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HomeMy WebLinkAboutSUBMITTED PAPERSJ DATE: J(xlJ.trl 1 I FEES DUE: I RECEIPT #: A --X-k9 J I Permit#: I I Ir�V"(,; ,l (i,41 Planning & Development Services Department Building & Code Regulation Division 19C,9 e © p 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 Tel. 772-462-1553 �'/�a APPLIC s ION FORIROOF PERMITSESDE FOR CO 1. Location/Site Address:STR t� n-a= 1 2. Parcel ID Number: I� S (� (`�� 100 Q Office Use Only Section Township Range Ma P e I Use I$' T 3. Description of Project or Work 4. Total Roof Area (square feet): 5. Roof Pitch: 6. Type of Roof: 'I •. Fiberglass Shingle [ ] Concrete Roof Tile [ '] Wood Shake / Shingle [ ]Tar &Gravel �Jodified Bitumen [�] Other Gy �YL7✓�� X-1—product Approval required for all types of Roofing Material (2 Sets) [ ] All Commercial Roofing requires design by an Engineer or Architect (2 Sets) with Product 7. Approval attached ** Roof Mitigation per F.S. 553.844 will be required. 8. Contractor Information Name: S C. FL Reg/Cer Address: I �+{ 8 County CeI City: State: Business N.- Zip: 2 Phone: 41 Cell Phone: 9. Value of Construction: $ O C) "Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval. CONTRACTOR/OWNER'&AFFIDAVIT: I certify that all o e info on c t ' n this application is correct and that all work will be "_�" Yo� done in comp ' nce all ap laws regulating; construction and zoning. PRI T Q IFIE / WNERS NAME SIGNAT IFIER/OWNER STATE OF FLORIDA, COUNTY OF (Yi Pt f t ACKNOWLEDGED BEFORE ME THIS 03 DAY OF I A04e eJ'20 I ( , BY �CQSF— I-{ V_ %'-s (,-as� O I RSO LY KNOWN v/ TO ME OR HAS PRODUCED AS IDENTIFICATION SIGN TURF trbTARY TYPE OR PRINT NAME OF NOTARY (seal) COMMISSION NUMBER NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MA�l RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMM Revised 4/26/2010 �,raY Pia, Notary PugYc State of Florida trossen - c nny Commissior. EE123841 „ lelExpires 0812.1/2015 08/02/2010 15:27 772467"—':13 ' i TNSPECTIOf, PAGE 01/01 INS Pub�iciWorks Dep-rtmen't Cod Compliance Division 230 Virginia Aver ue Fort Pierce, FL 34,l 2 772 462-2172 FR x: 772-462-6443 Re: Permit I, licensed as a Cor�),aCtar*/Engineer/Architect (Please pr t name & circle license type) " S ilding Inspector *General, Building, Residential orRoofl A' Contractor or any individuoI cerdlfled under:468 J.5. to make such an Inspection. On or about it7 1 di I personal y inspect the r6of deck nailin and or (c ecle those that appl Secondary water barrier work at: (Job to address Based upon that examination I have deter ined the installation wa;. done according to the Hurricane Mitigation Retrofit M�q.ual-(gas d on 553,844 F.S.) a�g„V LUI C 011m .0CiA STATE OF FLORIDA COUNTY OF (�I —i 13 S�_w_��Qr_n, to and subscribed before me this d`Z by_ l�SEP� Ka(�jc r Who is as I ent Notary Public, State of Fir];:. Signature of Notary: Commission Number: En 09/17/09 C L'E� License A IVE i of Yb is I I MC 2 2 2011 I knov n to me or who hl": produced c E'utfflc Works St. Lu+:ie County, FL Notary Holly Tros e r kly Cprnmlu EE129841 ,'a F)'Pkes 001214 015 E i i FROM: STEVEN G. WOOD, P.E. FL PE No. 34398 950 SULTAN DR PSL.. FL 34953 TO: ST LUCIE COUNTY BUILDING' DEPT SUBJECT: PROPOSED METAL RE -ROOF CERTIFICATION REF: RE -ROOF PROJECT LOCATION AND OWNER: RYAN MVSCIO