design Pressure P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope a Job Site Aerodynamic Multiplier x Product Approval (NOA) Restoring Moment due to Gravity Mg Product Approval (NOA) Attachment Resistance Mf Product Approval (NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F Product Approval (NOA) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval (NOA) Tile Dimensions I = length w =dth Product Approval (NOA) C0U "!TY MIAMI- -DADS COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTI4II,NT (BNC) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315 -2399 NOTICE OF ACCEPTANCE (NOA) www.m1amidadt0v/bolWjfl Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AI-U)• 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. BNC 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. DESCRWnON:'MaRbu- Concgete We 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. V any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA #06- 0526.09 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.:11- 0321.01 Expiration Date :10 /li5116 Approval Date: OW12111 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Cates: Roofing Sub Cateaor Roofing Tiles N-aterial: Concrete 1. SCOPE: This approves a system using Eagle Roofing Products Malibu Concrete Roof Tile, as. manufactured by Eagle Roofing Products LLC in Sumterville, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: 1Mannfactured by Tat Product AQnlican Dimeffiiauls &peclficatious Dumrlatlon Malibu Concrete Tile l =17" TAS 112 Low profile, interlocking, high pressure w = 12'12" extruded concrete roof tile equipped with %2" thick three nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for W = varies use at hips, mkes,•ridges and valley varying thickness 'terminations. Manufactured for each file profile. NOA No.: 11-0321.01 Expiration Date: 10/05/16 Approval Date: 05112111 Page 2 of 7 0 2;1 EVIDENCE SUBMTTTED: Test a Test Ideuiffler Test NameJRepart Dom, e PRI Construction Materials PR106178 TAS 112 08/23!06 Technologies Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 & TAS 102(A) Redland Technologies 7161 -03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108 (Nail -On) Redland Technologies P0402 Withdrawal Resistance Testing of screw Sept. 1993 vs. smooth shank nails The Center for Applied 94 -060B Static Uplift Testing Merck 1994 Engineering., Inc. TAS 101(Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101(Mortar Set) Redland Technologies P063I -0I Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail -On) Professional Service 224 -47099 Physical Properties Sept. 1994 Industries, Inc. TAS 112 The Center for Applied 25- 7094 -1 Static Uplift Testing Oct. I994 Engineering, Inc. TAS 102 (4" Headlap, Nails, Direct Deck, New Construction)0 The Center for Applied 25 -70947 Static Uplift Testing Oct 1994 Engineering, Inc. TAS 102 (4" Headlap, Nails, Battens) The Center for Applied 25- 7094 -4 Static Uplift Testing Oct. 1994 Engineering, Inc. TAS 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) The Center for Applied Project No. 307025 Wind Driven Rain Oct. I994 Engineering, Inc. Test #MDC -76 TAS 100 The Center for Applied 25- 7183 -1 Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 (2 Quik Drive Screws, Direct Deck) The Center for Applied 25- 7183 -2 Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 (2 QiA -Drive Screws, Battens) NOA No.:11- 0321.01 Expiration Date: 10/05/t6 Approval Date: 05/12/11 Page 3 of 7 The Center for Applied 25 -7214-2 Static Uplift Testing March, 1095 Engineering, Inc. 25- 7214 -6 TAS 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik Drive Screw, Battens) Celotex Corporation 528454 -2 -1 Static Uplift Testing Sep. 1998 Testing Services 520109 -2 TAS 101 Dec. 1998 Walker Engineering, Inc. Evaluation Two Patty Adhesive Set System April 1999 Calculations Walker Engineering, Inc. Evaluation 25 -7183 March 1995 Calculations Walker Engineering, Itic. Evaluation 25 -7094 February Calculations 1996 Walker Engineering, Inc. Evaluation 25 -7496 April 1996 Calculations Walker Engineering, Inc. Evaluation 257584 December Calculations 25- 7804b -8 1996 25-7804-4 & 5 25- 7848 -6 Walker Engineering, Inc. Calculations Aerodynamic Multiplier Sep. 2006 Walker Engineering, Inc. Calculations ue to Gravity Restoring Moment Dui Sep. 2006 3. LBUTATIoNS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set file applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. NOA No.:114LU1.01 Expiration Date: 18/05/16 Approval Date: 05/12111 Page 4 of 7 4e WrALLLATION 4.1 Eagle Roofing Products LLC Malibu Concrete Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight -W (Ibi) Length -I (ft) 1 Width -w (ft) 1 Malibu Tile 9.5 1.417 1.04 Table 2: Aero dynamic Multipliers -;L I fit Tile Profile ;L ( Batten Application Direct Deck Application Malibu Tile 0.305 -0.282 Table 3: Restoring Moments due to Grav Ity - M ft f Tile Profile 3 ":12" 4 "Ar 5 ":12" 6 11:12" 7":12" or 9 neater Malibu Tile Battens Direr Deck 1 Battens Direct Deck Battens Direct Deck. Battens Direct Deck Battens Direct Deck 6.30 6.85 8.21 6.54 5.08 8.41 5.93 6.25 5.77 6.08 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft lbf) for Wall -On System Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min. 19132" plywood) Battens Malibu Tile 2 -10d Ri Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 26.8 26.