The URL can be used to link to this page

WS-15-804Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-231991 Permit Number: WS -4-15-804 Scheduled Inspection Date: May 12, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: FISCHER, LUCIANA Job Address: 1237 NE 93 Street Miami Shores, FL 33138 - Project: <NONE> Contractor: THE DOOR DOCTOR OF SOUTH FLORIDA INC Building Department Comments REPLACE 9 X 7 GARAGE DOOR Work Classification: Garage Door Phone Number (954)734-3411 Parcel Number 1132050270060 INSPECTOR COMMENTS False Inspector Comments Passed it Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Phone: (954)491-0039 May 11, 2015 For Inspections please call: (305)762-4949 Page 14 of 42 i Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Parcel Number Applicant 1237 NE 93 Street 1132050270060 LUCIANA FISCHER Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell LUCIANA FISCHER 1237 NE 93 Street (954)734-3411 MIAMI SHORES FL 33138-2940 Contractor(s) Phone Cell Phone THE DOOR DOCTOR OF SOUTH FLOF (954)491-0039 �e of Work: REPLACE 9 X 7 GARAGE DOOR of Openings: 1 iitional Info: ssification: Residential inning: 3 Fees Due Amount CCF $0.60 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.20 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $0.80 Total: $124.60 Valuation: $ 840.00 Total Sq Feet: 0 Pay Date Pay Type Amt Paid Amt Due Invoice # WS -4-15-55119 04/21/2015 Check23969 $ 74.60 $ 50.00 04/08/2015 Check #:23952 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Final Review Building 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 information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named contractor to do the work stated. April 21, 2015 Owner / Applicant / Contractor / Agent Building Department Copy April 21, 2015 1 BUILDING Miami Shores Village - .0 _ Building Department APR 0 7 2015 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 a'J(: Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION UNE PHONE NUMBER: (305) 762-4949 FBC 20 Master Permit Na0 .(AJ5 15— 04 Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL []PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1d3-1 N.E. � 3 3 � City; Miami Shores - County Miami Dade Zip: 33 13 g Folio/Parcel#: I 1- 3105 _0 d i - 00(.b Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder)ILACtA N A M. 7 ON ilk FI Sr -6 R Phone#:q54-,5 Z t17 0-1 b4 Address: t -R 3'1 N.E. q3 3+ city: rtl Qm i 5 doge Tenant/Lessee Name: Email: state: F l o - R t a CL Zip: 3313 8 CONTRAarrOR: Company Name IN E DOOR DOI R OF S. E 1 Q 1. A C. Phone#: q - 91- 00 3 q Address: 1 1 $18 N.E. 1.41 S+ City: F' - LA LLLll. F— P 1t A. LL _State. 