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RF-11-1457Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 168523 Permit Number: RF -8 -11 -1457 Inspection Date: January 10, 2012 Inspector: Bruhn, Norman Owner: RELICK, GEORGE Job Address: 29 NE 104 Street Miami Shores, FL 33138- Project: <NONE> Contractor: CHALLENGER ROOFING LLC Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number Parcel Number 1121360120070 Phone: (954)558 -5309 Building Department Comments RE -ROOF FLAT ROOF • • Passed /../42._. Inspector Comments CREATED AS REINSPECTION FOR INSP- 163130. Provide a re -nail affidavit. NB Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until January 09, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 Miami Shores Viiiage Building Department RE: Permit # e r ( _ (c (r7 INSPECTION AFFIDAVIT `/ to T G 'Z- licensed as a (Print name and circle License Type) FS 468 Building Inspector 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: 7¼) io License #: C Z C- f) 2- 619 On or about /2 —2 3 _ /i 'z' 12A1 (Date & time) Secondary water barrier work at 2' Ar- / Engineer / Architect, , I did personally inspect the roof deck nailing and (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Base • o► 553.844 F.S Signatur State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property mentioned. Swom to and subscribed before me this Notary Public, Sate of Florida at Large day zo (2 CLAUDIA V. CUBILLOS < ••t, Notary Public - State of Florida S My Comm. Expires Sep 23, 2015 o;= Commission # EE 128810 8;, ,^:`* Bonded Through Natio,ial Notary Assn. 'General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection Revised on 5/21/2009 tVitt 14461NY Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING OWNER: ame (Fee Simple Titleholder): Address: City: 14 i et tov't ■ 3 \O vne Tenant/Lessee Name: o �fT ROOFING L' 1,yd e State: F e--' Permit No. Master Permit No. iSGNEBN/FSt AUG 1 0 2011 L ‘k. g ` ita C H -- Pht`e#: 7 Q 3 �8 2,- /0t oy zip: 3 313 g Phone #: Email: JOB ADDRESS: L lie 6° City: Miami Shores County: Miami Dade Zip: 31 / 3� Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: 'C-4. 14. / 1y ' &0145 Address: t f 7 V 44 f< e-9- City: 11/( !ate f* • C Qualifier Name: State Certification or Registration #: Contact Phone#: Phone #: 7� y '�r� S i (1 State: 3 2 6 tie Certificate of Competency #: Email Address: Zip: .771 79 Phone #: f ' as- rF . O, DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ [ q qsi • Square/Linear Footage of Work: Type of Work: ❑Addition Description of Work: °Alteration �—� New DRepair/Replace !" hem. °Demolition * ** **** ** **w ax******* *+ x**** ******** **** Fees** ***********+x+x ******* **** * * **** x** ****** *** dJ Submittal Fee $ Permit Fee $ ��� CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all, the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. , "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of s posted notice, the inspection will not be approved and a reinspection ff,e will be charged. Signature ofe, Signattp' Owner or Agent The foregoing instrument C !)t''was acknowledged before me this The for day of. t)cl., 20 U , by fL IN_UCte; day of who is personally known to me or who has produc ( C - who is p Z11 e an oath. Contractor ment was ac ow • ged bef re e this , 2011 , by ti . ,L ti ` I/ own to a or who has produc - • dii,�� As identification vichm4lppccid� ‘``\ 4 , / /,. n ®,, 4 • Sign: _ o ,=, Print: --r2; o j My Commission Expires: NOTARY PUBLIC: %t� ® .mss >CD` //t111111111\ N T Sign: Print: • cation and who did take an oath. BLIC: My Commission Expires: 11�`S , _.yaibG 'L^ `-11 ***** *+ k+ k**NsNs************ *+ k** lk*** ***H k*16***************** *******Ri******ae+k************ Seb+k S �N�N *****�k*** m APPROVED BY Mj7 l7 Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk 12/08/2011 13:25 FAX 8549848891 C (S .INStTRa11' CE • lcoRf .CERTIFICATE OF LIABILITY INSURANCE YtitS SERtindAYE 18 SEEM AS A INA'f t ER•oF c r,O,>i,� 1‘1a0i ONE i� - 6264 •� MIMS MIRAMSR, Ie'Z+ 33023 34 - 968 -2 00 ifiSDOED � Ft ROOD I.0 1170 N.�.�1� S i��j1 HAMM BCE, FL '33119 1 ONLY AND COWERS ' NO atoms WIN THE BMO At, IRE ocivERACE OWED Rif 1- MUMS 0010gRs. FF0E0gia tx:VENtev NA *mace isstiFiER seem Mumma COVERAGES FAG 7 coMiE + o, �E ktb -fEct B shy HA 3EEM.1SOUED TO THE Na Q'• 'irr�'i� MAY rr*46 M4 1W DINER DOCUMENT WM RESPECT ID WRICR AN �s +� rLVd QR coNDrflo�. � pot( ciYifti'+'RAC OR st4YFEMIN,TaiSiSsuRAWEAFFORDRO WINE PouOtEE DIGORIEW i ism 10 AMIYHE Meal Otelliglant ANDGOODnioNS OF'.�CH pouciss,AsessismetAsr5sHOWN MAY HAVEB dME}iaJCEDEYAAIDOLiA9Di. -- �•�- -- +--�— 300,000 $O 000 300.00 L017000736 O5/27/11 iON0POPEFS iC /LOS' ► iloatIoLESMOLUDIDNS•A S1EMDORSENENTisP ? se ROOF REPAIR R & 1101PLIWING CE�FI A't lama �Qtgs VILLA= BUILW�G ' DEPT '10050 'Nr.5.2=d liVE '� SS�S, ''L 33138 , :00140.25 u 8 I0 39Vd OVNCELLATION , , • .vnwnOp .nE , o DANDMI O 30 DAYS a nsa3 ID:%OE 7'0 VIZteltr,iPlt'AaFi MOM NOM TO ME t$PT. ®ui mom= IV. oDde emu. t. testa tiD oft Wasture pg.AAR SAM SIPON nig> . rr6 MBAS OR .4,- • i B5ttt5950£ ZZ :I IIOZ /L0 /Zt 1 - \Vl \ 11 V-i- _.- -1 -I 1.