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RF-12-1946BUIL ING PERMIT APPLICATION FBC 20 Lt7 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): JJaV Ine 1 i ct L LC. Phone #: Address: (49(O 41-4 W Inds r Lanf • City: Efeo,eii State: 4. Zip: 3N4./ Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: g t 0 5 ?arx /rive 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 ' Permit No. iir----11-194(e Master Permit No. ( ( -2060. OCT 1 7 2012 City: Miami Shores Folio/Parcel #: I I -3201D-0V-1- 13 So Is the Building Historically Designated: Yes County: Miami Dade Zip: NO ✓ Flood Zone: CONTRACTOR: Company Name: Z { (V4 i7 t W ett PitC2OR N b Phone #:(BO6)(aZ31 tog, 3 Address: .25525 IA) . 5 CT' City: T"1 AIC.CL 1 State: F. . Qualifier Name: AtiIL '1 N typo S(TO State Certification or Registration #: (?) 29 (00 3 Contact Phone #: Cam) 218 2,05 Email Address: Zip: 3!Ott) Phone #: ['C5)2 3 ZbO S Certificate of Competency #: anus Q 20,o -R•1g .Cem Phone #: DESIGNER: Architect/Engineer: Value of Work for this Permit: $ (0) 50 0 .' Square/Linear Footage of Work: Type of Work: ❑Address ❑Alteration New Ciitft epair/Replace Description of Work: ❑Demolition INStLL New T1 L 71 ua go f nt R.emo E Ana £iH Ai 2oOF COT OR THROLIGH RQOE TILE IS acknowledged by LlSSt *** xxxxx * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * ** *****'* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ 53 �� CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ r Bonding Company's Name (if applicable) N. Bonding Company's Address City Stag 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 such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent Contractor The fore oing instrument was acknowledged before me thy I S The foreg ing instrument was acknowledged before me this IS day of , 20 12,'f by _ Maid() e(5 G h. , day of OCT , 20 IZ , by who is pers pally known to e-or o has produced who is pe o ally known to me or o has produced as identification and who did take an oath. NOTARY PUBLIC: us-fin As identification and who did take an oath. NOTARY PUBLIC: ir'tir61 My Commission Expires: Sign: Print: My Commission Expire APPROVED BY ZecIee..„ Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) s Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 4-1144) Inspection Number. INSP- 180129 Permit Number: RF -10-12 -1946 Scheduled Inspection Date: December 17, 2012 Inspector: Bruhn, Norman Owner: LLC, DEVINELLA Job Address: 9165 PARK Drive Miami Shores, FL Project <NONE> Contractor: Z ROOFING INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number (305)785 -8990 Parcel Number 1132060141350 Building Department Comments INSTALL NEW TILE ROOF AND REMOVE AND REPLACE ROOF. Infractlo Passed Comments INSPECTOR COMMENTS False Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. December 14, 2012 For Inspections please call: (305)7624949 Page 13 of 41 10/29/2012 11:50 13050000000 EAD1AJGTE ;THIS PAGE 01 FIRST CLAS$ U.S. POSTAGE I PAID MIAMI, FL PERMIT NO. 231 THIS IS NOT A BILL - DO NOT PAY 674273 -9 'RENEWAL gumless NAME / LOCATION RECEIPT NO. 701619-9 2-ROOFING & WATERROOFING INC STATER CCC3329603 33010 HIALEAH OWNER Z ROOFING R WATERROOFING INC See. Type of BusIncen I9ASPFCIALTY . pp� pE i H0 • -' Ta 2i,F LOF TF� MOTY OR atom mom =ZOOMTtti MS > 'u+ :This is M M AUAICAA-- al rP Tax 09/14/2012 09010210001 000045.00 SEE amen SIDE WORKER /S BUILDING CONTRACTOR 1 DO NOT FORWARD Z ROOFING & WATERROOFING INC AGUSTIN EXPOSITO 2525 W 3 CT 3 HIALEAH FL 33010 ttiIta11iittlt,IE1lt hAREI Miami Shores \/ivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 October 17, 2012 Permit No: RF12 -1946 Building Critique The product approval for the flat roof has a maximum design pressure of -90# which does not meet the design wind pressure from RSA 128. See limitation #9 on NOA. ection C shows no parapet but section A show a parapet around perimeter. tile roof with slopes exceeding 7 :12 require battens. FBC 1518.8 RAS 118 &119. Provide a section D and E for the two raised roofs. The design wind loads do not match the plans or RAS 127. Were are the loads from? he design wind loads on D and E do not match. !1 Provide roof drain and over flow calculation from the designer of record or a specialty engineer. Norman Bruhn CBO 305 - 762 -4859 1) None. 1) None. 1) None. 1) None. Zoning Critique Plumbing Critique — Rafael Hernandez Electrical Critique — Michael Devaney Mechanical Critique — Jan Pierre Perez 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. Miami Shores Viiiage Building Department RECEIPT PERMIT #: CFTC' 11(gqc.0 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: 10 - ZZ —1 Z. I, Li ontractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) Address: • qL io �a 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 Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: 9 k RESUBMITTED DATE: Vt 2,(4, 7A51.2-- PERMIT CLERK INITIAL: —6 d1 • PEPAUT #. Miami Shores Village APPROVED TONING DEPT DPP T BY DATE E WI r1-1 ALL FEDERAL SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING r `l CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. Th�owner'�initiatinthe designated space indicates that the item has been explained. — �— __Aesthetics- Workmanship: the workmanship provisions of Secti R0 ire fthe • w,s a of providing that the roof system meets the wind resistance and water instruction Aesthetics (appearance) are not a consideration with respect to workmanship such as color or architectural appearance, that are not part of a zoning code, s the agreement between the owner and the contractor. 2. , ""-_— Renailing wood decks: When replacing roofing, the existing w• • �f - d have t•' •e renailed in accordance with the current provisions of Section R4403. (The roof • " °' is &ally conceal prior to removing *--- the existing roof system). V/ — _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 to be performed. 4. i_ — 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 appearaannce� 5. V Ponding water: The current roof system and /or deck of the building may not drain well and may cause waterto pond (accumulate) in low -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 original roofing system is removed. Pounding conditions should be corrected. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof 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 accordance with the requirements of Sections R4402, R4403 and R4413. _Ventilation: Most roof structures should have some ability to vent natural airfl• -#''rough the interior of the structure assembly (the building itself). The existing amount of attic ven all not be reduced. It may be beneficial to consider additional venting which can re in exte service life of the roof. Revised on 7/9/2009 LD V 1( 12 Contractor Signat ' Date Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) Master Permit No. 11-2060 Process No. (&F 12 - Ici 4b Contractor's Name Z ROOFING & WATERPROOFING, INC. Job Address 9165 Park Drive Low Slope ❑ Asphaitic Shingles ROOF CATEGORY 'Mechanically Fastened Tile ❑ Metal Panel /Shingles ❑ Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes ❑ Prescriptive BUR -RAS 150 ROOF TYPE 0 ® New Roof Q Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 8000 3000 11,000 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. NO � p I If. � ' ,m 11 ! 1111111111111116 i i11 11kiiiii iiiiii 111101111111111111 FAIIIIIJ17MICWII1IIIMrr=sT ionl, ∎r==,.7rmimm ■m■rrO■■ ■■■11 11■■■ L!1:111�C ltiidahlIM ■ERAMINr■M■■■■MEMME■■■■■■ *No Mech Equip *No Gas or UL Vents 5x7 Scuppers 0- 4x8 Overflow Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and identify Manufacturer (If a component is not used, identify as "NA ") System Manufacturer: GAF NOA No.: 08- 1028.02 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: - 4 2 .8 Pmax2: - 71.7 Pmax3: -10 8 .0 Max. Design Pressure, From the Specific NOA System: 150 Deck: Type: Concrete /Deck Primed Gauge/Thickness: - Slope: Flat Anchor/Base Sheet & No. of Ply(s): N/A Anchor/Base Sheet Fastener/Bonding Material: N/A S SU Insulation Base Layer: Base Insulation Size and Thickness: / 4X4 Base Insulation Fastener/Bonding Material: HOT MOPPED ASPHALT Top Insulation Layer: N/A Top Insulation Size and Thickness: N/A Top Insulation Fastener/Bonding Material: N/A Base Sheet(s) & No. of Ply(s): STRATAVENT Base Sheet Fastener/Bonding Material: LOOSE LAID Ply Sheet(s) & No. of Ply(s): N/A Ply Sheet Fastener /Bonding Material: N A Top Ply: RUBEROID 2 0 Top Ply Fastener/Bonding Material: Fastener Spacing for Anchor /Base Sheet Attachment Field: - " oc @ Lap, # Rows - @ - " oc Perimeter: - " oc @ Lap, # Rows - @ - " oc Corner: - " oc @ Lap, # Rows - @ - " oc Number of Fasteners Per insulation Board Field: - Perimeter - Corner - 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, Fasten r Type, Fastener Spacing or Submit Manufaurers Details that Comply with RAS 111 and Chapt 16. „ (o" o L► . 'brut P'nr►e 941 Ftub o %'.P-rt." • rubarmal *' P prit t a waU (c-94shlrfl-14 Neter r— - FT. FT. lot I Parapet Height *• U•.. 14.'p4 Surfacing: MINERAL SURFACE HOT MOPPED ASPHALT C acre -it Vag' 'Prim? of 2r$ FT WW1 Nailer cdtatheol ca/ 3f g " japco ms 1W' sta5``01 cafilrefrsp <-4 40}- moplu4 10 Mean Roof Height t NSURD ?OF Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: BORAL ROOFING, LLC Product Approval Number: 12-0222.02 Minimum Design Wind Pressures, If Applicab$e (From RAS 127 or Calculations): P1-: LI 2.8 P2: - 50.0 P3: • 50.0 Maximum Design Pressure Product Approval Specific System: g _ 7- Method of Tile Attachment: f2411f Sere i# 3 Std Sian Roof Slope: 19. :12 Steep Sloped System Description Deck Type: 5/8" PLYWOOD Type Underiayment: insulation: Ridge Ventilation? N/A #30 ASTM FELT NAILED TO DECK P /FBC N/A Fire Barrier: N/A Fastener Type & Spacing: 12 "OC FIELD /6' Adhesive Type: Mean Roof Height: 10 I 0C-LAP/6"0C CORNER SIDE I PS N/A Type Cap Sheet: PS200 SELF ADHERED NOA #11- 0912.04 Roof Covering: BARCELONA 900 Type & Size Drips Edge: 3X3 GALV 26GA. ATTACHED WITH 1 -1/4 R.S. NAILS NAILED @4 "O.C. MA-NSuAf -b ?ocF Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, With the values from Mt. If the Mr values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tilb Calculations Per RAS 127" (P;:L1t.8 x x.,I i = MU/ )-Mg: (0.61 = Mr, 5. Product Approval Mt 20.1- (P2:40.0 _x X .na = 14.61) -Mg: %.6l = Mrzq Product Approval Mr ,20.'51 (P3r50 x a , = l4.91)-mg: 6.44 p Mr3 7.qt Product Approval M, 10.3 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mt Mt Required Moment Resistance* Mean Roof Height 15' 20' 25' 30' 40' -► Roof Slope i 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 _ 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P1: x 1: = x w:= ) - W: x cos 0: - = Fr, Product Approval F' (P2: x 1: = x w:= ) - W: x cos 0: - = F,z Product Approval F' (P3: x 1: = x w:= ) - W: x cos 0: - = Fi3 Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier X Product Approval Restoring Moment due to Gravity M, Product Approval Attachment Resistance M, Product Approval Required Moment Resistance M, Calculated Minimum Attachment Resistance P Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W Product Approval Tile Dimensions w le width Product Approval All calculations must be submitted to the Building Official at the time of permit application. TWO itM2i f-ooFs Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: BORAL ROOFING, LLC Product Approval Number: 12-0222.02 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: -39.1 P2: 401t .1 P3: —100 Maximum Design Pressure Product Approval Specific System: it 3.2 • Method of Tile Attachment: TtAY) erg SySf eYVi Roof Slope: i : 12 Steep Sloped System Description Deck Type: 5/8" PLYWOOD Type Underlayment: Insulation: #30 ASTM FELT NAILED TO DECK P /FBC N/A Fire Barrier: Ridge Ventilation? N/A N/A Fastener Type & Spacing: 12 "OC FIELD /6' Adhesive Type: 1- 5/8 "T.C. 32 GA RS NAIL:, 0C-LAP/680C CORNER SIDE N/A Type Cap Sheet: Mean Roof Height: 10 PS200 SELF ADHERED NOA #11- 0912.04 Roof Covering: BARCELONA 900 Type & Size Drips Edge: PS 3X3 GALV 26GA. ATTACHED WITH 1 -1/4 R.S. NAILS NAILED Q4 "O.C. TWO MICLD ROOFS Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mrwith the values from K. If the Mrvalues are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P1:'3q.I x X .313 =12.23 ) -Mg: 7.13 =Mr, 430 Product Approval Mf 43.2 (P2:41SL x A •31 = 21.31 ) - Mg: 7 q3 = Mrz Product Approval M 43.2. Mf 43. (P3: -IQ0 fi x_�, .313 = 31.51) - Mg: . 3 = Mr3� Product Approval Mf 43.2 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf Mf Required Moment Resistance* Roof Height 15' 20' 25' 30' 40' Mean -► Roof Slope 4r 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 _ 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P1: x 1: = x w:= ) - W: x cos 0: - = Fr, Product Approval F' (P2: x 1: = x w:= ) - W: x cos 0: - = F,2 Product Approval F' (P3: x 1: = x w:= ) - W: x cos 0: - = Fri Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier X Product Approval Restoring Moment due to Gravity M, Product Approval Attachment Resistance M, Product Approval Required Moment Resistance M, Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W Product Approval lb Dimensions Product Approval All calculations must be submitted to the Building Official at the time of permit application. MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 the BCCO and accepted by the Building Code and Product Review Committee 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 Division (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. 