6-10 RL*d CL zip: 333 314 Quallfier Name: GARY —� L> t a Iv�aJ Phone#•g,5q - 4 q l- 003q State Certification or Registration #: Certificate o€Competency #: i3 -8 S 0004 3 ,s DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ -4 8 Li 1) •® d Square/Linear Footage of Work: Type of Work: ❑ Addition 93 Alteration ❑ New ❑Repair/Replace ElDemolition Description of Work: 'Rep lwce RX 1 gC�.m!R e do6R $M CCF $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name ()f nnnfirnhial Bonding Company's Address City Mortgage Lender's Name (if Mortgage Lender's Address City 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 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. Signature �C- ",-- w,--, OWNER or AGENT The foregoing instrument was acknowledged before me this 5'�f1 day of,VL�rCJJ 20 by t1Jl�' lid '� �io'w G ho is personally known to me or who has produced T ��i �'� �S Z' ceY/seas identification and who did take an oath. Seal: ;1''a% •: NATALIE PENATE MY COMMISSION #FF163716 44 ,W� ?;.° EXPIRES September 28, 2018 ►a1»001VAX737 (Revised02/24/2014) Signature 2az;;�— CONTRACTOR The foregoing instrument was acknowledged before me this day of Ap 1 020 IS by G^, add~ who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: Nfty l - IU tM Fift • CSW i FF 189877 M Cot. Et � 15, 2018 t lel Plans Examiner Structural Review Zoning Clerk 1-010% CEI THIS d-E—RT1F1dA*jj—SSUED AS A, A M CERTIFICATE DOES NOT AFFIRMATI% BELOW. THIS CERTIFICATE OF INSUI REPRESENTATIVE OR PRODUCER, Al flat PORTANT; If the t:ertltiCate holder Is an the terms and conditions ofthe policy, cert. certificate holder in lieu of such end �o� PRODUCER Auto -Matic Insurance 1340 S. Federal Highway Deerfield Beech, FL 33441 Phone Fa INSURED THE DOOR DOCTOR OF SOUTH FLORID 1188 N.E. 47t4 St Ft Lauderdale, FL 33334- COVERAGESCETT .. . THIS IS TO �MnFYTH�TTI-MPOLICIESd INDICATED. NOTWITHSTANDING ANY REd CERTIFICATE MAY BE ISSUED OR MAY PER EXCLUSIONS AND CONDITIONS nFJRI IrI4 0 GENERAL LIABILITY W] COMMERCIAL GENERAL LIABILITY A El 0 CLANS -MADE Wj OCCUR F] -****-*****-*-, -,**- F. . ............... . GEWL AGGREGATE LNITAPPLIES PER RI POLICY❑ ELLOC — AUTOMOBILE LIABILITY ❑ ANY AUTO ALL OWNED SCHEDULED ❑ OS ❑ Q HIRED AUTO$ El AUTOS NEO 0 El UMBRELLA LIAR El OCCUR n EXCESS LIAR M 14 Amao as., YIN C Idgotbif (Mandatory In DESCRIPTION OF OPERATIONS I LOCATIONS I VEHIC GARAGE DOOR REPLACEMENT LICENSE 3 13BSOOD43 HOLDER CITY OF MIAMI SHORES I 10050 NE 2ND AVE MIAMI SHORES Fl. 33138 ACORD 26 (2010105) QF rIFICATE OF LIABILITY INSURANCE DATE (MWOVIYYYY) 008115 TEFt OF IkOd-k-M—ATION ONLYANI)-- ---- CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS -Y OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES NCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURENS), AUTHORIZED THE CERTIFICATE HOLDER. Policies may require an endorsement. A statement on this certificate does not confer rights to the Y Y a (954) 491-0039 JRANCE LISTED BEL AENT, TERM OR COI THE INSURANCE AF SCOTTSDALE INSURANCE CO PROGRESSIVE MADISON INSURANCE -COMPANY - HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD ON OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS DED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, HAVE MEN REDUCED BY PAID CLAW. 11M&CY`EWT-p--E-xP - -- - --------- DIYyM t@ AL � I " L%, MT LIMITS Uca CPS1964620 . 