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail Field Clip) 24.3 24.3 24.2 1 -10d Smooch or Screw Shank Nail Esve Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails 43.0 67.5 50.9 1 Inca hOon with a 41' file head and fastomem are located a min. of 2W from head of fill. NOA No.: 11-0321.01 Expiration Date: 10105/16 Approval Date: 05112th Page 5 of 7 Table 6: Attachment Resistance Expressed as a Moment Mf (ft ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Malibu Tile Adhesive 26.1 2 See manufactures component approval for installation re uirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Pol Product Inc. Ave a weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Single Eft Adhesive Set Systems Tile Profile Tile Application Tile Minimum Attachment Resistance Malibu Tile Polyfoam Pol Pro's' Resistance 86.61 Polyfbam Po Pro7e 20.60 45.5 4 Lame Iacement of 54arams of Pol roT". 4 Medium paddy pkxwmnt of 2 rams of Po Proym. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar Set Systems Tile Tile Attachment Profile A lication Resistance Malibu Tile Mortar Set 20.60 S. LABELING: All tiles shell bear the imprint or identifiable marking of the manufa cturees name or logo (See Detail BelowN or following statement: 'Miami-Dade County Product Control Approved ". _1 EAEI FLAE3 vrN/DA MAuou CONCRETE ROOF TILE IL ABEL, SUMTERVILLE. PLANT (LOCATED ON UNDERSIDE OF TILE) NOA No.:11- 0321.01 r P N Expiration Date:1WON16 Approval Date: 45112111 Page 6 of 7 dt. BUILDING Pz` 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 Building Official or Applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING EM. I i MAuHu CONCRETE Roar T11.E END OF THIS ACCEPTANCE NOA No.:11- 0321.41 Expiration Date: 14/05/16 + Approval Date: 45/12/11 Page 7 of 7 FF ` MIAMI -DARE 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 /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: 31,-1 Foam Aobf-Tde Adhesive RTA 1 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. TE11MI NATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA# 12- 0529.01 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 13-0129.01 Expiration Date: 01/03/16 44000 W, Approval Date: 11 /07/13 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3M Foam Roof Tile Adhesive RTA 1 as described below in this Notice of Acceptance, designed to comply with the Florida Building Code. For the locations where the pressure requirements, as determined by applicable building code, do not exceed the design pressure values; as obtained by calculations in compliance with RAS 127, using 3M Foam Roof Tile Adhesive RTA -1, and where the attachment calculations shall be done as an moment based system. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3M Foam Roof Tile N/A TAS 101 Single component polyurethane foam roof file Adhesive RTA 1 adhesive. MANUFACTURING LOCATION: 1. Norton, OH. PHYSICAL PROPERTIES: Prove Test Density ASTM D 1622 Compressive Strength ASTM D 1621 Tensile Strength ASTM D 1623 Water Absorption ASTM D 2842 Moisture Vapor Transmission ASTM E 96 Dimensional Stability ASTM D 2126 Closed Cell Content ASTM D 2856 EVIDENCE SUBNIITTED: Test Agency Southwest Research Institute PRI Construction Materials Technologies, Inc. Results 1.95 lbsJft 3 7.8 psi 15 PSI Parallel to rise 4.6 LbsJFe 1.94 Perm / Inch +0.89% Volume Change @ 70° C., 2 Weeks 54.1% Test Identifier Test Name/Report 01- 1208 -025 ASTM E 108 FOP - 009 -02 -10 Physical Properties FOP - 009 -02 -01 TAS -101 FOP - 009 -02 -02 TAS -101 FOP - 009 -02 -03 TAS -101 FOP- 009 -02 -04 TAS -101 FOP - 009 -02 -05 TAS -101 Date 06/16/98 12/14/10 11/8/10 11/4/10 11/8/10 11/8/10 11/8/10 NOA No.: 13- 0129.01 Expiration Date: 01/03/16 Approval Date: 11/07/13 Page 2 of 7 LDWATIONS: 1. Fire classification is not part of this acceptance. 2. 3M Foam Roof Tile Adhesive RTA 1 can be used with flat, low, medium and high file 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 Foam Roof Tile Adhesive RTA 1 roof file adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F -W 2 F'= MS INSTALLATION: 1. 3M Foam Roof Tile Adhesive RTA 1 may be used with any roof tile assembly having a current NOA that lists moment resistance values with the use of 3M Foam Roof Tile Adhesive RTA -1. 2. 3M Foam Roof Tile Adhesive RTA -1 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 3M Foam Roof Tile Adhesive RTA 1 shall provide sufficient attachment resistance, expressed as a moment based system, to meet or exceed the moment resistance determined in compliance with Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. 3M Foam Roof Tile Adhesive RTA -1 roof tile adhesive and its components shall be installed in accordance with Roofing Application ' Standard RAS 120, and Fomo Products, Inc. 3M Foam Roof Tile Adhesive RTA -1 Operating Instruction and Maintenance Booklet 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. 