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WS-10-1057Inspection Number: INSP- 147469 Permit Number: WS -6 -10 -1057 Scheduled Inspection Date: July 07, 2010 Inspector: Bruhn, Norman Owner: HORNER, ROBERT Job Address: 61 NE 108 Street Project: <NONE> Miami Shores, FL 33161- Contractor: INFINITE BUILDERS LLC Building Department Comments July 06, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1121360110460 Phone: (954)924 -4014 REPLACEMENT OF WINDOWS AND DOORS (17 OPENINGS) Passed it 9, J 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- 145800. 1)window in front bedroom is missing anchors 2)Double doors require 4 anchors at the center per PA Page 18 of 26 Project Address Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Contractor(s) INFINITE BUILDERS LLC Phone CeII Phone (954)924 -4014 (786)301 -3898 Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $12.00 $4.00 $260.00 $18.00 $16.00 $310.00 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Address Parcel Number 61 NE 108 Street Miami Shores, FL 33161- 1121360110460 Block: Lot: ROBERT HORNER 1 Phone ROBERT HORNER 61 N. E. 108 ST. Type of Work: WINDOWS & DOORS No of Openings: 16 Additional Info: IMPACT Classification: Residential Scanning: 6 Pay Date Pay Type Invoice # WS -6 -10 -38155 06/16/2010 Check #: 187 06/09/2010 Check #: 184 Amt Paid Amt Due $ 260.00 $ 50.00 $ 50.00 $ 0.00 Applicant Cell Date Available Inspections: Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment 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. June 16, 2010 June 16, 2010 1 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Owner's Name (Fee Simple Titleholder) ?� Owner's Address l0 1 N t. TO %} S4 City �f t .Sdtat S State FL- Zip 3i C. 1 Phone # Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Vill. e County Miami -Dade Zip 3316./ FOLIO / PARCEL # (I - 2i - 011 .. ®L(6(`) Is Building Historically Designated YES NO Contractor's Company Name .1r /h , lOdi Contractor's Address 11 6C J 12 *161 City Dania Qualifier Name i9 to z'i7T o State Certificate or Registration No. CW 151Lt3Ex/ Certificate of Competency No. Architect/Engineer's Name (if applicable) 1:4MMS Lvt g l �i eQr iv�(A / .L V1C Phone # Value of Work For this Permit $ �j Type of Work: Describe Work: 1 ■ sa * *, * * *** *, * * * *** *** ** *** ** ** * ** *** F * * * ** *,� ,�* *,�* * ** *** ** ** ** * ** * ** *** Submittal Fee $ — Notary $ Scanning $J � 1 Bond $ Structural Review. $ ❑Addition ['Alteration r etu3.3T Of- Wint)C1 S Training/Education Fee $ Radon $ Miami Shores Village Building Department /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Roofing GI 1\8 1©8 State TL L1c. Permit Fee $ DNew am) l k .0 DPBR $ Code Enforcement $ Permit No. Master Permit No. inear Footage Of Work: 6 1 .3. C)OOn. @Sc Phone# 3 os - `fof - 7 / Phone # 1.5 6 7251 --1- 10! y Zip 3t/ Phone # 7e6- ZO/ Repair/Re CCF $ 1 CO /CC Technology Fee $ 1 (12, Double Fee $ Total Fee Now Due $ r esavz1UN p y 2010 IV lace ❑ Demolition Zoning $ See Reverse side -4 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 proper is bject 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 th abseice of such . osted notice, the inspection w 11 not b - oved a a reinspection fee will be charged III 7' Owner or Agent The foregoing instrument was acknowledged before me this day of ,!/iii , 20 fa by who is personally known to me or who h (Revised 07/10/07) APPLICATION APPROVED BY: s identification and who did take an oath. NOTARY ' U "�� " ",• ` eO t lgY ?6 � �i, Oscar Sergio C11eV8 �i _•? 'COMMISSION# DD867730 ®��;� EXPIRES: MAR. 09, 2013 Sign: WWW.A,aen "NnTARY.com Print: (O SCt Sol ` "'l� My Commission Expires: V J�l Signa C .: ctor The foregoing instrument was acknowledged before me this day of IA- ,20 who OAFLor • ' Sign: Print: My Commission Expires: r who has produced ntification and who did take an oath. NOTAR BLI'r`i`ya, Oscar Sergio Cueva /r / -tyfiCOMMISSION#DD867730 l " ^` qu EXPIRES: MAR, 09, 2013 4, � p% WWW.AARONNOTARY.com ***************************************************************************** * * * * * * * Wct1120/3 * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning 1111111 11 Mil 1111111111 11111111 NOTICE OF COMMENCEMENT C F1.4 2010R040!836 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 11-21., -Ot l 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. Legal description of property and street / address: 63) KNE 05 gr A.44/04/ s Ip/ 2. D •ti• / n of improvement: cwie -rt elL ev1:.dou'3 Reid avo vs 3. cer(a.a Interest in property:_ , l m Name and address of fee simple titleholder: 4. Cont ► ctor's game and address: n. ' . e +s t 1245 ' ai 1 , , 5. Surety: (Payment bond required by owner from cont Name and Address: cng!nal Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner 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: iration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a ere • -te is specified) �.•: G i 4111'3 -` ;R .1 ezr .,` Notary Public: Print Notary's Name: My commission expires: WITNES HARVEY n whom o p _E '' ` ' r�' ON1 DDB 713 EXAM' Swom to and subscribed before me this 2 aye ww!W day of ft7 :ilk office Oil__ , y hand and C'a."i,-3' .vai UVIN, CLERK C /it 'nd Ccun'tV Courts By vrtriuw— wAr Prepared by 20 10 - Address: Blc 27321 Ps 18751 (1as RECORDED 06/16/2010 09:18 :33 HARVEY RUVIN, CLERK OF COURT I1IAI'II -DADE COUNTYr FLORIDA LAST PAGE an tices or other documents may be served as ,4nbir¢s (©Afe 11 5f4 /Z+C Are 4/ol! @aniu / ewe/ STATE OF FLORIDA .DEPARTMMIT OF BUST ROFESOIONAL REIGULATXON COMTRUCTION IieraSTRY Lia NerNG BOARD 3.90 NORTE HMO MEM' TALLAMS STE PL 3.2 3 9 9 0"/ 83 TORAL !MIIC SANTIAGO INPINiTE VILDERS LL L1 SW 12T11 AVgNVE $T 104 DANIA BEACH FL 3004 'Congratulations! Viflth thIS:Iicense you become one of the nearly on millt0n .Floridlens-Itconsect britte Department of Businessind'ProfaSslonsil Regulation, Our Orcifesslorials and businesses range from architects to yeeit broker, from • boxers to barbecue restaurants, and they keep 'Florida's economy strong . tvery day we work to Improve the way we do business In order to serve you bettet.... ForinformatIon about our services, pease log onto wvAv.myftorld.alleenee4Orn. There you can find more information about our divisions and the regutattotie that Impeot you, subscribe to department newsletters and team more about the • OepartMent's Initiatives. • 1 Mission at the Department Is: LiconSe Efficiently, Regulate Fairly, We 'cormantly strive to starve you better so that you. can Sepia your customers. Thank you for doing business In Florida, an congratulations on your new licensel • *0E1 • ';•.- '." • MAPYter (850) 497-1395 * 4, . ;" , '4 • t .„ . • •••' gitii, 4 • :•• 41- 4:1 ". ;; • - -', ,,,,, 3, 6,... ,:,,- : o- ),„, .. ,, a . : ' 4 :*37 . , 1 1:= `4.ir.''''' 1 i ta c — .■.% . ir.N uri - c.i .. n, ..,t ,?':,,r 0 .: .. ,.1 . ,., ....$ 0,i.,;,..... ::kg . . ' . . , •v$4,'' '4'1: v civ,...„1Y:•-, , ;12 , ,...;,.;a:::,tiverTrfj c.,, 4..•;-. tstikiA;;I:: BATCH tit-MWER rj " W•4 ‘, S" !:. - I Aw " ,-. ' • .;'", N l' *4 ''',-. 1 !-0..0 v:... ,,;•,. , ...- . ' .. • •■ • ,.. . 1 r . • t,••• 7.,:• 't.'„ri ,r ' .::.•3 10. t r .;''iyFirl ":;'ff . ' \ ,:rg.r..;.!..1":::'94:11.!1*", V.,F!..g.7/..,:Tc...x4:v.4,4,:•;:Fi', i -,:ed. , „ , ........ , , , 41...:...., ,, c 4,. .c: , i. i :',...- ...sq.; - ..,"..1.' 4 : ',. v....1;'''it) 3 °Z , " • ■'et• . • • . SC .'..' ,...^.` '.;+ :3.. ,,A,, ' ti .'' ' ,, ;1 .-- . ''' '''' .'''!. •••" ". ."' - S'' •" • ,'"•'''',.- Tax Amount Transfer Fee NSF Fee Penalty PrfotYears 4 . CoileCtion Cost Total Paid $ 45.00 $ 45.00 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 - 954 -831 -4000 VALID OCTOBER 1, 2009 THROUGH SEPTEMBER 30, 2010 DBA: Business Name: Owner Name: Business Location: Business Phone: Rooms Mailing Address: INFINITE BUILDERS LLC SANTIAGO TORAL 11 SW 12 AVE 104 DANIA BEACH 33004 Number of Machines: INFINITE BUILDERS LLC SANTIAGO TORAL 11 SW 12 AVE # 104 DANIA BEACH FL 33004 Seats Employees For Vending Business Only Business Opened: 04/04/08 State/County /Cert/Reg: Exemption Code: 2009 - 2010 Receipt # 377 - 0014936 Business Type: BUSINESS OFFICE Machines .Venadino TYpe: NON EXEMPT Professionals PAID 08/13/09 7709570.0001 4.