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF RUBEROID®Modified Bitumen Roof System for Concrete 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 sha 11 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. 08 -0108.06 and consists of pages 1 through 36. The submitted documentation was reviewed by Jorge L. Acebo NOA No.: 08-1028.02 Expiration Date: 11/06/13 Approval Date: 02/25/09 Page 1 of 36 ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure Roofing SBS /APP, Modified Bitumen Concrete -495 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product I Leak BusterrM MatrixTM 307 [Premium: Asphalt Primer Dimensions 3, 5, 55 gallons GAF Mineral Shield"' 60 lb. & 100 lb Granules bags Leak BusterTM MatrixTM 305 Fibered Asphalt Emulsion Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating Leak BusterTM MatrixTM 204 Wet/Dry Roof Cement Leak Buster"' MatrixTM 304 Non Fibered Aluminum Roof Coating GAFGLAS® #75 Base Sheet GAFGLAS® #80 ULTIMATm Base Sheet GAFGLAS® F1exP1yTM 6 GAFGLAS® Ply 4 5 gallons Test Specification ASTM D 41 ASTM D 1863 ASTM 1227 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built-up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral ShieldTM Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 1, 5 gallons 5 gallons 3937" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide ASTM D-4586 ASTM D -3409 ASTM D2824, Type I ASTM D 4601 Type II ASTM D4601 Type II ASTM D 2178 ASTM D 2178 Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Non - fibered aluminum pigmented, asphalt roof coating. Asphalt impregnated and coated glass mat base sheet. 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. NOA No.: 08- 1028.02 Expiration Date: 11/06/13 Approval Date: 02/25/09 Page 2 of 36 Product GAFGLAS® Mineral SSurfa ap Ste t GAFGLAS® STRATAVENT! EIiminatorTM Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT® Eliminator"M Perforated Nailable RUBEROID® SBS Heat We1dTM Smooth RUBEROID® SBS Heat- We1dTM Granule RUBEROID® SBS Heat- WeldTM 170 FR RUBEROID® EnergyCap SBS Heat Weld Plus FR RUBEROID® SBS Heat- WeldTM PLUS RUBEROID® SBS Heat-Weld PLUS 170 FR RUBEROID® SBS Heat WeldTM 25 RUBEROID® EnergyCap SBS 30 FR RUBEROID® MOP Smooth ULTRACLAD® SBS Foil -Faced Membrane RUBEROID ® Modified Asphalt Lite RUBEROID Modified Asphalt Plus Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) Wide various 39.37" (1 meter) Wide 1 meter (3937") wide 1 meter (3937") wide 1 meter (39.37") wide 1 meter (39.37 ") wide 1 meter (39.37") wide 1 meter (39.37 ") wide 1 meter (39.37") wide 1 meter (39.37 ") wide 39.37" (1 meter) Wide 1 sq. roll 101 lb. 60 lb. kegs 60 lb. kegs Test Specification Product Description ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. ASTM D 3672 Fiberglass base sheet coated on both sides ASTM D 4897 with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. ASTM D 3672 ASTM D 4897 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D-6163 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6163 ASTM D5147 ASTM D6298 ASTM D6298 ASTM D312 ASTM D6152 Non -Woven Polyester mat coated with polymer modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. A fiberglass mat reinforced, SBS modified bitumen cap membrane. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer modified asphalt and smooth surfaced. A fiberglass mat reinforced, SBS modified bitumen cap membrane. Non -woven polyester mat coated with polymer modified asphalt. Does not have a factory applied surfacing. Woven fiberglass mat coated with polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. SEBS modified asphalt SEBS modified asphalt NOA No.: 08- 1028.02 Expiration Date: 11/06/13 Approval Date: 02/25/09 Page 3 of 36 Product RUBEROID® Modified Base Sheet RUBEROID® Mop Granule RUBEROID® Torch Smooth RUBEROID® Torch Plus (Granule) RUBEROID® Torch Granule RUBEROID® Torch FR RUBEROID® Mop Plus (Granule) RUBEROID® Mop FR - RUBEROID ® 20 RUBEROID® 30 RUBEROID® 30 FR RUBEROID® Mop 170 FR RUBEROID® SBS Dual FR Roof MatchTM APP Granular Roof MatchTM SBS Granular TopCoat® Surface Seal SB Leak Buster"' MatrixTM 715 MB Coating Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 3937" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (I meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 107 sq. ft. (9.9 m2) 107 sq. ft. (9.9 m2) 5 gallons 5 gallons Test Specification ASTM D4601 Type II, Type G2 BUR ASTM D 6164 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D6164 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 Product Description Premium glass fiber reinforced SBS- modified base sheet. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane. Heavy duty, polyester reinforced, asphalt modified bitumen membrane. Asphalt impregnated, coated felt, surfaced with mineral granules. Non -woven polyester mat coated with fire retardant polymer modified asphalt surfaced with mineral granules. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with fire - retardant, polymer modified asphalt surfaced with mineral granules. SBS modified asphalt base sheet reinforce with a glass fiber mat. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non woven fiberglass mat coated with fire retardant, polymer modified asphalt and surfaced with mineral granules.D Non -woven polyester mat coated with fire retardant polymer modified asphalt surfaced with mineral granules. Non -woven polyester and fiberglass mat coated with file retardant, polymer- modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer modified asphalt and surfaced with colored mineral granules. Non -woven polyester mat coated with polymer modified asphalt and surfaced with colored mineral granules. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. NOA No.: 08- 1028.02 Expiration Date: 11/06/13 Approval Date: 02/25/09 Page 4 of 36 Test Product Product Dimensions Specification Descriation TOPCOAT® MB Plus 5 gallons ASTM D -3412 Surface coating for smooth surfaced and ASTM D -21 -96 mineral surfaced roofs. ASTM D -1475 ASTM E -1644 ASTM D -6083 Surface coating for smooth surfaced and mineral surfaced roofs. Leak BusterTM Matrix"' 531 WeatherCoteTM Leak Buster"' Matrix"' 201 SBS Flashing Cement Leak BusterTM Matrix"' 102 SBS Adhesive Leak BusterTM Matrix"' 202 SBS Flashing Cement Leak BusterTM Matrix"' 203 Plastic Roof Cement Leak Buster"' Matrix"' 103 Gold Process Adhesive Vent Stacks (metal and plastic) EnergyCote® Roof Coating TOPCOAT® Surface Seal TOPCOAT® FireShield SB Solvent Base Elastomeric Roofing Membrane 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons ASTM D3019 ASTM D3019 ASTM D4586 ASTM D4586 ASTM D3019 TAS 100(A) ASTM D 1929 ASTM D 635 Proprietary ASTM D-412 ASTM B-117 AST' C -794 ASTM G -21 FTMS141.6271 ASTM D -21 -96 ASTM D -1475 ASTM E -1644 ASTM D-412 ASTM B -117 ASTM C -794 ASTM G -21 FTMS 141.6271 ASTM D -21 -96 ASTM D -1475 ASTM E -1644 Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Cold Applied Asphalt Adhesive. One way valve vent used to relieve built -up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. NOA No.: 08- 1028.02 Expiration Date: 11/06/13 Approval Date: 02/25/09 Page 5 of 36 APPROVED INSULATIONS: Product Name EnergyGuardTM RA, RN EnergyGuardTM Composite EnergyGuardTM Fiberboard EnergyGuardTM Polylso EnergyGuardTM Perlite EnergyGuardTM Recover Board EnergyGuardTM High Density; -Fiberboard.; EnergyGuardTM Ultra PolyIso DensDeck® DensDeck Prime® DensDeck DuraGuard"' SECUROCK® Structodek® APPROVED FASTENERS: Fastener Number Product Name TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate /wood fiberboard or perlite composite Fiberboard insulation Polyisocyanurate foam insulation Perlite insulation board. Perlite recover board High density wood fiberboard insulation. Polyisocyanurate foam insulation High Density Fire Resistant Insulation Boards High Density Fire Resistant Insulation Boards High Density Fire Resistant Insulation Boards High Density Fire Resistant Insulation Boards Wood fiber insulation board 1. Drill -TecTM #12 Standard, #l4 and #15 extra Heavy Duty Fastener , Heavy Duty Roofing Fastener 2. Drill -TecTM ASAP 3. Drill -TecTM CR Base Sheet Fastener and Plate 4. Drill -TecTM Galvalume Plates 5. Drill -TecTM Polypropylene Plates 6. Drill -TecTM AccuTrac Plate Steel Plates TABLE 3 Product Description Manufacturer (With Current NOA) GAF Materials Corp GAF Materials Corp GAF Materials Corp GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. Georgia Pacific Georgia Pacific Georgia Pacific USG Knight Celotex Manufacturer Dimensions (With Current NOA) Insulation fastener and Various GAF Materials Corp. Base Play fastener for steel, wood & concrete decks. Pre - assembled Drill -TecTM Various GAF Materials Corp. Fasteners and metal and plastic plates. Base sheet fastening Various assembly. Round galvalume stress 3" and 3 %z" plates. Round polypropylene 3" and 3 W' stress plates. Square galvalume stress 3 x 3 plates. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp NOA No.: 08-1028.02 Expiration Date: 11/06/13 Approval Date: 02/25/09 Page 6 of 36 EVIDENCE SUBMITTED: Test Agency/Identifier Factory Mutual Research Corp. Independent Roof Testing & Consulting of South Florida Exterior Research & Design, LLC Trinity + ERD Underwriters Laboratories, Inc. Name Current Insulation Attachment Requirements FMRC 4470 -TAS 114 FMRC 4470 - TAS 114 FMRC 4470 -TAS 114 FMRC 4470 - TAS 114 FMRC 4470 - TAS 114 FMRC 4470 - TAS 114 FMRC 4470 - TAS 114 FMRC 4470 - TAS 114 FMRC 4470 FMRC 4470 FMRC 4470 TAS 114 -J TAS 114 TAS 114 ASTM D6163 ASTM D6164 UL 790 -TAS 114 Report Date FMRC 1996 01.01.96 J.I. ODOA8.AM 07.09.97 J.I.2B8A4.AM 07.02.97 J.I. 3005640 11.09.00 J.I. 3006845 10.17.00 J.I. 3005175 05.23.00 J.I. 3005177 05.19.00 J.I. 3007500 06.15.00 J.I. 3008178 12.27.00 J.I. 3010215 03.01.01 LI. 3009788 03.28.01 3017250 04.05.04 No.00001 03.30.00 No.00002 #4483.04.97 -1 06 -06-97 #01881.09.03 -2 03.24.08 #01881.11.03 -2 -RI 08.21.07 #06850.08.08 08.29.08 R1306, 00NK07638 07.17.00 NOA No.: 08- 1028.02 Expiration Date: 11/06/13 Approval Date: 02/25/09 Page 7 of 36 SYSTEMS A(4): ADHERED INSULATED SYSTEMS The following assembly is approved to a maximum design pressure per Insulation Maximum Design Pressure Table B. No substitutions shall be made: , Type: Concrete, primed.' Anchor Sheet; ((Optional L Insulations' LBase_Sheet: Ply Sheet:- Membrane Surfacing: Install one or more plies of GAFGLAS® #75, GAFGLAS® #80 ULTIMA'M, . GAFGLAS® PLY 4, GAFGLAS® FIexP1yTM, RUBEROID® Modified Base sheet RUBEROID® Mop Smooth or RUBEROID® 20 mopped directly to primed deck. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. ■ See Insulation Maximum Design Pressure T able B_ below._ Design Pressure is dependent on Insulation assembly # used in this system. Install one ply of GAFGLAS® STRATAVENT® EliminatorTM -Per -forated,_lose_laid dry (Optionaii;required if membrane is APP /SBS Heat WeldTM) One or more plies of RUBEROID® 20, GAFGLAS® PLY 4 or GAFGLAS® F1exP1yTM 6 ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. 'or more plies of RUBEROID® Torch Smooth, RUBEROID® Torch Granule, RUBEROID® Torch Plus Granule, RUBEROID® Torch FR, RUBEROID® Torch 170FR Roof Match"' APP Granular or RUBEROID® RUBEROID® MOP Smooth, RUBEROID® MOP Granule, Roof MatchTM SBS Granular, RUBEROID® MOP 170FR, RUBEROID® SBS Dual FR, RUBEROID® ULTRACLAD" r', RUBEROID® 30 and RUBEROID® 30FR, RUBEROID®EnergyCap SBS 30 FR, RUBEROID® MOP PLUS and RUBEROID® MOP FR or RUBEROID® SBS Heat- WeldTM PLUS, RUBEROID® SBS Heat Weld1M PLUS FR, RUBEROID® SBS Heat- WeldTM 170 FR, RUBEROID® EnergyCap SBS Heat Weld Plus FR, RUBEROID® SBS Heat- We1dTM, RUBEROID® SBS Heat WeldTM Smooth and RUBEROID® SBS Heat- WeIdTM 25 applied according tO nwa ftettirer 5 app ication instructions. (Optional) Install one of the following 1. Gravel or slag applied at 400 lbs. /sq. and 300lbs.sq. respectively in a flood coat of approved asphalt at 60 lbsisq. or applied in a flood coat of Leak BusterTM MatrixTM 103 �� -- Process Adhesive applied at a rate of 3 galisq. Cold Pr _ -- 2. GLA Mineral Surfaced e d Cap Sbet, GAFGLAS® Energy Cap Mineral S aced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq._' 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 galisq. 4. Leak BusterTM MatrixTM 715, Leak BusterTM MatrixTM 322, TOPCOAT® MB PLUS, TOPCOAT® FireShield Elastomeric Roofing Membrane, applied at 1 to 1.5 galisq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal./sq. 6. TOPCOAT® Surface Seal, TOPCOAT® FireShield® SB Solvent based Elastomeric Roofing Membrane applied at lto 1.5 galisq. 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes NOA No.: 08-1028.02 Expiration Date: 11/06/13 Approval Date: 02/25/09 Page 15 of 36 Insulation Maximum Design Pressure Table B # Insulation Assemblies 1. _Min. 1" Energ GuardTM RN, EnergyGuardTM RA mopped in asphalt at the rate of 20-4.0 lbs./sq. j Maximum Design Pressure -150 psf (See General Limitation #9) 2. (Optional)Base Layer: Min. 1" EnergyGuardTM RN, EnergyGuardTM RA mopped in asphalt at the rate of 20-40 lbsJsq. Top Layer Min. '4" Dens Deck mopped in asphalt at the rate of 20-40 lbsJsq.. Maximum Design Pressure —240 psf (See General Limitation #9) 3. (Optional) Base Layer: Min. 1" EnergyGuardTM RN, EnergyGuardTM RA, EnergyGuardTM Composite, EnergyGuardTM Composite, mopped in asphalt at the rate of 20- 40lbs.sq. Top Layer: Min. 34" EnergyGuardTM perlite or other approved perlite insulation board or Min. 