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WS-12-1278Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 177837 Permit Number: WS -7 -12 -1278 Scheduled Inspection Date: October 01, 2012 Permit Type: Windows /Shutters Inspection Type: Final Owner: BURNSIDE, JEFFREY Work Classification: Window /Door Replacement Job Address: 290 NE 98 Street Inspector: Bruhn, Norman Miami Shores, FL 33138- Project: <NONE> Contractor: ALPHA WINDOWS & DOORS Phone Number (305)757 -4955 Parcel Number 1132060134150 Phone: (954)781 -5180 Building Department Comments REPLACE THREE DOORS AND 1 WINDOW Passed 9/1/0.1, Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 177836. CREATED AS REINSPECTION FOR INSP- 175716. September 28, 2012 For Inspections please call: (305)762 -4949 Page 10 of 36 Miami Shores Village Building Department '10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PRONE NUMBER: (305) 762.4949 P�2 -S IL ING PERMIT APPLICATION Permit Type: JOB ADDRESS: 2 t fG 4 �- ECEVVE ' JUL 11 FBC 20 IJO Permit No. Master Permit Noked $ -1171y4 ROOFING City: Miami Shores County: /R Miami Dade Zip: 2 3 Folio/Parcel #: I 1 '2_6(0 - (313- L1 16 U Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder ): �1 RA . 1--`-��' Ce Phone#: s Address: 4;10 fL• Ti of City: Y \ CtinA t S'aAOr State: 'R— Tenant/Lessee Name: Email: Zip: Phone#: '3'5163 CONTRACTOR: Company Name: alora V' initp V Y o i OM Iu Phone#: -1 fl -51 Sic Address. 6q0 &14) -k4 , If f City: 1 tD y�Ee� n State: .4 Qualifier Name: M Y 0Ow +14 7fA4. -" Phone#: State Certification or Registration #: 1 ,I 1A j 0 Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ !—v 0 Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration UNew /�,+1 QRepair/Replace ❑Demolition Description of Work: �nr`ee imp &1 ! c irs Ont w j nclOLAJ Color thru tile: ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ees ** * * * *a� **** * * *�x * **** *** ** * ** � * * * * * * ***** Submittal Fee $93 Permit Fee $ 1. `CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ _ Structural Review $ j j TOTAL FEE NOW DUE $ l Q * DO Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attac o, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection whit o = en (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not -e app r j . and a nsr1Lion fee will be charged. Si ature6 Signature Agent ° Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this ST' day of . 20 I Lby Cl IS' e lie Ko gtr. c , day of JX-- , 20 IL., by MO Lh'l¢ f --(ct zv ✓'f — , o is personally known to me or w'io -.. produced NOTARY PUBLIC: Sign: Print: My Commission Expires: and who did take an oath. i OTM Y FU�LIC $TATS OF FLOZDA ",, William R. Thomas k s Commission #DD86S129 Expires: MAR. 23, 2013 BONDED TI1RU ATLANTIC BONDING CO.,INC. **** * *** , ******,x**a,+a+u**x *** * ***** ,**** *+ *** * *** *,a*** * ** ***** a,x**** , *** *** ** x**** a,a****** x,x+xxx*,xa+******x * ** or who has produced n and who did take an oath. NOTARY PUBLIC: Sign: Print: NOTARY PUBL1C4TATE OF FLORIDA William R. Thomas My Commission Expo ED BRU Commission s: #DDA MAR. 238625129 , 2013 BOND T ATLANTIC BONDING COoNC. B �� �� Plans Examiner APPROVED BY Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk r is ida e.gov My Home Property Information Report Summary Details: Folio No.: 11- 3206-013 -4150 Property: 290 NE 98 ST Mailing Address: GISELLE L KOVAC TRS GISELLE L KOVAC 290 NE 98 ST MIAMI SHORES FL 33138- Pro aerty Information: Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/3 Floors: 2 Living Units: 1 Adj Sq Footage: 3,477 Lot Size: 11,909.40 SQ FT Year Built 1941 Legal Description: MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 1 & 2 BLK 31 LOT SIZE 103.560 X 115 OR 20204-2023 0202 1 OR 27492 -47621110 01 Assessment Information: Year 2011 2010 Land Value: $148,439 $185,548 Building Value: $309,482 $311,237 Market Value: $457,921 $496,785 Assessed Value: $457,921 $279,821 Exemon Information: pti Year. 2011 2010 Homestead: $25,000 $25,000 2nd Homestead: YES YES Taxable Value Information: ear. 2011 2010 axing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $ 50,000/$407,921 $50,000!$229,821 Taxable Value Information: ear. 2011 2010 axing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $ 50,000/$407,921 $50,000!$229,821 County: $ 50,000/$407,921 $50,000 /$229,821 City: $ 50,000/$407,921 $50,000 /$229,821 School Board: $25,000/$432,921 $25,000/$254,821 Sale Information: Sale Date: 11/2010 Sale Amount $620,000 Sale O/R: 27492 -4762 Sales Qualification Description: Sales qualified as a result of examination of the deed View Additional Sales jClose windowl [Click here to Printl This report was created on 6/28/2012 9:04:31 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. " NOTICE OF COMMENCEMENT 111 "i11„" '�'i'1 11111 11 11 11111 1111111 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTI F 0 0 7 1 2 Pk 28173 Ps 1388; (199} 22 RECORDED 07/03/2012 11:23:20 PERMIT NO. TAX FOLIO NO. I IU O�� I�CRII I�'I -t}Afk COUNTY, FLORIDA LAST PAGE STATE OF FLORIDA COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. L • al descri • on of p • party = d -t / add - • UI —AA • 1 . 