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT WHEN VALIDATED This tax is levied for the privilege of doing business within Broward County and Is non - regulatory in nature. You must meet all County and/or municipality planning and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it Is in compliance with State or local laws and regulations. fl MIAMI SHORES BUILDING DEPARTMENT 10050 NE 2ND AVE MIAMI SHORES FL 33138 (305) 795 -2204 P SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE MAIKEL WONG -4� ° ® CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDD/YY) D A 06/09/10 PRODUCER Franklin Insurance Group 8672 SW 72 Street Miami, FL 33143 Phone (305)630 -3923 Fax (305)675 -5964 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED Infinite Windows, LLC & Infinite Builders, LLC Santiago Toral 11 SW 12TH AVENUE Suite 104 I DANIA BEACH FL 33304 INSURER A UNITED SPECIALTY INSURER B: PROGRESSIVE INSURANCE CO INSURER C: SCOTTSDALE INSURANCE CO INSURER D: ACE INSURANCE COMPANY INSURER E: COVERAGES INSURER F: THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OF MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADD L INSRD TYPE OF INSURANCE P OLICY NUMBER POLICY EFFECTIVE DATE (MMIDD/YY) POLICY EXPIRATION DATE (MM/DD/YY) LIMITS A GENERAL n ❑ V 0 GEN'L ❑ COMMERCIAL • LIABILITY GENERAL LIABILITY CLAIMS MADE V OCCUR BI/PD DED $ 2500 FEIS51000808 02/02/10 02/02/11 EACH OCCURRENCE 1,000,000.00 PREMISES (Ea RENTE 50,000.00 MED EXP (Any one person) 5,000.00 PERSONAL BADV INJURY 1,000,000.00 GENERAL AGGREGATE 2,000,000.00 CONTRACTUAL LIAB PRODUCTS - COMP /OP AGG 2,000,000.00 AGGREGATE LIMIT APPLIES PER: POLICY '►A PROJECT ❑ LOC B ❑ AUTOMOBILE • ❑ V ❑ ❑ n LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON OWNED AUTOS COMP DED 500 04309240 -0 08/24/09 08/24/10 COMBINED SINGLE LIMIT (Ea accident) 1,000,000.00 BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) COLL DED 500 • GARAGE LIABILITY ❑ ANY AUTO ❑ AUTO ONLY - EA ACCIDENT OTHER THAN EA ACC AUTO ONLY: AGG C • EXCESS/UMBRELLA LIABILITY ❑ OCCUR • CLAIMS MADE ❑ DEDUCTIBLE ❑ RETENTION $ XBS0006632 02/02/10 02/02/11 EACH OCCURRENCE 3,000,000.00 AGGREGATE 3,000,000.00 D WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR / PARTNER / EXECUTIVE OFFICER / MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below C45851369 10/01/09 10/01/10 0 WC STATU- • OTH- TORY LIMITS ER E.L. EACH ACCIDENT 1,000,000.00 E.L. DISEASE - EA EMPLOYEE 1,000,000.00 E.L. DISEASE - POLICY LIMIT 1,000,000.00 OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS CERTIFICATE HOLDER ACORD 25 (2001/08) QF CANCELLATION © ACORD CORPORATION 1988 Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 2,026 Lot Size: 9,225 SQ FT Year Built: 1954 $50,000 / $173,992 36 52 41 PB 52 -33 City. DUNNINGS MIAMI Legal SHORES EXT NO 7 LOT Description: 14 BLK 215 LOT SIZE 75.000 X 123 OR 20442- 3615 05 2002 1 OR 27095 - 14961109 01 Year: 2009 2008 61 NE 108 ST Applied Applied Taxing Authority: Exemptbon/ Taxable Exemption/ Taxable 61 NE 108 ST MIAMI Value: Value: Regional: $50,000/ $173,992 $50,000/ $173,769 County: $50,000 / $173,992 $50,000/ $173,769 City. $50,000/ $173,992 $50,000/ $173,769 School Board: $25,000/ $198,992 $25,000/ $198,769 Folio No.: 11-2136-011-0460 Property: 61 NE 108 ST Mailing JOSEPH FULTON Address: $186,751 $199,130 61 NE 108 ST MIAMI $329,138 SHORES FL Assessed Value: 33138- Year: 2009 2008 Land Value: $142,387 $216,176 Building Value: $186,751 $199,130 Market Value: $329,138 $415,306 Assessed Value: $223,992 $223,769 ear: 2009 2008 Homestead: $25,000 $25,000 nd Homestead: YES YES Miami -Dade My Home Text only My Home miarn 'da Show Me: Property Information Search By: Select Item Property Appraiser Tax Estimator la Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Proeerty Information: Assessment Information: Exemation Information: Taxable Value Information: Sale Information: tcelc ndn• 111/omn ACTIVE TOOL: SELECT Aerial Photography - 2009 tetettgi Web Site O 2002 Miami -Dade County. All rights reserved. My Home 1 Property Information [Property Taxes 1 My Neighborhood 'Properly Appraiser Home 1 Using Our Site! Phone Directory 1 Privacy 1 Disclaimer 0 112 ft If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Page 1 of 2 Legend Property elo Selected Property Street Highway Miami -Dade County Water http: / /gisims2. miamidade .gov /myhome /propmap.asp 6/7/2010 Sale Amount: $349,000 Sale O/R: 27095 -1496 Sales Sales qualified as a result Qualification of examination of the Descxiption: deed View Additional Sales Miami -Dade My Home Page 2 of 2 CM yaw. Additional Information: Click here to see more information for this property: Community Development District Community Redevelopment Area Empowerment Zone Enterprise Zone Zoning Land Use Urban Development Boundary Zoning Non -Ad Valorem Assessments http: / /gisims2. miamidade .gov /myhome /propmap.asp 6/7/2010 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 2000/2050 Aluminum Horizontal Sliding Window- L.M.T. APPROVAL DOCUMENT: Drawing No. W03 -75, titled "Series - 2000/2050 Alum. Horiz. Sliding Wdw. (L.M.I) ", sheets 1 through 9 of 9, prepared by Al- Farooq Corporation, dated 08/27/03 with revision "E" on 06/25/09, signed and sealed by Arshad Viqar, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 08- 0517.13'.arad 0ortsistsoi%thi page 1 and evidence pages E -1 and E -2, as well as approval document mentioned abon. • • • • • • • • The submitted documentation was reeitwctrby'Mahutl Perez, P.E. APPROVED MJAMI DADE COUNTY • • ••• • • • • • • • • • • • • • •• •• • ••• • • • • • • • • • • • • • • • • • • • •• • •• • • • •• • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • • • • • • • • ••• MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/bulldinucode NOA No. 09- 1008.06 Expiration Date: November 06, 2013 Approval Date: December 23, 2009 Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -75, titled "Series- 2000 /2050 Alum. Horiz. Sliding Wdw, (L.M.I)" Sheets 1 through 9 of 9, prepared by Al- Farooq Corporation, dated 08/27/03 with revision "E" , dated 06/25/09, signed and sealed by Arshad Vigar, 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 210 horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 5811, dated 02/16/09, signed and sealed by Michael R. Wenzel, 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) 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 narked -up drawings and installation diagram of series 2000 aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL - 5475, dated 12/20/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA #08 0527.13) 3. 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 series 2000 aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL - 5338, dated 01/17/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA #07 0928.13) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 a) 'Suter Resistance Test, per FBC, TAS 202 -94 4) Large 1pa;t Test, per FBC, T 201 -94 . ••••..• • . .. • • • • • • • ••• • • •• . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • •• • • • •• • • • • • • • •• • • •• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • E -1 • • • • • • • • • • •• •• • • • Manuel Perez, P Product Control Exal e NOA No. 09- 1008.16 Expiration Date: November 06, 2013 Approval Date: December 23, 2009 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -3809, dated 06/16/03, signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA #03 0910.02) 5. 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 and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -3804, dated 05/15/03, revised & reissued by Fenestration Testing Laboratory dated 08/10/06, all signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA #03 0910.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 07/30/09, signed and sealed by Arshad Viola; P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass 1 Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated August 5, 2009 signed and sealed by Arshad Viqar, P.E. G. OTHERS 1. Notice of Acceptance No. 08- 0527.13, issued to ES Windows LLC for their Series 2000 Aluminum•Hdfl2olit& Sfidirg�Vanaow — L.M.I., approved on 07/ + 08 and expiring on 11Ib6 /13e • • • • • • • • . . .. • • • • . . • • •• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • .•.. .... • • • • • • • • • • • • • • • • • • • • • • .• .. • • ... • • • • • • • •••• •••• • •• • • • • • • •• • E -2 • • • • • • • • • • •• • •• • • • Manuel P P.E. Product Coutro xa er NOA No. 0 - 008.06 Expiration Date: November 06, 2013 Approval Date: December 23, 2009 8" MAX. WINDOW WIDTH 10" MAX. HEAD /SILL CORNERS HEAD I I I I 1 I /SILL 1 _ m —� & 1 1 1 1 1 33 1/2" 1 1 1 33 3/8" 1 I 1 1 33 1/2" D.L. OPG. 37 5/8" D.L. OPG. D.L OPG. 37 5/8" • • • • • • GLASS 'A' • • • •••• • 1/8" ANN. GLASS .090" INTERLAYER DOW CORN/NG 795 DOW CORNING 95 • •• • • • • • • • • • 1/8" ANN. G1AS S • • ' • • .090" INTERLAYER 'DUMPS 4IWTACITE PVB' • • • • • • • • 1 •J'•1. GLASS • • • • • • �1,� E •• • • 13t}* ORNING • • • • GLASS TYPE 'B' 3/19" ANN. GLASS .090" INTERLAYER ' DUPONT SENTRYGLAS PLUS' 3/18" ANN. GLASS GLASS TYPE 'C' SIUCONE DOW CORNING 795 • • •• • • • • • 1/8" HEAT STREWD. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' GLA55 GLASS TYPE 'Al' 1/8" HEAT STREMD. GLASS .090" INTERLAYER ' DUPONT BUTACITE PVB' 1/8" HEAT STREN'D. GLASS GLASS TYPE '131' 5/32" HEAT STREN'D. GLASS 090" INTERLAYER DUPONT BUTACITE PVB' 1/8" HEAT STREN'D. GLASS GLASS TYPE 'D' SILICONE DOW CORNING 795 SIUCONE DOW CORNING 795 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 5/32" HEAT STREN'D. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' 1/8" HEAT STREN'(/. GLASS GLASS TYPE `E' SILICONE DOW CORNING 795 TYPICAL ELEVATION SERIES 2000 S SERIES- 2D /2O5D kT.IIM HORIZ _ LIDIN WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. LAMINATED GLASS LARGE MISSILE IMPACT MUNTINS C E APPLIED) USED APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING 811011 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 INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. Engr: ARS7ALI MAR . • PRODUCT RG,VTBED VLA. E p 38883' 899431ph: "3 .1/11 the NW& CAN. .h133111 81#ifAg "fr Ateegellace No 11 Date SEP 14 2009 3 z sp 1 O iG 0 C 0 v e 2 S 8 8 8 v 8 a k drawing no. W03 -75 (sheet 1 of 9 ) DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) SERIES 2000/2080 WINDOW DIMS. A STD. MTG. RAIL R.D. MTG. RAIL GLASS TYPE 'A' GLASS TYPE 'F' CLASS TYPE '41' GLASS TYPE Tl1.° GLASS TYPE 'C' GLASS TYPE ,D, GLASS TYPE '41' CLASS TYPE 111' GLASS TYPE 'D' GLASS TYPE 'E' WIDTH HE1010 EXT.( +) INT.( -) EXT.( +) WT.( -) EXT.( +) INT.( -) EXT.( +) INT.( - ) 28 -1/2" 37" 53 -1 /8" 74' 28" (3) 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70A 90.0 70.0 80.0 800 80.0 5 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 7 70.0 90.0 70.0 90.0 70.0 800 80.0 90.0 28 -1/2" 37" 93 =1/8 "� 74" 3/8" (3) 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 5 70.0 80.0 • 70.090_0 70.0 80.0 80.0 90.0 7 70.0 80.0 -; - 700 -_ __ 90.0 _ 70.0 80.0 80.0 90.0 28 -1/2" 37" 98 -1 /8" 74" 9`0 -5/8" ( e • 3 70.0 80.0 70.0 90.0 700 80.0 80.0 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 • >i • 70.0 80.0 - 700 _ _ - 90 0- 70.0 80.0 80.0 90.0 7 • - • - • . 70.0 90.0 70.0 80.0 80.0 80.0 j '• /j• 74" 83'' 3 • 70.0 • 8%0 • 70.0 90.0 70.0 80.0 80.0 90.0 4 • 58.9 %7.3 • 70.0 90.0 70.0 80.0 80.0 90 -0 (5) • • w e • 42.8 • • •70.0 88.8 70.0 80.0 80.0 90.0 7 - • ■ • - - - - 80.0 90.0 • ' • _ - "• 48" • t • �" I • (1911• 4 24 (2) • 1 •3 70.0 - WOA • - 70.0 90.0 70.0 80.0 80.0 90.0 •4 • 70.0 WOW 11 • 70.0 90.0 70.0 80.0 80.0 90.0 • 70.0 :,§0.0:., 70.0 900 70.0 80.0 80.0 90.0 , 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 7 • 70.0 1A• • • 70. 0 90.0 70.0 80.0 80.0 90.0 24 ° . I •1899 • 48" • • i1✓i • 72" �.. • • 1 'm • • 70.0 �•1 70.0 90.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 • 90.0 70.0 80.0 80.0 90.0 •g 70.0 • •. • 1 • 70.0 90.0 70.0 80.0 80.0 90.0 86 1 70.0 191016• •70.0 90.0 70.0 80.0 80.0 90.0 !7 +4 • 70.0 . 80.0. 70.0 90.0 70,0 80.0 80.0 90.0 • 1 • • 3 70.0 8 808 8 70.0 90.0 70.0 80.0 80.0 90.0 1 1 Si• 1 70.0 • 113.0 • 70.0 80.0 70.0 80.0 80.0 90.0 e 44 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 6 70.0 80.0 70.0 900 70.0 80.0 80.0 90.0 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 ',. h 80" (5) 3 70.0 80.0 70.0 90,0 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 90,0 70.0 80.0 80.0 90.0 5 54.2 81.9 70.0 90.0 70.0 80.0 80.0 90.0 8 45.1 51,5 70.0 87.3 70.0 80.0 80.0 90.0 7 - - 70.0 78.7 70.0 78.7 80.0 90.0 A es NO. OF ANCHORS PER HEAD & SILL ( ) = N0. OF ANCHORS PER JAMB STD. SILL WITHOUT RISER 5T0. 591 WITH 8SER LOAR EXT.( +) LOADS TO 53.3 PSF LOOT EXT.( +) LOADS TO 70.0 PSF HI -RISE 51L1. WITHOUT RISER LBdl7 EXT.( +) LOADS TO 87.5 PSF LIMIT EXT.( +) LOADS TO 80.0 PSF HI -RISE SILL WITH 8SER STD. MTG. RAIL S -2000 H.D. MTG. RAI1, 8 -2000 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Er,gt: AR CA4L 180.8 MA, PE 9..38883 . GAIL A.5.136 SEP 14 2009 $7'D. MTG. RAP S -2050 H.D. MTG. RAIL S -2050 fo"" c o� 9 i M1 732® u g e $ S Z(� 0 41 drawing no. W03 -75 (sheet 2 of 9 ) DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2050 WINDOW DIMS. A STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPE 'A' GLASS TYPE '9' GLASS TYPE 'Al' GLASS TYPE 'SI" GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'Al GLASS TYPE '81' GLASS TYPE 'D' GLASS TYPE 'E' WIDTH HEIGHT EXT.( +) 041.( -) EXT.( +) INT.( -) EXT.( +) IN1,( -) EXT.( +) INT.( -) 74 108 -1/4' 111" 28" (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 74 108 -1/4 111 38 -3/8" (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 - - 70.0 90.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 80.0 74 °� 8° 7 - - 70.0 00.0 70.0 80.0 80.0 90.0 74' 7 - - - - - - 80.0 90.0 I: "z t 24" (2) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 72" 84" 98" 108" 38" ( 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 - - 70.0 90.0 70.0 80.0 80.0 90.0 72' 84° 98" (4; 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 - - 70.0 90.0 70.0 80.0 80.0 90.0 9 - - - - - - 80.0 00.0 72" 60" (5) 7 - - 70.0 90.0 70.0 80.0 80.0 90.0 • • • • • • DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2050 • WIDTH HEIGHT 74" 108 -1/4" 28 it 1" (3) 74° 38 -3/8' 106-1/4" (3) 111" 74° 108 -1/4" 50-5/8 111° (4) 74 108 -1/4" • ttt° 72 ° • • •s,• • 86" • 1014 • 72' •••• 96' •1,. • ;x• 84" • • l • 108 • •••• 84" • 98" • • ► 24" (2) • 4 • 38" ( • 48° • ( • 60 • (5) 10 10 7 10 10 7 10 10 7 1$ 10 .7• • 8 .g•• 10 .7 ,0 T'• 7 9413.4 4 8 80 7 • • 15 • In• • - 70.0 • 70.0 • 70.0 • 70.0 70.0 70.0 • 70.0 • 80.0 80.0 • . I,• sago 480.0 70.0 • 70.0 •70.0 • 138.e 8150 1110 70.0 70.0 54.2 •47.8 80.0 150 • 0 • 54.4 • • •• • 4 WINDOW DIMS. • A NO. OF ANCYORRi OER HEAD & SILL ( ) = N0. OF ANCHORS PER JAMB STD. SILL WITHOUT RISER GLASS TYPE 11' GLASS TYPE 'A' GLASS TYPE '81' A GLASS TYPE 'H' GIAS9 TYPE 'C' WT.( -) EXT.(4) 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 51.9 70.0 •0.0 40.0 10.0 • 1'0.0 • 77.0 70.0 - boo • 70.0 ▪ 70.0 • /5.0 •7p.0 70.0 STD. MTG. RAIL 70.0 70.0 1NT.( -) 90.0 80.0 80.0 80.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 83.9 78.7 CLASS TYPE '0' EXT.( +) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 STD. SILL WITH RISER LIMIT EXT.( +) LOADS TO 53.3 PSF LMAIT EXT.( +) L0A0S TO 70.0 PSF INL( 80.0 80.0 80.0 80.0 80.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78 H.D. MTG. RAIL GLASS TYPE 'Al' GLASS TYPE 'DI' GLASS TYPE GLASS TYPE E1tT.( +) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 64t( -) 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 80.0 80.0 80.0 20.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 70.0 70.0 70.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 (1 /3W 4 (1/35) (1 /3W) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 19 -RISE SILL WITHOUT RISER 819,11119-8314 5-2000 5.0. 1110. 890. 5-2800 910. 870. 099, 9-2050 R9. 9110 RIJ1, 5-5050 18 -R1SE SILL WITH RISER LIMIT EXT.( +) LOADS TO 88.7 PSF LOOT EXT.(+) LOADS TO 80.0 PSF A - NO. OF ANCHORS PER HEAD & SILL ( ) - NO. OF ANCHORS PER JAMB (1/4W) 4 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300-02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 FLA. PE D 39883 • CA.N. 3538 SEP 1 4 2009 0 drowing no. W03 -75 sheet 3 of 9 • • • ,•••• • • • .