04/01/2015 04/01=16 MEd .EXP .(" —person ...... PERSONAL& ADV INJURY .. . $ - 0, ' U " W-UU -** ** ' S 1,000,000,00 GENERAL AGGREGATE s 2,000,600.00 PRoDucTs-compiopAw..s 2,000,000-00 . ..... tNGLE L[MrT Mw i ........... .......... . ...... . . . ......... . . 03631062-8 05/2=14 051=016 BODILY INJURY (Per penin) --momovo ---- 5 - BODILY INJURY (Per eoctd(") $ _f=QLAMAGE $ S S TWC347385104101/2015 1041OU2016 ' E.L. EACH ACCIDE [i—.LOISE—ASE --EA 11-111 ........ . . F; I n[APAAr-Pn (Attach ACORD 101, A"Ifaml Renwks SdwU*j tfHare Bpm to requIrOM SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISION& AUTHORIZED REPRESENTATIVE MELISSA PETRONE res ACORD C PO N. Al6rlgttft6 med. ®1988-2010 The ACORD narne; ierks of ACORD Miami -Dade County, Property Appraiser's Office: Sketch http://www.miamidade.gov/PAPortal/PropertySearch/Sketch.aspx?F... 0000•• 0000•• • • • ••Gee• 0000• 0.000 Goose• ••se•• • • • r _ 441 APR � LB iY :J tJ/ J �s s ff T( Vel? I i f\LL Fl. [ALI),�l_ ,in�� ( C�!'f,ITY rel!: �� /\Pd C! !if r,l it !11 "ii ,• Important Message The Property Appraiser does not send tax bills and does not set or collect taxes. Please visit the Tax Collector's website fhttv:/hvww directly for additional information. Folio: 11-3205-027-0060 Address: 1237 NE 93 ST Owner: LUCIANA M ZAMITH FISCHER ••• 0000 0000•• • �G r (httnx/M&ww.facebookconVMiamiDadePA) %J" f ttasAmttercom/MiamiDadePA) Building Sketch Viewer Actual Area: 2,768 Sq. Ft. Living Area: 2,174 Sq. Ft. Adjusted Area: 2,471 Sq. Ft. • •0.000 ,Celiek here to see Sketch SubArea Descriptions (h_Mzllwww.miamidade.gov/aalibrary/sub-area-descdptions.ndf) • • 0000 ••e• GenemkRison: 3/26/£®]►S • •••s•• • Disclair"@M• •••••• The E?ffite of the Pmr" G ppralser is continually editing and updating the tax roll. This website may not reflect the most current Info rntatitmo n record. ThebProperty Appraiser and Miami -Dade County assumes no liability, see full Liability Disclaimer and User et Agre"t. See full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp S 0000 _.. ` �.-..' � 'i• ; Exemptions & Real Estate Tangible Public Records Benefits Personal I of 3 3/26/2015 2:07 PM WI N DO2 v2-21 Detailed Wind Load Design (Method 2) per ASCE 7-10 II Analysis by: TS Company Name: Biagi Consulting Engineers Description: 1237 NE 93 St Miami Shores. FL Calculated Parameters Type of Structure Hei htiLeast Horizontal Dim 0.22 Flexible Structure No 0000.. 0000.. 0000.. 0000• 0000. 0000.. 0000.. 0000.. . 