• 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 — 954 - 831 -4000 VALID OCTOBER 1, 2010 THROUGH SEPTEMBER 30, 2011 DBA: Business Name: CHALLENGER ROOFING LLC Owner Name: MANUEL SANCHEZ Business Location: 1170 NE 214 ST MIAMI DADE COUNTY Business Phone: 954 - 558 -5309 Rooms Seats Employees 1 Receipt #:18 5 -115 9 Business Type :ROOFING /SHEET METAL CON (ROOFING CONTRACTOR) Business Opened:10 /26/2004 State /County /Cert/Reg:CCC13 2 64 9 6 Exemption Code:NONEXEMPT Machines Professionals For Vending Business Only Number of Machines: Vending TYDe: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 2.70 0.00 0.00 29.70 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT WHEN VALIDATED Mailing Address: MANUEL SANCHEZ 1170 NE 214 ST NORTH MIAMI BEACH, FL 33179 This tax is levied for the privilege of doing business within Broward County and is non- regulatory in nature. You must meet all County and /or Municipality planning and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. 2010 - 2011 Receipt #01A -10- 00000825 Paid 10/26/2010 29.70 5rATEOFF'LORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE: 03/28/2011 EXPIRATION DATE: 03/27/2013 PERSON: MANUEL SANCHEZ FEIN: 264756473 BUSINESS NAME AND ADDRESS: CHALLENGER ROOFING LLC 1170 NE 214 ST N MIAMI BEACH, FL 33179 SCOPE OF BUSINESS OR TRADE: 1- CERTIFIED ROOFING CONTRACTOR CTOR IMPORTANT Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who O elects exemption from this chapter by filing a certificate of election I- under this section may not recover benefits or compensation under this D chapter. H E R E Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt.. apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. To: Departmeret 10050 N.E2nd Avenue Miami Shores, Florida 33'-38 tel: (3055) 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. Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores,- Fl 33138 Re: Owner's Name: - t y Gear l r c Property a Address: `9 n1 E j 02/x`-'' 3 t- k c� v� S14 ores EL 3313 c' p�Y j Roofing Permit Number: Date: -Jit 020 j 2_or! Dear Building Official: / 6I certify that t am not required to retrofit the roof to wall connections of my building . °'cause: )(The Just valuation for th structure for purpose of ad valorem taxation Is less than $300,000.00. Please attach proof of ad valorem taxation o The building was constructed in corripiiatice with the provisions of the Florida Building: Code (FBC) or with the provisions isions of 1994 edition of the South Florida Building Code (1994 SFBC) r C l rye ilelic-/L- Signatur P ' t Name State of Florida County of Dade Th d d being the f t duly d nd says that he /she Is the owner for the above property mentioned. The undersigned, , e ng a first y sworn,. de and to and subscribed before me this Notary Public, Sate of Florida at Large day of 5-0(---V �, ,� I t l M e4-- =' .4. ''... .. = L atm L ___ _ ,__.,.....„,,,,,t,,,:z E- ' 1 ,p d. t g 4,s atot constructed with FBC nor a 1994 i5yyMigat�n /,/ DAttntt���' "�\• 89ttt99G8E OZ :sI TtGZ /6t /L9 • When the just vatuatian of the staidure for purpose of ad valorem taxation is equal to or more fiat SFBC. Then you must piurvide a building application from a General Contractor for the Root to iNoiF Prrvined on 512112605 TO 39 d My Home Property Information Report Folio No:: 11-2136-012-0070 Property: 29'•NE 104 ST. Mailing Address: CLYDE G RELICK CAR.OLEANN RELICK 29 NE 104,ST MIAMI SHORES FL 3313.8. ..... .. . Primary Zone :. 1000 SINGLE FAMILY RESIDENCE CLUC: Beds)Baths:. 0001 RESIDENTIAL - SINGLE. FAMILY.. 4/3 Floors: Living Units: 1 Adj SqFootage:. 2.286 Lot Size: 13,7:55 SQ FT Year Built: 1940 Legal Description; BEVERLY GLEN PB 38 -74 LOT 7 LESS N130FT LOT SIZF-.t05.000 X 1.31 OR 26650 -1565 110801 Year: Land Assessment Information: 2010 2009 . Market Value: Assessed Value: $124,594 $177,093.'. $301;687 -- $301 ..687 $210,852 $189,548 $400,400 $128,581.. Exemption Information: Year 2010 2009 Homestead: $0 $25,000. 2nd Homestead Widow: NO $0 YES $500 Taxable Value. Information: Year: 2010 . 2009 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $0/$301;687 $50,500/$79;08.1. County: $0/$301:,687 $5.Q;500/878081 City; $0/$301,687 Sahoof Board: :.. $0/$301,687 Sale Date: Sale Amount:' Sale 1J /R:.. Sales Qualification Description:: Sale information: 11/2008 $0 26650 -1565 $50,500/578;081: $25,500/$103,081 : S,ales: which:are disqualified: as,a result of.ex'ami .nation of the. deed [Close window' View Additional Safe$, [Click here to Print] This report was created on 7/20/2011 5:56:18 PM for reference purposes. only. Web Site © 2002 Miami -Dade County. All rights reserved. Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: 1� 451 DATE: I, 1, arm NContractor ❑ Owner o Architect A icked up 2 sets o ans and (o er) IlJ ��G ✓V� --r� 60C Q-2,1CA 29 q, 1 04i, From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building D artment to continue itting process. Acknowledged y: PERMIT CLERK INITIAL: r\--- RESUBMITTED DATE: PERMIT CLERK INITIAL: Permit No: 11 -1457 Job Name: August 11, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet '1) Section B must show surrounding roof areas. 2) Prescriptive RAS- 150 is not adopted by Miami Dade. 3) Section C is incomplete provide design pressures and product maximum pressure. 4) Identify the system in the product approval to be used.Section C and product approval do not match. Provide uplift test for existing roof to be bonded to (TAS 124), Provide a moisture content test (TAS 126). 7) Provide proof the existing sheathing has been fasted in compliance with the FBC. STOPPED REVIEW 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. Norman Bruhn CBO 305 - 795 -2204 — HA-NINk Permit No: 11 -1457 Job Name: November 17, 2011 Miami Shores Village Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Section C is incomplete and wrong. See me I will help. 2) The product approval is for a recover roof and does not include a wood structure as shown on section C. 3) Provide the fire directory listing page. 