•••• •• • • • • • • • • • • • ••• • TYPICAL ANCHORS SEE ELEV. FOR SPACING tBY WOOD BUCK 4 4 TYPICAL ANCHORS wt SEE ELEV. FOR SPACING Gi i TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPROVED MULLION At MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. 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 FI CO' (Fu =1 n KS . Fy =1 se 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 #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. o .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 = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/ MIN. CONCRETE Fe 3000 PSI MIN, C -90 HOLLOW /FILLED BLOCK Fm m 2000 PSI MIN. SEALANTS; FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE /ALUMINUM COLORED SIUCONE. WEEPHOLES; WI = 1- 13/16" X 1/4" WEEPHOLES AT 3" FROM EACH ENO WITH PLASTIC BAFFLE W2 = 1/4" WEEPHOLE AT TOP & BOTTOM RAIL 1" FROM EACH END SERIES -2000 SERIES -2050 4 O 4 8 �C 40V o 8 8 6 k sheet 4 of 9 n k 1 drowing no. W03 -75 • • • • • • • • • 1•••• • • • • • • • • • ALT. O ALT. TYPICAL ANCHORS SEE ELEVS. FOR SPACING •••• • • ••• • • •• • • • • • • • • • • • • • •• •• •• • • • • •••• • •••• • • • • •••• • • •• • • • •••• • •• • • • •• • • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPROVED MULLION & MILLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING ITEM PART g QUANTITY 1 ES1003 2 (52001 2A ES2012 1 3 152003 1 5 (51005 1/ VENT SB (51051 1/ VENT 6 151004 1/ VENT 6A E52004 1/ VENT 6B ES1052 1/ VENT 6C ES1053 1/ VENT 7 (51007 2/ VENT 8 151006 1/ VENT 9 (52008 AS REOD. 10 152002 11 152011 AS 6.00. 12 151009 2/ VENT 12A SL203 2/ VENT 128 18 X 1' 2/ LATCH 13 ES1012 1/ LATCH 14 C18251N AS REOD. 14A W23221NG AS REOD. 15 88 X 1 AS REOD. 16 16 X 3 2/ VENT 18A 110 X 4 2/ VENT 17 9232180 AS REM. 18 W23291 NG AS REOD. 19 WI-it -100 2 20 96 X 1/2 2/ BAFFLE 21 ES1010 As REOD. 22 ES2007 4/ VENT 23 ES2008 2/ VENT 24 152005 2/ VENT 25 - 1/ WEEP 26 - 1/ VENT 27 ES1505 DESCRIPTION FRAME HEAD STD. FRAME SILL HI -RISE FRAME SILL FRAME JAMB FIXED RAIL (5 -2000) FIXED RAIL (S -2050) STD. VENT MEETING RAIL (5 -2000) H.D. VENT MEETING RAIL (5 -2000) STD. VENT MEETING R8L (8 -2050) H.O. VENT MEETING RAIL (8 -2050) TOP AND BOTTOM RAIL JAMB STILE GLAZING BEAD SILL TRACK INSERT STD. SILL RISER SPRING LOADED VENT LATCH SWEEP LATCH LATCH INSTALLATION SCREWS VENT LATCH SPRING FOAM FILLED FABRIC W'STRIPPNG - SCHLEGEL FIN SEAL PILE W'STRIPPING - ULTRAFAB FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS FIX. RAIL SILL SCREWS (STD. SILL END) CRS P.H. SMS FIX. RAIL SILL SCREWS (111 -RISE SILL END) CRS P.H. SMS VENT & FIX. RAIL. W'STRIPPING - ULTRAFAB FRAME JAMB W'STRIPPING - ULTRAFAB BAFFLE - • & M PLASTICS BAFFLE SCREW F.H. SIAS GLAZING GASKET ROLLER HOUSING & GUIDE ROLLER ROLLER PIN OPEN CELL FOAM PAD 6063-16 6063 -T6 6063-16 6063 -T6 6063-16 8063 -T6 8063 -T6 6063-15 6063 -T5 6063 -T5 6063-15 6063-16 6083 -T6 6063-16 6063 -T6 6083 -T6 ST. STEEL SOFT PVC PLASTIC BRASS /ST. ST ST. STEEL 5/16 BOX SCREEN OPTIONAL FLUSH FRAME ADAPTER 6083 -T5 OPTIONAL 69f: 4RSHA0 mom CML ;FLA. PE, Q X38863 CAN. • 3538 • SEP 1 4 2009 MATERIAL RAF/P./SUPPLIER/REMARKS AT 8° FROM ENDS ZAMAK AT 11 FROM ENDS, BY INTERLOCK FH SMS 1 X 3/4 X 1 LONG m RI i ft m 1 V 0 0 0 0 8 8 8 5 drawing no. W03 -75 �heet 5 of 9 • • • • • • • • • • TYPICAL ANCHORS SEE RIM •OR ( SPACING 11!41•• • • 11 t 1, •••• 4141 • 1 •••• 11/4' SHI••• • • • • • • • O ALT. 1/4' MAX. 5141515 4 •• • • • • XO LAYOUT OX OPPOSITE •• •• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING VENT WIDTH XOX LAYOUT MIAMI-DADE COUNTY APPROVED MULLION SEE SEPARATE NOA WINDOW WIDTH VENT WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH 1/4" MAX. TRY WOOD BUCK p TYPICAL ANCHORS SEE ELEV. FOR SPACING HEAVY DUTY SERIES -2000 VENTS WITH SPRING LOADED LATCHES 5 Pgri 41141•D NOAH FLA PE. .pm S5 SEP 1 4 2009 A'R•AUCT REVISSD pb4* w1th he Plor410 CCaaddpp..:i- .■• ►nae ..%711 . 4 11 V . sh 0 � n S 5 1 • 1 drawing no. W03 -75 (sheet 6 of 9 0 ap • •••• • • •••• r O •0 SCRE •• • • • •• •• •• D.LO. ST EXTERIOR WINDOW WIDTH I /4- MAX. SHIMS SERIES -2050 VENTS WITH SWEEP LATCHES • u g & IP% • METAL STRUCTURE • • • • • •• • • • I/4 MAX. •••• • • •••• • TYPICAL AACIVGISJ • • SHIM •••• • • SEE ELEV. *OR SPACING •••• SHIM • • • VENT WIDTH VENT WIDTH XO LAYOUT OX OPPOSITE EXTERIOR WINDOW WIDTH XOX LAYOUT MIAMI —OADE COUNTY APPROVED MULLION SEE SEPARATE NOA VENT WIDTH v ' 1 BY ° WOOD BUCK TYPICAL ANCHORS Po SEE ELEV. o FOR SPACING WOOD BUCK STRUCT • •• CD • • • 0 t3 0 0 • • SCREEN OPT IIM TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH 1 _ WINDOW WIDTH I/4- MAX. SHIMS vo 1BY WOOD BUCK ( HEAVY DUTY TYPICAL ANCHORS SEE ELEV. FOR SPACING EASY: *SHAD VX1Ap FT.A PE / 38013:5 CA.N. Ahle SEP 1 4 2009 i}9R40UCT REVISED earwrigobilig with the Pbrldv Safeat Cad AMfailse O O A a $ S 0 8 8 8 drawing no. W03 -75 (sheet 7 of 9 ) Cr • • • FRAME HEAD • • • • 241 1 •••• •••• 2.330 STD. FRAME SILL .500 • • • • 2.375 • • HI -RISE FRAME SILL t0 SILL TRACK .250 VENT TOP /BOTTOM RAIL °k • • • JAMB STILE ® FRAME JAMB .088 .048 .450 t t SILL RISER 2.500 .328 .250 BULB VINYL .803 I -- 1 L.147 ® GLAZING BEAD t2 VENT LATCH FLUSH FRAME ADAPTER STD. MEETING RAIL ® SERIES -2000 H.D. MEETING RAIL ® SERIES -2000 FIXED RAIL SERIES -2000 STD. MEETING RAIL 86 SERIES -2050 H.D. MEETING RAIL ® SERIES -2050 FIXED RAIL O BB SERIES -2050 Env:,ARSHAO VIOAR' CIVIL • 8883 38 1 FLA. PE / I CAN. 3838 SAP 14 2009 2 4 drawing no. W03 -75 r, 8 8 8 s 8 s (sheet 8 of 9J • • • • • •. • •• • • • • • • • • • • • • • • • • • • • •• •• •• • • • • • • • • •• •• • • • • • • •••• • • • • • •• • • • • • •••• • • • •• • • • •••• • • • • VENT TOP/BOTTOM CORNERS FIXED MTG. RAIL CORNER FRAME ROTTOM CORNFR fir: AFFSHAtl vivAR FL 38863 CAA. 838 SEP 14 2909 PRODUCT 'wrap campObredittio "ONO Rafts Cad, J_ ; 4, oq• r - "'”" ✓4'1 0 to 4 " u 8 g O Eg gigs o L-11 ZPe ur aa g N drawing no. W03 -75 (sheet 9 of 9 ) BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E.S. Windows, LLC 10653 NE Quaybridge Ct. Miami, F1.33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "3000" Aluminum Outswing French Doors w Iwo Sidelites APPROVAL DOCUMENT: Drawing No. W04 -51, titled "series -3000 Alum Outswing French Doors (LMI) ", sheets 1, 2, 2.1, 2.2 through 6 & 6.1 of 7, prepared by Al- Farooq Corporation, dated 06 -10 -04 and last revised on MAR 25, 2010, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact Limitation: 1. Lower Design Pressures of Door, sidelites, hardware, glass and threshold options shall control. 2. See sheet 2.1 for single sidelite and sheet 2.2 for doors with sidelites options LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be availablefOrtB$pertipn at jh, jab Iitaat the request of the Building Official. This NOA revises NQA # Qf - Q$15.Q4 ro tse this page 1 and evidence page E -1, as well as approval document mentioned atoire.: • • ■ • • • : : • • • The submitted documentation was reviewed by Ishaq 1. Chanda, P.E. • • .. • • • • • . . • • • • • • • • • • • • • • .. .. ... • ... • • ... ..... • • • • • • • • • • • • • • • • • .. • • • • • .. • .... . • • • • • • • . • • • .. .. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 www.miamiadade.gov/buildingcode NOA No 09- 1217.03 Expiration Date: September 16, 2014 Approval Date: May 05, 2010 Page 1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 09 0825.04) 1. Manufacturer's die drawings and sections. 