'Az " EnergyGuardTM High Density Fiberboard (c) or other approved High Density wood fiberboard or Mitt. 1" EnergyGuardTM Fiberboard (c) or other approved wood fiberboard adhered to the base insulation layer or primed concrete deck in a full mopping of approved asphalt applied within the EVT range at a rate of 20-40 lbsisq. Maximum Design Pressure —90 psf (See General Limitation #9) 4. (Optional) Base Layer: Min. 1" EnergyGuardTM RN, EnergyGuardTm RA, EnergyGuardTM Composite mopped in asphalt at the rate of 20- 40lbs.sq. Top Layer: Mm. 3/a" EnergyGuardTM perlite or other approved perlite insulation board Min. 1/2" EnergyGuardTM High Density Fiberboard (c) or other approved High Density wood fiberboard EnergyGuardTM Fiberboard (c) or other approved wood fiberboard adhered to the base insulation layer or primed concrete deck in a full mopping of approved asphalt applied within the EVT range at a rate of 20-40 lbsJsq.. Maximum Design Pressure —90 psf (See General Limitation #9) APPROVED NOA No.: 08- 1028.02 Expiration Date: 11/06/13 Approval Date: 02/25/09 Page 16 of 36 CONCRETE DECK SYSTEM LIMITATIONS: 1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shall be performed to determine equivalent or enhanced fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117, calculations shall be signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant. GENERAL LIIMITATIONS: 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 lbsisq., 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 lbsisq. 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 and/or RAS 137. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically 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 extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (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.: 08- 1028.02 Expiration Date: 11/06/13 Approval Date: 02/25/09 Page 36 of 36 TTFU.R1306 - Roofing Systems • 1 of 47 ONLINE CERTIFICATIONS DIRECTORY .e_lanttnM http: / /databas e.ul.com/cgi- bin /XY V /templ ate/LISEXT/ 1 FRAME/showpag.. TGFU.R1306 Roofing Systems Roofing Systems See General Information for Roofing Systems GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA R1306 PRuberoid® 0" or "Ruberoid® 20 FM' or "RuberoId® Modified Base Sheet" may utiized-as-an alternate ioTjroe-c:2 + eetai aof -the f4Aow ka �tasssitations. °h -in. thick (minimum) gypsum board or 1A-In. thick (minimum) Georgia- Pacific Gypsum LLC " DensDeck® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuardtm Roofboard" may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 -in. thick minimum) roof decks. However, the butt joints in the gypsum board and Georgia - Pacific Gypsum LLC " DensDeck® Roofboard," " DensDeck Prime® Roofboard" or " DensDeck DuraGuardtm Roofboard" are to offset a minimum of 6 -In. with the butt joints in the roof deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Multiple plies of "GAFGLAS® Ply 4" or "TH -Ply® Ply 4" or 911-Ply® Ply 6" may be adhered to Georgia - Pacific Gypsum LLC " DensDeck ® Roofboard," " DensDeck Prime® Roofboard" or " DensDeck DuraGuardtm Roofboard" in hot roofing asphalt. ° EnergyGuard® Ultra" Is an acceptable alternate to "EnergyGuard® RF" in any applicable Classification. "GAF Stratavent® Eliminatortm Venting Base Sheet (Nalabie)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. "GAFGLAS® Penile Insulation" may be utilized as a cover board over ° EnergyGuard® RF" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane Insulation adhesive. Polystyrene referenced in any of the following Classf cations include " EnergyGuard® EPS Insulation ". References to glass fiber insulation include " EnergyGuard Fiberglass Insulation ". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS®. #75 Base Sheet" or "'Iii -Ply® #75 Base Sheet ", or "GAFGLAS® #80 ULTIMA") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4 ", or "GAFGLAS® Ply 6 ") in the Class A, B or C roof systems indicated below. 'Ue a e-_G2_asph aft saturated grass- mat-basesneet -"CRS' Stiatavent® tilmrinatorm Vent ng Base Sheet (P_ecforated}n- )"GAF Stratavent® Eliminator'" Venting Base Sheet (Nailable)." Pe FirF rated =base sheets to -be loose-laid or fully adhered with hot -tabling asphalt and nailable base sheets are to be mechanically attached granule side down. 3aaptfturlype G2 eet)( "GAFGLAS® #75 Base Sheet" or °Tii -Ply® #75 Base Sheet' or "GAFGLAS® #80 ULTIMA" or "GAF Stratavent® EliminatorT°' Venting Base Sheet (Nalable)" nay-be substituted focType'iG asphalt - glass fiber-ply sheet ( "GAFGLAS® Ply 4" or "fl -Ply® Ply 4" or "GAFGLAS® Ply 6 ") as the nailed base ply in the folowing systems. Bottom ply or base sheet may be sold mopped, spot mopped or mechanically fastened. Unless otherwise Indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS® Flashing" or "Ruberoid ®" may be used for flashing in any of the Class A, B or C systems listed below. When "berilte" is referenced, this includes "GAFTEMP PERMALITE ®" or any other UL Classified petite Insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of minimum thick gypsum board is an acceptable alternate for minimum insulation over C -15/32 thick roof decks. The use of polystyrene insulation board between minimum sA -in. thick penile board and deck with rosin paper (perllte /rosin paper /polystyrene /perllte) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. "EnergyGuard® RA" or "Tapered EnergyGuard® RA" or " EnergyGuard® Composite RA" may be substituted for any Atlas Roofing Corp. polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the folowing "Asphalt Felt Systems with Hot Roofing Asphalt ". 7/19/2012 12:16 PM TQFU.R1306 - Roofing Systems http: // database .ul.com /cgi - bin /XYV/ template /T TSEXT /1FRAME/showpag.. • 2 of 47 " GAFGLAS® #80 Premium Base Sheet" `may be used in any of the following systems. "GAFGLAS® Flex Ply 6" and 9H-Ply® Ultra - Flexible Ply 6" are suitable alternates to "GAFGLAS® Ply 6 ". "GAFTEMP Perm:3 to Recover Board° may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 21 to 3- gal/100 -ft2. ° Ruberod® Dual Smooth" may be used as an alternate to "Ruberold® Mop Smooth" or "Ruberoid® 20" or "Ruberold® 20 HT" "Ruberold® Mop Smooth 1.5" may be used as an alternate to " Ruberoid® Mop Smooth" Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberold® Heat Weld" SBS roofing membrane may be used in lieu of " Ruberoid® Mop" SBS products in any applicable Classification. Class A 1. Dedc: C -15/32 Incline: 3 Insulation (Optional): — One or more layers perilte or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polylsocyanurate composite or perlite /urethane composite or wood fiber / polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type 01 or "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Ply 6" hot mopped. Surfacing: — Gravel. 