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. Norman Bruhn CBO 305 - 795 -2204 I 11/21/2011 17:29 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES 23001 01 $$$ ERROR TX REPORT $$$ TX FUNCTION WAS NOT COMPLETED TX /RX NO 1993 RECIPIENT ADDRESS 93056521158 DESTINATION ID ST. TIME 11/21 17:28 TIME USE 00'00 PAGES SENT 0 RESULT NG STOP V1 k bl ,t4A7411/4)( Permit No: 11 -1457 Job Name: November 17, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Section C is incomplete and wrong. See me I will help. 2) The product approval is for a recover roof and does not include a wood structure as shown on section C. 3) Provide the fire directory listing page. 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. Norman Bruhn CBO 305 -795 -2204 coc 11/18/2011 17:28 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES * * * * * * * * * * * * * * * * * * * * * * * * * ** * ** ERROR TX REPORT * ** * * * * * * * * * * * * * * * * * * * * * * * * * ** TX FUNCTION WAS NOT COMPLETED TX /R% NO 1988 RECIPIENT ADDRESS 93056521158 DESTINATION ID ST. TIME 11/18 17:27 TIME USE 00'00 PAGES SENT 0 RESULT NG #0018 BUSY /NO SIGNAL Silci 61 HA-Nnof Permit No: 11 -1457 Job Name: November 17, 2011 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Section C is incomplete and wrong. See me I will help. 2) The product approval is for a recover roof and does not include a wood structure as shown on section C. 3) Provide the fire directory listing page. 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. Norman Bruhn CBO 305 - 795 -2204 c15 - CA-)k usr IVilami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: l/' /V.17 DATE: //c23/( I, R144, it c ,,e Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) Address: Y/ /�%�^ /fr- From the building department on this date in order to have corrections done to plans And /or get County stamps. l understand that th- .Ians need to be brought back to Miami Shores Village Building D rtment to co permitting process. Acknowledge PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: egill. ROOF ASSEMBUES AND ROOFTOP,STRUCTURES AUG 1 RO 2011 / ........ ......0........ Florida Building Code Edition 2007 High-Velocity Hurricane Zone Uniform Permft Application Form. Seittion A (General Information) Master Permit No. Process No. Contractor's Name Job Address 9r, 0 Asphaltic Shingles ew Roof 0 Mechanically Fastened Tile 0 Mortar/Adh o Metal Panel/Shingles Prescriptive BUR-RAS 150 Area (SF) ROOF TYPE Recovering ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) Section R (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. 0 Wood Shin 0 Repair 0 na ce T tal (SF) FLORIDA BUILDING CODE — BUILDING /5" 240 7 Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA ") ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Surfacing:A Fastener Spacing for Anchor /Base Sheet Attachment: Field: 1j " oc @ Lap, # Rows A @ 4," oc Perimeter: U " oc @ Lap, # Rows @ 6 "oc Comer: 6" oc @ Lap, # Rows 6 @" oc Number of Fasteners Per Insulation Board: System Manufacturer: Product Approval No.: 7rn40 D? o/iz (9 3 Design Wind Pressures, From RAS 128 or Calculations: Pmax1:, Pmax2: t2 Pmax3: 411 Max. Design Pressure, from the specific Product Approval system: Deck: Type: Gauge/Thicknessr Slope: Field erimeter Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, .Coping; Etc. Indicate:. Mean Roof Height, Parapet Height, Height of Base Flashing, Component. Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Anchor /Base Sheet & No. of Ply(s): „- / �,il e p ° T G/_ Anchor /Base Sheet Fastener/Bonding Materia. / y ree dr. F./19, #S.G74.T ,Sl Insulation Base Layer: A%f Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Material://4 Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of PIy(s): Base Sheet Fastener /Bonding Material: - Ply Sheet(s) & No. of PIy(s): Ply Ply Sheet Fastener /Bonding Material i f fs // /'7(i h Top Ply: v� ® /7� Top Ply Fastener /Bonding Material: FLORIDA BUILDING CODE — BUILDING Tre V./14J 43.41w ,mod not ro ar,,:t.r, F /Z, 5„,e 4ttv..r 3X3F*v+t --1 7.o-4,1J 141 W zr- 04.1( ' Doi e. c FL —FT V ,v4- Parapet Height q r Mean Roof Height SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES - REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the msponsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the Won. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installatkeis. Additionally, the fallowing items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. AesthetIcs-Workenanship: the workmanship provisiens of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards, Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renalling wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system)- 3. Common roofs: Common roofs are those which have no visible delineation 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 roofirig to be perfortried. 4. _Exposed Ceiling: Exposed, open beam ceilings are where the.underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. • 5 4L PondIng water: The current roof system and/or deck of the building may not drah well and may cause water to pond (accumulate) in !ow-lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the originaj roofing system is removed. Pounding conditions sheutd be corrected. Overflow scuppers (wall outlets): It is required that rainwater lows off so that the Mei is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordaace with the requirements of Seetions R4402, R4403 and R4413. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the - interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can It in ex mg the service life of the roof. 0/6- 710.10,100// A , 7-il_// Agent's Signature Date •ft ct. a (re Date Revised on 7/9/200e LO Mittel . • *.• 8gItte9GBE t' 6t ITOit6tit.'12) MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI DADE COUNTY, FLORIDA METRO -DADE FLACiLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Tamko Building Products, Inc. P.O. Box 1404 Joplin, MO 64802 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD. This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHS (in areas other than 1Vfiami 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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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: TAMSO Modified Bitumen Roof System Over 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 NOA #04-0506.03 and consists of pages 1 through 19. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07- 0111.03 Expiration Date: 05/23/12 Approval Date: 05/10/07 Page 1 of 19 ROOFING SYSTEM APPROVAL Category: Sub - Category: Roofing SBS /APP, Modified Bitumen Deck Type: Wood Maximum Design Pressure -60 psf Fire Classifcatiion:, See General Limitation #1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Dimensions Awaplan 170 FR Roll weight: 98 lbs.; 33' 11" x 39 3/8" s Awaplan 170TM Roll weight: 98 lbs.; 33' 11" x 39 3/ s " Awaplan Heat Roll weight: 96 WeldingTM lbs.; 25' 5" x 39 34" Awaplan Premium FRTM Roll weight: 101 lbs.; 33' 11" x 39 3 /8" Awaplan PremiumT' Roll weight: 101 lbs.; 33' 11" x 393/8" Awaflex Roll weight: 76 lbs; 35.9' x 36" Awaflex FR Roll weight: 76 lbs; 35.9' x 36" Test Product Specification Description ASTM D 5147 A 180 g/m2 polyester reinforced SBS ASTM D 6164 modified bitumen membrane surfaced with Type L granules and treated for additional fire Grade G resistance. Applied in hot asphalt or cold adhesive. ASTM D 5147 A 180 g/m2 polyester reinforced SBS ASTM D 6164 modified bitumen membrane surfaced with Type I granules. Applied in hot asphalt or cold Grade G adhesive. ASTM D 5147 A 250 g/m2 polyester reinforced SBS ASTM D 6164 modified bitumen membrane surfaced with Type lI granules. Applied by torch and also used Grade G as a walkway material. ASTM D 5147 A 250 g/m2 polyester reinforced modified ASTM D 6164 bitumen membrane surfaced with granules. Type II Applied by hot asphalt and also used as a Grade G walkway material. ASTM D 5147 A 250 g/m2 polyester reinforced SBS ASTM D 6164 modified bitumen membrane surfaced with Type II granules. Applied in hot asphalt or cold Grade G adhesive, and also used as a walkway material. ASTM D 5147 SBS modified cap sheet constructed with a 155gm/m2 non- woven polyester mat saturated with asphalt, coated on both sides with SBS rubber modified asphalt and surfaced with ceramic granules for UV protection. ASTM D 5147 SBS PR modified cap sheet constructed with a 155gm/m2 non- woven polyester mat saturated with asphalt, coated on both sides with SBS rubber modified asphalt, FR treated, and surfaced with ceramic granules for UV protection. NOA No.: 07-0111.03 Expiration Date: 05/23/12 Approval Date: 05/10/07 Page 2 of 19 Product Awaplan Versa- Smooth Awaplan Versa Flex Base -N Ply® Glass- BaseT''f Tam -Capp' Tam -Glass Premium"' Tam-Ply IVTM Type 43 Base Sheet Vapor- ChanTM Versa Base FRTM Versa Baser' Versa -Cap FRTM Tam-Pro 846 Fibered Emulsion Coating Tam-Pro 813 Quick - Dry Primer Dimensions Roll weight: 100 lbs. 33' 11" x 393/8" Roll weight: 76 lbs; 33' 11" x 39 -3/8" Roll weight 72 lbs.; 97'-6" x 3931 Roll weight: 72 lbs.; 97' 6" x 393/8" Roll weight: 83 lbs.; 32' 11" x 393/8" Roll weight: 53 lbs.; 161' 9" x 393/8 Roll weight: 44 lbs.; 161' 9" x 393/8" Roll weight: 85 lbs.; 72' x 36" Roll weight 86 lbs.; 32' 11" x 393/8" Roll weight: 60 lbs.; 48' 2" x 393/8" Roll weight: 94 lbs.; 48' 2" x 393/8" Roll weight: 87 lbs.; 33' x 393/8' 5 gallon 5 gallon Test $necification AST' D 5147 ASTM D 6164 Type I Grade S ASTM D 5147 ASTM D 6164 Type I Grade S ASTM D4601 Type 11 ASTM D 4601 Type II ASTM D 3909 ASTM D 2178 Type VI ASTM D 2178 Type IV ASTM D 2626 ASTM D 4897 ASTM D 5147 ASTM D 5147 ASTM D 6163 Type L Grade G ASTM D 5147 ASTM D 1227, type II ASTMD41 Product Description A 180 g/m2 polyester reinforced SBS modified bitumen membrane. Applied in hot asphalt, by torch, or mechanically fastened, as a base ply in 2 ply modified systems. A 170 g/m2 nonwoven polyester reinforced SBS modified bitumen membrane. Applied in hot asphalt, as a base ply in 2 ply modified systems. Asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. Asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. Asphalt impregnated and coated felt surfaced with mineral granules used as the top ply in conventional built -up roof membranes. Asphalt impregnated glass felt for use in conventional and modified bitumen built - up roofing. Asphalt impregnated glass felt for use in conventional and modified bitumen built - up roofing. An organic felt reinforced asphalt base sheet. Applied in hot asphalt or mechanically fastened. Heavy duty fiber glass base sheet impregnated and coated on both sides with asphalt with or without a fine mineral stabilizer. Surfaced on the bottom side with coarse mineral granules embedded in hot asphaltic coating. Asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. Asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. A fiberglass reinforced, mineral surfaced, SBS modified bitumen top membrane. Protective coating. Asphalt based primer NOA No.: 07 -0111.03 Expiration Date: 05/23/12 Approval Date: 05/10/07 Page 3 of 19 Product Dimensions Tam-Pro 842 Fire 5 