5. Tiles must be adhered in freshly applied adhesive. Tile must be set within 4 minutes after 3M Foam Roof Tile Adhesive RTA -1 has been dispensed. 6. 3M Foam Roof Tile Adhesive RTA 1 placement shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Typical Placement Detail Weight per paddy (grams) Flat, Low & High Profile # 1 12 High Profile 2 -Piece Barrel # 2 12 LABELING: All 3M Foam Roof Tile Adhesive RTA -1 containers shall comply with the Standard Conditions listed herein. BuiiLDING PERMIT REQUIItEMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 13-0129.01 Expiration Date: 01/03/16 Approval Date: 11 /07/13 Page 3 of 7 ADHESIVE PLACEMENT DETAILS PLACEMENT DETAIL # 1 157I: "'-, ro l—I NOA No.: 13-0129.01 Expiration Date: 01/03/16 Approval Date: 11 /07/13 Page 4 of 7 PLACEMENT DETAIL # 1(CONT ... ) •• �• -• • •: 6.4 . t7. • TIM, •! •- •..•• j •• •� ,- • • - - Low PROFELE NOA No.: 13- 0129.01 Expiration Date: 01/03/16 Approval Date: 11 /07/13 Page 5 of 7 111f, MMOV-P.Ap- PLACEMENT DETAm # 2 • - - mil f - HIGH PROFILE NOA No.: 13-0129.01 Expiration Date: 01/03/16 Approval Date: 11 /07/13 Page 6 of 7 f PLACEMENT DETAM # 2 (CONT...) 2 -PIECE BARREL PROFILE END OF THIS ACCEPTANCE NOA No.: 13-0129.01 Expiration Date: 01/03/16 Approval Date: 11 /07/13 Page 7 of 7 -. NIIAMI -DARE COUNTY PRODUCT CONTROL SECITON 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (P") Miami, Florida 33175-2474 BOARD AND CODE ADIIIIlVISfRATION DIVISION T (786)315 -2590 F (786) 31525 -99 NOTICE OF ACCEPTANCE (NOA) =.miamldade gov /eC0WMJ Tarco Specialty Products, Inc. One Information Way, Suite 225 Little Rock, AR 72202 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 Mann-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: Tarco goofing Membranes and 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 at the request of the Building Official. This NOA revises NOA No. 11- 0912.04 and consists of pages I through 16. The submitted documentation was reviewed by Jorge L. Acebo. �IAPPROYE�I NOA No.; 12-0420.02 Expiration Date: 01W/17 Approval Date: 10/03/13 Page 1 of 16 ROOFING COMPONENT APPROVAL Gatworv: Roofing Sub- Cateeory Underlayment Material: Asphalt, SBS, Polyester SCOPE: This acceptance is for Tarco Roofing Membrane and Underlayments, for use with approved prepared roof assemblies where the applicable TAS /ASTM specific underlayment is specified and installed with prescribed approved adhesives, fasteners and fastener densities, as described in this Notice of Acceptance; designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone of the Florida Building Code. PRODUCTS DESCRIPTION: Product Dimensions Test Specification Product Description 30# ASTM 3' x 72" rolls ASTM D226 Type H Asphalt saturated felt underlayment Specification Felt Manufacturing Location #1 & #2 EasyLay 3' x 133' 4" ASTM D226 Type H Sheet material comprising a polyester Manufacturing rolls substrate coated with bituminous coating Location #2 for use as an underlayment in roofing applications. Designed as a shingle and metal roofing underlayment and for use in tile roofing assemblies when used with an approved TAS 103 tile underlayment cap sheet- Fiberglass Mineral 3' x 36'rolls ASTM D3909 Mineral surfaced glass fiber reinforced, Surfaced Roll asphalt coated roll roofing for hot mop Roofing or cold process application. Main factoring Location #1 ASTM Organic 3' x 36'rolls ASTM D6380 Asphalt saturated granular surfaced felt Tile Underlayment Type H underlayment for hot mop application. Manufacturing Location #1 EasyMop SBS 3' x 36'rolls TAS 104 Granular surfaced polyester reinforced, Manufacturing SBS modified bituminous membrane for Location #1 hot mop or cold process application. Designed-as a the roofing underlayment NOA No.:12- 0420.02 �DAUecou Expiration Date: 01/25/17 •., • • Approval Date: 10/03113 Page 2 of 16 Product Fast90 Manufacturing Location #1 PS200UT Manufacturing Location #1 & #2 PS200w' Manufacturing Location #1 & #2 MS300 Manufacturing Location #1 & #2 SS400 Mwnlfacturing Location #1 & #2 NR500BT Manufacturing Location #3 Dimensions Test Specification Product Description 3' x 36' rolls 3' x 66'8" rolls 3' x 66'8" rolls 3' x 668" rolls 3' x 33'4" rolls 3' x 668" rolls 3' x 33'4" rolls 3' x 66'8" rolls TAS 103 Granular surfaced, asphalt-impregnated ASTM D249 organic felt reinforced, bituminous sheet ASTM D6380 material with a self - adhesive bottom layer, for use as an underlayment in sloped roof assemblies. Designed as a tile roofing underlayment. TAS 103 Fabric surfaced, fiberglass reinforced, ASTM D1970 SBS modified bituminous sheet material with a self - adhesive bottom layer, for use as an underlayment in sloped roof assemblies. Designed as a shingle, tile and metal roofing underlayment. ASTM D1970 Film surfaced, fiberglass reinforced, SBS modified bituminous sheet material with a self-adhesive bottom layer, for use as an underlayment in sloped roof assemblies. Designed as a metal and shingle roofing underlayment. ASTM D1970 Fine granular surfaced, fiberglass reinforced, bituminous sheet material with a self - adhesive bottom layer, for use as an underlayment in sloped roof assemblies. Designed