2. Drawing No. W04 -51, titled "series -3000 Alum Outswing French Doors (LMI) ", sheets 1 , 2, 2.1, 2.2 through 6 & 6.1 of 7, prepared by Al- Farooq Corporation, dated 06 -10 -04 and last revised on MAR 25, 2010, signed &sealed by Javad Ahmad, P.E. B. TESTS 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 and TAS 202 -94 along with marked -up drawing and installation diagram of aluminum outswing French door w/ Sidelites, prepared by Fenestration Testing Laboratory, Inc., No. FTL - 5938, dated 10/01/09, signed and sealed by Julio E. Gonzales, P.E. Note: This test report has been revised, reviewed, signed and sealed on 03/29/10 by Jorge A. Causo, P.E. 2. Additional Test Reports: Test reports issued by Fenestration Testing Laboratory, Inc Test report No(s) FTL -3947 & FTL -3955 per TAS 201, 202 & 202 -94, dated 02/04/04, both signed and sealed by Edmundo J. Largaespada, P.E. and test report No. FTL -5164 per TAS 201/203 -94, issued by Fenestration Testing Laboratory, Inc, dated 08/01/07, signed & sealed by Carlos S. Roinda, P. E. (transferred from file # 09- 0825.04) C. CALCULATIONS (transferred from file # 09 0825.04) 1. Anchor verification calculations and structural analysis, prepared by Al Farooq Corporation, dated 12/08/09 signed and sealed by Arshad Viqar, P.E. 2. Glazing complies w/ ASTME - 1300 -02 & -04 D. QUALITY ASSURANCE BY: 1. Miami -Dade County Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.05- 1208.02 issued to E.I. DuPont DeNemours for "Butacite PVB Interlayer ", expiring on 12 -11 -2010 2. Notice of Acceptance No. 09 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer ", expiring on 01/14/12. F. STATEMENTS 1. Statement letter of conformance and "No financial interest "issued by A1- Farooq Corp., dated 03/25/10, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated April 15, 2010, issued by Fenestration testing lab, signed & sealed by Jorge A. Causo, P. E. 3. Laboratory compliance statements, part of the above referenced test reports. G. OTHER. • ••: • • • • . • • • 1. Ibis 1 �QA`rgvi�es�NOt� #19 expiring September. 16, 2014. 2. Tat prcc;pdsal I19('s)VA:9- 2'25 dated 06/17/09, # 06 -0411 dated 07/31/07 & 02/06/06 approved by BCCO. jj / • .•. • ••. • . • • � �lk� t • l_11rvl< • • • • • • • • • • • • • Ishaq I. Chanda, P.E. • • • • • • • • • • • • • • • • Product Control Examiner • • •• • • •• • • • • • • • • • NOA No 09- 1217.03 Expiration Date: September 16, 2014 Approval Date: May 05, 2010 •.• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • E -1 (4) ANCHORS AT MTG. STILES D 6 MAX. FRAME WIDTH 73' FRAME 3' ^I HEAD . & SILL 3" HEAD /SILL CORNERS C ,� !E L_ I 1 FRAME HECCHT 93 1/2" I \ / I / ti / ii / 11 = - E /aF / 6. / iv , �/ I r/ \ ii \ II f=ir= -= == \ II ' 1\ ___4_x_- 1I \ \ \\ LOCK aPOONS FOR CAPACITY , \ / // " / / / / / / / / / / 0 'XVN .41 ,� O \ n \ ACTIVE = INACTIVE - - BUTT HINGES -- - 28 3/16' - - I 12' X. MA%' _ • ___ HEAD .. • ••• • • • •••• • • • • ••1 • • •1 • • • • ••• • • • 1 .. • • 1 • ••1 • • (4) ANCHORS AT MTG. STILES AND MULLION ENDS • 0 6" MAX. HEAD /SILL CORNERS • •• ••• • • • • O • J • • • es • k 11F • • 3.3 11/16' FR. HEAD & SILL I II • •• • R • It II • I • 11 - -_ • • II - •1 ! • • • '/it " • 11 ••:'••• • Ir• • • • • II • II II II B 11 29 5/16" D.L. OPG. 33 5/16" PANEL WIDTH / 2 3 28 3/16' D.L OPG. 36 13/16 LEAF WIDTH -SERIES -3000 ALUM - OUTSWING FRENCH DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. 146 3/8' FRAME WIDTH FRAME HEAD & SILL 6 ' 3° THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION 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 INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 7 3" / ( OxxO ) LOCK OPTIONS SEE SHEET, 2 FOR CAPACTY // /, INACTIVE 12" MAX. HEAD SILL STEP l STEP 2 STEP 3 STEP 4 STEP 5 / / / / 33 11/16' FR. HEAD & SILL 6' 29 5/18" D.L OPG. 33 5/16' PANEL WIDTH INSTRUCTIONS. USE CHARTS AS FOLLOWS. SURFACE APPLIE FALSE MUNIINS MAY BE USED TYPICAL ELEVATIONS TESTED UNITS DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT. WIND ZONE USING APPLICABLE ASCE 7 STANDARD. FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACITIES SEE SHEET 2. USE LOWER VALUES FROM GLASS. HINGES. LOCK AND FRAME 511 OPTIONS USED. FOR SIDEUTE PANEL (0) CAPACITY SEE SHEET 2.1. FOR SIDEUTE COMBINATION WITH DOOR OR SIDEUTE SEE MULLION CAPACITY CHART ON SHEET 2.2. THE LOWEST VALUE RESULTING FROM STEPS 2. 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. FOR CAPACITY 76" NOTE: FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF AND EXPOSED ON ACTIVE LEAF SEE DETAIL G ON SHEET 5. THESE PRODUCTS ARE RATED FOR LARGE & SMALL MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. tee: JAVAD MINAD CNL FLA. PE III 70592 C.A.N. 9519 7 c i / •IIAR SA 201D SILT. HINGES SHEET 2 CAPACITY PRODUCT REVISED 43 ml'n lYin@ W'WI the Florida B Coda Acceptance No •g• Expiration Date BY Mimi Dada Control T.:. :;on fu T � z g Q Q re O 4 8 � c 4 qwl 8:3111 a. O 41 ecalsg to . 1 a 8 W N Q I J a 0 U drawing no. W04 -51 sheet I of 7 DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) FRAME 60091 INCHES FRAME WIDTH INCHES GLASS TYPES HINGES LOCKS 'A'. 'B & 'D' 'C' & 'F' 'E' OPTION '1' OPTION '2' OPTION '1' OPTION '2' EXT. ( +) IMF. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) 89-3/4 37 -1/2 70.0 80.0 1 90.090.0 90.0 = - 1000 120.0 90.0 90.0 100.0 120.0 70.0 80.0 100.0 120.0 39 -5/8 - - 90.0 90.0 100.0 120.0 90.0 90.0 100.0 120.0 70.0 80.0 100.0 120.0 G. DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) •- --•• •••• FRIWE FIGHT • • IBS FRAME WIDTH INCHES GLASS TYPES HINGES LOCKS 'A', '8 & 'D' 'C' & 'F' 'E' OPTION '1' OPTION '2' OPTION '1' OPTION '2' EXT. ( +) INT. ( -) EXT. (+) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. (+) INT. ( -) ExT. ( +) NT. ( -) EXT. ( +) INT. ( - ) •}4 71 -3/4 70.0 80.0 ' - 90.0 _ 90.0 = 90.0 90.0 90.0 90.0 90.0 90.0 70.0 80.0 90.0 90.0 76 - - 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 70.0 80.0 90.0 90.0 NOMINAL WIDTH FRAME WIDTH LEAF WIDTH DAYUTE OPG. 2/6 (X) 31 -1/2" 28- 11/16' 20 -1/16' r 3/6 {x) 37 -1/2' 34- 11/16' 26 -1/18' 3/4 (X) 39 -5/8' 38- 13/18' 28 -3/16" 5/0 (xx) 59 -3/4' 28- 11/16' 20 -1/16 1_6 /0 (39) 71 -3/4" 34- 11/16' 26 -I/18" 6/4 (XX) 76" 36- 13/16' 28 -3/16' HEIGHTS: DAYUTE OPG. NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT STANDARD BOTTOM RAIL HI- PROFILE 80110M RAIL ._.678. 79 -3/4" 77 -1/4 69- 1/16 65 -5/16' 8/0 95 -3/4" 93 -1/4 85 -1/16' 81 -5/16" • • • • •• • •• • •••4 • • • • • P. OPENINGS. D.L.O. HEIGHT = LEAF HEIGHT - 8.1875" (STD. BOT. RAIL) D.L.O. HEIGHT = LEAF HEIGHT - 11.9375" (HI RISE 807. RAIL) D.L.O. WIDTH = LEAF WIDTH - 8.625" WIDTHS: FRAME WIDTH • FRAME WIDTH • • • • • • • • • • • • • DOORS • • • 'X' DOORS • •• • • • • • HINGES; OPTION 81• THREE PIECE ALUM BUTT HINGE BY 'E.S. WINDOWS' (3) HINGES PER LEAF AT 11" FROM TOP & BOTTOM AND AT MIDSPAN FASTENED TO DOOR FRAME AND LEAF WITH 910 X 1' FH SMS (6) SCREWS AT FRAME. (5) SCREWS AT LEAF 0PTI014 A2: FACE MOUNT 2 WING PIVOT HINGE BY 'MASTER ACCESSORIES' WITH EXTRUDED ALUMINUM BASE, DIE CAST ALUMINUM COVER PLATES. 5T. STEEL PIVOTS AND GALV. STEEL BRUSHES AND SCREWS (2) PER LEAF AT 12" FASTENED TO DOOR FRAME AND LEAF W 11 BOTTOM 5/16 -24 X 1' FH MS (2) PER WING NOTE: DOOR WIDTH AND HEIGHT MUST COMPLY WITH EGRESS REQUIREMENTS PER FBC WHERE REQUIRED. NOTE: LOWEST VALUE SELECTED FROM OPTION WILL APPLY. LOCKING HARDWARE; ACTIVE LEAF; OPTION 61: SURFACE MOUNT DEAD BOLT LOCK BY 'YALE' AT 45" FROM BOTTOM. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 1/4 -28 X 2 -1/2' OH MS LEVER TYPE METALLIC HANDLE AT 37 FROM BOTTOM, FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 98 -32 X 1 -3/4' PH MS. CONCEALED FLUSH BOLTS BY 'SULLNAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE. LOCATED AT 12' FROM TOP ANO BOTTOM FASTENED TO LOCK 511LE WITH 98 X 3/4' FH SMS (2) SCREWS PER BOLT OPTION A2; 3 POINT LOCK SYSTEM BY 'INTERLOCK' AT 39 FROM BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE W1T14 (2) 98 -32 X 2" 01-1 MS INACTIVE LEAF CONCEALED FLUSH BOLTS BY 'SULUVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 12 FROM TOP AND BOTTOM FASTENED TO LOCK STILE WITH 98 X 3/4' FH SMS (2) PER BOLT NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5- DEC -219 WATER INFILTRATION LIMITATIONS; WHERE WATER INFILTRATION RESISTANCE IS REQUIRED UNLIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS STD. SILL = +70.0 951 (X & XX DOORS) HI -RISE SILL = +90.0 PSF (XX DOORS) +120.0 PSF (X DOORS) STD. SILL HI - RISE SILL Engn JAW AHMAD cAAL FLA PE / 70992 C.A.N. 3538 MAR 25 2.010 1 4'5 1 2.000 PRODUCT REVISED asl wits the Florida Budding Code Acceptmme Nog Expiration Date Miami DadeS'rodwa Co40ol Division z gi 8 %0 O 0 a 0 •5 u 0 O v C 8 8 8 drowing no. W04 -51 Sheet 2 of 7 DESIGN LOAD CAPACITY - PSF FRAME HEIGHT FT. /IN. FRAME WIDTH INCHES GLASS TYPES 'A', '8'. '9' 'C', 'E' 'F' EM. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. (+) INT. ( -) 8/8 42 70.0 80.0 90.0 90.0 90.0 90.0 •. 7/0 39 70.0 80.0 90.0 90.0 90.0 90.0 • I/O 38 70.0 80.0 87.6 87.8 90.0 90.0 • • • • • • • • ••• • • 6•• • ( 0) • FRAME WIDTH • •• 3xl6° H1ta. GLASS •••• • •• 0s 0" INTERLAYeR • • dOipNT SENTRYIAS PLUS' SILICONE / DOW CORNING 795 L X 1 1 I�III9• GLASS TYPE 'A' 1/8" H.S. GLASS GLASS TYPE 'E' • 1/8" H.S. GLASS STATIONARY PANEL (0) OR SIDELITES • • • • • D.L. OPEElnS•• •••••• L.O. HEI.1i4s•LEAF HEIGST••siiiWS" (STD. BOT. RAIL) • • D HEIGHT = I AF HEIGHT - 11.9375" (HI RISE BOT. RAIL) D.L.O. WiRFID. i EL WIDTj1• • t.tki. • • • • •••• •••••• • • • 3/16" H.S. GLASS 3/16" H.S. GLASS 5 3/16" H.S. GLASS _.090" INTERLAYER 'DUPONT BUTACITE PV8' SILICONE DOW CORNING 795 Al GLASS TYPE '8' 1/4" H.S. GLASS .090" INTERLAYER .090" INTERLAYER ' DUPONT SENTRYOLAS PLUS' 'DUPONT SENTRYGLAS PLUS' GLASS TYPE 'F' 1/8" H.S. GLASS SILICONE SILICONE DOW CORNING 795 W.I / DOW CORNING 795 GLAZING OPTIONS WATER INFILTRATION LIMITATIONS; WHERE WATER INFILTRATION RESISTANCE IS REQUIRED OMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS STD. SILL = +70.0 PSF HI -RISE SILL +90.0 PSF STD. SILL 1. 1 1/8" H.S. GLASS 1/8" H.S. GLASS RI - RISE SILL .090' INTERLAYER 'DUPONT BUTACITE PVB' ' DUPONT BUTACITE PV8' 1/8" H.S. GLASS 5/32" H.S. GLASS SILICONE SILICONE DOW CORNING 795 w DOW CORNING 795 .090" INTERLAYER GLASS TYPE 5, GLASS TYPE 'D' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Error: JAVAD *MAD GAEL FLA. PE 1_70592 CAN. 3 rte, MAR 2 5 2010 PRODUCT REVISED as oae•1ytn8 with lbo Florida Building Code A o0NMM Expiration Dew ay lS L�a..a .IP Mimrd Control Division iera z � 5s 1 1 1 th 0 0 0 0 . 0 0 0, 8 8 8 8 0 1 - o° 9 0 U O W 1 a drawing no. W04 -51 sheet 2.1 of 7 DESIGN LOAD CAPACITY - PSF DOOR TO SIDELTTE TO SIDELITE MULLION SIDELITE MULL SIDELITE WIDTH FRAME HEIGHT UNRE1NFORCED REINFORCED REINFORCED INCHES FT. /IN. EXT.( +) /INT.( -) EI(T.(4) /IM.( -) E%T.( +) /IM.( -) 24 80.0 80.0 90.0 27 • • • • • • 80.0 80.0 90.0 • 30 •••• •80.0 • • 80.0 90.0 1 • • 33 6/` '!9E : 80.0 90.0 • • 36 • • • 80.0 80.0 90.0 • 806 : 80.0 90.0 39 42 • •ATID••• 80.0 90.0 •• 24 •••• WO •• 80.0 90.0 •• 27 • •••• • 80.0 90.0 -• • �B0.0�• 80.0 80.0 90.0 30 •• 33 7 / .30•• 80.0 90.0 • • 38 • • P &••• 80.0 90.0 • • 39 80.0 80.0 90.0 18 YQ' " 80.0 90.0 •• 21 • •• ••••••• 80.0 90.0 • 24 • • • •••• • 80.0 90.0 • • 27 .••2/0 • 6710 • 80.0 90.0 g5.0 • 80.0 90.0 30 • • 33 • ••• 82.4 78.9 90.0 38 60.1 76.0 90.0 II 1 / / 1 LL -AI / / • 1 I •• • • ••• • • • •' • I ••• • ••• • • • ••• MULLION UNREINFORCED REINFORCED DOOR TO SIDFI ITF MULLION NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIDELITE CAPACITIES SEE SHEET 2.1. FOR SIDELITE MUWON CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. SIDEUTE WIDTH DOOR WIDTH REINFORCED CtOFI ITF. RDFI RE MULLION (z0) ( 08 ) SIDEUTE WIDTH SIDEUTE WIDTH ( 0x0 ) ( 0810 ) Engr: AVM A4/4A0 CIVIL FLA. PE 1 70592 C.A.N. 3538 MATti b 7011 8800 ( 1f08 ) PRODUCT REVISED as complying with Om Florida Coda Acce(Itmce No Expired= Da:WM/. Miami Dada Pr d 1 8 0 1 8 a 0 c 1 S 8 8 U drawing no. W04 -51 (Sheet 2.20( 7 / / / S s \ • 1 I •• • • ••• • • • •' • I ••• • ••• • • • ••• MULLION UNREINFORCED REINFORCED DOOR TO SIDFI ITF MULLION NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIDELITE CAPACITIES SEE SHEET 2.1. FOR SIDELITE MUWON CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. SIDEUTE WIDTH DOOR WIDTH REINFORCED CtOFI ITF. RDFI RE MULLION (z0) ( 08 ) SIDEUTE WIDTH SIDEUTE WIDTH ( 0x0 ) ( 0810 ) Engr: AVM A4/4A0 CIVIL FLA. PE 1 70592 C.A.N. 3538 MATti b 7011 8800 ( 1f08 ) PRODUCT REVISED as complying with Om Florida Coda Acce(Itmce No Expired= Da:WM/. Miami Dada Pr d 1 8 0 1 8 a 0 c 1 S 8 8 U drawing no. W04 -51 (Sheet 2.20( 7 I •• • • ••• • • • •' • I ••• • ••• • • • ••• MULLION UNREINFORCED REINFORCED DOOR TO SIDFI ITF MULLION NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIDELITE CAPACITIES SEE SHEET 2.1. FOR SIDELITE MUWON CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. SIDEUTE WIDTH DOOR WIDTH REINFORCED CtOFI ITF. RDFI RE MULLION (z0) ( 08 ) SIDEUTE WIDTH SIDEUTE WIDTH ( 0x0 ) ( 0810 ) Engr: AVM A4/4A0 CIVIL FLA. PE 1 70592 C.A.N. 3538 MATti b 7011 8800 ( 1f08 ) PRODUCT REVISED as complying with Om Florida Coda Acce(Itmce No Expired= Da:WM/. Miami Dada Pr d 1 8 0 1 8 a 0 c 1 S 8 8 U drawing no. W04 -51 (Sheet 2.20( 7 • • • • • • • • • • • 3/16" X 1 -1/2" WEEP SLOT 1 /SOUL AT SIDELITES EDGE GIST. EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING a TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/16" X 1 -1/2" WEEP SLOT 2/ SILL AT XX DOORS 1/ SILL AT X DOORS I EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING STATIONARY UNITS OPERABLE UNIT$ TRIM 1er WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING IU -RISE FRAME SILL APPLICABLE TO STATIONARY AND OPERABLE UNITS 0 w F HI- PROFILE BOTTOM RAIL APPLICABLE TO STATIONARY AND OPERABLE UNITS Engr: JAM AMMO RA PE / 70592 CA.N. 3538 2 5 201(1 PRODUCT REVISED complying with Um Florida Acceptance No 03 Expiration Dem Miami Dade 1 >roWwt Control Division z ° � 0 a q 0 O 0 5 S rc E a a drowing no. W04 -51 (sheet 3 o 7 • ••1 • ••i • • • • • • ••• EDGE DIST. • • ••1 ••• •••• • • •1 ••• •••• •• •s ••• • •••• • • • • • • •••• ••I ••• • • • •• •• • • • • • •• • • • • 1 •• • •• • • • • •••• • • • • •••• TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING MIAMI -DADE COUNTY APPROVED MULLION & MUUJON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING 6 WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 /4" DNA. ULTRACON RY 'RCP' (Fu =177 KSt Fy=153 NSI) 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 SMS OR SEI DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8 ") INTO METAL STRUCTURES STEEL : 1/8" 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 a = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS Pm = 2000 PSI MIN. SEALANTS; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUMINUM COLORED SILICONE. ENT:.AVAD AHMAO Cw 0 FLA. PE / 70492 C.A.N. X438 MAR "5 201t1 PRODUCT REVISED as complying with du Adds Building Code Acceptance No 0 9'? Expitatioa Dat 9y \4La 1. U+A1a.. Miami Dade soduct Control Division Z S � a CC u Ot M I0 -J -J 3 th c 63 cg u e v 0 - a g c S 11 a 1 8 drawing no. W04 -51 sheet 4 of 7 ) • •• ••• • • ••• •I • • • • • ••• • •• ••• 1/4" MAX. SHIM . • • •• • • •. •• •••• TYPICAL ANC11 /RS • SEE ELEV. • • • • FOR SPACING 110 X 3/4" SMS 0 6" FROM ENDS & 14" 0.C. MAX. • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING 18Y WOOD BUCK 1/4" MAX. 1/4" MAX. TYPICAL ANCHORS SEE ELEV. METAL FOR SPACING STRUCTURE • • • FRAME WIDTH OPTIONAL REINFORCING SEE SHEET 2.2 FOR CAPACITY 96' X 2" X .98" X 1/8" FULL LENGTH 971.. CHANNEL (STEEL TO BE PAINTED OR PLATED) EXTERIOR (x) EXTERIOR ( OXXO ) 1/4' MAX. 1 SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING INTERIOR EXPOSED FLUSH BOLTS AT 10" FROM EACH ENO CONCEALED FLUSH BOLTS AT 10" FROM EACH END OPTIONAL TRIM IN- ACTIVE LEAF OPTIONAL REINFORCING SEE SHEET 2.2 FOR CAPACITY .96" X 2" X .96" X 1/8" FULL LENGTH STL. CHANNEL (STEEL TO BE PAINTED OR PLATED) Engr. JAVAD AHI4AO CIVIL FLA. PE 1 70592 CAN. 3538 AAR t 2010 (FLUSH BOLTS AT ACTIVE AND INACTIVE LEAFS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) 0 ( 0 -0 ) PRODUCT REVISED as Building dC with the Florida A NON 0 Expiration By 1 • LA •L A° Mimof Product Conh01 Division ra z g 1- 81 g c 8 3 a 0 m 0 0 v 0 0 2 P 1 2 S 9 5 S drawing no. W04 -51 sheet 5 of 7 ) ITEM B PART # QUANTITY DESCRIPTION MATERIAL MANP. /SUPPLIER /REMARKS 1 ES3001 -1 1 FRAME HEAD 6063 -16 - 2 E53001 -2 2 DOOR FRAME JAMB 8063 -6 - 3 ES3002 -1 1 FRAME SILL (STANDARD) 6063 -T5 - 3A ES3025 1 FRAME SILL (HI -RISE) 6063 -15 - 4 ES3003 -1 AS REGD. SID6UT6 ADAPTER 6063 -16 - 5 653004 AS REOD. SHEAR PLATE ® ANCHOR LOCATIONS 6063 -16 3" LONG 6 683005 -1 2/ LEAF TOP AND BOTTOM RAIL 6063 -15 - 8A 653024 2/ LEAF HI- PROFILE BOTTOM RAIL 8063 -15 - 7 653006 -1 1/ LEAF DOOR LEAF JAMB - HINGE SIDE 6063 -15 - 8 653007 -1 1/ LEAF DOOR LEAF - LOCK