0080 . f• . Fid r7-5 thternat Pressure Coefficients for Buildings, Gcai 0000.. •0000. .. •o•• . Goof . G.G. 0000 0000 . 0000 fond Gust Factor Category I: Rigid Structures - Simplified Method i Gust1 I For rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.85 O�.Buildings Gust Factor Category II: Rigid Structures - Complete Analysis 0.00 zm Zmin 15.00 ft Izm Cc * (33/z)^0.167 0.2281 Lzm i*(zm/33)"Epsilon 427.06 ft (1 /(1 +0.63*((B+Ht)/Lzm)^0.63))^0.5 0.9025 Gust2 0.925%1 / 1+1.7*3.4*lzm 0.8737 Gust Factor Summary G ISince this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.85 0000.. 0000.. 0000.. 0000• 0000. 0000.. 0000.. 0000.. . 0080 . f• . Fid r7-5 thternat Pressure Coefficients for Buildings, Gcai 0000.. •0000. .. •o•• . Goof . G.G. 0000 0000 . 0000 fond Gc i von Max + Max - O�.Buildings 0.00 0.00 PaWWW Enclosed Buildings 0.55 -0.55 Eaelosed Buildings 0.18 -0.18 n ed Buildings 0.18 -0.18 4/7/2015 r 7 �i OF 40RIDP:.-' '4,q X00 A B Biagi Consulting Engineers WIND Design 4/7/2015 WIND02 v2-21 Detailed Wind Load Design (Method 2) per ASCE 7-10 6.5.12.2.1 Desian Wind Pressure - Buildings of All Heiahts Elev Kz I " W Pressure (Ib/ft^2) Windward Wall* Leeward Wall Total Shear Moment ft Ib/ft^2 +GCpI -G pi +GCpI -GCI +/-Gcpi (Kip Ki ft 15 0.85 1.00 56.57 28.28 48.65 -34.22 -13.86 62.51 66.57 499.29 Note: 1) Positive forces act toward the face and Negative forces act away from the face. Osseo e IN Figure 6-6 - Extemal Pressure Coefficients, CP Loads on Main Wind -Force Resisting Systems (Method 2) T Kj L Variable Formula Value Units Kh 2.01*(15/z )"(2/Alpha) 0.85 Kht Topographic factor (Fig 6-4) 1.00 Oh .00256* "2*1*Kh*Kht*Kd 56.57 psf Khcc Comp & Clad: Table 6-3 Case 1 0.85 Qhcc .00256*V"2*i*Khcc*Kht*Kd 56.57 sf Wall Pressure Coefficients, C kindwer[dyWall e C LSee Figure 6.5.12.2.1 for Pressures) 1 0.8 Roof Pressure Coefficients, C oof Areas . llksdpEtionEactor 1.00 .wLLj�aaaas'rei'p,�, ag �`p� ;yo %,67 .� ` S? Dr�F ® � <v VAL e� be 1090dilt"t1 Biagi Consulting Engineers WIND Design alculationerfor•Wind Normal to 71 ft Face Cp Pressure (psf) • e e * : e • : • e +GCpI -GCpI . 1166ward WAIN9 Mind Dir Normal to 71 ft wall) -0.50 -34.22 -13.86 1166ward WAITS' (Wind Dir Normal to 63 ft wall) -0.47 -33.00 -12.64 tide Walls -0.70 -43.84 -23.48 Roof Wiind Normal to Rid eta>=10 - for Wind Normal to 71 ft face ipdward %Min jp -0.36 -27.69 -7.32 fttlward - Max Cp 0.14 -3.64 16.72 Leeward Normal to Ridge -0.57 -37.49 -17.13 Overhang Top (Windward) -0.36 -17.50 -17.50 Overhang Top (Leeward) -0.57 -27.31 -27.31 Overhang Bottom (Applicable on Windward only) 0.80 38.47 38.47 .wLLj�aaaas'rei'p,�, ag �`p� ;yo %,67 .