as an ice and water shield, and a shingle roofing underlayment. ASTM D1970 Smooth surfaced, fiberglass reinforced, bituminous sheet material with a self - adhesive bottom layer, for use as an underlayment in sloped roof assemblies. Designed as an ice and water shield, and a shingle and metal roofing underlayment. ASTM D1970 Film surfaced, non-reinforced, bituminous sheet material with a self- adhesive bottom layer, for use as an underlayment in sloped roof assemblies. Designed as an ice and water shield, and a shingle and metal roofing underlayment. NOA No.: 12-0420.02 Expiration Date: 01/2S/17 Approval Date: 10/03/13 Page 3 of 16 MANUFACTURING LOCATIONS: 1. Greencastle, PA 2. Belton, TX 3. Coshocton, OH EVIDENCE SUBMITTED: T_ t Anenev Test Identifier Test NametReyort Date Atlantic & Cambean Roof ACRC06 -013 TAS 103 06/14/06 Consulting, LLC PRI Asphalt Technologies TOT -003 -02 -01 ASTM D226 Type II 08/22/02 TOT -029 -02 -01 TAS 110, ASTM D249 & D 6380 07/05/05 TOT - 030-02 -01 TAS 110, ASTM D249 & D 6380 07/05/05 TOT - 041 -02 -01 TAS 110, ASTM D226 Type H 05/24/06 TOT- 042 -02 -01 ASTM D4798 & ASTM G155 05/22107 Trinity ERD 73580.10.06 -2 TAS 103 10/26/06 73580.10.06 TAS 103, ASTM D6380, 10/12/06 730160.08.09 Rl ASTM D1970 10/12/10 710550.07.08 ASTM D4798 & ASTM D1970 07/30/08 732530.08.10 ASTM D1970 08/17/10 T33190.08.10 TAS 103 08106/10 T43930.09.13 -R2 TAS 104 09/11/13 T40790.04.12 ASTM D6380 04/06/12 T40780.04.12 ASTM D3909 04/06/12 T37610.07.11 TAS 114-D 07/29/11 IRT Arcon IRT07-0006 ASTM D1970 07/11/07 IRT 07 -0036 ASTM D1970 02122/08 IRT08 -0002 ASTM D1970 02/22/08 GENERAL i • LEWTATIoNs — 30# ASTM SPECIFICATION FELT: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. 30# ASTM Specification Felt may be used with any approved roof covering Notice of Acceptance listing ASTM D226 Type H felt as a component part of an assembly in the Notice of Acceptance. 4. All products lised herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. NOA No.: 12-0420.02 E Cot>Nnr Expiration Date: 01/25/17 "1APPROVED'I Approval Date: 10/03/13 Page 4 of 16 INSTALLATION REQUMEMENTS — 30# ASTM SPECIFICATION FELT: 1. 30# ASTM Specification Felt shall be installed in strict compliance with applicable Building Codes. 2. Observe and comply with roofing practices and guidelines as outlined by the National Roofing Contractors Associations (NRCA) when installing 30# Felt. 3. During installation of 30# Felt, comply with Occupational Safety and Health Administration ( OSHA) safety standards; use common sense measures and adequate safety precautions to prevent accidents. 4. 30# ASTM Specification Felt shall be installed with a minimum 4" end lap in a shingle layer fashion and fastened as required by applicable system assemblies NOA or FBC 1518.2. GENERAL LuvffrmIom - EASYLAY: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. EasyLay shall be applied to a clean and dry surface. 4• EasyLay shall not be torched or hot mopped to. - Refer to manufacturer's published literature for additional information. 5. EasyLay shall not be used on slopes less than 2:12, unless the slope is acceptable to the weather resistant covering. In general, on slopes less than 4:12, a double layer of EasyLay is recommended. Double layer application is best achieved by using 19" side laps, making sure the side laps are `shingled in' to shed water. 6. When installing EasyLay, the roof system must include proper ventilation. 7. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of EasyLay with specific prepared roofing products. EasyLay may be used with any approved roof covering Notice of Acceptance listing ASTM D 226 Type H felt as a component part of an assembly in the Notice of Acceptance. 8. 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. 9. EasyLay shall not be left exposed for longer than 30 days attar application. 10. The manufacturer reserves the right to change product exposure period at any time; not to exceed the preceding maximum time limitations: NOA No.: 12-0420.02 Expiration Date: 01/25/17 Approval Date: 10/03/13 Page 5 of 16 APPROVED ASSEMBLIES - EASYLAY: System E(1): Anchor sheet mechanically fastened to deck. Deck Type 1: Wood, Non Insulated. Deck Description: Minimum 19/32" plywood or wood plank. Anchor/Base Sheet: One or more plies of EasyLay underlayment, with a minimum 4" wide side lap and a minimum 8" wide end lap, mechanically fastened to deck. Fastening: Approved nails and tin caps 6" o.c. within lap and two equally spaced staggered rows 12" o.c. in the field (for AnchorBase sheet). Surfacing: Approved Roof Assemblies in lieu of FBC perscribed ASTM D 226 Type 11 felt. INSTALLATION REQUIREMENTS - EASYLAY: 1. EasyLay shall be installed in strict compliance with applicable Building Codes. 2. Observe and comply with roofing practices and guidelines as outlined by the National Roofing Contractors Associations (NRCA) when installing EasyLay. 3. During installation, comply with Occupational Safety and Health Administration (OSHA) safety standards; use common sense measures and adequate safety precautions to prevent accidents. 