2. Deck: C -15/32 Incline: 2 insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polylsocyanurate or urethane or perlite/polyisocyanurate composite or perilte /urethane composite or wood fiber / polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type 01 or "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "7H -Ply® Mineral Surfaced Cap Sheet " or "GAFGLAS® EnergyCap" BUR Mineral Surfaced Cap Sheet." 3. Dedcr-NE' Incline: 2 ( tf� (Optional): —Oneror more layers perilte, wood fiber, glass fiber, polylsocyanurate, urethane, perilte /polylsocyanurate composite, perlite/urethane composite, wood fiber/polyisocyanurate composite, phenolic, 2 -in. maximum. P Sheet. — nr if nr e p1Iesiy G1 GAFGLAS® Ply 4 ", 'Tri-Ply® Ply 4" or " GAFGLAS® Ply 6 ". c _eap Sheet One plION .1 °isAFGLAS®-- Minim aced Cap Sheer-43r "TH -Ply® Mineral Surfaced Cap Sheet" or "GAFGLAS® EnergyCap'" BUR Mineral Surfaced Cap Sheet." 4. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. 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 'Type G2 "GAFGLAS® #75 Base Sheet" or'Tri -Ply® #75 Base Sheet" (may be nailed). Ply Sheet: — One or more piles Type G1 "GAFGLAS® Ply 4" or "TH -Ply® Ply 4" or GAFGLAS® Ply 6 ". Cap Sheet: — One ply Type G3 " GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet" or "GAFGLAS® EnergyCap'" BUR Mineral Surfaced Cap Sheet." Surfadng (optional): — "TOPCOAT® EnergyCoteTM'" applied at a rate of 2 -gal /100 -ft2. 5. Deck NC Incline: 3 Base Sheet: — One ply Type G2 " GAFGLAS® #75 Base Sheet" or "WI -Ply® #75 Base Sheet ". Ply Sheet: — One or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4° or "GAFGLAS® Ply 6 ". Cap Sheet: — One ply Type G3 " GAFGLAS® Mineral Surfaced Cap Sheet" or "TH -Ply® Mineral Surfaced Cap Sheet" or "GAFGLAS® EnergyCap" BUR Mineral Surfaced Cap Sheet." 6. Deck: C -15/32 Incline: 2 Insulation: — One or more layers perlite, glass fiber, polylsocyanurate, urethane, perlte/polyisocyanurate composite, perilte /urethane composite, phenolic, 1 in. minimum (offset a minimum of 6 -In. from plywood deck joints). Base Sheet: — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies " Ruberold® Torch Smooth" or "Ruberold® Torch Granule" or "Ruberold® Torch Granule Plus" or "Ruberold® Mop Smooth" or " Ruberoid® Mop Smooth 1.5" or " Ruberold® Mop Smooth Plus" or " Ruberoid® Mop Granule" or " Ruberoid® Mop Plus Granule" or "ROOFMatch" SBS Modified Granular" or'Tri -Ply® SBS Modified Bitumen Membrane" or "ROOFMatch" APP Modified Granular" or'Tri -Ply® TP-40" or `Tri -Ply® TP-4" or "Rubero id® Dual Smooth ". Cap Sheet: — Type G3 " GAFGLAS® Mineral Surfaced Cap Sheet" or "WI -Ply® Mineral Surfaced Cap Sheet "or " GAFGLAS® EnergyCap*" BUR Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. 7. Dedu C -15/32 Inane: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polylsocyanurate or urethane or perlite/polyisocyanurate composite or perlite /urethane composite or wood flber / polyisocyanurate composite or phenolic, any thickness. Base Sheet: — TWo or more plies Type G2 or Type G3. Ply Sheet (Optional): — One or more plies Type 01. Membrane: — One or more plies "Ruberold® Torch Smooth" or " Ruberoid® Torch Granule" or "Ruberold® Torch Granule Plus" or " Ruberold® Mop Smooth° or " Ruberoid® Mop Smooth 1.5" or " Ruberold® Mop Smooth Plus" or " Ruberoid® Mop Granule" or "Ruberold® Mop Plus Granule" or "ROOFMatch'M SBS Modified Granular" or "Tri -Ply® SBS Modified Bitumen Membrane° or "ROOFMatch'M APP Modified 7/19/2012 12:16 PIV. MIAMI DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DMSION NOTICE OF ACCEPTANCE (NOA) 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 Miami -Dade County PERA - 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. PERA 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: 30# ASTM Specification Felt, EasyLay, Fastt90, PS200'IT, PS200mu, MS300, SS400, NR500'n. 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 -0824.06 and consists of pages 1 through 10. The submitted documentation was reviewed by Jorge L. Acebo. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786)315 -2590 F (786) 31525 -99 www.miamidade.eov /pera NOA No.: 11- 0912.04 Expiration Date: 01/25/17 Approval Date: 01/19/12 Page 1 of 10 ROOFING COMPONENT APPROVAL Category: Sub - Category: Material: Roofing Underlayment Asphalt, SBS, Polyester SCOPE: This acceptance is for 30# ASTM Specification Felt, EasyLay, Fast90, PS200"T, PS200mu, MS300, SS400 and NR500HT underlayments as manufactured by Tarco, for use with approved prepared roof assemblies 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 30# ASTM 3' x 72" rolls Specification Felt EasyLay 3' x 133' 4" rolls Fast90 3' x 36' rolls PS200'1T 3' x 66'8" rolls PS200'' 3' x 66'8" rolls Test Specification ASTM D 226 Type II ASTM D 226 Type II TAS 103 ASTM D 249 ASTM D 6380 TAS 103 ASTM D 1970 ASTM D 1970 Product Description Asphalt saturated felt underlayment Sheet material comprising a polyester substrate coated with bituminous coating for use as an underlayment in roofing applications. Designed as a shingle and metal roofmg underlayment and for use in tile roofing assemblies when used with an approved TAS 103 tile underlayment cap sheet. Granular surfaced, asphalt- impregnated organic felt reinforced, bituminous sheet material with a self - adhesive bottom layer, for use as an underlayment in sloped roof assemblies. Designed as a tile roofmg underlayment. Fabric 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 tile and metal roofmg underlayment. 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. NOA No.: 11- 0912.04 Expiration Date: 01/25/17 Approval Date: 01/19/12 Page 2 of 10 MS300 SS400 3' x 66'8" rolls 3' x 33'4" rolls 3' x 66'8" rolls 3' x 33'4" rolls NR500f 3' x 66'8" rolls MANUFACTURING LOCATION: 1. Greencastle, PA 2. Belton, TX EVIDENCE SUBMITTED: Test Agency Atlantic & Carribean Roof Consulting, LLC PM Asphalt Technologies Trinity I ERD IRT -Arcon ASTM D 1970 ASTM D 1970 ASTM D 1970 Test Identifier ACRC06 -013 TOT - 003 -02 -01 TOT - 029 -02 -01 TOT - 030 -02 -01 TOT - 041 -02 -01 TOT - 042 -02 -01 T3580.10.06 -2 T3580.10.06 T30160.08.09 -R1 T10550.07.08 T32530.08.10 T33190.08.10 T37610.07.11 IRT07 -0006 IRT 07 -0036 IRT08 -0002 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. 