� ` S? Dr�F ® � <v VAL e� be 1090dilt"t1 Biagi Consulting Engineers WIND Design ..._.._._ . caut��r - MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SSV 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wwnxmiamidade.jxw*conomy 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. RER reserves the right to revoke this acceptance, N 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 -*v/ Optional Impact Resistant Liter (DP +42.0,48.0 PSF) APPROVAL DOCUMENT: Drawing No. 101702, titled "Single Car W7 Pan Door with Impact Resistant Lites", sheet 1 of 1, dated 06/13/2008, with revision 5 dated 01/06/2012, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E., bearing the Miami -Dade County Product Control renewal 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, 1400 West Market Street, Troy, OH 45373, 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 of a panel. AWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in • • • • • the applicabte building code negatively affecting the performance of this product. ...... ':F11gVHNA.TION gf this NOA will occur after the expiration date or if there has been a revision or change in the i4aterials, us$. f q(y;r manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for .:.... ..sales, adverti4W"any other purposes shall automatically terminate this NOA. Failure to comply with any section of ..... : tl%.NOA slOWA gpuse for termination and removal of NOA. • • • • • ERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the • • • •piration dace r 4 be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done ...... i!i its entirety.*: • • • ftWECTIMeAvtopy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall Ve'available:for ftftection at the job site at the request of the Building Official. • • • • • • "Ai's.NOA renes -Is NOA # 12-0125.09 and consists of this page i and evidence pages E-1 and &2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No 13-0625.06 ruaru•nane cou NTY Expiration Date: August 21, 2018 , Approval Date: August 15, 2013 Page 1 • *:see* • 90••00 Clonay Buildina Products Combany 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 5 dated 01/06/2012, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TESTS "Submitted underNOA # 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 2411 3.2.1, 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 G40 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. D.•:" QUALITY ASSURANCE 0000 • 1. :.-Mmi-Dade Department of Regulatory and Economic Resources (RER) sego goes Goes 0900•. a •001•s E-1 c_ ease /0 e) Carlos M. Utrera, P.E. Product Control Examiner . NOA No 13-0625.06 Expiration Date: August 21, 2018 Approval Date: August 15, 2013 Clonay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1.. Test report on Accelerated Weathering Using Xenon Arc Light Apparatus per ASTM 0155 of Lexan SLX2432T 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. HETI-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 SLX2432T 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 to 2010 FBC, dated 06/13/2013, signed