4. EasyLay shall be acceptable for use with asphaltic shingles, woad shakes and shingles, quarry slate, tile and metal roofing assemblies. 5 Re- fasten any loose decking panels, and check for protruding nail heads prior to the application of EasyLay. 6. Place a full width piece of EasyLay, parallel to the eave (low) edge of the roof. 7. Unroll EasyLay 2 to 3 feet, with the lay lines facing up, and position the end of it to the edge of the eave and rake. 8. Install a few fasteners at the top, near the rake, and roll out the sheet to a manageable length. 9. Pull, straighten and align the sheet so that any wrinkles are eliminated and the sheet is even with the eave edge. 10. EasyLay shall be fastened with approved roofing nails and tin caps or approved crap nails, driven by hand or pneumatically, spaced 6" o.c. at all laps in the center of the seam area, and two staggered rows fastened 12" o.c. in the field of the sheet» 11. When installing nails, apply so that the head of the nail is flush with the EasyLay surface, without cutting into the EasyLay surface. 12. Fastening shall be done from the top to avoid walking or kneeling on unsecured sheet 13. Continue on to the end of the substrate and fasten down. 14. Align the next roll over the preceding sheet so as to form a minimum 4" overlap. NOA No.: 12-0420.02 Expiration Date: 01/25/17 Approval Date: 10/03/13 Page 6 of 16 15. Then install the just placed sheet, per instructions above. 16. The bottom of the second course of EasyLay shall lay on top of the first course so that any water will flow over the top of EasyLay. 17. Apply subsequent sheets in the same manner, with 4" side laps and 6" end laps over the preceding sheets. 18. When the top course is reached, lap about 6" of EasyLay over the ridge. 19. Install EasyLay a minimum of 6" up any vertical surfaces. 20. Stagger the end laps a minimum of 18" from the preceding course. 21. After installing EasyLay on the field of the roof, install drip edge at the eaves (if used). 22. When applying EasyLay in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in each direction. Make sure there are no rips or large wrinkles in the EasyLay. 23. Before applying horizontal sections of EasyLay, install a vertical length of EasyLay down the center of the valley. 24. Several sections of EasyLay can be used, but be certain to overlap the higher sections several inches so any water will flow over the top of the sheet. 25. EasyLay underlayment in the valley areas must be covered with code prescribed metal or other approved valley lining.material. 26. Apply a minimum 1/16" thick uniform layer of SBS, trowel grade modified flashing cement to water proof areas of EasyLay where any cuts or tears have occurred Seams or joints may require the application of an SBS trowel grade modified flashing cement. 27. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. GENERAL LudITATIONs — FIBERGLASS MINERAL SURFACED ROLL ROOFING: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. This acceptance is for prepared roofing applications. Nfnimutm deck requirements shall be in compliance with applicable building codes. 3. All products lised herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. NOA No.: 12- 1420.02 Expiration Date: 01/25/17 Approval Date: 10/03/13 Page 7 of 16 INSTALLATION REQUIREMENTS — FIBERGLASS MINERAL SURFACED ROLL ROOFING: 1. Fiberglass Mineral Surfaced Roll Roofing may be used with any approved roof covering Notice of Acceptance listing Fiberglass Mineral Surfaced Roll Roofing as a component part of an assembly in the Notice of Acceptance or wherever a ASTM D3909 roof membrane is specified and installed with prescribed approved asphalt, adhesives, fasteners and fastener densities per applicable FBC requirements. 2. Observe and comply with roofing practices and guidelines as outlined by the National Roofing Contractors Associations (NRCA) when installing Fiberglass Mineral Surfaced Roll Roofing. 3. During installation of Fiberglass Mineral Surfaced Roll Roofing, comply with Occupational Safety and Health Administration (OSHA) safety standards, use common sense measures and adequate safety precautions to prevent accidents. GENERAL LIflVIITATIONS — ASTM ORGANIC TILE UNDERLAYIVIENT: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building codes. 3. All products lined herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N -3 of the Florida Administrative Code. INSTALLATION REQUIREMENTS — ASTM ORGANIC TILE UNDERLAYMENT: 1. ASTM Organic Tile Underlayment may be used with any approved roof covering Notice of Acceptance listing ASTM Organic Tile Underlayment as a component part of an assembly in the Notice of Acceptance or wherever a ASTM D6380 roof membrane is specified and installed with prescn'bed approved asphalt, adhesives, fasteners and fastener densities per applicable FBC requirements. 2. Observe and comply with roofing practices and guidelines as outlined by the National Roofing Contractors Associations (NRCA) when installing ASTM Organic Tile Underlayment. 