1 �-- I. K op 2. Descri tion of improvement: lip Interest in property: Name and address of fee simple titleholder. 5. Surety. (Payment bond required by owner from contractor, if any) Name and Address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this •� ant date ;. _ -- 1 i Fir / of Commencement (the expiration date is 1 year from the date of recording unless a marret,,- Willi mn R. Thomas er )Commission #DD865129 ''...,,..r Expires: MAR. 23, 2013 �so�Enx�ax�rres�nm�,nv Print Owner's Name ( ®V /�1� Prepar ri ty , l ( ca Sworn to and subscribed before me this 2— day of Notary Public: Print Notary's Name: g TLw,..�w My commission expires: L(7 , 20 STATE OF FLORIDA, COUNTY OF DADE 1 HEREBY CERTIFY that this is a true copy of the original filed in this office on day of ,A020 WITNESS my ha,. f •lfocial Seal. I1ARVEY RU ��N ,� , of Circuit and County Courts ,Ty / = D.C. Address: Sb 4,,r2 Co LO A1/414 LK, I 33o 73 2010 FLORIDA BUILDING CODE /ASCE 7 -10 WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING For Buildings with a Mean Roof Height of 60 Feet or Less DESIGN PRESSURES FOR INTERIOR ZONES ("Zone ")_ Mean Roof Height Tributary Area (sq. ft) (ff 10 5 20 25 30 35 40 45 SO ®I 48.6 -52.7 47.3 -51.4 46.4 -50.5 ;� 45.I - 49.3 44.6 -48.8 44.2 -48.3 43.9 - 48.0 43.5 -47.6 -65.1 .9 .9 2 45.6 45.2 44.7 44.4 44.0 -53.3 -52.0 -51.1 -50.4 - 49.8 -49.3 -48.9 - 48.5 -48.2 17 49.7 48.4 47.4 46.7 46.1 45.6 45.2 44.8 44.5 17 -53.9 -52.6 -51.6 -50.9 -50.3 -49.8 -49.4 -49.0 -48.7 18 50.2 48.9 47.9 47.2 46.6 46.1 45.7 45.3 44.9 18 -54.4 -53.1 -522 -51.4 -50.8 -50.3 - 49.9 - 49.5 -49.2 19 50.6 49.3 48.4 47.6 47.0 46.5 46.1 45.7 45.3 19 -54.9 -53.6 -52.7 -51.9 -51.3 -50.8 -50.4 -50.0 -49.6 20 51.1 49.8 48.8 48.1 47.5 46.9 46.5 46.1 45.8 20 -55.4 -54.1 -53.1 -52.4 -51.8 -51.3 -50.8 -50.4 -50.1 52.0 50.6 49.6 48.9 48.2 47.7 47.3 46.9 46.5 -56.4 -55.0 -54.0 -53.3 -52.6 -52.1 -51.7 -51.3 -50.9 24 52.7 51.4 50.4 49.6 49.0 48.5 48.0 47.6 47.2 24 -57.2 -55.8 -54.8 -54.1 -53.5 -52.9 -52.5 -52.1 -51.7 26 53.5 52.1 51.1 50.3 49.7 49.1 48.7 48.3 47.9 26 -58.0 -56.6 -55.6 -54.8 -54.2 -53.7 -53.2 -52.8 -52.4 28 54.2 52.8 51.7 51.0 50.3 49.8 49.3 48.9 48.5 28 -58.8 -57.3 -56.3 -55.5 -54.9 -54.4 -53.9 -53.5 -53.1 54.8 53.4 52.4 51.6 50.9 50.4 49.9 49.5 49.1 -59.5 -58.0 -57.0 -56.2 -55.6 -55.0 -54.5 -54.1 -53.7 32 55.5 54.0 53.0 52.2 51.5 50.9 50.5 50.0 49.7 32 -60.2 -58.7 -57.7 -56.9 -56.2 -55.6 -55.2 -54.7 -54.4 56.0 54.6 53.5 52.7 52.0 51.5 51.0 50.6 50.2 -60.8 -59.3 -58.3 -57.5 -56.8 -56.2 -55.7 -55.3 -54.9 36 56.6 55.1 54.1 53.2 52.6 52.0 51.5 51.1 50.7 36 -61.4 -59.9 -58.8 -58.0 -57.4 -56.8 -56.3 -55.9 -55.5 57.1 55.6 54.6 53.7 53.1 52.5 52.0 51.6 51.2 - 62.0 -60.5 -59.4 -58.6 -57.9 -57.3 -56.8 -56.4 -56.0 ao 57.6 56.1 55.1 54.2 53.5 53.0 52.5 52.0 51.6 - 62.5 -61.0 -59.9 -59.1 -58.4 -57.8 -57.3 -56.9 -56.5 58.6 57.1 56.0 55.1 54.4 53.8 53.3 52.9 52.5 - 63.6 - 62.0 - 60.9 -60.1 -59.4 -58.8 -58.3 -57.8 -57.4 as 59.5 57.9 56.8 56.0 55.3 54.7 54.1 53.7 53.3 - 64.5 - 63.0 - 61.9 - 61.0 -60.3 -59.7 -59.2 -58.7 -58.3 52 60.3 58.7 57.6 56.7 56.0 55.4 54.9 54.4 54.0 52 -65.5 - 63.9 - 62.7 - 61.9 - 61.1 - 60.5 -60.0 -59.6 -59.1 56 61.1 59.5 58.4 57.5 56.8 56.1 55.6 55.1 54.7 56 - 66.3 - 64.7 -63.5 -62.7 -61.9 - 61.3 -60.8 -60.3 -59.9 60 61.9 - 67.1 60.2 - 65.5 59.1 -64.3 58.2 - 63.4 57.4 - 62.7 56.8 - 62.1 56.3 - 61.5 55.8 -61.1 55.4 -60.6 DESIGN PRESSURES FOR EXTERIOR ZONES ("Zone 51 CATEGORY Engineering Services, Inc. 1600 S. Federal Hwy Ste 207, Pompano Beach, FL 33062 (954) 784 -6991 Tel / (954) 781 -5708 Fax / info @c5es.com / CA Mean Roof Height Tributary Area (sq. ft) ft 10 15 20 30 35 40 45 SO T5 0 48.6 47.3 46.4 45.7 45.1 44.6 44.2 43.9 43 5 -65.1 - 62.5 -60.7 -59.3 -58.1 -57.2 -56.3 -55.6 -54.9 49.2 47.9 46.9 • . 