gallons Rated Fibered Aluminum Roof oating APPROVED INSULATIONS: Product Name Pyrox, White Line ACFoam Composite ACFoam II ConPearl EnergyGuard Perlite EnergyGuard Fiberboard Dens Deck Sturdi -Top Wood Fiberboard High Density Wood Fiberboard Perlite Insulation Board Armor Board Regular Fiberboard Hubert Fiberboard ENRGY 2, ENERGY 3, PSI -25 Retro-Fit Board, DuraBoard Fesco Board Kop-R Wood Fiber Structodeck, Structodek FS Test Product Speciftcation Description ASTM D2824, Flame retardant protective coating type f TABLE 2 Product Description Isocyanurate Insulation Isocyanurate Insulation with perlite facer Isocyanurate Insulation Expanded perlite mineral fiber Expanded mineral fiber Wood fiber board Silicon treated gypsum Wood fiber insulation board. Regular wood fiber insulation Illgh Density Wood Fiber insulation board. Perlite Insulation Wood fiber board Wood fiber board Isocyanurate Insulation. A high - density perlite roof insulation. Rigid perlite roof insulation board. Wood fiber board High Density Wood Fiber insulation board. Manufacturer (With Current NOA) Apache Products Co. Atlas Roofing Corp. Atlas Roofing Corp. Conglas GAF Mat'l. Corp. GAF Mat'l. Corp. G-P Products G-P Products Generic Generic Generic Honeywell Int'l. Inc. Huebert Fiberboard, Inc. Johns Manville Johns Manville Johns Manville Koppers Industries, Inc. Masonite NOA No.: 07 -0111.03 Expiration Date: 05/23/12 Approval Date: 05/10/07 Page 4 of 19 APPROVED FASTENERS: Fastener Number 1. 2. 3. 4. 5. 6. 7. 8. Product Name Dekfast Fasteners #12, #14 & #15 Dekfast Hex Plate #12 Roofgrip Fasteners Metal Plate Olympic Fastener #12 & #14 Olympic G -2 Olympic Standard Insul F xx Fastener 9. Insul -Fixx S Plate 10. Tru-Fast 11. Tru -Fast Plates EVIDENCE SUBMITTED: Test Aeencv/Identitier Factory Mutual Research Corp. Exterior Research & Design, LLC TABLE 3 Product Description Insulation fastener for wood, steel and concrete decks Galvalume hex stress plate. Insulation fastener for wood and steel. Galvalume stress plate. Insulation fastener Galvalume AZ55 steel plate Galvalume AZ50 steel plate Insulation fastener for steel and wood decks Galvalume AZ50 steel plate Insulation fastener for steel and wood decks Galvalume AZ55 steel plate Name Comparative Rupture Testing Class 1 Fire Class 1 Fire; 1 -90 Windstorm Class 1 Fire; 1 -90 Windstorm Wind Uplift Testing Wind Uplift Testing Dimensions 2 7/8" x 3 1/4" 3" round 3" square 3.5" round 3" round Manufacturer (With Current NOA) SFS Intec, Inc. SFS Intec, Inc. ITW Buildex Corp. ITW Buildex Corp. Olympic Mfg Group, Inc.. Olympic Mfg Group, Inc. Olympic Mfg Group, Inc. SFS Intec, Inc. 3" round SFS Intec, Inc. The Tru-Fast Corp. 3" round The Tru-Fast Corp. Resort, J.I.4D0A7.AM LL 0Z4A3.AM J.L 1D4A7.AM J.L 3B5A9.AM 4444.06.98 -1 4449.08.99 -1 Date 10.21.98 08.27.97 10.20.97 08.27.98 06.15.98 08.03.99 NOA No.: 07- 0111.03 Expiration Date: 05/23/12 Approval Date: 05/10/07 Page 5of19 APPROVED ASSEMBLIES: Deck Type 11: Wood, Insulated Deck Description: Minimum 15/32' or greater plywood or wood plank. Plywood shall be attached to 2" x 4" wood supports spaced 24" o.c. using wood screws spaced 6" o.c. at perimeters and intermediate supports. System Type A: Anchor sheet mechanically fastened; all layers of insulation adhered with approved asphalt. All General and System Limitations apply. Anchor Sheet: One ply of Tamko Glass -Base, Vapor -Chan or Base-N-Ply fastened to the deck as described below: Fastening: (Option #1) Attach anchor sheet using 11 ga. annular ring shank nails and 1 -5/8" diameter tin caps spaced 9" o.c. in a 4" lap and 9" o.c. in two staggered rows in the center of the sheet. ( -52.5 psf, See General Limitation #7.) (Option #2) Attach anchor sheet using #12 or #14 Dekfast Fasteners with Hex Plates, SFS #12 or HD Insulfixx S, or Buildex Accutrac Fasteners and 3" Square Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two staggered rows in the center of the sheet. (-60 psf, See General Limitation #7.) One or more layers of any of the following insulations: Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 ACFoam 11 Minimum 1.2" thick N/A N/A UltraGard Gold Minimum 1.3" thick N/A N/A ENRGY -2, ENRGY -3, PSI -25 Minimum 1.4" thick N/A N/A Top or Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 ConPerl, EnergyGuard Perlite, Fesco Board, Retro -Fit, High Density Wood Fiberboard, Structodek FS Minimum Y2" thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20 -40 lbs/100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. NOA No.: 07- 0111.03 Expiration Date: 05/23/12 Approval Date: 05/10/07 Page 6 of 19 Base Sheet: (Optional) One ply of Glass -Base, Base -N Ply, Versa -Base, Versa - Smooth, Awaplan VersaFlex, or Vapor -Chan adhered to the substrate with a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Ply Sheet One or more plies of Tam -Glass Premium, Tam -Ply IV, Glass Base, Base-N-Ply, Awaplan VersaFlex, Awaplan Versa - smooth, or Versa -Base adhered with a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 1bs.sq. Membrane: Awaplan Premium, Awaplan Premium FR, Awaplan 170, Awaflex, Awaflex FR„ Awaplan 170 FR, Awaplan Versa - Smooth, Awaplan VersaFlex, or Versa -Cap FR adhered with a full mopping of approved asphalt applied at 400° F at the point of contact and at a rate of 20- 40lbs.sq.; or Awaplan Heat Welding or Versa -Smooth adhered by torch. Surfacing: Optional to mineral surfaced Membranes. Required for smooth surfaced membranes: 1. 