RESIDENCE 480 E PRIMA VISTA BLVD PORT ST LUCIE, FL (ST LUCIE COUNTY) DECEMBER 13, 2011 Al &4; THE. PURPOSE OF THIS LETTER IS TO CERTIFY THE PROPOSED RE -ROOF MATERIALS, PRODUCTS AND PROCESS PLANNED FOR THE RE -ROOF PROJECT AT THE ABOVE REFERENCED ADDRESS. THE CONTRACTOR IS ONSHORE ROOFING. ,THE PLANNED METAL RE -ROOF CONSTRUCTION WILL CONSIST OF THE FOLLOWING: • REMOVE EXISTING ROOF COVERING DOWN TO EXISTING PLYWOOD ROOF DECK. (PITCH OF ROOF IS APPROX 4:12). • REMOVE AND REPLACE DAMAGED ROOF SHEATHING WITH CDX PLYWOOD. RENAIL ALL NEW AND EXISTING SHEATHING USING 8d RINGSHANK NAILS AT 4" CENTERS AT EDGES AND AT 6" CENTERS IN FIELD. • INSTALL FELTEX POLYMER UNDERLAYMENT PER NOA 06-1919.01 USING PLASTIC ROUND CAPS. • INSTALL GALV DRIP EDGE AND FLASHING IN THE VALLEYS AS REQUIRED. • INSTALL 26 Ga 5V CRIMP METAL ROOF PER FLORIDA PRODUCT APPROVAL # FL 11651.6 THE PROPOSED RE -ROOF PLANS, AS SPECIFIED ABOVE, ARE IN COMPLIANCE WITH THE 2007 FLORIDA BUILDING CODE FOR A 140 MPH WIND ZONE, EXPOSURE W CLASSIFICATION AND SHOULD BE APPROVED FOR PERMIT. STEVEN G. WOOD, PE FL PE # 34398 Gulf Coast Supply &Mfg. In c. Product Evaluation Report for 26 Ga. 5V Crimp Roof Panel over %" Plywood Florida Product Approval # 11651.6 Category: Roofing Subcategory: Metal Roofing Compliance Method: 913-72.070(1)(d) Engineer Evaluator: Terrence E. Wolfe, P.E. # 44923 19530 Ramblewood Drive Humble, TX 77338 Validator: Locke Bowden, P.E., FL #49704 9450 Alysbury Place Montgomery, AL 36117 HVHZ `+�'S11{Ilfllt,, i • ��• f� rY 10. 419 J-1 *U- C ^'• ITATEOF : a '�,c�. OR v% ��.♦� OAA I� Ir . 9 G 1of3 Novembi�x 8, 2008 Product Manufacturer: Gulf Coast Supply & Mfg, Inc. 4020 S.W. 449th Street Horseshoe Beach, FL 32648 352-498-7852 Product Description: 5V Crimp Panel, 26 Ga. (0.018"), 24" Coverage, 3/8" Tall Rib, Through Fastened panel with fasteners in the rib of the panel. Nonstructural metal roof panel over min. 15/32" Plywood.. Panel Roliformer: Roll Former Corp. Model 5V Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2007, Sections 1504.3.2, 1518.9, 1523.6.5.2.4. Documentation Supporting the Compliance Statement: The product has been tested in accordance with: • TAS 125-03 UL 580-94 / 1897-98: Test report #117-0065T-07A-C dated 1-26-07 by Force Engineering & Testing per A) Test #1, Tested 10-20-06 Main Field over 15/32" Plywood B) Test #2, Tested 11-06-06 Main Field over 15/32" Plywood C) Test #1, Tested 11-08-06 Edge over 15/32" Plywood • TAS 100-95: Test report T130-07 dated 2-28-07 by Farabaugh Engineering & Testing A) Wind Driven Rain Test Results: Passed B) The main field of roof fastener spacing was used for this. test. • TAS 100-95: Test report T215-08 dated 7-8-08 by Farabaugh Engineering & Testing A) Wind Driven Rain Test Results: Passed B) The Perimeter roof fastener spacing was used for this test. • Valspar Fluropone coated metal panel testing A) ASTM G 26 by PRI Asphalt Technologies dated January 19, 2004 Results: Passed B) ASTM B 117 by PRI Asphalt Technologies dated January 19, 2004 Results: Passed Limitations and Conditions of use for HVHZ: Maximum Roof Component Uplift Pressures: -108.5 psf @ 12" O.C. Fastener Spacing -156.5 psf @ 6" O.C. Fastener Spacing Panel Material Standards: 26 Ga., 0.018" Min, Grade 50, ASTM A792 coated with Valspar Fluropone or ASTM A6M'G90 Bare. Panel Material shall comply with FBC 2007, Section 1507.4.3 Panel Fasteners: #9-15 x 1-1/2" WoodZac with ZacHead through the panel rib. Fasteners must be Corrosion resistance per FBC 2007, Section 1507.4.4 Minimum Roof Slope: 2:12. Minimum Slope shall comply with FBC 2007, Section 1507.4.2 and Manufacturers recommendations. vj%4ftt ,e ,,,�� E g;•C E • L;• ;tip ��i "'j r .