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WS-16-1523 Inspection Worksheet Miami Shores Village 18 10050 N.E.2nd Avenue Miami Shores,FL Phone:(305)795-2204 Fax:(305)756-8972 Inspection Number: INSP-260131 Permit Number: WS-6-16-1523 Scheduled Inspection Date:June 09,2016 Permit Type:Windows/Shutters Inspector: Mesa,Michel Inspection Type:e• Final P� • Owner. RIGGIO,ROCCO AND JESSICA Work Classification: Garage Door Job Address:38 NE 110 Street Miami Shores,FL 33161- Phone Number 305-534-5051 Parcel Number 1121360040350 Project <NONE> Contractor. ADCO OVERHEAD GARAGE DOOR INC BuitdhM Department Comments VXT SOLID DOOR NOT GLASS OR RESISTANT ONLY INSPECTOR COMMENTS False Comments SOLID PANELS Inspector Comments Passed G (07S--e� , Correction Needed Re-Inspection D Fee No Additional Inspections can be scheduled until re-Inspection fee Is paid I June 08,2016 For Inspections please call:(305)762-4949 Page 25 of 45 Miami Shores Village 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 Phone: (305)795-2204 Ell. � a on: 11129/2016 Project Address Parcel Number Applicant 38 NE 110 Street 1121360040350 Miami Shores, FL 33161- Block: Lot: ROCCO AND JESSICA RIGGIO Owner Information Address Phone cell ROCCO AND JESSICA RIGGIO 38 NE 110 Street 305-534-5051 MIAMI SHORES FL 33161 38 NE 110 Street MIAMI SHORES FL 33161 Contractor(s) Phone Cell Phone Valuation: $ 798.00 ADCO OVERHEAD GARAGE DOOR IN Total Sq Feet: 0 Type of Work:8'X7'SOLID DOOR NOT GLASS OR RESIS Available Inspections: No of Openings:1 Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.60 Invoice# WS-6-16-60013 DBPR Fee $2.00 06/02/2016 Check#:9795 $ 124.60 $0.00 DCA Fee $2.00 Education Surcharge $0.20 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $0.80 Total: $124.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. in accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing informati is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-na ctor todo the work stated. June 02,2016 Authorized Signature:Owner / Applicant / Contractor / e" Date Building Department Copy June 02,2016 1 Miami Shores Village JUN 02 2016 Building Department C)c 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20)LI -tlh� BUILDING Master Permit No PERMIT APPLICATION Sub Permit No. BUILDING ❑ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑MECHANICAL E]PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 2AE j City: Miami Shores County: Miami Dade zip: Folio/Parcel#: /)•-,/,3(o� –06 ci' 035n Is the Building Historically Designated:Yes NO—IL� Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Phone#: Address: city. Miami Shores State: Florida Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Adco Overhead Garage Doors Inc Phone#: 305-885-8836 Address: 7577 NW 50 ST City. Miami State: FI Zip: 33166 Qualifier Name: Humberto Fernandez Phone#: 305-885-8836 State Certification or Registration#: Certificate of Competency#: 02-BS00795 DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zipl Value of Work for this Permit:$ WX 00 Square/Linear Footage of Work: s 6 s c l . Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Des ription ofork: Replace garage door for new hurricane Miami Dade Code /V�' �4'T � Jot K N 7- 2 fl�(sr5-/71/UT-/4 €' � PPtN•e-I's Specify color of color thru tile: Submittal Fee$ Permit FOOM 0 CCF$ 01-All CO/CC$ Scanning Fee$ 1!!!5/n . Radon Fee$ ;—�7 DBPR$ Notary$ Technology Fee$ 0° Training/Education Fee$ ®' 7–CD Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur — Signat OWNER or AGENT CONTRACTOR The foregoing instrument Jn►as acknowledged before me this The fo[regginggiinstrument was acknowledged before me this day o 1"' 20 by av of 20 jS7 •by a tr-ch 'a who is personally known to Qt gonail y known to me or who has pro Tc me P s t/me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: °�.R•':;°�� MBERTOFERNAM NOTARY PUBLIC: * COMMISSION tr FF 2018 IBES:December 7,,2018 °p► Thru B�tNory SereaSign• r Sign: Print: Print: " Seal: Seal: SANDRA GALANO Notary Public-State of Florida My Comm.Expires Aug 15,2016 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Municipal Contractofs Tax Receiptfirm Mtari> -Dade� V,,S:tMgf Florida Ccw: me . Vw- NX�0 W, A TYP�It)F OVERHEAD 0E DOtR INC $PELTY B PAY" AECE BY T` 175.00' 08/1 0237-100026 k.� PC is �fbe ies Key q a.ill - r" 'a ^Y. h s O SEC. E OF PAYMENT FIVE f HEAD E DR ,196 SPE sY TAX CO 00 19/20 r(s) 02B 5 7-1 266 Tax GRIF LOW ipt is a 1 s Ho�et wh r The M0. bed AI c s 1 COMp-ETNC1( i Is c efflfed unftrft of chow 10 Of Mwni-m&Gomer r_ CERTIFICATE OF LIABILITY INSURANCE PA'MCMIT"Imwl 05/81)2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, Me e CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE APPORDIED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE iSSUIN4 IIN$1URRR(9), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT. H the certificate holder IS an ADDITIONAL IN8 REB,the poticy(les)must 5 endorsed. if SUBROGATION IS WAIVED,subject to the terms and Conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not oonfer rights to the conificate holder in lieu of such endoraement(s). PRODUCER CONTACT Nelson Romero Jepoa Insurance Conauldng Corp. °Na (766)227-6935 250-5495 1160 SW 128 Court Ste.182 e o $; Inio noeirlsurance.com oRwHR DOVEEAe _ _ N�Uo a; Mlarni FL 33186 SURQRA: ENDURANCE AMERICAN SPECIALTY INSURANC 0 %IRen B• ASSOCIATED INDUSTRIES INSURANCE COMPAt ADCO Overhead Garage boors,Inc RLSURISR C! 7577 Northwest 60th Street ��D IN%IREA B r Miami FL 33189 SURER F: COVERAGES GER71FICATE NUMBER: REVISION NUMBER, THIS IS TO Ci=RTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE POR THE POLICY PERIOD INDICATE), NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 18 SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITION3 OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLANS. OL SUM lYPEOFINSURANCE PO CYNUMBER IMMIAWK L1mrra )( coEAMERCIAL GENERAL LIABILITY SACH OCCURRENCE 3 100 0 000 CLAIMS-MADE I_Z11 I�^l OCCUR 'C7 s 100,TED— '- - :.... ..�._ E a um1 w) 000 MED DPP none arson) S 6 A Y Y CBP2o000559700 08/0112018 08/01/2017 PEAL v%mm 1000,000 GRN'L AGGREGATE LIMIT APPLIES PSR: GENERALAGGReGAT9 111 2,000,000 X FOUOY[� r [�Loc PRODUCTS•22MP/CP AGO 9 1000 000 I 8 AUMMOSIL.B LIABILITY E9 IND S asci�t ANY AUTO BODILYINJURY(PerpeW) S E AL1 gWNEIa, SCHEDULED BODILY INJURY(PerSWOK) S I HIRED AUTOS AAUTOS � E a l Ur9001LA LIAR OCCUR EACH OCCURRENCE S EXCESS LPQB .« CLWPA8-M1rAD'E AGGREGATE �,. ...._.. $.. . 