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. 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 roofmg underlayment. Test Name/Report TAS 103 ASTM D226 Type II TAS 110, ASTM D249 & D 6380 TAS 110, ASTM D249 & D 6380 TAS 110, ASTM D226 Type II ASTM D4798 & ASTM G155 TAS 103 TAS 103, ASTM D6380 ASTM D1970 ASTM D4798 & ASTM D1970 ASTM D1970 TAS 103 TAS 114 -D ASTM D1970 ASTM D1970 ASTM D1970 Date 06/14/06 08/22/02 07/05/05 07/05/05 05/24/06 05/22/07 10/26/06 10/12/06 10/12/10 07/30/08 08/17/10 08/06/10 07/29/11 07/11/07 02/22/08 02/22/08 NOA No.: 11- 0912.04 Expiration Date: 01/25/17 Approval Date: 01/19/12 Page 3 of 10 T GENERAL LIMITATIONS — 30# ASTM SPECIFICATION FELT: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofmg 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 D 226 Type II 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. INSTALLATION REQUIREMENTS — 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 applicable Building Code. GENERAL LIMITATIONS - EASYLAY: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofmg 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 roofmg 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 II felt as a component part of an assembly in the Notice of Acceptance. 8. 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. 9. EasyLay shall not be left exposed for longer than 30 days after 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.: 11- 0912.04 Expiration Date: 01/25/17 Approval Date: 01/19/12 Page 4 of 10 1I 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. 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). Surfacing: Approved Roof Assemblies in lieu of FBC perscribed ASTM D 226 Type II felt. Fastening: 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, wood 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 maneagable 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 tincaps or approved capnails, 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. 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. NOA No.: 11- 0912.04 Expiration Date: 01/25/17 Approval Date: 01/19/12 Page 5 of 10 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 LmlrrATIONS — TARCO SELF ADHERED UNDERLAYMENTS: 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 40° 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. Tarco 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. NOA No.: 11- 0912.04 Expiration Date: 01/25/17 Approval Date: 01/19/12 Page 6 of 10 e 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. Slope Tile Staging Method Front View - Staged Tiles Side View - Staged Tiles 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. 12. EasyLay, PS200mu, MS300, SS400, and NR500HT shall 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. NR500' 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 of the Florida Administrative Code. NOA No.: 11- 0912.04 Expiration Date: 01/25/17 Approval Date: 01/19/12 Page 7 of 10 APPROVED ASSEMBLIES — TARCO SELF ADHERED UNDERLAYMENTS System E(1): Deck Type 1: Deck Description: Anchor/Base Sheet: Fastening: Membrane: Surfacing: System F(1): Deck Type 3: Deck Description: Deck Preperation: Anchor/Base Sheet: Fastening: Membrane: Surfacing: Anchor sheet mechanically fastened to deck, membrane adhered. Wood, Non - Insulated. Minimum 19/32" plywood, wood plank. One or more plies of ASTM D226 Type II, ASTM D2626, or EasyLay underlayment, with a minimum 4" wide side lap and a minimum 8" wide end lap, mechanically fastened to deck. 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). All Tarco self adhered membranes applied to approved Anchor/Base Sheet. (See #15 below for back nailing) Approved Roof Assemblies as specified below. Membrane self - adhered to concrete deck. Concrete, Non - Insulated. Structural concrete or concrete plank min. 2500 psi. The concrete deck shall be clean and dry and cured for a minimum of 28 days. None 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. Tarco PS200f self adhered membrane applied directly to concrete deck. (See Fastening above for back nailing) Approved Roof Assemblies as specified below. INSTALLATION REQUIREMENTS — TARCO SELF ADHERED UNDERLAYMENTS: 1. Tarco self adhering underlayments shall be installed in strict compliance with applicable Building Codes. 2. Observe and comply with roofmg 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. Fast90 and PS200`T shall be acceptable underlayments for mechanically fastened roof tile 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. PS200mi' and NR500' 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. NOA No.: 11- 0912.04 Expiration Date: 01/25/17 Approval Date: 01/19/12 Page 8 of 10 i• 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. 13. 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 transpires,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 guage 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 118th" 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 underlayments 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.: 11- 0912.04 Expiration Date: 01/25/17 Approval Date: 01/19/12 Page 9 of 10 MANUFACTURER'S CONSIDERATIONS: 1. Fast90, PS200m', PS200'14", MS300, SS400, NR500"' can be directly adhered to wood decks. Ensure that such application is in compliance with applicable Building Code. 2. For best results when adhering Fast90, PS2001, PS200m", MS300, SS400, NR500'' directly to wood decks, surface may be primed with an ASTM D41 asphalt primer, water based acrylic or water based polymer modified primer. When using primer, follow the manufacturer's recommendation for `cure time' prior to application of Fast90, PS200H , PS200mi , MS300, SS400, NR500HT 3. When using Fast90 and PS200m' in tile roofing applications, use of loading battens or toe boards on roof slopes greater than 6.12 and higher is recommended. 4. Code body requirements supersede manufacturer's recommendations and installation guidelines. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of these materials. LABELING: All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. END OF THIS ACCEPTANCE NOA No.: 11- 0912.04 Expiration Date: 01/25/17 Approval Date: 01/19/12 Page 10 of 10 MIAMI. COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov /pera 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 PERA - 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. PERA 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: Barcelona 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided 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 and revises NOA#07- 0220.