apd sealed by Scott Hamilton, P.E. 2. Statement letter of no financial interest issued by Clopay Building Products Company, dated 06/13/2013, signed and sealed by Scott Hamilton, P.E. E-2 Carlos M. Utrera, P.E. Product Control Examiner NOA No 13-0625.06 Expiration Date: August 21, 2018 Approval Date: August 15, 2013 •••• •••• . •• • ...... . . . . • •••••• •• •• •• • • • •• • • • •••• •••• • •••••f •••• •••••• • •• •• • •• • . • 000*9* so 9 •.w• E-2 Carlos M. Utrera, P.E. Product Control Examiner NOA No 13-0625.06 Expiration Date: August 21, 2018 Approval Date: August 15, 2013 . • ..• . • . ..• • • . . . • • • . . • 40 • ••. I • • 3 2 OPAY MODELS 84A, 4 9 4 • • 1021 RLV Svc aiPVP1Tm IDEAL MODELS: 4RST• i(41', «• •r e os 04/2M' /iADOEo EaENOEo IRON, YG1Ets i aE�ntraa Eo4o SRW aEeaEo T°a-L-Lac srsrEY EHo smEs HOLMF.S MODELS: 48 • • • )L -La v T (a) "T s°n°Y' °mac r"E Fao"r F"cE` SEtiTION 8-B .'.' 'Ah. HAVE ((6 lft. Loc Cl•CHESI ® 1 ..� SyL •O• 0{ OB/u/OS AOOED OPTIORu WPACT RESISTMR LOSS. • . •16• SWK)NS HAVE (4 �•.-LOC CLISCHES. 05 01/08/12AFFIRYEO COMPLIANCE WITH FQC 2010 TRACK CONFIGURATION HORIZONTAL TRACK SUPPORT BY DOOR matu"FR (TO SLU" AT CHED WITH HTE SLI- BETWEEN EACAT At BO. ATTACHED WIN rDO-L-Loc [(a) AT TOP A BOTTOM) MEIAIL_M.,/�• ulu laam »Pc • oOWS NAu�s, tY.OLL FOR LHs TOP BRACH -T D LWILMN K (%Or CENTER). OPt*M OECORAAVL / DOUBLE HORIZONTAL • • • • A • ENAP-W amm. `' RDVI FRYIIEE f` ACAOF. TRACK WE NL011! OF W9yPNmAC�aT0-))A69TAKf oIAEKS C/ (WIEK 'GE SSGiOWIG stl01CWRPL 121RtAL TR ATTACHED TO RAG BRACKET u Y JY • • • R • • STOPs1cSV TION (W-) as nita-OG-THE-TOP rL SfUCOHK: SfNAM. SIM (1) 3/5•J/4• CARNAGE Sou. TRACK fA MAL CLAIM HIE 6 H-1 - IT*. 1 IOW HE pAZING W INJECTION BE EEAA! S11R432r, aiee-A 13 GA GAW. STEEL FUO OYGCL EACH FASIENEO TO - • AN APPRW O CCR PLASTIC W ACCORDANCE AM MOO JAYS Vol (3) 3/1511-i/2. WOW EAG SWASS. RIO/SBCCCIIOrN @-8 2806 SEE FOR ASSEMBLY 47M9. W AGT RES.Sw �'-' VFRixAL iTApN —.0 70 HORIZONTAL DOOR 1 3 4 5 oKE-Pitt! G IECUGH IRAGt MOW (J) iH•a/a• Twtic gals. - T -1 0 - YOfDEo GE LEMu2W_ _ SEE WIERYEa HWCE reME R GG. 3-i 2 _ ¢' -0 10 34 SB DEIAO.. 1'OLYSTYWHE RETWER SC _B 94•- Sd 56 B2 FASTENED 10 FRWE WIN S a' aALV. STEEL TRACK - 1 2 10 SEE END (ONCE OEM(10 ISA 3 e• PAN HEM - ,L. TRAP( iwCKtffSS 0.080•. 1 -1 1 - 1 { Loa PovnaveoTx SmEs). SEE 2 -O 135 t f • t LAYOUT OF Loa FOR DETAILS_ TABLE 1 14•F a A2. NUEdBER C 4fl�T H68T BOA • SOODCRAR! TEKTURE. RAMP PAR GKN. WTFR. SFOES DOORSECTIWGIff ONS• xs PREPARATION OF JAMBS BY OTHERS 4F eT11006RAO1 R P Y. ORTFJL T— NOTE: THE DESIGN O' THE SUPPORTING STRUCTURAL ELEMENTS SWSL CORD FOR THE LOCATION OF O e •Sa•S-. SUILOING BE ME OR STRRUCTURE AND W ACCORDANCE MSIBSTITIf OF THE PROFESSIONAL OfHCURRENT 0WLQNG OPTIONAT. VAS 0009 Wool - V -O` ^i SECTION A -A '.