400lb.sq. gravel or 300 lb./sq. slag in a flood coat of approved mopping asphalt at an application rate of 601b./sq.. 2. Tam-Pro FR Aluminum Coating applied at 11/2 gal./sq., or Tani-Pro 846 Fibered Emulsion Coating at 3 gal. /sq. Maximum Design Pressure: See Anchor Sheet Fastening Options above. NOA No.: 07- 0111.03 Expiration Date: 05/23/12 Approval Date: 05 /10/07 Page 7 of 19 Deck Type 11: Wood, Insulated Deck Description: 19 /32" or greater plywood or wood plank System Type B(1): Base layer of insulation mechanically fastened; optional top layer adhered with approved asphalt. All General and System Limitations apply. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density /ft2 ACFoam II, White Line Minimum 1.2" thick 1, 3, 5 or 10 1:2 ft2 ACFoam II Minimum 1.4" thick 1, 3, 5 or 10 1:4 ft2 ENRGY -2, ENRGY -3 Minimum 1.4" thick 1, 3, 5 or 10 1:2 ft2 UltraGard Gold Minimum 13" thick 1, 3, 5 or 10 1:2 ft2 ACFoam Composite Minimum 15' thick 1, 3, 5 or 10 1:4 ft2 ConPerl, EnergyGuard Perlite, Fesco Board, Armor Board Regular, Esgard, Wood Fiberboard, EnergyGuard Fiberboard, Huebert Fiberboard, Kop -R Wood Fiber, Structodek Minimum 1" thick 1, 3, 5 or 10 1:2 ft2 Note: Base layer shall be mechanically attached with fasteners and density described. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density (See Roofing Application Standard RAS 117 for fastening details). Top Insulation Layer (Optional) ConPerl, EnergyGuard Perlite, Fesco Board, Retrofit Minimum W' thick ACFoam Composite Minimum 1.5" thick Insulation Fasteners Fastener (Table 3) Density/ft2 N/A N/A N/A N/A Note: Apply optional top layer of insulation shall be adhered with approved hot asphalt within the EVT range and at a rate of 20-40 Ibs/100 ftz Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulations listed as the base layer shall only be used as the base layer with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side fact down. Base Sheet: (Optional) One ply of Glass -Base, Base-N-Ply, Versa -Base, Versa - Smooth, Awaplan VersaFlex, or Vapor -Chan adhered to the substrate with a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. NOA No.: 07-0111.03 Expiration Date: 05/23/12 Approval Date: 05/10/07 Page 8 of 19 Ply Sheet: Membrane: Surfacing: One or more plies of Tam -Glass Premium, Tam-Ply W, Glass Base, Base -N -Ply, Awaplan Versa Flex, Awaplan Versa - Smooth, or Versa -Base adhered with a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsisq. Awaplan Premium, Awaplan Premium FR, Awaplan 170, Awaflex, Awaflex FR„ Awaplan 170 FR, Awaplan Versa - Smooth, Awaplan VersaFlex, or Versa -Cap FR adhered with a full mopping of approved asphalt applied at 400° F at the point of contact and at a rate of 20-40 Ibs./sq.; or Awaplan Heat Welding or Versa -Smooth adhered by torch. Optional to mineral surfaced Membranes. Required for smooth surfaced membranes: 1. 400 Ib.sq. gravel or 300 lb./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq.. 2. Tam-Pro FR Aluminum Coating applied at 1i galJsq. or Tam-Pro 846 Fibered Emulsion Coating at 3 gal./sq. Maximum Design Pressure: 45 psf; (See General Limitation #9.) NOA No.: 07-0111.03 Expiration Date: 05/23/12 Approval Date: 05/10/07 Page 9 of 19 Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank. Plywood shall be attached to 2" x 4" wood supports spaced 24" o.c. using wood screws spaced 6" o.c. at perimeters and intermediate supports. System Type B(2): Base layer of insulation mechanically fastened; top layer adhered with approved asphalt. All General and System Limitations apply. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 ACFoam II, ENRGY -2, ENRGY -3, PSI -25 Minimum 1.5" thick 5 or 8 1:133 ftz Note: Base layer shall be mechanically attached with fasteners and density described. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density (See Roofing Application Standard RAS 117 for fastening details). Top Insulation Layer (Optional) Insulation Fasteners Fastener (Table 3) Density/ft2 High Density Wood' Fiberboard Minimum 1/2" thick N/A N/A Note: Apply optional top layer of insulation shall be adhered with approved hot asphalt within the EVT range and at a rate of 20-40 lbs/100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulations listed as the base layer shall only be used as the base layer with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side face down. Base Sheet (Optional) One ply of Glass -Base, Base N Ply, Versa -Base, Versa - Smooth, Awaplan VersaFlex, or Vapor -Chan adhered to the substrate with a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Ply Sheet: One or more plies of Tam -Glass Premium, Tani-Ply IV, Glass Base, Base-N-Ply, Awaplan VersaFlex, Awaplan Versa - Smooth, or Versa Base adhered with a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Membrane: Awaplan Premium, Awaplan Premium FR, Awaplan 170, Awaflex, Awaflex FR„ Awaplan 170 FR, Awaplan Versa-Smooth, Awaplan VersaFlex, or Versa -Cap FR adhered with a full mopping of approved asphalt applied at 400° F at the point of contact and at a rate of 20- 40lbs.sq.; or Awaplan Heat Welding or Versa -Smooth adhered by torch. NOA No.: 07- 0111.03 Expiration Date: 05/23/12 Approval Date: 05 /10/07 Page 10 of 19 Surfacing Optional to mineral surfaced Membranes. Required for smooth surfaced membranes: 1. 400 Ibisq. gravel or 300 lb. /sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 Ibisq.. 2. Tam-Pro FR Aluminum Coating applied at 11/2 galJsq., or Tam -Pro 846 Fibered Emulsion Coating at 3 gal. /sq. Maximum Design Pressure: -60 psf (See General Limitation #7.) NOA No.: 07. 