45.6 45.2 44.7 44.4 44.0 -65.8 - 63.2 - 61.4 -60.0 -58.8 -57.8 -57.0 -56.2 -55.5 17 49.7 48.4 47.4 46.7 46.1 45.6 45.2 44.8 44.5 - 66.5 - 63.9 -62.0 -60.6 -59.4 -58.4 -57.6 -56.8 -56.1 18 50.2 48.9 47.9 47.2 46.6 46.1 45.7 45.3 44.9 - 67.2 - 64.5 - 62.7 - 61.2 -60.0 -59.0 -58.1 -57.4 -56.7 19 50.6 49.3 48.4 47.6 47.0 46.5 46.1 45.7 45.3 - 67.8 - 65.1 - 63.3 - 61.8 -60.6 -59.6 -58.7 -57.9 -57.2 20 51.1 49.8 48.8 48.1 47.5 46.9 46.5 46.1 45.8 - 68.4 -65.7 - 63.8 - 62.3 - 61.1 -60.1 -59.2 -58.4 -57.7 52.0 50.6 49.6 48.9 48.2 47.7 47.3 46.9 46.5 -69.6 - 66.8 - 64.9 - 63.4 - 62.1 - 61.1 -60.2 -59.4 -58.7 24 52.7 51.4 50.4 49.6 49.0 48.5 48.0 47.6 47.2 -70.6 -67.8 - 65.9 - 64.3 -63.1 - 62.0 - 61.1 -60.3 -59.6 26 53.5 52.1 51.1 50.3 49.7 49.1 48.7 48.3 47.9 -71.6 - 68.8 -66.8 - 65.2 - 64.0 - 62.9 -62.0 - 61.2 -60.4 28 54.2 52.8 51.7 51.0 50.3 49.8 49.3 48.9 48.5 -72.5 - 69.7 - 67.7 -66.1 - 64.8 -63.7 - 62.8 - 62.0 -61.2 54.8 53.4 52.4 51.6 50.9 50.4 49.9 49.5 49.1 -73.4 -70.5 -68.5 - 66.9 - 65.6 - 64.5 - 63.5 - 62.7 -62.0 32 55.5 54.0 53.0 52.2 51.5 50.9 50.5 50.0 49.7 -74.3 -71.3 -69.3 - 67.6 - 66.3 - 65.2 - 64.3 - 63.4 -62.6 56.0 54.6 53.5 52.7 52.0 51.5 51.0 50.6 50.2 -75.0 -72.1 -70.0 - 68.4 - 67.0 - 65.9 - 64.9 - 64.1 -63.3 36 56.6 55.1 54.1 53.2 52.6 52.0 51.5 51.1 50.7 -75.8 -72.8 -70.7 - 69.0 - 67.7 - 66.6 - 65.6 -64.7 -63.9 57.1 55.6 54.6 53.7 53.1 52.5 52.0 51.6 51.2 -76.5 -73.5 -71.4 - 69.7 - 68.3 - 67.2 - 66.2 -65.3 -64.6 57.6 56.1 55.1 54.2 53.5 53.0 52.5 52.0 51.6 -77.2 -74.2 -72.0 -70.3 - 69.0 - 67.8 - 66.8 - 65.9 -65.1 58.6 57.1 56.0 55.1 54.4 53.8 53.3 52.9 52.5 -78.5 -75.4 -732 -71.5 -70.1 - 68.9 - 67.9 - 67.0 -66.2 59.5 57.9 56.8 56.0 55.3 54.7 54.1 53.7 53.3 -79.7 -76.5 -74.3 -72.6 -71.2 -70.0 - 69.0 - 68.0 -67.2 52 60.3 58.7 57.6 56.7 56.0 55.4 54.9 54.4 54.0 -80.8 -77.6 -75.4 -73.6 -72.2 -71.0 - 69.9 - 69.0 -68.2 56 61.1 59.5 58.4 57.5 56.8 56.1 55.6 55.1 54.7 -81.8 -78.6 -76.3 -74.6 -73.1 -71.9 -70.8 - 69.9 -69.1 60 61.9 -82.8 602 -79.6 59.1 -77.3 58.2 -75.5 57.4 -74.0 56.8 -72.8 56.3 -71.7 55.8 -70.7 55.4 -69.9 General Notes 1 These tables list allowable pressures (W,d), given as 0.6 *W„,, where W„n is the wind pressure calculated in accordance with Chapters 26 and 30 of ASCE 7 -10 using the ultimate design wind speed (Vult) and the variables given herein. 2 These tables are not valid as a site - specific drawing 3 No alterations or marldngs on this document are permitted 4 These tables apply to walls and vertical surfaces only. 5 Use of these tables, and the values and coefficients listed herein is to be dictated and verified by the governing building department and permit holder. 6 These tables are intended solely to illustrate design wind pressures as listed. No other warranty or certification is intended or applicable. 7 This document is the work and property of Emma T. Mellinger, P.E., and shall not be reproduced in whole or in part without her express written consent. ULTIMATE WIND SPEED (mph) = 175 EXPOSURE CATEGORY = D Tables are valid for the folowina condltlons only: 1 Wind Speed, (V„y, 3- second gust) ° 175 mph 2 Risk Category: II (General Residential and Commercial Construction). 3 Exposure Category D 4 Topographic Factor (Kzt): 1.0 (Flat Terrain) 5 Directionality Factor (Kd): 0.85 6 For situations requiring Kd =1.0, multiply the values in these tables by 1.18. Verify Kd requirements with local building official and product approvals before use. 7 Enclosed Building: Gcpi = 0.18 Consult an Enalneer for any other conditions Instructions 1 Tables show the °worst case" design pressures, with any unknown variable at its critical condition. 2 Tables are valid for any roof slope. For reductions for roof slopes less than 10 degrees, consult Engineer for site specific analysis. 3 Calculate the average roof height. If average cannot be determined, use the peak roof height. Round up the roof height to the next highest table value. 4 Calculate the tributary area (length x height) of the opening in question Round the tributary area down to the next smallest table value. If the tributary area is unknown, use the most critical value (10 square feat). 5 Area between structural mullions shall be used as tributary area 6 Determine the Zone (Interior 4, or Exterior 5) of the opening. An opening with any portion closer than distance °a° to a building corner shall be considered in an Exterior Zone (5), otherwise if all of the opening falls more than distance "a" from a building corner, the opening shall be considered in an Interior Zone (4). 7 Distance "a," as iefned to above, shall be calculated as the smaller of 10% of the minimum building width or 40% of the height, but not less than 3 feet. 8 Read the worst case positive and negative design pressures for use as required by governing building department. Emma T. Mellinger, P.E. FL P.E. # 50049 Ef 1 Date: April 5, 2012 Not Valid without Signature and Raised Embossed Seal T N 198" ma_ noa 312" ECEVVED JUL 1 1 2 --- Giselle Kovac 290 NE 98 St. Miami Beach, FL 33138 Miami Shores Village APPROVED ZONING DEPT BY BLDG DEPT 04 DATE SUBJECT 10 CCP,IPLIANCE W1 R-1 ALL FEDERAL STATE ANL) 01,13N I (rit.,LES AND REGULATIONS 200" 'K00 1H' 86" �1d4. !Z- o2.0 ?_O3 Euro FD 4 Go. `� �. 