• • .7ATE OF CPA ., SS • r �! oxm �I 11 f 111 ,`, 2 of 3 November 8 r 2008 Substrate Description: Minimum 15/32" plywood desil ,red in accordance w/ FBC 2007' Vapor Barrier: 30 # Asphalt Saturated organigfelt paper in compliance with ASTM D226, Type I or Type 11. Fire Barrier: %" Georgia Pacific "Dens Deck" or manufacturer approved equal. Shear Diaphragm: Shear diaphragm values are outside the scope of this report. Design Procedure: Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the FBC 2007 for roof cladding wind loads. These component wl.nd loads for roof cladding are compared to the allowable pressures listed above. The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover. Support framing must be in compliance with FBC Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading. Installation Requirements: Install the panel system according to the manufacturer's installation instruction and RAS 133 Quality Assurance Entity: Keystone Certifications, Inc: FBC #QUA1824 Certificate of Independence: See uploaded attachments Authorized Representative: Terrence E. Wolfe, P.E. #44923 ,% vtj IS1111rIrrl VR.CE14sF�,o��� k'b.444 5TA7E OF sar errt�. lop E` • . 3 of 3 Novem.})er 8, 2008 26 Ga. 5V Crimp Roof Panel over 1 2" Plywo .. p:o..'�o •..Y.� O :�J. „ 00 E,_V nP1MP FYPf1RGt1 9:dC!Y FIJ=A--QVQ=M 12" O.C. MAIN FIELD .PERIMETER LFASTENERN9 SUBSTRUCTURE ` MAT9MtQPW?(3 FINMJOMMNS AST" A ►sTH A 792 FAMCAYM OPtI M' STEEL M ' E7JYTOH COLORS _ TECI gViCRL DATA TTOO MTMPROVIDE PWACT(C u lY �r VATERM4 SERVIMS M TMf •YOU REOUESi 49•VSX T•11rV=MAC �•�,./zeta' +•tent 26 Ga. 5V Crimp Roof Panel over 1/2" Plywood .•``�.10E E. 4-1 • �Ol fiOd� rlj.`Ci' ,Ci GIYS 'O�I+ . - No.aas F •-- [(/� ROCS FORMER CORP. wO INOEPENDEMCE LANE CHALFONT,PA 18994 •,� 5 � J Nove�m��'1"'$ 2.008 27-11/l2" Flab; Stock Material For 24" Coverage Note : Alt Radii 0.05 1RNOV99 —7/16' 1-5/81 Overlap Ribs c6" For 24' Coverage 24' Coverage 1-1/2x '7 /8" 2" 3/8, f %\ nd justabQ? Center Rib Ad justaolc Underlap Ribs J �, 26 Ga. 5V Crimp Roof Pa;;,el over 1/2" Plywood TYPICAL DETAILS RIDGE RIDGE FLASH FASTENER n TRI. M TAP£ SEALER T— '11.'flttttt14t,, M, Q.E,,...... 0 rasTEr�R+r9 ; tV , ♦GENS .n WAIERPR{90F SUBSTRUCTURE �� N0,4492 ~ MEMBRAti4° • :: • CROSS SEcnON OF►R := sTA� RIDGE OVER WOOD DECK P R O •\�'�: 5H FASTENER#9 ♦��f �ONA�-"t�� November 8, 2008 CLOSURE TRWMAU TAPE SEAL ER 1 MEMSWE 6VCRIMP PANEL SUBSTRUCTURE ISOMETRIC VIEW OF RIDGE OVER WOOD DECK NOTES; I. Stop panels r from center One of ridge, 2 Install first row of fasteners �=ss Panel to substrate T-W down from boUarn edge oftidge trim and space 1'•0' O.C. 3. Install Tr6l3ead tape sealer gcrossvhdib of ptulels Top edge of tape sealer Is 1i4' from top edge of -panel. InsW ouiside closures on top of Tri•Soad tape sealer. Install addNanal tun of tape sealer on top of outside closure. 