0111.03 Expiration Date: 05/23/12 Approval Date: 05 /10/07 Page 11 of 19 Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type C: All layers of insulation simultaneously mechanically fastened. All General and System Limitations apply. One or more layers of any of the following insulations: Base Insulation Layer ACFoam ][I, White Line Minimum 12" thick UltraGard Gold Minimum 1.3" thick ENRGY -2, ENRGY -3, P51 -25 Minimum 1.4" thick Insulation Fasteners Fastener (Table 3) Density /ft2 N/A N/A N/A N/A N/A N/A Note: All layers shall be simultaneously attached; see top layer below for fasteners and density. Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft& ConPerl, EnergyGuard Perlite, Fesco Board, Armor Board Regular, Esgard, Fiberboard, EnergyGuard Fiberboard, Huebert Fiberboard, Kop -R Wood Fiber Minimum 1" thick 1,3,5 or 10 1:2 ft2 Note: All layers of insulation shall be mechanically attached using the fastener density listed above. The insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Sheet: Ply Sheet: Membrane: (Optional) One ply of Glass -Base, Base N Ply, Versa -Base, Versa - Smooth, Awaplan VersaFlex, or Vapor -Chan adhered to the substrate with a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs. /sq. One or more plies of Tani-Glass Premium, Tam-Ply W, Glass Base, Base -N Ply, Awaplan VersaFlex, Awaplan Versa - Smooth, or Versa Base adhered with a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Awaplan Premium, Awaplan Premium FR, Awaplan 170, Awaflex, Awaflex FR„ Awaplan 170 FR, Awaplan Versa - Smooth, Awaplan VersaFlex, or Versa -Cap FR adhered with a full mopping of approved asphalt applied at 400° F at the point of contact and at a rate of 20-40 lbsJsq.; or Awaplan Heat Welding or Versa -Smooth adhered by torch. NOA No.: 07- 0111.03 Expiration Date: 05/23/12 Approval Date: 05/10/07 Page 12 of 19 Surfadng: Optional to mineral surfaced Membranes. Required for smooth surfaced membranes: 1. 400 lb./sq. gravel or 300 lb. /sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq.. 2. Tam-Pro FR Aluminum Coating applied at 11/2 gal./sq., or Tam-Pm 846 Fibered Emulsion Coating at 3 gal./sq. Maximum Design Pressure: -45 psf;(See General Limitation #9.) NOA No.: 07. 0111.03 Expiration Date: 05/23/12 Approval Date: 05/10/07 Page 13 of 19 Deck Type 1I: Deck Description: System Type D: Wood, Insulated Minimum 15/" or greater plywood or wood plank. Plywood shall be attached to 2" x 4" wood supports spaced 24" o.c. using wood screws spaced 6" o.c. at perimeters and intermediate supports. Base sheet attached over insulation. All General and System Limitations apply. One or more layers of any of the following insulations adhered to deck: Insulation Layer Insulation Fasteners (Table 3) ACFoam II, White Line Minimum 1.2" thick UltraGard Gold Minimum 13" thick ENRGY-2, ENRGY -3, PSI -25 Minimum 1.4" thick ConPerl, EnergyGuard Fertile, Fesco Board Minimum 3 /a "" thick Fastener Density/ftz N/A N/A N/A N/A N/A N/A N/A N/A Armor Board Regular, Esgard, Fiberboard, EnergyGuard Fiberboard, Huebert Fiberboard, Kop- R Wood Fiber, Structodek Minimum 1/2" thick N/A N/A Note: Top layer shall have preliminary attachment, prior to the installation of the base/anchor sheet, at a minimum application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft., and four fasteners for any insulation board having no dimension greater than 8 ft. All layers of insulation and base sheet shall be simultaneously fastened. See base/anchor sheet below for fasteners and density. Base Sheet One ply of Tamko Glass -Base, Versa -Base, Awaflex, Versa Flex, Vapor-Chan or Base -N-Ply fastened to the deck as described below: Fastening: Attach anchor sheet using #12 or #14 Dekfast Fasteners with Hex Plates or SFS #12 HD Insulfixx S or Buildex Accutrac Fasteners and 3" Square Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two staggered rows in the center of the sheet. Ply Sheet: (Optional) One or more plies of Tam -Glass Premium, Tam -Ply IV, Glass Base, Base -N -Ply, Awaplan Versa - Smooth, Awaplan VersaFlex, or Versa Base adhered with a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. NOA No.: 07- 0111.03 Expiration Date: 05123/12 Approval Date: 05/10/07 Page 14 of 19 Membrane: Awaplan Premium, Awaplan Premium FR, Awaplan 170, Awaflex, Awaflex FR„ Awaplan 170 FR., Awaplan Versa- Smooth, Awaplan VersaFlex, or Versa -Cap FR adhered with a full mopping of approved asphalt applied at 400° F at the point of contact and at a rate of 20-40 lbsJsq.; or Awaplan Heat Welding or Versa - Smooth adhered by torch. Surfacing: Optional to mineral surfaced Membranes. Required for smooth surfaced membranes: 1. 400 lb. /sq. gravel or 300 lbJsq. slag in a flood coat of approved mopping asphalt at an application rate of 60lb.sq. 2. Tam-Pro FR Aluminum Coating applied at 1Y2galJsq., or Tam -Pro 846 Fibered Emulsion Coating at 3 gal. /sq. Maximum Design Pressure: -60 psf; (See General Limitation #7.) NOA No.: 07-0111.03 Expiration Date: 05/23/12 Approval Date: 05/10/07 Page 15 of 19 Deck Type 1: Deck Description: System Type E: • General and Anchor Fastening: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: Wood, Non insulated Minimum 15/32" or greater plywood or wood plank. Plywood shall be attached to 2" x 4" wood supports spaced 24" o.c. using wood screws spaced 6" o.c. at perimeters and intermediate supports. Base sheet mechanically fastened. m Limitations apply. One ply of Tamko Glass -Base, Vapor -Chan, Versa -Flex, Versa-Base, Versa- Smooth or Base -N -Ply fastened to the deck as described below: (Option #1) Attach anchor sheet using 11 ga. annular ring shank nails and 1 -5/8" diameter tin caps spaced 9" o.c. in a 4" lap