3. During installation of ASTM Organic Tile Underlayment, comply with Occupational Safety and Health Administration ( OSHA) safety standards; use common sense measures and adequate safety precautions to prevent accidents. IAPPROV"Di - NOA No.: 124420.02 Fspiration Date: 01/25/17 Approval Date: 10103 /13 Page 8 of 16 GENERAL LEWTATIONS- EASYMOP SBS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. Tarco EasyMop SBS shall not be installed when any form of moisture such as water, dew, rain, etc. is present on the substrate. 4. Tarco EasyMop SBS are to be applied to a smooth, clean and dry surface, with the deck free from irregularities. S. Ensure roof has positive drainage prior to installation of Tarco EasyMop SBS. 6. Tarco EasyMop SBS shall not be applied over a pre - existing roof membrane or system. 7. Care should be taken during the loading pure to keep foot traffic to a minimum and avoid dropping the roof covering directly on the underlayment. 8. All tiles shall be staged (two tiles perpendicular to slope, four tiles on top parallel to slope) as per manufacturer's requirements, not to exceed 6 -high, to the standard maximum roof pitch of 5 :12 for flat tiles and 6:12 for lugged tiles (See Tile Staging Method diagram below). At roof slopes greater than the above limitations, the use of loading battens or toe boards are required to load the roof tile. Tile St_&n Method Front View - Staged Tiles (Slope —+) Side View - Staged Tiles (Slope j) 9. The manufacturer reserves the right to change the tile staging method at any time as well as the number of tiles stacked, not to exceed the preceding maximum number of tiles limitation. 10. Tarco EasyMop SBS shall not be left exposed as a temporary roof for longer than 180 days after application. The manufacturer reserves the right to change product exposure period at any time, not to exceed the preceding maximum time limitations. NOA No.: 12-0420.02 Expiration Date: 01/25!17 Approval Date: 10/03113 Page 9 of 16 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of Tarco underlayments with specific prepared roofing products. Taw EasyMop SBS may be used with any approved roof coverings Notice of Acceptance listing Tarco EasyMop SBS or TAS 104 standard as a component part of an assembly in the Notice of Acceptance. If Tarco EasyMop SBS or the TAS 104 standards 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 product, wind uplift resistance, and fire testing results. 12. All products lised herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N -3 of the Florida Administrative Code. APPROVED ASSEMBLIES -! EAsYMOP SBS: System E(1): Anchor sheet mechanically fastened to deck, membrane adhered with hot asphalt or approved adhesive. Deck Type 1: Wood, Non - Insulated. Deck Description: Minimum 19/32" plywood, wood plank. Anchor/Ban Sheet: One or more plies of ASTM D226 Type H or ASTM D2626 with a minimum 4" wide side lap and a minimum 8" wide end lap, mechanically fastened to deck. Fastening. Approved nails and tin caps 6" o.c. within lap and two equally spaced staggered rows 12" o.c. in the field (for Anchor/Base sheet only). Membrane: EasyMop SBS applied to AnchorlBase Sheet with hot asphalt or with approved adhesive as specified in RAS 118,119 or 120. (See #13 in Installation Requirements for back nailing) Surfacing: Approved Roof Assemblies as specified below. NOA No.: 12-0420.02 Expiration Date: 01I25/17 Approval Date: 10/03/13 Page 10 of 16 INSTALLATION REQumE1AFNTs — EAsYMOP SBS: 1. Tarco EasyMop SBS shall be installed in strict compliance with applicable Building Codes. 2. Observe and comply with roofing practices and guidelines as outlined by the National Roofing Contractors Associations (NRCA) when installing EasyMop SBS. 3. During installation, comply with Occupational Safety and Health Administration (OSHA) safety standards; use common sense measures and adequate safety precautions to prevent accidents. 4. EasyMop SBS shall be an acceptable underlayment for mechanically fastened roof tile and adhered roof tile applications. 5. Re- fasten any loose decking panels, and check for protruding nail heads prior to the application of EasyMop SBS. 6. EasyMop SBS shall not be adhered directly over any pre - existing roof membrane. 7. All approved substrates are to be clean, dry and free of any loose debris or moisture prior to the application of the EasyMop SBS. Refer to applicable building codes prior to installation to verify acceptable substrates. 8. Prime all metal collars, flashing, valleys, liner, drip edge and concrete deck substrate with ASTM D 41 primer. 9. Applicator may cut EasyMop SBS into sections for workability and allow to relax prior to application. 10. Place EasyMop SBS over metal drip edge in accordance with RAS 111. 11. Install the first course of EasyMop SBS parallel to the eave edge. 12. It is recommended that end laps be staggered a minimum of 18" from the preceding course. 13. EasyMop SBS shall be back nailed along the head lap. The nails shall be, 11 gauge 11/4" approved ring shank type applied with a minimum of a 1 s /8" approved tin rap or approved capnail as required per the High Velocity Hurricane Zone (HVHZ) section of the FBC, at a minimum rate of 12" o.c. The head lap of the preceding layer of underlayment is to cover the area being back nailed. 14. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 15. Vertical strapping of EasyMop SBS membranes is acceptable. NOA No.: 12-0420.02 Expiration Date: 01/25/17 Approval Date: 10/03/13 Page 11 of 16 GEmMAL LDmAmNS — TARco SELF-AD> mwm UNDERL,AYMENTs: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. Tarco self adhering underlayments shall be applied only when material interface temperatures. are 400 F and rising. 4. Tarco self - adhered underlayments shall not be installed when any form of moisture such as water, dew, rain, etc. is present on the substrate. 5. Taw self - adhered underlayments are to be applied to a smooth, clean and dry surface, with the deck free from irregularities. 6. Ensure roof has positive drainage prior to installation of Tarco self - adhered underlayments. 7. Tarco self - adhered underlayments shall not be applied over a pre-existing roof membrane or system. 8. After installation of Tarco self - adhered membranes, wait a minimum of 48 hours before roof loading of tiles. 9. Care should be taken during the loading procedure to keep foot traffic to a minimum and avoid dropping the roof covering directly on the underlayment. 10. All tiles shall be staged (two tiles perpendicular to slope, four tiles on top parallel to slope) as per manufacturer's requirements, not to exceed 6-high, to the standard maximum roof pitch of 6:12 for flat tiles and 6:12 for lugged tiles (See Tile Staging Method diagram below). At roof slopes greater than the above limitations, the use of loading battens or toe boards are required to load the roof tile. Tile Staging Method Front View - Staged Tiles (Slope —>) Side View - Staged Tiles (Slope 1) 11. The manufacturer reserves the right to change the tile staging method at any time as well as the number of tiles stacked, not to exceed the preceding maximum number of tiles limitation. NOA No.: 12-0420.02 MIAM EC Expiration Date: OWS /17 Approval Date: 10/43/13 Page 12 of 16 12. EasyLay, PS200" u, MS300, SS400, and NR500OTshall not be left exposed as a temporary roof for longer than 30 days after application. PS200HT shall not be left exposed as a temporary roof for longer than 120 days after application. Fast90 shall not be left exposed as a temporary roof for longer than 180 days after application. The manufacturer reserves the right to change product exposure period at any time, not to exceed the preceding maximum time limitations. 13. NR500BT is not recommended for extreme high temperature environments such as under copper or zinc metal roofing. 14. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of Tarco underlayments with specific prepared roofing products. Tarco self- adhered underlayments may be used with any approved roof coverings Notice of Acceptance listing Tarco self adhering underlayments or the ASTM standard which the self adhering underlayments meet as a component part of an assembly in the Notice of Acceptance. If Tarco self - adhered underlayments or the ASTM standards 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 product, wind uplift resistance, and fire testing results. 15. All products lised herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 ofthe Florida Administrative Code. APPROVED ASSEm Bu ES — TARCO SELF ADHERED UNDERLAYMENTS System E(1): Anchor sheet mechanically fastened to deck, membrane adhered Deck Type 1: Wood, Non - Insulated. Deck Description: Minimum 19/32" plywood, wood plank. Anchor/Base Sheet: One or more plies of ASTM D226 Type IL ASTM D2626, or EasyLay underlayment, with a minimum 4" wide side lap and a minimum 8" wide end lap, mechanically fastened to deck. Fastening. Approved nails and tin caps 6" o.c. within lap and two equally spaced staggered rows 12" o.c. in the field (for Anchor/Base sheet only). Membrane: All Tarco self-adhered membranes applied to approved AnchorBase Sheet. (See #15 in Installation Requirements for back nailing) Surfacing. Approved Roof Assemblies as specified blow. NOA No.: 12-0420.02 �r�►rcmaa uNnr Expiration Date: 01/25/17 APPROVED Approval Dote: 10/03/13 Page 13 of 16 System F(1): Membrane self adhered to concrete deck. Deck Type 3: Concrete, Non - Insulated. Deck Description: structural concrete or concrete plank min. 2500 psi. Deck Preperation• The concrete deck shall be clean and dry and cured for a minimum of 28 days. Anchor/Base Sheet: None Fastening: Membrane shall be back nailed with approved concrete fasteners and 15/8" approved tin caps at a maximum spacing of 9" o.c. at the head laps and be covered by the preceding layer. No back nail fasteners or tin caps shall remain exposed. Membrane: Tarco PS200HT self- adhered membrane applied directly to concrete deck. (See Fastening above for back nailing) Surfapthg: Approved Roof Assemblies as specified below. INSTALLATION REQu mEMENTS — TARCO SELF - ADHERED UNDERLAYMENTS: 1. Tarco self adhering underlayments shall be installed in strict compliance with applicable Building Codes. 2. Observe and comply with roofing practices and guidelines as outlined by the National Roofing Contractors Associations (NRCA) when installing Tarco self adhering underlayments. 