SIDE 6063 -16 - 9 653007 -2 1/ LEAF DOOR LEAF - KEEPER SIDE 6063 -16 - 10 653008 -1 AS REQD. SIDEUTE STILE 6063 -75 - 11 FB -1202 -914 2/ LEAF EXPOSED FLUSH BOLT STEEL SULLNAN & ASSOCIATES 12 F8 -1202 -914 2/ LEAF CONCEALED RUSH BOLT STEEL SULLNAN & ASSOCIATES 13 ES3011 AS REOD. JAMB TRIM 6063 -15 OPTIONAL 14 ES3012 1 SILL COVER 6063 -T6 - 15 ES3013 2/ LEAF WEATHERSTRIP ADAPTER 6063 -75 - 16 ES3014 -1 4/ PANEL PANEL CLAMP 6063 -16 - 17 653003 -3 3/ LEAF HINGE ASSEMBLY 6063 -16 SEE SHEET 2 17A - 2/ LEAF PIVOT HINGES - SEE SHEET 2 19 - - DOOR LOCK (SAVANNAH 201SL) - YALE 20 - - DEAD BOLT LOCK (PREMIER) - YALE 21 W22321ND AS REQD. FIN -SEAL PILE W'STRIPPING - ULTRAFAB 2? ES3020 A5 REDO. BULB WEATHERSTRIPPING VINYL AT SIOEUTE PANELS 23 - 1/ HINGE HINGE REINFORCING BAR ALUMINUM 1- I/4"X1/8'X4 -1/4" LONG 24 - AS REGD. HINGE REINFORCING BAR ALUMINUM 1/8" THK. X 7 -7/8" LONG 25 - 2/ LEAF 3/8" DIA. THREADED ROD W/ NUTS STEEL - 26 - AS REOD. FRAME ASSY. SCREWS - #10 PAN HEAD SMS 27 - AS REQD. MUWON REINFORCING CHANNEL A36 STEEL - 28 654014 AS REOD. BOTTOM RAIL GLASS STOP NEOPRENE I - 29 654019 AS RE00. PANEL SIUCONE STOP NEOPRENE - 30 - AS REOD. 3 /8" DIA. X 1/8" HT. BUMPER SIUCONE FRANK LOWS RUBBER CO. 31 ES4013 AS RE00. WEDGE GASKET - - 32 653022 2/ STILE FLUSH BOLT BRACKET 6063 -T5 - 33 - 2/ 8KT. BRACKET INSTALLATION SCREWS - #10 X 1" FH SMS 34 0 /LON AS REOD. DOOR PANEL W'5TRIPPING - SCHLEGEL En9r: JAVAD AHMAD OWL RA. PE / 70592 CAN. 3538 qt 9. 2010 PRODUCT REVISED B complying ad8 8m Flodde Accoptanne No Expires/on DateVF/.4 `i Dade PtW , Contra Division 5 1 0 J 0 a b T a c .W o O 0 6 8 8 S drawing no. W04 -51 (sheet 6of 7 ) a• }�- .3 p� I 2.125 0.375 l U 7� IV ( COMP -ANL \0904 -51 ESW 14 1.500 ( I 1.779 2.250 AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 8T AVE MIAMI. FLORIDA 33174 TEL (305) 28443300 FAX. (305) 2524978 .688 .225 .105 31 WEDGE GASKET (SSE 11 ) 0.312 • O IT p 078 + .688 • • 1° - -2e16 •.••' FRAME HEAD /IAMB • • • • 2.125 ¢ •• • 2.000 - • 078 11••• 3� 1••• r 11••• • � �5 WEATHERSTRIP 1•�• 060 . ADAPTER • • • •••••• •• : .. • • • .395 •• 2.674 : .. • Q SHEAR PLATE s •, 5/16` 01A. S1EEL RN .1 ° +O +Q O i 3.375 1•.• • 1••• 1 •••e1 OOC • -1.7�� •.•• • .800 • •• 4 • • 73 JAMB TRIM 1.000 852 (OPTIONAL) 045 (SERIES -3000 ALUM OUTSNING FRENCH DOOR (LMJ.)) E.S. WINDOWS, LLC 5 220 N.W. 72 AVE. BAY #4 MIAMI, FL 33166 i t TEL (305) 624 -7775 FAX. (305) 624 -7777 • • •••••• • • .913 •• • ••• . • • • • �•• .o7e 3.500• • •••••• • • • 2.000 1 0 CO II U 17 3 PIECE HINGE .250 1.112 t I F� 590 ® TOP /BOTTOM RAIL .125 • 960 I - 1.5131 2.674 078 395 b - 2.000 - 8 PANEL CLAMP I UOI3d138 iiI 11111 I 91.93/803 0338 83d '038 '0381913930 13395 SILL 398497 ON 03009 1Nt1 'U00 V .0. 55910 50310403 0338 11Old 1038 2 Q REINF. MULLION CHANNEL 1 .750 2.000 - 913 ..... '621 .490 . -- 1.145 �- 2.163 .078 .590 r _ 3.350 ® SIDELITE ADAPTER 1.750 - d t y � LY J �t'J .913 .062J 0 1.145 7.250 .078 4 7.750 094 10 SIDE UTE STILE ) I � I .';75 .927 {L-. SILL COVER „© 0401'09 4 t 80TCL4 3 80'41'80 0 L0'LI'80 3 ® FRAM (STD.) 4.625 1.954 II I(,1 - .8 /S :vlws, 4.000 .094 .913 5901.790 I 1.984 -4 1.145 .062 Env: AVM AHMAD CM RA !'E 1 70592 CA11. 3538 F5 M A 5 2010 PRODUCCREVISED aammplymg Dm _ wi tho Flo cNN pQd2J� II " - Facpi I .ei ? �" Division .490 .553 a-. I �� 1.750 .590 1 drawing no. W04-51 .094 0 HINGE STILE I � .913 F� .078 l 4.000 --mot ® ® LOCK STILE /KEEPER STILE 1-.-1.750 --1 0 HI- PROFILE BOTTOM RAIL 4.000 ® FRAME SILL (HI -RISE) (sheet 6.10 7 • • • • •• • • •• • • • •• • •• • •• MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E.S. Windows, LLC 10653 N.E. Quaybridge Ct. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. +DESCRIPTION: Series 4000 Aluminum Sliding Glass Door -LMI ` A . PPROVAL DOCUMENT: Drawing No. W03 -100, titled "Series -4000 Aluminum Sliding Patio Door (LM1) sheets 1 through 8 of 8, prepared by Al- Farooq Corporation, dated 11/08/03 and last revised on Jan 30, 2009, signed and sealed by Dr. Humayoun Farooq, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Exterior (positive) design pressure are limited to +70 PSF w / 2-1/2" sill & +80 PSF w/ 3 -1/4" sill LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be availablg fo; ygsp ion tie job site at the request of the Building Official. This NOA revises $ renets 11%QA; #3)8 037'5.03 consists of this page 1 and evidence page E -1, as well as approval document umentioned Aare; . • . • . The submitted docttnlentaL was reviewed I Ishaq I. Chanda, P. E. • • ••• • - • • • • • • • • • • • • • • • • • • • • • 00 • • • • • •. • • • • • • 00 • ..• • • • • ••• • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • •• •• • • • •• 00 000 • • • 000 • • MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.gov /buildingcode NOA No 09- 0210.07 Ex piration Date: March 18, 2014 Approval Date: April 01, 2009 Page 1 E.S. Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • A. DRAWINGS (transferred from file # 08 0477.03) 1. Manufacturer's die drawings and sections. Drawing No. W03 -100, titled "Series -4000 Aluminum Sliding Patio Door (LMI), sheets 1 through 8 of 8, prepared by Al- Farooq Corporation, dated 11/08/03 and last revised on Jan 30, 2009, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS (transferred from file # 08- 0477.03) 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 and TAS 202 -94 Along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No(s). FTL -3908, dated 10/09/03, FTL -3909, dated 09/26/03, FTL -3910, dated 09/30/03 and FTL -4287, dated 09/22/04, signed and sealed by Joseph Chan, P.E. and Test Report No. FTL -4287, dated 09/22/04, signed and sealed by Edmundo Largaespada, P.E. 2. Additional test No. FTL -5471, dated 01/24/08, per TAS 201/203 -94, issued by Fenestration Testing Lab, signed & sealed by Michael Wenzel, P.E. C. CALCULATIONS 1. Anchor verification calculation dated 01- 19 -09, complying w/ FBC 2007, prepared by A1- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Calculations, and structural analysis, prepared by A1- Farooq Corporation, dated 04/16/08, signed and sealed by Dr. Humayoun Farooq, P.E.(file # 08- 0477.03) 3. Glazing complies with ASTME - 1300 -02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to "E.I. DuPont DeNemours" for "Sentry Glass ® Plus" dated 01/17/02, expiring on 01/14/07. 2. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont De Nemours & CO., Inc. for "DuPont SentryGlas ,D Plus ", expiring on 01/14/2012. F. STATEMENTS 1. Statement letter of compliance w/FBC -2007, dated Jan 19, 2009, signed by Dr. Humayoun Farooq, P.E. 2. Statement letter of compliance and of no financial interest, dated 01/19/09, signed and sealed by Dr. Humayoun Farooq, P.E. 3. Statement of Lab compliance, part of above test reports. G. OTHER ••,• . 1. :This N LA i� ei 8i rone ws NOA # 08- 0477.03, expiring March 18, 2014. 2. !e ; Qis t4t041(3Ajs) NOA# 06- 0606.02 and 04- 1117.05. icAketc I. Ishq 1. Chanda, P. E. • • • • • • • • • • • • • Product Control Examiner • • • • • • • • • • • • • • • • • • • • • • • • • • • • • s NOA No 09-0210.07 • • • • • • • • • • •: • • • • • Expiration Date: March 18, 2014 E -1 Approval Date: April 01, 2009 • • • • • • • • • • • • • RIES— • • - •••• - • •• • • • • • • • • • • •••• • • • • i1 4; U I I G . DO DESIGN LOAD RATING FOR DOORS TO BE AS PER CHARTS SHOWN ON SHEETS 2 AND 3. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 /2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). W000 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 LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 192' MAX TYPICAL ELEVATION TESTED UNIT DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE & SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS. Enirra: . NUMAYOLT4 FAR000 FLA. 165 Ft 67 CAN. 3538 - uaa Elpirodoo Date 8 ,, • Ltu, Miami Dade we/COMM u' p n 3 0, cm e R e ry < MIR E S a y a drawing no. W03 -100 S. sheet 1 of 8 DOOR WIDTH t9' MAX CLUSTER OF ANCHORS AT HEAD /SILL (STILE LOCATIONS) _ HEAD /SILL -_ SEE DETAIL ON SHEET 3 I (,�1I,I 1 1 KW -4/r 8 144313H 900t1 ,�!J' •xvro .9/£ 89 1H9314 1394d I I 1 1 1 I I I 1 **do - ra ----- 4 - i 1=1.3 g7, 'XV44 t 43 t1/16' MAX. . 