%1 CODES FOR THE LOADS LISTED ON THIS oRAYPWa. • utnAK Jra am4R u• a n• In. INSIDE ELEVATION (,a;. °'2u,3; ,•,j"'no E �, WITH -j 2' RSGH JAMB TO SUPPORTING STRUCTURE ATTACHMENT NOHoltzLOAD F (r°P Q-40 AALVAw2Wa. BAKED -ON PRWER (NO LOAD PINTY SNAP INCH ENOAOES AND A BAKED -1H POLYESTER PAINTED (•y(g; ONTO VERTIM TRACK. TRIP COAT APPLIED TO BOTH BEES OF 1. ALL THE LOAD FROM INC DOOR IS TRANSFERRED TO THE TRACK AND LIEN FROM THE TRACH TO THE 2,6 kx ONE SNAP LATCH ON EACH ENO STEEL SIGN. (TASTY R. A853). "y VERLGL sYP (GRADE 12 OR BETTER) JAMBS. No LOAD FROM THE DOOR IS TRANSFERRED TO THE Sq>E OF ��ROOOR. UTTER. STILE ••j H M ofRAl (Top) JANIT WTER. STILE STILE BSM SL1 BOLT Loa 2. ALL JAVB FASTENERS WY BE (BUT ARE NOT REQUIRED 70 BE) COUNTERSUNK 70 PRONOE A FLUSH OUTSIDE GUIDE END EHE' S H4To 12 GA. OALV. STEEL TOP 3. A 1/3 STRESS INCREASE FOR WAND LOAD WAS NQL USED W THE CALCULATION OF AIDOARLE LOADS FOR TYPE FASTENER TSIDE END HANDLE SIRE ENRAGE. TRAM. ROLLER BRACKET ANCHORS ANO FASTERM FOR STEEL. CONCRETE AND MASONRY. WKErEo sTDE LOCH BARONE EACH LyOCHpE 2-1/2• : s-3/a�. W_OOD FRAME BUILDINGS HANDLE II WgDE IWIDLE ENGEM W DOOR. Ly�(4JBRaCSEr A SHEET 9(UD l4AlA8 OF DOOR OPENWG 9WA iRaHID SOLO BY NOT LFSS LAN (3) 2.6 PRESSURE 1REAlEO S7 YAL OIC. TRACK ON W GAME /2 OR BETTER) WOOD STUDS OF A STRESS GRADE NOT LESS THAN 1200 PSI N010NN. EXtREYE RBFH OUTSIDE NFATn TOCK FACH SIDE WSOE SLWE BQT "T' STRESS W BENOWG (FJ. 87110 STALLS TO w COHUtUW4 FROM FOOTING 70 TIE BFALIS. c-hA L TCH L OPRON MM AAAI IECKWG OF 00061. LOON OP110N ac"M12 OR CONCRETE 14 RIA QALY. STEEL 2A8 SIP (GRADE LZ LO BETTER) WOOD JAMB SHALL EO ANCHORED 70 C1WN REIAO'ORCEO WITH WALL 061 '�rFASTENID TOEACH ENO CONCRETE COLVLII. BLOCK MULL CELLS SHALL BE FR,tEO WITH CONCRETE AND pEiNFORCED WITH REBtFOflCINQ 2ta VERRCAL JAVB P-1/4' SIRS ET0 F0NG MO THE = WG AAO IRO 1tMEAMS. —M BMS SHAL -A C C&ICR S FRAY THE TLE BARES IAL 14A3/8• BEASTS D FOETUS PER &.Oa WALL OR CONCRETE COLUMN. BLOCK WAtt3 AND COVCREEE COLWWS TO BE { 14i3/e• SHEET YEW. SHIP IAP JOWLS.. SHEEN AL OESONEO BY THE BOLOWO ENGINEER OR ARCHITECT OF RECORD. & (4) 1/1• SELF ( —TPRODUCT RENSWED TAPPWD 4" SELF f) • GANNET MEJUTAGiED WTALTH CENTEROSOJNCE. SC- 1Yb. • - FWBT AxCC�,SL�W STARLNO FROM IW 12 GA G'ALY. STEEL iDNA wCHEeT ANCHOR/SCREW WS@ALIO Ar LFA4r AS HON AS TLO ODORBRACKET iASTfNEO t0 PW00ALt1YWUb1Ex1aSION E YWYL YJGIHEINSTRiP, EIRRUSIOLF L / AT NO MOS THAN tALiW.2. 11 es%ft BPATH ONE Vi8•ci-1/2• ATGONED =4I.M."t SELF tAPPIm scRFWs Ar AL1W000 t"c SCReW tlERr.Ou �k` 2-1/4• TAR It a0 QA GAI,v. CENTER SPACNO ((a) SCREWS ON 9W DOOR) ,9N LOADS: +42.0 PSF & -48.0 PSF. 18 GA GALL SUR "N E6 HINGE FAS". DTDCEDER °� Do VqGARS L° { 1413/4 sai YAEOS oC9C T�5a�GNDc ASID TAWS THE PHSIER) SECTON. EIfCEPT 1wA0 .4 m ilt0 RANaS •^W„q,y, ,iY ; COn'1 Un 7740-48WMD iWwC11 IIAS OGT . -� By ONE UN ONE U -BAR. FAUN U -BAR AITAom WT” 1/�' 9ELF JAMB CONFIGURATION M i PR duFtia0oT4 SCREWS AT EACH. (2) SAPPING AT EACH ENU AND STOP MOULD= BY DOOR BRERYED. SIRE LOCATION. .. .......... WSTARER (TO SUI) 20 CA YOM. OALV. STEED. END SIRE. 2-51W.2• ?0 OA YIN. GALE STEEL WTERY. STILE rW •.. 