1 DED - RETENTIONSJ , S WORKERS COMPENSATION XIMITEX ANO EMPLOYERS'LIABILITY � YIN "AEL EACH ACCIDENT S 1,000,000 B oFr IoaRn Z-9 R ocotuoED7 FNE NIA AWC1047890 06101/2016 08101/2017 (Mends"In Nip 6411 DISEASE-EA ENIPLOYEE 8 1,000.000 I RI o �o Tl NS below t&L DISEASE-POLICY LIMIT S 1,000,000 l DESCRIPTION OF OPERATIONS)LOCATIONS!VEHICLES(ACORD 104.Addldanal Remmks Sohedul%maybe attuhed I more eoses le meuirodl " Specialty building contractor Miami Dade#0213500795 daRTIFICATE HOLDER CANCEI_WTION Village of Miami Shores SHOULD ANY OF THE ABOVE]DE=SCRIBED POLICIES lilt CANCELLED BEFORE THE EMRATION DATE THEREOF, NOTICE WILL Siff DELIVLR$b IN: Building Department ACCORDANCSWiTH 9'HE PclocyPROVisiow %.0050 NE 206 Ave. AUTHaRRea RBPRASak7A1'IV9 No- Miami Shores FL 33138 ®1088 2014 ACORD CORPORATION.All rights reserved: ACORD 25(2014/01) 1he ACORD name and logo are registered marks of-ACORD ,AM,IT : Miami. hcres Village APPROVED BY DATE 1 ZONING DEPT BLDG DEPT SUBJECT YO CCMPLbANCE WTTH ALL FEDERAL • �. STATE ANO C CUNT f r3LiL ES AND REGULATIONS 00 • • •• •••.•• • • • so •• .• • . •. ••.• • • ••••.• • of ••••• p.+ • • •• • •• � • • 4r il 00 cri V �6\ --- -t -- ----------- --- -------- --- _ _- -- ---- 11 © " [ IL r0 cAP o PM � o J 1 WORST `:ASE DESIGN PRESSURE CHART RETROFIT GARAGE DOOR - COMMERCIAL SIZES 17S MPH, EXPOSURE Co 2010 FLORIDA BUILDING CODE JASCE'7.10) DADE CO., FLORIDACA** THE CHARTS BELOW ARE DETERMINED FOR THE WORST CASE SCENERIO,BASED ON THE FOLLOWING ASSUMPTIONS: ILU IG PRODUCTS 1)THE ENTIRE GARAGE DOOR OPENING IS ASSUMED TO BE IN THE END ZONE(ZONE 5) Vl7 UC ACCORDING TO ASCE?CALCULATION METHODS. A +Grffon CC npur y 2)BASED ON ENCLOSED BUILDING,ANY ROOF SLOPE. 3)ULTIMATE WIND SPEED CONVERTED TO DESIGN WIND SPEED PER TABLE 1609.3.1. NO OTHER LOAD FACTORS OR REDUCTIONS ARE ALLOWED. NOTE 1:SPECIFIC,INDIVIDUAL GARAGE DOOR OPENINGS WILL MOST LIKELY NOT REQUIRE THE OPENING TO BE COMPLETELY IN ZONE 5 BY CALCULATION.THEREFORE INDIVIDUAL CALCULATIONS WILL MOST LIKELY RESULT IN LOWER NEGATIVE DESIGN PRESSURES THAN SHOWN ON THESE CHARTS. NOTE 2:DOORS LARGER THAN THOSE LISTED MAY USE THE DESIGN PRESSURE FOR THE NEXT SMALLEST DOOR BECAUSE DESIGN PRESSURE DECREASES AS OPENING SIZE INCREASES.FOR EXAMPLE,A 16'x10'OPENING CAN BE ASSUMED TO HAVE THE SAME DESIGN PRESSURE AS A 16'x8'OPENING BECAUSE ACTUAL CALCULATIONS WILL SHOW THE 16'x10'TO HAVE A LOWER DESIGN WORST CASE DESIGN PRESSURES (PSF) MEAN ROOF HEIGHT UP TO 15' 16' 17 18 19' 20 21 8'x7' +35.6 -44.7 +36.0 -45.2 +36.4 -45.7 +36.8 -46.3 +37.3 -46.8 +37.7 -47.3 +38.0 -47.7 N 8'x8' +35.2 -44.0 +35.7 -44.5 +36.1 -45.0 +36.5 -45.5 +36.9 -46.1 +37.3 -46.6 +37.6 -47.0 55 9'x7' +35.3 -44.1 +35.7 -44.6 +36.11 -45.1 +36.5 -45.61 +36.9, -46.1 +37.4, -46.7 +37.7 -47.1 0 9'x8' +34.9 -43.4 +35.3 -43.9 +35.8 -44.4 +36.2 -44.9 +36.6 -45.4 +37.0 -45.9 +37.3 -46.3 Z 16'x7' +33.8 -41.1 +34.2 -41.6 +34.6 -42.0 +35.0 -42.5 +35.4 -43.0 +35.81 -43.5 +36.1 -43.9 w 16'x8' +33.4 -40.4 +33.8 -40.9 +34.2 -41.3 +34.6 -41.8 +35.0 -42.3 +35.4 -42.8 +35.7 -43.1 O 18'x7' +33.5 -40.5 +33.9 -40.9 +34.3 -41.4 +34.7 -41.9 +35.0 -42.4 +35.4 -42.8 +35.8 -43.2 18'x8' +33.1, -39.8 +33.5, -40.2 +33.9, -40.7 +34.3, -41.2 +34.7, -41.6 +35.1, -42.1 +35.4, -42.5 WORST CASE DESIGN PRESSURES (PSF) MEAN ROOF HEIGHT 22' 23' 24' 25' 8'x7' +38.3, -48.2 +38.7, -48"6 +39.0 -49.0 +39.4 -49.4 N 8'x8' +38.0, -47.4 +38.3 -47.8 +38.6 -48.2 +39.0, -48.6 '....' .