36 x 83 3/4 -- Mark1 86 "-�I Euro FD 47 x 81 3/4 Mark 4 -- ) ILA CrLog i SCE JUL 1.1 TM. Case 37x 50 5/8 Mark 3 —51.1 oy4 /1 - co3 Dkf Euro FD 32 3/4 x 81 1/2 Mark 2 — Sl. II (Z- 0LO3 .03 120" N N DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND • ' ± .ISTRATION DIVISION CE OF �.4 CE (NOA) IAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.m ia mid ade.eov /nera/ Eurotec ndustries, Inc. 4201 E 12 Terrace Fort Lauderdale, FL 33334 SCOPE: • 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 hive 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, �.e High Velocity Hurricane Zone. ESCRIPTION: Aluminum Outswing Entrance Door -LMII APP 1 * •1 1 1 CUMENT: Drawing No. W04 -01 Rev C, titled "Aluminum Outswing Entrance Door", sheets 1)hrough 5 of 5, dated 01/15/04 and Iast revised on FEB 01, 2012, prepared by AL -Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the No ice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. ISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure capacity Single doors VS glazing types and double doors Vs water ratings in sheet 2. 2. Single or double doors may be mulled with approved clipped mullion or sidelites or transom (under separate approvals), lower design rating shall apply and such installation to be reviewed & approved by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved ", 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 revises NOA # 09- 0310.05 and consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. MIAMI DADE CCU APPROVED NOA No 12 -02 Expiration Date: June 10, 2014 Approval Date: May 03, 2012 Page 1 Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. `DRAWINGS • 1. Manufacturer's die drawings and sections (transferred from file # 09- 0310.05) 2. Drawing No. W04 -01 Rev C, titled "Aluminum Outswing Entrance Door ", sheets 1 through 5 of 5, dated 01/15/04 and last revised on FEB 01, 2012, prepared by AL- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (transferred from file # 09- 0310.05) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Teat, Loading per FBC, TAS 202 -94 ,. 3) Water Resistance Test per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 5) Large Missile Impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 08 -2021, 08 -2022, 08 -2023 and 08 -2024, all dated 03/15/08, signed and sealed by Candido Font, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 32.1 and TAS 202 -94 5) Large Missile Impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI 03 -1882, 08 -1889, 08 -18890 and 08 -2024, dated 01/15/04 thru 02/09/2004, all signed and sealed by Rafael E. Droz -Seda, P.E. (transferred from file # 08- 0507.10) Tensile Test prepared by Hurricane Engineering & Testing, Test No. HETI- 04 -T100, dtd 01/29 /04, tested per ASTM E8 -01, signed & sealed by Rafael E. Droz -Seda, P.E. . CALCULATIONS 1. Anchor verification calculations, complying with FBC 2010, prepared by Al Farooq Corporation, dated FEB 02, 2012, signed and sealed by Javad Ahmad, P.E. 2. Anchor Calculations and structural analysis, prepared by A1- Farooq Corp., dated 04/28/08 and last revised on 06- 02 -09, signed and sealed by Arshad Viqar, P.E. (transferred from file # 09- 0310.05) 3. Glazing complies w/ ASTME - 1300 -02 & -04 . QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). . MATERIAL CERTIFICATIONS 1. Notice of AcceptanceNo. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ' Plus ", expiring on 11/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB interla " •'ring on 12/11/16. • STATEMENTS 1. Statement letter of conform • ► ce to F a ' 2010 & no fin : cial interest, prepared by Al Farooq Corporation, dated 4 ed by Javad Ahmad, P.E. 2. Lab compliance as part of the a•• ced test report. . OTHER 1. This NOA revises NOA # 09- 0310.05, expiring on June 10, 2014. 2. Test proposal # 07 -3527 approved by BCCO. \SL64 Ishaq I. Chanda, P.E. Product Control Examiner NOA No 12- 0208.03 Expiration Date: June 10, 2014 Approval Date: May 03, 2012 E -1 {sNp0t,1of 5;) I Y I 1 I I II 11 I FrR S�TME NOA 11 1 i1 RATING' D DETAILS 1i I II II Ir ;I 5" MAX. HEAD /SILL CORNERS • DOOR HINGES SEE SHEET 2 FOR QUANTITIES & CAPACITY 42° FRAME WIDTH 13" MAX. HEAD /SILL (2) ADO- ANCHORS AT 3° 0.C. AT MTG. STILE ENDS REQ: FOR WOOD OR 8000 BUCK INSTALLATIONS ONLY DOOR HINGES SURFACE APPLIED SEE SHEET 2 FALSE MUNTINS FOR QUANTITIES MAY OE USED & CAPACITY 11 \ \ ,ALUMINUM OUTSWING ENTRANCE DOOg APPROVAL APPLIES TO SINGLE (x) AND DOUBLE (xx) LEAF DOORS. ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WUH SIDEUTES USING MIAMI -DADE COUNTY APPROVED MUWONS IN BETWEEN. ALSO SINGLE AND DOUBLE DOORS WUH OR WITHOUT SIDEUTES IN COMBINATION WITH TRANSOMS USING MIAMI -DADE COUNTY APPROVED MUWON IN BETWEEN. LOWER DESIGN PRESSURES FROM DOOR. SIDEUTE OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. 