and 9" o.c. in two staggered rows in the center of the sheet. ( -52.5 psf, See General Limitation #Z) (Option #2) Attach anchor sheet using #12 or #14 Dekfast Fasteners with Hex Plates, SFS #12 or HD Insulfixx S, or Buildex Accutrac Fasteners and 3" Square Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two staggered rows in the center of the sheet. (-60.0 psf, See General Limitation #Z) (Optional) One or more plies of Tam -Glass Premium, Tam-Ply IV, Glass Base, Base -N -Ply, Awaplan Versa - Smooth, Awaplan VersaFlex, or Versa-Base adhered with a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Awaplan Premium, Awaplan Premium FR, Awaplan 170, Awaflex, Awaflex FR„ Awaplan 170 FR, Awaplan Versa - Smooth, Awaplan VersaFlex, or Versa -Cap FR adhered with a full mopping of approved asphalt applied at 400° F at the point of contact and at a rate of 20-40 lbsJsq.; or Awaplan Heat Welding or Versa - Smooth adhered by torch. Optional to mineral surfaced Membranes. Required for smooth surfaced membranes: 1. 400 lb./sq. gravel or 3001bJsq. slag in a flood coat of approved mopping asphalt at an application rate of 60lb.sq.. 2. Tam-Pro FR Aluminum Coating applied at 11 galisq., or Tam Pro 846 Fibered Emulsion Coating at 3 gal./sq. See Base Sheet Fastening Options above NOA No.: 07- 0111.03 Expiration Date: 05/23/12 Approval Date: 05/10/07 Page 16 of 19 Deck Type 1: Wood, Non - insulated Deck Description: Minimum 15/32' or greater plywood or wood plank. Plywood shall be attached to 2" x 4" wood supports spaced 24" o.c. using wood screws spaced 6" o.c. at perimeters and intermediate supports. System Type E(2): Base sheet mechanically fastened. All General and System Limitations apply. Anchor Sheet: One ply of Tamko Glass -Base, Vapor -Chan, Versa -Flex, Versa -Base, Versa - Smooth or Base-N-Ply fastened to the deck as described below: Fastening: (Option #1) One ply of Red Rosin sheet loose laid over deck. Followed by anchor sheet attached using Simplex Mega Cap Nails spaced 9" o.c. in a 4" lap and 9" o.c. in two staggered rows in the center of the sheet. (-45 psf, See General Limitation #Z) (Option #2) Attach anchor sheet using Simplex Mega Cap Nails spaced 9" o.c. in a 4" lap and 9" o.c. in two staggered rows in the center of the sheet. (-60 psf, See General limitation ,#7.) Ply Sheet: (Optional) One or more plies of Tam -Glass Premium, Tam-Ply IV, Glass Base, Base -N -Ply, Awaplan Versa - Smooth, Awaplan VersaFlex, or Versa Base adhered with a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: Awaplan Premium, Awaplan Premium FR, Awaplan 170, Awaflex, Awaflex FR„ Awaplan 170 FR, Awaplan Versa - Smooth, Awaplan VersaFlex, or Versa -Cap FR adhered with a full mopping of approved asphalt applied at 400° F at the point of contact and at a rate of 20-40 lbsJsq.; or Awaplan Heat Welding or Versa- Smooth adhered by torch. Surfacing: Optional to mineral surfaced Membranes. Required for smooth surfaced membranes: 1. 400 lb./sq. gravel or 300 lb./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq.. 2. Tam-Pro FR Aluminum Coating applied at 1Y2 galfsq. or Tam-Pro 846 Fibered Emulsion Coating at 3 gal./sq. Maximum Design Pressure: See Base Sheet Fastening Options above NOA No.: 07 -0111.03 Expiration Date: 05/23/12 Approval Date: 05/10/07 Page 17 of 19 Membrane Type: SBS Deck Type 1: Wood, Non insulated Deck Description: 19/32" or greater plywood or wood plank System Type: Tile Underlayment, Base Sheet mechanically attached. All General and System Limitations shall apply. Anchor sheet: Ply Sheet: Cap Sheet: Maximum Design Pressure: Maximum Slope: Tamko No. 30 UL, Type 43 Coated Base, Base-N-Ply®, Vapor- ChanTM, or Versa BaseTM base sheet applied with a minimum 2" side lap and a minimum 6 "end lap. Base sheet may be applied at a right angle (90°) to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the 2" side lap, and two 12" o.c. staggered rows along the center of the sheet. (Optional) One or more plies Tani-Ply 1VTM or Tam -Glass PremiumTM sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq. One ply Awaplan PremiumTM, Awaplan 170TM, Awaflex, Tamko ASTM Slate Surface or Tamko ASTM Tile Underlayment. Cap sheet may be applied at a right angle (90°) to the slope of the deck* adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Cap sheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed. *Cap Sheet may also be installed parallel to the slope of the roof (i.e. strapping). If membrane or cap sheet is strapped, then anchor sheet and ply sheet must also be strapped. Refer to Tile Manufacturer's NOA. Must Comply with Roofing Application Standard RAS 118, RAS 119, RAS 120 and Applicable Building Code. NOA No.: 07. 0111.03 Expiration Date: 05/23/12 Approval Date: 05/10/07 Page 18 of 19 WOOD DECK SYSTEM LIMITATIONS: 1. A slip -sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 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- 40lbssq., 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 sidelap 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 lbs.sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical 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 utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer 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. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall conform with 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 extrapolation 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 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 07-0111.03 Expiration Date: 05/23/12 Approval Date: 05/10/07 Page 19 of 19