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12- 0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Barcelona 900 Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system.. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Barcelona 900 Trim Pieces 1= 17" TAS 112 High profile, interlocking, one-piece, 'S' w = 13" shaped, high- pressure extruded concrete roof ' /2" thick tile equipped with three nail holes. For direct deck or battened nail -on, mechanically fastened, mortar set or adhesive set applications. TAS -112 Accessory trim, boosted Barcelona, concrete roof pieces for use at hips, rakes, ridges and valley terminations manufactured for each tile profile. Length: varies Width: varies varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales, FL. 2.2 SUBMITTED EVIDENCE: Test Agency Redland Technologies Test Identifier 7161 -03 Appendix III Redland Technologies 7161 -03 Appendix B Redland Technologies P0402 Redland Technologies Letter Dated Aug. 1, 1994 MIAMI-DADE COUNTY APPROVED Test Name/Report Static Uplift Testing TAS 102 & TAS 102(A) Wind Tunnel Testing TAS 108(Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing TAS 108 (Nail-On) Date Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 NOA No.: 12-0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 2 of 7 Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc Walker Engineering, Inc. Walker Engineering, Inc Walker Engineering, Inc Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineers P0631 -01 IC- 1320 -94 25- 7688 -3 25- 7688 -10 25- 7688 -5 25- 7688 -4 520111 -3 520191 -2 -1 Calculations Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations 122 Wind Tunnel Testing TAS 108 (Mortar Set) Physical Properties TAS 112 TAS 101 (Adhesive Set) TAS 101 (Mortar Set) Static Uplift Testing TAS 102 (3" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing TAS 102 (4" Headlap, Nails, Clips) Static Uplift Testing TAS 101 Aerodynamic Multiplier Two Patty Adhesive Set System 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Restoring Moments Due to Gravity TAS 112 July 1994 Feb. 1995 June 1996 July 1996 June 1996 June 1996 Dec. 1998 March 1999 March 1999 April 1999 March 1995 February 1996 April 1996 December 1996 February 2007 January 2007 NOA No.: 12- 0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 3 of 7 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofmg Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. 4. INSTALLATION 4.1 Barcelona 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofmg Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (lbf) Length -I (ft) Width -w (ft) Barcelona 900 11.5 1.417 1.08 Table 3: Restoring Moments due to Gravity - M9 (ft-lbf) Tile Profile Table 2: Aerodynamic Multipliers - A, (ft3) 3 ":12" Tile 5 ":12" X (ft3) X (ft3) Barcelona 900 Profile Direct Deck Batten Application Direct Deck Application Barcelona 900 Direct Deck Battens 0.289 0.313 Table 3: Restoring Moments due to Gravity - M9 (ft-lbf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Barcelona 900 Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.28 8.13 7.21 8.05 7.10 7.93 6.96 7.78 6.79 7.61 6.61 7.40 NOA No.: 12- 0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nall -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Barcelona 900 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 .#8 Screw 20.7 20.7 18.1 2 .#8 Screws 43.2 43.2 29.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Barcelona 900 Adhesive 29.32 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Barcelona 900 Polyfoam PolyProTM 66.5' Polyfoam PolyProTM 38.74 3 Large paddy placement of 63grams of PolyProM . 4 Medium paddy placement of 24grams of PolyProM . Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Barcelona 900 Mortar Set' 24.5b 5. Tile -Tiite Roof Tile Mortar NOA No.: 12- 0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 5 of 7 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved ". LABEL FOR BARCELONA 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 12-0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 6 of 7 PROFILE DRAWING NAIL HOLES BARCELONA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 12-0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 7 of 7 CIVIL ][:;& ENGINEER Reileh Engineering Corp. (Consulting Engineer) 2370 S.W. 123 Avenue Miami, Florida 33175 -1174 Tel : 305- 823 - 8008 / 305 - 397 -6414 Fax: 305- 823 -3300 / 305 -884 -8834 Website: www.reilehengineering.com October 26, 2012 Report of Primary and Secondary Drainage Florida Building Code Requirements Project: Existing Building 9165 Park Drive Miami Shores, Florida Project Number: 12 -0896 Client: Z Roofing Building Information: (Provided by Roofer) No. of Existing Primary Drains /Scuppers 8 Scuppers Existing Secondary Drains /Scuppers 7 Overflow Scuppers Roof Slope (Approximation) • 1/8 - 1/4" per Foot Surface Area (Field Measurement) 7400 Square Feet Primary Drain Evaluation: Primary Scupper = 1100 Square Feet Flow, Q == 57.2 Gallons per Minute T Provide Roof Drain/Scupper = 8" Wide x 4" High Scupper Hydraulic Head = 2" Provide eight (8) 8" wide x 4" high roof scuppers at the locations indicated in the roof plan. Reileh Engineering Corporation — 9165 Park Drive Miami Shores, Florida — Project Number: 12-0896 -- Page 1 of 2 Secondary Drain Evaluation: Secondary Scupper/Drain Required Size = 1100 Square Feet = 45 square inch Flow, Q = 57.2 Gallons per Minute Provide Overflow Drain/Scupper = 12 "Wide x 4" High Overflow Scupper Hydraulic Head = 1-1/2 inch Engineer's Note: Provide seven (7) roof 12" wide x 4" high roof overflow scuppers at the locations indicated in the roof plan. The bottom of these overflow scuppers shall be 3 -1/2" above the bottom of the primary roof scuppers. Total Water Accumulation = To Whom it may concern: 2" + 1 -1/2" + 1" 4 -1/2" O.K I have reviewed the structural and drainage adequacy of the existing roof structure with regard to the proposed roof system and hereby approved the installation as proposed above. Respectfully Submitted; 6 amad Sonny Salleh, P.E lorida Registration Number 49014 Reileh Engineering Corporation — 9165 Park Drive Miami Shores, Florida — Project Number: 12 -0896 — Page 2 of 2 POOP 5CUPPPp ROOF OV,pf1 OW 5CUPPPp 51-OPP 51-OP pAp./1pi1" W,L p MOHAMAD S SAL! E+, P.E 49074 REILEH ENGINEERING CORP. 2370 soureweST 123 AVENUE. 111010. fl3WDA Ph: 305 - 823 -8008 Fax: 305-823-3300 9165 PARK DRIVE, MIAMI SHORES, FLORIDA ENGINEERING EVALUATIONS