31 3/4" O L OPG. 39 1/8" THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WDH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. LEAF WIDTH 75 3/4" FRAME WIDTH 13" MAX. HEAD /SILL E I SEE SEPARATE NOA 1 FOR SIDEUTE RATING AND DETAILS I 5" MAX. HEAD /SILL CORNERS \ \ II \ II u__- II ii i\ IN- A4ITIVE \\ LEAF \ - == ==3C == == 11 / / /� li / II/ �1( - --- / Ill 1 / L — — }- al 1- S MIAMI -DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ELEVATION5 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. "4"Qi=t2111PiliWwIlli Ike Molds IN 1 -020; 02. CrLIIfr- E!181LAVMAO • CAN: 3153870552 z gt x. LL 8g o s W am W Z N g K § O Z � 5 F3 a c 0 r S g co L-. 4 0 drawing no. W04 -Q DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR -SIZE GLASS TYPE 'A' GIA38 •. , '8' HEIGHT EXT. (+ INT. - 5/0 �1@J _ 83.0 Iltariii ' QQ' 75.0 85.0 3/8 ilL�u► 75.0 ,e 85.0 2/6 7/0 75.0 85.0 3/0 7/0 75.0 85.0 3/6 8/1 75.0 85.0 2/6 INSTALLATIONS WHERE WATER INFILTRATION 75.0 85.0 3/0 8/0 75.0 85.0 3/8 8083 -T6 73.0 85.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REWIRED. LOCKS SINGLE DOORS; 3 POINT LOCK SYSTEM AT ACTIVE LOCK SIRE 36' FROM BOTTOM. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. STRIKE PLATE 1 -I/4' x I/4° x 18 -1/4• LONG ATTACHED WR 1 (2) 18 X 3/4° SIAS TINGES SINGLE DOORS; TWO -HANDED COMB FOND EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (5) PER LEAF AT 8', 12'. 35', 63 -1/2' AND 92 -1/2 FROM TOP OF DOOR DESIGN LOAD CAPACITY - •_. SINGLE (X) DOORS L..,0�011 � C,�� SIZE GIA38 •. , '8' = EXT. (+ ANT. (-) 5/0 �1@J 75.0 140.0 i y,� 75.0 75.0 140.0 ilL�u► 75.0 ar.11 2/6 7/0 73.0 75.0 3/0 4 �140.0 .r,° I 140.0 3/3 8/1 0.0 140.0 2/6 INSTALLATIONS WHERE WATER INFILTRATION 100.0 ,140.0 3 is 100.0 140.0 ASTRA041. STILE 8083 -T6 100.0 140.0 T/ ' APPROVED FOR INSTALLATIONS '.'- WATER INFILTRATION RESISTANCE IS REWIRED. LOCKS SINGLE DOORS; MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART 102181 ATTACHED WITH (4) 110 X I -1/2° STS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 38' FROM 801101, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. STRIKE PRATE 1 -1/4° x 1/4' X 16-1/4" LONG ATTACHED WITH (2) 18 X 3/4' SAS B INGES SINGLE DO RS; TWO- HANDED COMB HIND EXTRUDED ALUMINUM BRIDGE 2 BY (N SSE' (7) PER LEAF AT 7/0 AND 8/0 OWLS AT 3', 9° AND 26 -3/8' FROM TOP AND 80TTOM. ONE AT MIDSPAN (6) PER LEAF AT 6/8 DOORS AT 3'. 9' AND 28 -3/8' FROM TOP AND BOTTOM ) • DESIGN LOAD CAPACITY - PSF DOUBLE (XX) DOORS DOOR SIZE GLASS TYPE 'A' OR 'B' WIDTH HEIGHT EXT. ( +) Mt (-) 5/0 AS RE00. 75.0 75.0 8/4 6/9 75.0 75.0 5/0 " 8063 -T6 75.0 73.0 6/4 7/0 73.0 75.0 5/0 4 75.0 75.0 8/4 8/1 75.0 75.0 LOADS SHOWN ABOVE ARE FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE 5 NOT REWIRED. LIMIT EXTERIOR(+) LOADS TO 48 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE LS REQUIRED. • LOCKS DOUBLE DOORS; • MANUALLY OPERATED CONCEALED FLUSH BOLTS AT . TOP AND BOTTOM OF ACTON LEAF PART 102181 ATTACHED WITH (4) 18 x 1 -1/2' EMS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 38' FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. ITEM 1 PART 11 R880. DESCRIPTION 28722TAL MANE. /SUPPLIER /REMARKS 1 ER008 AS RE00. DOOR FRAME 6063 -T6 - 2 ER012 AS 6200. 0008 LEAF 8063 -T6 - 3 ' VZ1588 1/ LEAF DOOR BASE BOARD 8083 -T6 - 4 VZ -1483 1/ DOOR FRAME SILL 6083 -T6 - 8 - 1/ DOOR S81 BASE 8083 -T8 6 VZ -1481 AS RECD. ASTRA041. STILE 8083 -T6 - 7 12 -1635 , 4/ LEAF G 42160 BEAD 8083 -1-8 8 2801 AS RECD. W21N0 GASKET EPDM OIROME/ER 75±5 SHORE A 0 ske I0 1001 /80 1/ CORNER CORNER KEY ALUMINUM MONTICELLO 1 t 008008 4/ LEAF HINGES ALUMINUM CREWE 12 to x 3/8' 4/ HINGE HINGE INSTALLATION SCREWS - PH MACHOS SCREWS 13 - AS REDO. BULB W'STRIPPINO 14 110. 2' AS RECD. ASSEMBLY SCREWS - HH SELF DRILLING 15 112 X 1 -1/4 - FRAME ASSEMBLY SCREWS - SMS INACTIVE LEAF MANUALLY OPERATED CONCEALED FLUSH 801.TS AT TOP AND BOTTOM OF INACTIVE LEAF PART 102168 ATTACHED TAM (4) 18 X 1 -1 /2' 5M5. HINGES DOUBLE DOORS; TWO -HANDED COMB FONG EXTRUDED ALUMINUM BRIDGE 2 (5) %oat LEAF AT 6', 12', 35', 63 -1/2' AND 92 -1/2' FROM TOP OF DOOR NOTE TOP AND BOTTOM FLUSH BOLTS MUST HE ENGAGED DURING PERIODS OF HURRICANE WARNIN0. 3/18' HEAT STTEN'0 GLASS 090' ERIAYER B 84TUTACITE PV8 BY 'DUPONT 3/18' HEAT STREN'0 GLASS SILICONE GE SCS 2800 SILGIAZE 0 GLASS TYPE ' n /16' HEAT STREW() GLASS .100' 0472184726 SENTRYGIAS BY ITUPOt4T' STRUM HEAT STRE GLASS SILICONE GE SCS 2800 SLLG1AZE A GLASS TYPE 'B' GLAZING OPTIONS gw1 ed04 Ced. A /46 td3 eft* aloe Oft O /t! NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5- DEC -219 Amur. F1A PE / 72592 C.A.N. i z z i 10. e a 8 Q4 g 0 1 u drawing nog W04--O folio 24g :$? ) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • b EDGE Jra A. x ACCESS HOLES WITH PLUGS TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING � N FOR RATING AND i ETAIS • I I' II �I \MIAMI —DADE COUNTY APPROVED MULLION SEE SEPARATE NOA .88 X 1/2" SMS 3" FROM ENDS AND 