••• • 05 9'x7' +38.0 -47.5 +38.3 -47.9 +38.7 -48.3 +39.0 -48.7 '..' : •••• • Q 9'x8' +37.6, -46.7 +38.0,,-47.2 +38.3 -47.6 +38.6 -48.0 •••••• •• •'•"' z 16'x7' +36.4, -44.3 +36.7 -44.6 +37.0 -45.0 +37.4, -45.4 •••'•• :....: w 16'x8' +36.0 -43.5 +36.3 -43.9 +36.7 -44.3 +37.0, -44.7 O 18'x7', +36.1 -43.6 +36.4 -44.0 +36.7 -44.4 +37.0 -44.7 �, t 18'x8` +35.7PlAft 42.9 +36.0 43.2 +36.3 43.6 +36.6 44.0 'a. [o, � ��„�,.�. . t3 THIS CALCULATION SHEET IS ONLY VALID •;�� � 'wo-�• FOR THE FOLLOWING BRANDS: CLOPAY, �� •• • wti IDEAL' AND HOLMES. � STATE OF 1�� a IN�411,4 Scott Hamilton, P.E. �`` •�.0 Ft8585 to DKE BLV . t • �+1� MASONUGH O 4D040 IL t � (513) 770-4800gnotur 5/17/2012 FLORIDA P.E. No. 63286 File: DADE CO WORST CASE 2010 R01 [RETROFIT] MiAMt• MIAMI DADE COUNTY • D�ADE PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidede.gov/econemy Clopay Building Products Company 8585 Duke Boulevard Mason,OH 45040 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RML 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. DESCRIPTION: Single Car W7 Steel Pan Sectional Garage Door up to 9'-0"Wide w/ Optional Impact Resistant Lites(DP+42.0,48.0 PSF) APPROVAL DOCUMENT: Drawing No.101702,titled"Single Car W7 Pan Door with Impact Resistant Lit&',sheet l of 1,dated 06/13/2008,with revision 06 dated 0212015,prepared by Clopay Building Products Company,signed and sealed by Scott Hamilton,P.E.,bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,model number,the positive and negative design pressure rating,indicate impact rated if applicable,installation instruction drawing reference number,approval number(NOA),the applicable test standards,and the statement reading`Miami-Dade County Product Control Approved'is to be located on the door's side track,bottom angle,or inner surface 811 panel. •••••• RENEWAL of this NOA shall be considered after a renewal application has been filed and th cw*has been jLp.&nge 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 rev 494 pr change in the •••••• materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endor 6•• •• p p �e.��nt of any�rvduct,for• • sales,advertising or any other purposes shall automatically terminate this NOA.Failure to c5gWJ3i 1th any"*tion of ••:••, this NOA shall be cause for termination and removal of NOA. 666696 6. . ••••• ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Norl&,and fallovft by thtl expiration date may be displayed in advertising literature. if any portion of the NOA is disd;then it shall be done In its entirety. 0 0 :000:0 0000" INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or it!Astributo r:and shall:•••• be available for inspection at the job site at the request of the Building Official • This NOA revises NOA 013-0625.06 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was,reviewed by Carlos M.Utrera,P.E. NOA No 15-0225.16 M:e�rtt r®1 Expiration Date: August 21,2018 Approval Date: May 14,2015 � 1�L JZt1 t� Page 1 Clopm Building Products Conmao NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 101702,titled"Single Car W7 Pan Door with Impact Resistant Lites", sheet 1 of 1,dated 06/13/2008,with revision 06 dated 02/2015,prepared by Clopay Building Products Company,signed and sealed by Scott Hamilton,P.E. D. TESTS "Submitted under NOA #08-0618.03" 1. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 5)Tensile Test per ASTM E8 Along with marked-up drawings and installation diagram of 9'x 8',24ga steel garage door Model 94W7 with windows,prepared by American Test Lab,Inc.,Test Report No.ATLNC 0305.01-08,dated 05/28/2008,signed and sealed by David W.Johnson, P.E. 2. Test report on Salt Spray per ASTM B 117 of painted 040 galvanized coated panels, prepared by Stork Materials Technology,Test Report No.30160-04-63365,dated 01/26/2005,signed by John D. Lee,P.E. C. CALCULATIONS "Submitted under NOA#08-0618.03" 1. Jamb anchor calculations,prepared by Clopay Building Products-Company,dated 06/13/2008,signed and sealed by Scott Hamilton,P.E. ..0• . • 0000 0000.. D. QUALITYASSURANCE • .. 0000 • 1. Miami-Dade Department of Regulatory and Economic ResourcMOMR)*e000e '" •••••• • • :0000. 0000 0000 . . • • 0000 0000 ..�..� 99.99. .. 9 0. 00 0 0000 0 . 0.00 0000.0 .00.00 00 0 • . . 00.00. 0000.. • .9000. 00 0 0 Carlos M.Utrera,P.E. Product Control Examiner NOA No 15-0225.16 Expiration Date: August 21,2018 Approval Date: May 14,2015 E-1 Clopay Building Products ComyM NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATEMAL CERTIFICATIONS "Submr#ed under NOA #08-0618.03 11 1. Test report on Accelerated Weathering Using Xenon Are Light Apparatus per ASTM 0155 of Lexan SIM432T Clear Polycarbonate,prepared by Hurricane.Engineering &Testing,Inc.,Test Report No.HETI-06-A002,dated 12/04/2006,signed by Rafael E.Droz Seda,P.E. 2. Test report on Tensile Test per ASTM D638-96 of Lexan SLX2432T Clear Polycarbonate,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. I3ETI-06-T566,dated 12/04/2006,signed by Rafael E.Droz-Seda,P.E. 3. Test report on Tensile Test per ASTM D638-96 of Lexan SIM432T Clear Polycarbonate,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-06-T634,dated 12/04/2006,signed by Rafael E.Droz-Seda,P.E. 4. Test report on Self-Ignition Temperature per ASTM D 1929,Rate of Burn per ASTM D635,and Smoke Density per ASTM D2843 of the Lexan Plastic,prepared by ETC Laboratories,Test Report No.ETC-06-1024-17496.0,dated 05/26/2006,signed by Joseph L.Doldan,P.E. F. STATEMENTS 1. Statement letter of code conformance with the 2010 and the 5`'edition(2014)FBC issued by Clopay Building Products Company,dated 02/18/2015,signed and sealed by Scott Hamilton,P.E. "Submitted under NOA#13-0625.06" 2. Statement letter of code conformance to 2010 FBC,dated 06/13/2013,signed and sealed by Scott Hamilton,P.E. 3. Statement letter of no financial interest issued by Clopay Building 1�roducts n:t pany,.... dated 06/13/2013,signed and sealed by Scott Hamilton,P.E. •..• ; • ...... .. . ...... ...... ...... 0**066 •....• • .....• Carlos M.Utrem,P.E. Product Control Examiner NOA No 13-0625.06 ExpirationDate. August 21,2018 Approval bate: May 14,2015 E-2 n C) En o O I T I'll 4 1-11 n W g g s a � � LLI g� a '.trip oil UJIN it 11;51 N tmaa+ d8 az"� N 8 9 11 M1 Q Ig al I I writ veep, bs 00 LL 3^Ell a ca mc m 0 $� Ila ¢ 1 M .... ® � �� ��� � � �� � � � ��•° : ��8��ems• • 61 All 8R • �+ •••• g • • �••••� i as t••• •y 1 Fla Ila n v m a