3. Attach ridge !lash vAlh Fastener #9 -fs x I W Long Ule, WoWgrip)11-T O.C. Instal fasteners at each 'V' In the panel to avoid dimpling the ridge fla6,tr. 1/8"zt' CONT. BUTYL TAPE Root Panel over 1/2" Pi t<<� % NGE E. r Stamofnod" ���Q�.In, E,NS�••�� QOA E 2sna • :.- No.4492 T ,.- 2 STAR a 5-V CRIMP PANEL- LL SHEET IN VALLEY ♦•'1 ;;�R . FULL StS' • • '.�.,� �NA�.r• November 8, 2008 INSIDE CLOSURE -STRIP W/ URETHANE SEALANT VALLEY FLASHING N, SBF�TAPPER firHW 9-15 t 1 1/2 RM W/WAS ER [6 PER PANEL] T5j31� PLYYl000 SHe'AitIiNG [BV O'tiiEeiS]—/ [VALLEY ENDLAP 4- MIN.] 24" O.C. NOYN4L. COVERAGE FASTENER PATTERN AT VALLEY 9-15 x 1 1�" Ulu, 1.1 R CAR�f. C WASHER (12 1/8"x1 Bun 5-V CRIMP PANE lz" PLYWOOD SHEATHING [BY OTHERS] Stale of Florida GOJL / 26T18 {t{tltitL)+,�. .% GE E. �. �Q- • �G E N S�'•;T No.44923 + STATO 4` ���rrrrrr • SJGNA1.Er:+` 0 1Ca'ift{•i{{{{�l &, - 2 O E3 FLASHING 9-15 x 1 1/2 HWH W/NEOPRENE WASHER [12' O.C.] )D TRIM OTHERS] 26 Ga. 5V Crimp Roof Panel over 1/2" Plywood Awe e! AUrma �.• NGE EILO . No.44923 a STIR.. O ((G„ P ` SIONAL,. November 8, 2008. SHr&V O5 10.12 r 1 PMCAM MMAPPFA EIY ( PLYWOOO SN2AWNC (NBCSI] PLYWOOD SHEATHWC EBY OTI(ERSj PIZW"SM WALL PANEL EOY Onroul PHDM1 D RA ,t'� BALL FLAsI910 lIrt1' CONY. burn TAPE ,-nR FIMMED S-V �-- 9-15 t 1 1/21Ti11UM In' MfH(pFf 1[ ICE & WATER SS an LUH 48' YAX *SLOPED ROOF TO CWmN11E Ur WALL TO. RECLET 10-12 x 1 PANCAKE HEAD SELF -TAPPER [12" O.C.] 5-V CRIMP PANEL 30# FELT 15/32" PLYWOOD SHEATHING [BY OTHERS] M WOOD BLOCKING (B.O.) 24' O.C. NOMINAL COVERAGE FASTENER PATTERN AT EAVE 9-15 x 1 1/2 HYM W/WASHER [6 PER PANEL] INSIDE CLOSURE STRIP WITH URETHANE SEALANT f-1/8"x1" CONT. BUTYL TAPE EAVE FLASHING N S No.44923 .-a. ST7E • ' • ORS `� ... • Cyr,*' S • November 8, 2008 WALL PANEL FASTENER 0 12" O.C. (BY OTHERS) WALL PANEL (BY OTHERS) SV CRIMP 26 GA. GULF LOAD TABLE OVER PLYWOOD COAST Buildings having a Roof Mean Height<_ 20'-0' ,, Roof Slope: 2"112"-6"112" Gable Roof Wind Speeds 120-150 mph, Exp C, I = 1.0, based on FLORIDA BUILDING CODE 2007 5 V CRIMP 26 GA. FASTENER SPACING WIND SPEED ZONE ZONE FASTENER SUBSTRATE 120 130 140 150 ON CENTER ON CENTER ON CENTER ON CENTER SPACING SPACING SPACING SPACING ZONE 1 #9-15-1-1/2" 15/32" CDX/ 12" 12" 12" 12" 19/32" CDX ZONE 2 #9-15-1-1/2" 15/32" CDX/ 1211 12" 12" 12" 19132" CDX ZONE 3 #9-15-1-il2" 15132" CDX/ bail 6a" 6" 6" 19/32" CDX PANEL DESCRIPTION: 5V CRIMP, MIN. 26 GA., 24" COVERAGE. 3/8" TALL. PANEL FASTENER: (1) #9-15 x 1-112" WOODGRIP W/ ZAC HEAD AND SEALING WASHER THROUGH RIB OF PANEL. MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: 108:5 PSF @ 12" FASTENER SPACING, 156.5 PSF @ 6" FASTENER SPACING BASAED ON TAS 125;.UL 580/UL 1897 TESTING. PLYWOOD DECKING: MIN. 15132" PLYWOOD. PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FBC. PANEL ROLLFORMER: MODEL 5V BY ROLL FORMER CORP ZONE 2 1) ##9-15 x 1 1/2 W❑❑DGRIP w/ ZAC HEAD & SEALING WASHER Eave Note: Dimension (a) is defined as 10% of the minimum width of the building or 40% of the mean height of the roof, whichever is smatter, however, (a) cannot be less than either 4% of the minimum width of the building or 3 feet. r ri :::::Ia f a a Gable November V E N r No.44923 ♦ �: 16NAL� .