3. During installation, comply with Occupational Safety and Health Administration (OSHA) safety standards; use common sense measures and adequate safety precautions to prevent accidents. 4. Fast% and PS200Hr shall be acceptable underlayments for mechanically fastened roof file and adhered roof tile applications. MS300 and SS400 shall be acceptable underlayments for asphaltic shingles, wood shakes and shingles, and slate or simulated slate roof assemblies. PS200w and NR500H T shall be acceptable underlayments for asphaltic shingles, wood shakes, shingles, and metal roof panel assemblies. 5. Re- fasten any loose decking panels, and check for protruding nail heads prior to the application of the Tarco self adhering underlayments. 6. Tarco self adhering underlayments shall not be adhered directly over any pre - existing roof membrane. 7. All approved substrates are to be clean, dry and free of any loose debris or moisture prior to the application of the Tarco self adhering underlayments. Refer applicable building codes prior to installation to verify acceptable substrates. 8. Prime all metal collars, flashing, valleys, liner, drip edge and concrete deck substrate with ASTM D 41 primer, water based acrylic or water based polymer modified primer. 9. Contractor may cut the underlayments into sections for workability and allow to relax prior to application. 10. Place the underlayments over metal drip edge in accordance with RAS 111. 11. Install the first course of underlayment parallel to the eave edge. 12. Apply the underlayment, working from the center of the material continuously to the ends of the sheet (half of the length of the sheet is the center); taking care to avoid wrinkles and ridges. NOA No.: 12-0420.02 Expiration Date: 01/23/17 Approval Date: 10/03/13 Page 14 of 16 113. Remove the underlayments release film rapidly in a continuous fashion. Ensure the bottom adhesive side of the membrane does not adhere to its self In the event this bmWires,separate the two layers immediately. After some time, it may become impossible to do so without damaging the material. 14. It is recommended that end laps be staggered a minimum of 18" from the preceding course. 15. Underlayments are to be back nailed along the head lap. The nails shall be, 11 gauge 11/4" approved ring shank type applied with a minimum of a 15 /8" approved tin cap or approved capnail as required per the High Velocity Hurricane Zone (HVHZ) section of the FBC, at a minimum rate of 9" o.c. The head lap of the preceding layer of underlayment is to cover the area being back nailed 16. Roll or broom the entire membrane surface paying special attention to all overlap areas "side laps, end laps, T joints" to ensure adhesion with acceptable substrates. A minimum of a 28 lb weighted roller may be used for steep slope applications. The use of a soft bristled push broom is acceptable on steeper slopes. The above mentioned procedures are necessary in order to apply uniform pressure and allow for contact of the membranes. 17. Apply 1/8" thick uniform layer of SBS trowel grade modified bitumen asphalt adhesive / flashing cement throughout the contact area of the 6" granule over granule and fabric over fabric end laps. Once the aforementioned procedure has been completed, the membrane must then be hand rolled in place in order to ensure contact of membrane and achieve a minimum of 1/& asphaltic bleed out in designated area 18. Tarco self adhering underlayments shall be applied to protrusions, slope changes, valleys, curbs, and other roof top penetrations before any other sections of the roof. 19. When applying underlaymeuts in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in each direction. 20. For ridge applications, center the underlayment and roll from the center outward in both directions. 21. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 22. All protrusions or drains shall be initially taped with a 6" piece of like kind membrane. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of like kind membrane shall be applied over the flashing detail. 23. Vertical strapping of Tarco self adhering membranes is acceptable. NOA No.: 12- 0420.02 Expiration Date: OU25/17 Approval Date: 10/03/13 Page 15 of 16 MANUFACTURER'S CONSIDERATIONS: 1. When using Fast90 and PS200"T in tile roofing applications, use of loading hatters or toe boards on roof slopes greater than 6:12 and higher is recommended. When using EasyMop SBS in tile roofing applications, use of loading battens or toe boards on roof slopes greater than 5:12 for Flax Tiles and 6:12 for Lugged Tiles and higher is recommended 2. Code body requirements supersede manufacturer's recommendations and installation guidelines. BUILDING PERMIT REQuimwNT5: 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 these materials. LABELING: All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city, state and the following statement: "Miami Dade County Product Control Approved" or the Miami Dade County Product Control Seal as shown below. IAPPROVED� END of T Hs AccEPTANcE NOA No.: 12-0420.02 Eapiradon Date: 01M/17 Approval Date: 10/03/13 Page 16 of 16