13 OA MV. STEEL BOTTOM BRACKET (3-1/2• x 5-1/2) 2E._�.j� _L r-^:.�•_;;j" 3(�V�Li(�7LYf3*IT� . .� t�2ii1-'•-" iR'�"C•➢I��➢1�ETZ]Gll 'a7iirnliVr B(II7GSi -)TAUT iTi"Jt�C�.*C..T.r'1Q!T_- ITEII1f3[*i'!ri nsll: 00W; ME3a •�.IL'�?��{(�[Ir.11CLYF�1r7i�:.DIST.N�>E:-'3FIIIr':�S1Bfl.�.?i'L`.;C?�1� _!;L)� MET, .74 m i • GANNET MEJUTAGiED WTALTH CENTEROSOJNCE. SC- 1Yb. • - FWBT AxCC�,SL�W STARLNO FROM IW 12 GA G'ALY. STEEL iDNA wCHEeT ANCHOR/SCREW WS@ALIO Ar LFA4r AS HON AS TLO ODORBRACKET iASTfNEO t0 PW00ALt1YWUb1Ex1aSION E YWYL YJGIHEINSTRiP, EIRRUSIOLF L / AT NO MOS THAN tALiW.2. 11 BPATH ONE Vi8•ci-1/2• ATGONED =4I.M."t SELF tAPPIm scRFWs Ar AL1W000 t"c SCReW tlERr.Ou �k` CENTER SPACNO ((a) SCREWS ON 9W DOOR) ,9N LOADS: +42.0 PSF & -48.0 PSF. 18 GA GALL SUR "N E6 HINGE FAS". DTDCEDER 2' GALL STEEL =TRACK STIVE O/(4) EACH 114,SJW SKEEt META SCROVS. TDLERAPIGES� 40 a 3.03 L c PAGE. UAIL SIZE 70 TRACK ORaCKET3. EACH `•A••a'// O s w0.ff staro On.r.i a .Om = t.ors ' H. 1 OF 1 9VIN x 12'0'H BRACKET ATTACHED -- QIu 7/ V. ROUND, mmm is WST * aE EACH Cum Cwt. BIG 1/41S/e• BOLT &NUT DQ TWO IN CA DKV. STEEL 6610 LONGE FASTENED 10 EBTI S711E8 W/({) GCl/ ® Od 0080 o t.�7 BA7G ) 0 e 1/4• RIVETS. Jtw/6• SHEET YETK SCRIMS ° N) V4• SRF TATBG 9gEO6 ®� i77 De9mas = *t/2' °EscRrorroH' SINGLE CAR W7 PAH DOOR THIS PROODCT Cwows TO - I CL PAY BW(.DINO PRODIXTS? .j DRAWN BY. WITH IMPACT RESISTANT LITES THE ENENTS OF THE 2007 2. 10 BALL STFEi. ROLLER ((1-3/ifi12/i8'Aa7 Products 8585 DUKE BLVD. aaAYIND nvReER. vEw ,� 20H) /B�.uilding AND 2ot0 NBC. WITH STEEL oR NriTON 1186 MASON. OHIO 4 X403, R 702 ,iY ; COn'1 Un 7740-48WMD IDENTIFY• OP ENINGS ALPHABETICALLY ON E OPENINGS FROM BOTTOM TO TOP WITH SjJg LEVATION SHEETS. IDENTIFY VERTICALLY F:1dat2\suildin 10 NUt`�ERS ' (A. A1, A2, ETC.). CA LY S TACKED GLASS IN THE SAME 3\ bby fO—\P-pp..-, review form c 1 O8.doc 5 :•:: ' .: DUCT A. )=,n-,TAL REV FORM • • . ••• • • . • • ... PAGE OF CONTRACTOR NAME:TIS ear N4 - SITE i,Z37 ADDRESS; � • E, el3 ••• : .•. X00 .• . PERMIT # • ••.• • 2., ••• 3 OPENING • 4 . PRODUCT PRODUCT APPROV,AI,PRESS.5 LOCATION �,GCEP�N� RATING READ. PiIiN18 • • • • F . DESIGN PRESS.RATING RATING • • • • ' ' • • • _ FOR SPECIFIC OPEN. OPENING SIZES SHUTTERS • • • • • •• • 1 •• • • • • • ••• • (+)PSF (-)PSF (+)PSF REQUIRED? (-)PSF WIDTH X AREA IN ZONE # YIN HEIGHT SQ FEET y ,v IDENTIFY• OP ENINGS ALPHABETICALLY ON E OPENINGS FROM BOTTOM TO TOP WITH SjJg LEVATION SHEETS. IDENTIFY VERTICALLY F:1dat2\suildin 10 NUt`�ERS ' (A. A1, A2, ETC.). CA LY S TACKED GLASS IN THE SAME 3\ bby fO—\P-pp..-, review form c 1 O8.doc 5