10° O.C. MAX. ® m 2a • _ram (4) 112 X 1" SMS AT 2' O.C. MAX. AT CENTER OF SILL REOD. AT DOUBLE (XX) DOORS ONLY TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING NEM= 6111/1660 11t01• Assigtams M b o3 /Ml TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING. 1/4" DNA, ULTRACON BY CO 'EL' (Fu.1T7 NW. F155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY 114 SM¢ OR SEI F IR L IN . SG lit EWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS INTO METAL STRUCTURES STEEL : 1 /6° THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2° MIN. INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE = 3/4° MIN. CONCRETE AT HEAD. SILL OR JAMBS f'c = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS Ym = 2000 PSI MN. SEALANTS; ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH ADSEL OR TEKNA 50729 SEALANTS. Env' JAVAD AHMAD LJ TT11592 0~ d: 012012 it g Cg O gEVAI 06010- (� 4 WcWc�.M op (;) 0 o Z 2 IX05 C 0 zg° R R I r-, d drawing no;. W04 -0a, (thoetzas 10'0440 5 ) I"- natc -• SH TYPICAL ANCHORS • FOR SSPACIINNG • ACTIVE LEAF EXTERIOR D.L. OPG. • LEAF WIDTH FRAME WIDTH WAMI -DADE COUNTY APPROVED MULLION SEE SEPARATE NOA SEE SEPARATE NOA U FOR SIDELf t 4 RATING AND owns 11, B :a= t lip 0 NI 4 a$ SINGLE DOOR TBY WOOD SUCK IN— ACTIVE 'LEAF DOUBLE DOOR rummer NeV.11611) C)3 TYPICAL ANCHORS SEE ELEV. FOR SPACING o Rg Za 81 iftio tali! EF J Z 0 Q 9 k drawing nd. W04 -01 0 DOOR FRAME 3.673 O DOOR LEAF 0 0 DOOR BASE BOARD FRAME SILL O ASTRAGAL STILE 0 SILL BASE .094 0 GLAZING BEAD LEAF CORNERS Wk. PE 713592 •. 2012 drawing no 0/O4 —01L_ is O t5of $1 COUNTY CA p DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD ISTRATION DIVISION TICE OF ACCEP CE NOA 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.aov/oera T.M. Wind 601 N. • . 12th Ave. Pompanq Beach, FL 33609 SCOPE: •2 • eing 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 ncluding the High Velocity Hurricane Zone. CRIPTION:. Series "515" Outswing Aluminum Casement Window -- APPROVAL DOCUMENT: Drawing No. W06 -30, titled "Series ummum Casement Window (L.M.I.) ", sheets 1 through 6 of 6, dated 04/14/06, with revision D dated 02/23/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, 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. SILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state, model/series, 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 revises NOA # 09- 1015.02 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 Manuel Perez, P.E. N T ■ APPROVED 7,95/40g NOA No 12- 0509,1' Expiration Date; May 01, 2013 Approval Date: May 17, 2012 Page 1 T.M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W06 -30, Sheets 1 through 6 of 6, titled "Series 515 Aluminum Casement Window (L.M.L) ", dated 04/14/06, with revision D dated 02/23/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a series 515 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5404, dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA# 08- 0506.11) 2. 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 along with marked -up drawings and installation diagram of a series 515 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4891, dated 04/13/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0614.03) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 515 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4890, dated 04/13/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06-0614.03) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Test Report No. ATL 0806.01 -02 dated 09/24/02, signed and sealed by William It. Mehner, P.E. (Submitted under NOA# 01- 1129.03) Manu er P.E. Product on miner NOA No. 12-0309.04 Expiration Date: May 01, 2013 Approval Date: May 17, 2012 E -1 T.M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 8/26/09, signed and sealed by Arshad Vigor, P.E. (Submitted under previous NOA #09101 5.02) 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11 -0325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 2. Notice of Acceptance No. 07- 1116.11 issued to Saf -Glas, LLC for their "SAF -GLAS Polycarbonate Laminate", dated 12/27/07, expiring on 12/16/12. 