�• 8, 2008 M I A M I-DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE l System Components Corporation 50 SE Bush Street Issaquah, WA 98027 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: Fe1Tex® High Performance Roof Wrap 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. b,isuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shalt 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. ff 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 consists of pages I through 3. The submitted documentation was reviewed by Jorge L. Acebo - �s NOA No.: 06-0919.01 Expiration Date: 03/01/12 Approval Date: 03/01/07 Page 1 of 3 ROOFING ASSEMBLY APPROVAL Category Roofing Sub -Category: Underlayment Material: Synthetic Polymers SCOPE: This acceptance is for FelTex® High Performance Roof Wrap. 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. PRODUCT DESCRIPTION: _ Product Dimensions Test Product Specification Description FelTex® High 48" x 250' rolls ASTM D 226- Synthetic Polymer base sheet with UV Performance Roof 48" x 100' rolls Type II and stable low -slip backing. Wrap ASTM D 2626-04 LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. FelTex® High Performance Roof Wrap shall not be hot mopped; refer to manufacturer's published literature for product compatibility. INSTALLATION: 1. ' FelTex® High Performance Roof Wrap shall be installed in strict compliance with applicable Building Code. 2. FelTex® High Performance Roof Wrap shall be applied to a smooth, clean and dry roof deck. The roof shall be free of irregularities. 3. FelTex® High Performance Roof Wrap shall be installed with a minimum 4-inch head lap in a shingle fashion. 4. FelTex® High Performance Roof Wrap shall be fastened with corrosion resistant tin -caps and approved roofing nails spaced 6 inches o.c. minimum at all laps and three staggered rows fastened at 12 inches o.c. minimum in the field of the roll. Nails shall be driven flush and 90 degrees to the roof deck. 5. FelTex® High Performance Roof Wrap shall be fastened with some looseness, notably in valley applications. 6. FelTex® High Performance Roof Wrap is a component used in roof assemblies. Roof assemblies are approved under specific assembly Notice of Acceptance. 7. FelTex® High Performance Roof Wrap may be used with Asphalt shingles, Wood shakes and shingles, Non-structural metal roofing, and quarry slate. FelTex® High Performance Roof Wrap shall not be used as roof tile underlayment. NOA No.: 06-0919.01 © Expiration Date: 03/01/12 Approval Date: 03/01/07 Page 2 of 3 8. FelTex® High Performance Roof Wrap may be used with any approved roof covering Notice of Acceptance listing FelTex® High Performance Roof Wrap as a com�onent part of an assembly in the Notice of Acceptance. If FelTex® High Performance Roof Wrap is not listed; a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing rasults. 9. For fire classification of specific roof assemblies,using FelTex® High Performance Roof Wrap refer to a current Approved Roofing Materials Directory for fire ratings of this product. LABELING: _ All membranes shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approvedvor the, i -- BUILDING PERMIT REQUIREMENTS Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this material. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Intertek Testing Services 3093039COQ-007A ASTM D 226-Type H 01/18/07 3093039COQ-007B ASTM D 2626-04 END OF THIS ACCEPTANCE NOA No.: 06-0919.01 o Expiration Date: 03/01/12 Approval Date: 03/01/07 Page 3 of 3