3. Notice of Acceptance No. 10-0331.02 issued to Cytec Industries, Inc. for their "Uvekol S Laminated Glass Interlayer ", dated 05/05/10, expiring on 02/08/14. F. STATEMENTS 1. Statement letter of conformance, comply with FBC -2010, and of no + ;, cial interest, dated February 22, 2012, signed an ed b Jav = ' .E. 2. Laboratory compliance letter for Test Report no. FTL -4891, issued by Fenestration Testing Laboratory, Inc., dated April 17, 2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #09- 1015.02) 3. Laboratory compliance letter for Test Report no. FTL -5404, issued by Fenestration Testing Laboratory, Inc., dated December 19, 2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA #09 -101 5.02) G. OTHERS 1. Notice of Acceptance No. 09- 1015.02, issued to T.M. Window & Door LLC for their Series 515 Outswing Aluminum Casement Window — L.M.I., approved on 01/27/10 and expiring on 05/01/13. E -2 Manuel Pe P.E. Product Control miner NOA No. 12-0309.04 Expiration Date: May 01, 2013 Approval Date: May 17, 2012 SURFACE APPLIED • FALSE MLRITINS OPTIONAL SNUBBERS (2) FOR WDW. HT. UPTO 48° (3) FOR WDW. HT. UPTO 72° 37° ■ imiloigfaarimmom 0 11 /,' 1 I 1�1 E. 4° MM. HEAD /SILL CORNERS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 515 ALUMINUM CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE CASEMENT WINDOWS. ALSO COMBINATIONS OF CASMT / CASMT OR CASMT WITH OTHER WINDOW TYPES IN MODULES OFT= OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL. BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL METAL SCREWS. THAT COME NM CONTACT WITH OTHER DISSIMILAR MAMMALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 14 3/8' MA% HEAD SLL SINGLE VENT WDW, CONCEALED HINGE 72 1/4' WINDOW WIDTH 38° 36° VENT WIDTH 30' D.L OPG. WIDTH VENT WIDTH 30° D.L. OPG. WIDTH a Q A BUTT HINGES AT SASH (2) FOR WOW. HT. UPTO 48' /(3) FOR WOW. HT. UPTO 72' I ~ <8 4' MAX. HEAD/SILL. CORNERS L D.L OPENINGS DLO HT.. WDW. M - 7.8' DLO W. (SINGLE VENT) - WDW. W - i DLO W. (DUAL VENT) - WDW. W/2 - 6.128° 14 3/8° MAX. HEAD SILL DUAL VENT WDW, LOGICS AT SASH (2) FOR WOW. HT. UPTO 48' (3) FOR WOW. HT. UPTO 72' LAMINATED GLASS LARGE MISSILE IMPACT PRODUCTREVISBD nsl w 14e PhdAa AcceptoLooNo Expiration Dote Zkk o 18 4 ga 1 an o ilEg aka a 0 drawing no. W06 -30 sheet 1 of 6 DESIGN LOAD CAPACITY - PSF FOR ( X ) SIZES DESIGN TOAD CAPACITY - PS? FOR ( XX ) SIZES S0.ICONE DOW CORNING 995 TREMCO TREMGLAZE 500}, SILICONE 3/16' ANN. GLASS DOW CORNING 995 TREMCO TRE140142E 500 URETHANE ADHESIVE (�,,,_ V 1 T ♦ f• iiee 1TIND08 DBI& 01698 TYPE 'C' TYPES . D & 'B' WINDOW DIM. GLA88 7788 'C' 01488 TYPES B'. '0 & $' WIDTH HEIGHT EXT.( +) TNT.( -) . +) 1M.( -) WNTH HEW EXT.( +) 1M.( -) EKT.(+) 1M.( -) 19 -1 /8° 26 -1/2" 37" 2(28 ) 62,0 62.0 80.0 80.0 26 -1/2' 37° 63 -1/6• 74° (2) 62.0 62.0 80.0 80O 82.0 62.0 80.0 80.0 82.0 82.0 80.0 80.0 .016° .070' INTERIAYER 3/18° ANN. GLASS 'SAF -OCAS' POLYCARBONATE 120" INTERLAYER UVEKOL -UO RESIN A15' URETHANE ADHESIVE 82.0 62.0 80.0 80.0 82.0 62.0 80.0 80.0 19 -1/8" 26 -1/2° 37° 38 -3/8 (3) 02.0 62.0 80.0 60.0 82.0 62.0 • 80.0 80.0 62.0 82.0 80.0 80.0 28-1/2" 37' 53 -1/8' 74' 38 -3/8' (3) 62.0 62.0 80.0 80.0 620 62.0 80.0 60.0 620 62.0 60.0 80.0 3/16° ANN. GLASS 19 -1/8° 28 -1 2' 37° 50-5 ° / (4> 8 62.0 62.0 80.0 80.0 820 62.0 80.0 80.0 � 0 r � �,� MAW 3/18" ANN. GLASS SILICONE F DOW 180860 M60 TPEGCl9ATRUMAN 500 91UCONE 0014 CORNING 995 82.0 82.0 80.0 e0.0 82.0 820 80.0 80.0 62.0 62.0 . BO.o 28 -1/2" 37" 53 -1/8° 74° 50_5/8• (4) 620 82.0 00.0 80.0 19- 28 -1/2' 37° 83 (6> 82.0 62.0 80.0 80.0 62.0 82.0 80.0 80.0 OA 1111 TREMCO TREMGLAZE 500 82.0 82.0 80.0 80.0 62.0 8220 60.0 80.0 r i 82.0 820 80.0 80.0 62.0 82.0 80.0 80.0 19 -1 /8' 28 -1/2' 74 -1/4° (8) 82.0 62.0 89.0 80.0 28 -7/2• 37° 53 -1/8" 74° 83^ (5) 82.0 82.0 80.0 80.0 .��`, 620 62.0 180.0 80.0 82.0 62.0 80.0 80.0 I ipiii 1 J� 1 I 38" 74- 1/4 "(6J 62.0 62.0 80.0 80.0 62.0 82.0 87.8 87.9 18° 24" 30' 38' 24" (2) 820 820 80.0 80.0 48.8 48.8 48.8 48.8 820 62.0 80.0 80.0 28 -1/2° 37° 53 -1/8° 74° 72° (6> 82.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 82.0 62.0 85.4 85.4 GLASS TYPE 'B' GLASS TYPE 02.0 82.0 80.0 80.0 45.5 45.6 45.8 459 18' 24• 30° 38" 38° (3) 82.0 82.0 80.0 80.0 32.7 32.7 32.7 32.7 SILICONE W CORNING OOYi CORNNG BSS GE R057790 7REMC0 TREMOIAZE 500 3/16° HEAT S'TREN'D GLASS 120° 1NTERIAYER uvEKa. -UO RESIN 3/16° HEAT STREW() (BASS 3/18° ANN. GLASS 090° 1NTERLAYER SAFLE1t 1115 6t SOLUTIA 3/18' ANN. GLASS SIUCONE GE RGS7700 620 62.0 80.0 80.0 24° 38" 48" 80° n° 24" (2) 62.0 82.0 80.0 80.0 620 62.0 80.0 80.0 62.0 82.0 80.0 80.0 82.0 62.0 80.0 80.0 82.0 82.0 80.0 80.0 18' 24° 30' 38° 48° (4) 62.0 82.0 80.0 80.0 62.0 62.0 80.0 80.0 620 82.0 80.0 80.0 82.0 82.0 80.0 80.0 82.0 62.0 BAO BOA 24° 38' 48" 80° 72° 38' (3) 62.0 62.0 80.0 80.0 82.0 62.0 80.0 80.0 82.0 82.0 80.0 80.0 18' 24" 30° 38" 80' (5) 82.0 82.0 80.0 60.0 82.0 82.0 80.0 80.0 82.0 82.0 80.0 80.0 62.0 82.0 80.0 80.0 82.0 620 80.0 80.0 82.0 82.0 80.0 80.0 82.0 82.0 60.0 80.0 24° 38" 46' 60° 72° � 62.0 62.0 80.0 80.0 0401 W. SILICONE TREMCO CORNING 995 TRENG1AZE 560 ' ©, 18' 24° 30° 38° 63° �) 62.0 62.0 60.0 80.0 82.0 820 80.0 80.0 n c gb r r� S S ' 5 62.0 62.0 80.0 80.0 92.0 82.0 80.0 60.0 62.0 620 80.0 80.0 62.0 62.0 80.0 80.0 `�' I 82.0 82.0 80.0 80.0 82.0 62.0 80.0 80.0 I' n r 18" 24° �° 38' n' (e) 82.0 62.0 80.0 60.0 24° 38• 68• 72" n° �" (5) 62.0 82.0 80.0 80.0 82.0 62.0 80.0 80.0 82.0 820 80.0 80.0 wi�n_ 62.0 82.0 80.0 80.0 62.0 62.0 80.0 60.0 , , � 1 82.0 82.0 80.0 80.0 62.0 82.0 69.8 89.0 37° 72" (8) 82.0 82.0 80.0 80.0 58.0 58.0 SBO BBA rill () a N0. OF ANCHORS PER JAMB WINDOW W. WINDOW WIDTH 24' 38° 48° 80• 72' 83° (5) 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 GLASS TYPE 'D' GLASS TYPE 'E' GLAZING OPTIONS P. 51 d , >) - Fi i 620 62.0 75.2 75.2 1 - / / / / \ \ \ 60.2 60.2 802 60.2 s ` m " ° 1 p 1 Q I / / / / Y \ \ \ \ 111 II \ \ \ \ I Il # / II / `1 I; / `r, / 50.1 80.1 50.1 80.1 ___,S,,_,.4 °n $ 7,_..., --" p3 3 I. 24° 36° 48° 60' 72" 72' (6) 62.0 62.0 80.0 80.0 ... 62.0 62.0 67.2 87.2 fin, t , CNILA , , �[_ *882 1 ..•' 1 ' i PRODUCTRBVISSD BtJ1dTn8Codb tket>'�flde Acc4pmBBeToo 50.4 50.4 80.4 60.4 40.3 40.3 40.3 40.3 33.8 33.6 33.6 33.6 O a N0. OF ANCHORS PER JAMB NOTE: GLASS CAPACITIES ON THIS SHEET ARE 1� • :.. :,� ,:% �� <2, _ /t ,,,,. �.,,... a^rrS, I *rowing no. W06 -30 BASED ON ASTM E1300 -04 (3 SEC. GUSTS) X X( AND FLORIDA BUILDING COMMISSION APPROVED CONFIGURATIONS DECLARATORY STATEMENT DCA05 -DEC -219 I (. `. . , ,r .• S ,W114\1412 sheet 2 of 6 ) 18Y ° d WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING BUTT HINGE OPTION TYPICAL ANCHORS SEE ELEVS. FOR SPACING S RUC LIRE ° • 19Y WOOD BUCK 6 TYP:AL ANCHORS SEE CONCEALED HINGE OPTION MIAMI —DADS COUNTY APPROVED MULLION & laULUON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu -177 KSI, Fy-155 KS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY .A14 SAPS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") INTO METAL STRUCTURES STEEL • 12 GA. MIN. (Fy 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1 -1/2" MIN. ' INTO WOOD STRUCTURE 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. CONCRETE AT HEAD. SILL OR JAMBS Fe = 3000 P51 MN. C-90 HOLLOW /FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYUe $EAIANT. • Fier: JAVVAMDL PRODUCT REVISED ea samplytrg / 705821. ButMfogOode with GmFto/iae 7838 ' 1 Bet /law A` 42012 z oEi gi 18 g`' 81 ithiio Ls pp � 4 ONm 1 Q i51Z 1 1 D a a 9 ya 8 < 0 u = drawing nO. W06 -30 sheet 3 of '6 ) OHORS FOR SPACING 1 i.r! 6 I D.L. OPG. EXTERIOR 6,6 ..... ENT WIDTH VENT 0 CO VENT WIDTH WINDOW wunii TYPICAL. ANCHORS SEE ELEV. FOR SPACING 1f4 MAX. SINGLE VENT WINDOWS (BUTT HINGE OPTION) Ibe SHIM MI/Val—DADE COUNTY APPR,D MULLION SEE SEPARATE NOA ORS FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1ST WOOD BUCKS 1/4.• MAX. SINGLE VENT WINDOWS (CONCEALED HINGE OPTION) EXTERIOR WINDOW WIDTH mow varnh 1 /4° MAX. METAL STRUCTURE 1 BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING • ..... • • Engn JanatIon,Arkt:1:11 . 'ZOOM"' REVISED .8. roar* the VIOSida RA. RE 1:108132 ' sseisoscaNs Data glimicz, TYPICAL ANCHORS DUAL VENT WINDOWS SEE ELEV. FOR SPACING AP (sheet 4 of &) I Di. OPO. 4 6,6 ..... ENT WIDTH VENT EXTERIOR WINDOW WIDTH 1/4.• MAX. SINGLE VENT WINDOWS (CONCEALED HINGE OPTION) EXTERIOR WINDOW WIDTH mow varnh 1 /4° MAX. METAL STRUCTURE 1 BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING • ..... • • Engn JanatIon,Arkt:1:11 . 'ZOOM"' REVISED .8. roar* the VIOSida RA. RE 1:108132 ' sseisoscaNs Data glimicz, TYPICAL ANCHORS DUAL VENT WINDOWS SEE ELEV. FOR SPACING AP (sheet 4 of &) FRAME 2.241 1.224 VENT .545 .045 -d 1.182 .500 .595 GLAZING BEAD .800 L_ .500 ❑ .062 GLAZING TUBE 3.648 1.389 .848 1 - -7 1.990 938 1.214 IMPOST ITEM PART # QUANTITY DESCRIPTION MATERIAL !SANE. /SOPPLIER/REMARES 1 OW37528 4 FRAME 6083 -T8 - 2 0W37526 4 VENT 8083 -78 - 3 GW37524 t IMPOST 8083 -TB 4 TM145 AS REOD. GIAZDKO BEAD 8083 -T8 - 4A - AS REOD. OTAZO41 TUBE 6083 -28 • 5 110 X 1 -1/4° 2/ CORNER FRAME/VENT ASSEMBLY SCREWS ST. STEEL PH SMS B SW27713 - CORNER KEY ALUMINUM - 7 - - CORNER KEY (3 X 1 X .082" CHEVRON) ALUMINUM - 8 - - CORNER KEY (3 X 11/18 X .082" CHEVRON) ALUAONUM -. 9 - - CORNER KEY (3 X 1 -3/8" X .041" CHEVRON) ALUMINUM -. 10 2230 AS READ. FRAME & VENT W TWPPONO FI NSEAI. - 11 GW37521 AS RED. BUTT HINGE INTERIOR (FASTENED W/ (3) #10 X 3/8' PH SMS) ALUMINUM - 12 OW37522 AS READ. BUTT HINGE EXTERIOR (FASTENED W/ (2) #10 X 3/8' PH SMS) ALUMINUM - 13 23 -85 -32 - ROTO OPERATOR (FASTENED W/ (4) d10 X 3/8' P11 SMS) - TRUTH 14 24 -11 -32 AS REOD. LEVER TYPE CAM LOCK (FASTENED W/ (2) ®10 X 3/8" PH SMS) - -. 1S 21089 - STRME KEEPER (FASTENED W/ (4) B8 X 1/2' TH SMS) - TRUTH 18 30238 AS RECD. KEEPER (FASTENED W /•(2) 110 X 3/8" PH SMS) - - 17 300 SEAS 2/ VENT 3 OAR CONCEALED HINGE (FASTENER W/ (2) ®10 X 3/8" PH SMS) ST. STEEL AT SASH TOP & BOTTOM 18 59001/98002 3/ VENT 4' L0N0 MISER (FASTENED WITH (2) 18 X 1/2' HEX H SD SCREWS) ZING AT HINGE RAIL r-1.978 1.99 .128 CORNER KEY .290 CORNER KEYS • '3eset7582 id complying with deFlorida Code Aixtpaime No iii.O..i 04.• 00 T'r'IK j !t. 0 a 1 drawing nq. WO6 -30 (sheet 5 of `6 ) (sheet 6 of 5) z 8g g gth 01i.0 0 8 drawing no. W06-30