49 1 /18' MAX. D.L OPG. •: PANEL WIDTH r 49 S /16' MAX. >!!_b1.PU�wiH�l1 PRODUCTRENEWED • • • • • • • • • • • • • RIES— • • - •••• - • •• • • • • • • • • • • •••• • • • • i1 4; U I I G . DO DESIGN LOAD RATING FOR DOORS TO BE AS PER CHARTS SHOWN ON SHEETS 2 AND 3. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 /2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). W000 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 LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 192' MAX TYPICAL ELEVATION TESTED UNIT DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE & SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS. Enirra: . NUMAYOLT4 FAR000 FLA. 165 Ft 67 CAN. 3538 - uaa Elpirodoo Date 8 ,, • Ltu, Miami Dade we/COMM u' p n 3 0, cm e R e ry < MIR E S a y a drawing no. W03 -100 S. sheet 1 of 8 DESIGN LOAD CAPACITY - PSF (ALL CONFIGURATIONS SHOWN ON THIS SHEET) GLASS TYPES A'. 'D' OR 'C' PANG •DIN NOYNAI wags ODOR Koff oxigs NO REINFOR'G MEDIUM REINFOR'G HEAVY REINF'G EXT. ( +) WT. ( -) Ext. ( +) INT. ( - ) Exr. ( +) INt. ( - ) R g : v s 80 -_ 70.0 80.0 70.0 80.0 70.0 80.0 • - 7012 _MIL _ 70.0 80.0 70.0 80.0 - - 70.0 80.0 70.0 80.0 - - - - 70.0 80.0 - - - - 70.0 80.0 $M <V 98 - - 70.0 80.0 70.0 80.0 - 70.0 80.0 70.0 80.0 - - - - 70.0 80.0 - - - - 70.0 80.0 • • •••• • • •••• • •• • 3/18' H.R. GLASS • • • • •••••• .090' NIITERIATER • • ' DUPONT SEHTRYGMS ILUS' • • 3/18' H.S. GLASS • •• • • • • • SILICON§ • • • • • DOW CORNING 795 •••• • • •••• ..:.g • • k • • M • GLASS TYPE 'A' b XO (SHOWN) OXO (SHOWN) OX XXX xx 3/18' H.S. GLASS .090' INTERLAYER DUPONT BUTACITE PVB 3/18' H.S. GLASS GLASS TYPE 'B' SILICONE DOW CORNING 795 C 4 - 4- XXX (SHOWN) OXXO APPROVFD CONFIGURATIONS 5/32' HEAT STREN'D GLASS .090' INTERLAYER ' DUPONT BUTACITE PVB' CLASS TYPE 'C' b 1/4' HEAT STREN'D GLASS SILICONE DOW CORNING 795 4- -5 4. XOXXOX (SHOWN) 4- o- -5 XXXO(SHOwN XXXX SEE SHEET 3 FOR XO OR XX DOORS WITH HEAVY REINFORCING USE SCHEDULE 'A' (SHEET 3) FOR ANCHORS ON AU. SIZES THIS CHART. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Env: 0 . HUII A 0 UN FN400 RA. PE / 18557 CAN. 3538 JAN 3 0 2009 PRODUCT RENEWED uses pbty with the Fbrbda Beldlsg Code AnziWance Ne°y o 7 Entrains Date Mgt 4, 7o/if t11�i +Horde LAS Ns •�•. 0 is i 8 drawing no. W03 -100 sheet 2 of 8 n a a 1 8 c 4 8 5 1 9 5 8 5 5 DESIGN LOAD CAPACITY - PSF (08 OR 80 ONLY) GLASS TYPES 'A' OR '8' SUBSTRATE SCHEDULE 'A' HEAVY RELNF'G (SEE DETAIL SHEET 5) 6 0009 mom SCHEDULE 'A' SCHEDULE '8' SILL "onm EXT. ( +) 1NT. (-) EXT. ( +) INT. (-) [A A '4 HEAD 80.0 103.0 80.0 103.0 80 80.0 103.0 80.0 103.0 80.0 103.0 80.0 103.0 80.0 103.0 80.0 103.0 30 80.0 103.0 80.0 103.0 36 98 80.0 99.9 80.0 103.0 30 100 80.0 103.0 80.0 103.0 38 80.0 95.0 80.0 103.0 ANCHOR CHART SUBSTRATE SCHEDULE 'A' SCHEDULE '8' W000 HEAD 1/4" ANCHORS 5/16' ANCHORS SILL 1/4' ANCHORS 1/4" ANCHORS JAMB 1/4" ANCHORS 1/4' ANCHORS CONCRETE HEAD 1/4' ANCHORS 5 /18' ANCHORS 51L1. 1/4' ANCHORS 1/4' ANCHORS BLOCK JAMB 1/4' ANCHORS 1/4' ANCHORS • • • •• • • • • •••• • • • • • g = r =4 m • • • • •M • 6 • ••••- • • •••• i • • • • • • • • •••• •••• • 7 • c • • • • ••• • // •.J.• •0'•• • • •••• • •• • • • • • 31 3/8' D.L OPG. 37" PANEL. WIDTH TYPICAL ELFVATION • 72' DOOR WIDTH i 15' MAX. TYP. HEAD /ELL 31 3/8' D.L OPG. 37' PANEL WIDTH OX APPROVED CONFIGURATIONS CLUSTER OF ANCHORS SEE DETAIL BELOW m� q U SEE SHEET 2 FOR DOORS win MEDIUM OR NO REINFORCING THE SHOWN EXT. ( +) LOADS REQUIRE 3 -1/4' SILL HEIGHT (DTL. 131 ON SHEET 4). REDUCE EXT. ( +) LOAD CAPACITY TO +70.0 PSF IF 2 -1/2' ALL HEIGHT IS USED MR. ( -) LOADS REMAIN UNCHANGED. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5- DEC -219 8" RETAINING CUP AT HEAD &SILL - e • 0 0 2" 1 1/2' 1 1/2" 7' 2 Env OR. FLA DFTAIL CLUSTER OF ANCHORS AT STII F FNDS JAN 0 2009 NOTE: ALL CUP ANCHORS = 1/4' D1A. (REM #10) MUWON ANCHORS = #12 5M5 (NO SHIN SPACE) HUMAYON FAR000 STRUCTURES 7 CAN. 3538 PRODUCT ROMPED � lv suposs• Deft Division a 0 0 n C O ffi 0 8 8 8 1 8 9 8 1 S drawing no. W03 -100 sheet 3 of 8 • • • • • • •• ••• •• • • 3/4' MIN 9/16' MIN TYPICAL ANCHORS 1/4' DIA. 3 PER CUP •••• • •••• •i•• • •••• •• • h •• •• •• d i • TYPICAL ANCHORS 1/4' DIA. 3 PER CLIP 83 • • •• •• qq • • •1V • • TYPICAL ANCHORS IN PAIRS 1/4" ANCHORS USE SCH. 'A' 5/18' ANCHORS USE SCH. 8' SEE ELEV. FOR SPACING - TYPICAL ANCHORS 1/4" Ow. 3 PER CUP 1BY 8000 B1CK 4^ 0 0 P1 TYPICAL ANCHORS 812 SMS OR GRADE 5 SOS 3 PER CUP TYPICAL ANCHORS 1/4' TEKS OR GRADE 5 SDS 3 PER CLIP 114,11, a HIGH 5. WI R ° NOT BY Y 0. E.S. MUST TRANSFEERSH R 5140118 a D w t LOADS TO STRUCTURE ANCHORS IN PAIRS TYPICAL ANCHORS EE ELEV. FOR SPACING 3 ER CUP MIAMI-DADE COUNTY APPR'D MULLION STEEL a 1/8' THK. MN. ALUMINUM a 1/8' THK. MN. (8083 -T5) SEE SEPARATE NOA TYPICAL ANCHORS IN PAIRS 1/4' DIA. USE SCH. 'A' 5/18' 01A. USE SCH. 'B' SEE ELEV. FOR SPACING TYPICAL ANCHORS N PAIRS 812 SMS OR GRADE 5 SOS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS 1/4' TEKS OR GRADE 5 SOS ELEV. FOR SPACING METAL STRUCTURES TYPI ANCHORS IN PAIRS 1/4' CAA. SEE ELEV. FOR SPACING W000 BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 4 OR 5 /16" DIA. ULTRACONS BY 'ELM' (Fu•177 KS. Fy..155 KS) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -1/2 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 1 /4" DIA TFKS OR SFI F DRII I ING SCRFW5 (GRADE 5 CRS) 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) 11 SMS OR SELF DRILLING SCREWS INTO MIAMI —DADS COUNTY APPROVED MUWONS (MIN. THK. = 1/8") (NO SHIM SPACE) MIN. EDGE DISTANCES INTO CONCRETE AND MASONRY = 2 -1/2 MIN. INTO WOOD STRUCTURE = SEE DETAIL (A) INTO METAL STRUCTURE = 3/4" MIN. CONCRETE re m 3000 PSI MIN. MASONRY rm = 1500 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUMINUM COLORED SILICONE. WEEPHOLES: W1 = 1 - 3/4" WEEP NOTCH AT EACH END W2 = 3/4" WEEP NOTCH AT EACH END W3 = 3 X 1/4 WEEP HOLES AT 2 FROM EACH END Engr: I FAROOO STRUETU ES FIA. PE 8 18551 CAN. 3538 AN 3 0 2009 PRODUCT RENEWED sewittehst .kN the Florida Raiding code Ac NO Dab -02/ e Conhof Division § 2 s 8 6 V' 8 o y�' y n� 9� 8 6 8 8 6 0 8 drawing no. W03 -100 sheet 4 of 8 • • •• • •• • • • . •.I • • • • • 2BY VOOD BUCK :1:=Zi3 • C) 1/4' MAX. PANEL WIDTH ASTRAGAL STILE EXTERIOR DOOR WIDTH O.L. OPG INTERLOCK STILES JAN s 0 2009 TYPICAL ANCHORS IN PAIRS 1/4' DIA. © SEE ELEV. FOR SPACING 1/4' SHIM MAX. (sheet 5 of • • TYPICAL•AACAOmS BN PARS 1/4' DIA. SEE ELEV. FOR SPACING METAL © flX. PANEL ON STRUCNRES INSIDE TRACK 1/4' MAX. SHIM TYPICAL ANCHORS IN PARS 1/4" CIA. SEE ELEV. FOR SPACING DOOR WIDTH HEAVY REINFORCING AT INTERLOCK & ASTRAGAL STILES D OPG SCREEN OPTL. DOOR WIDTH 1/4' MAX. SHIM TYPICAL ANCHORS IN PAIRS 1/4' DIA SEE ELEV. FOR SPACING Engr. DR. HUMAYOUN FA.Mo 11... PE 1 1 CAN. 3.5.38 PRODUCT RENEWED •ampleag M.wh Plotkin flatilbe Code Acceptance N•. - , ,. Expliatios Date y r drawing 110 W03 -100 8l • • •••1 • • ••• • •• 1 • •• • •••4 • • • •••1 •• • • • • • • • •• • •• •• •• • • • • •I• •••• •••••• loose • • •••• INTERLOCK STILES SCREEN OPR - - -- MEDIUM REINFORCING AT EXT. INTERLOCK & ASTRAGAL STILES SCREEN OPTL - - -- NO REINFORCING ITEM # PART 8 QUANTITY DESCRIPTION MATERIAL MANE. /SUPPUER/REMARKS 1 ES- 4001 -1 1 FRAME HEAD 6083 -18 - 2 ES- 4002 -1 1 STD. FRAME SILL 6063 -16 - 2A - 1 11 -RISE FRAME 541. 6063 -18 - 3 ES- 4003 -1 1 FRAME JAMB 6063 -18 - 4 ES- 4004 -1 2/ PANEL TOP AN0 801104 RAIL 6063 -T9 - , 9 ES- 4009 -1 AS 8600. LOCK STILE 6087 -19 - 6 ES- 4006 -1 45 RE00. INTERLOCK 6063 -15 - 7 ES- 4007 -1 AS 8600. FEMALE ASTRAGAL 6063 -19 - 8 ES -4008 AS 8600. TOP & BOTTOM 8A4 STIFFENER 6083 -16 - 9 E5 -4009 2/ PANEL PANEL 0100E (TOP ONLY) CELCON NOT SHOWN 10 ES -4010 2/ PANEL RETAINER CLIP, 8' LONG 6083 -16 - 13 E5 -4013 45 8600. GLAZING WEDGE - - 14 ES -4014 45 8000. BOTTOM RAIL CUSS STOP NEOPRENE - 14A ES -4019 45 9600. SILICONE STOP NEOPRENE - 19 842324181( AS 8600. STILE & JAMB WSTRIPPING - GLASS PANELS, ULTR#FA8 16 02864708 AS 8600. TOP 854 WSTRIPPNG - 01.455 PANELS, UURAFAB 17 E9 -4019 45 8600. 80TTOM 854 W'STWPWNG vim GLASS PANELS 19 810X1 -1/4" PH 545 8/ PANEL PANEL ASST SCREWS - GLASS PANELS 194 81001" FH SUS 2/ CORNER FRAME ASS/ SCREWS - - 20 to -39- 1939 -4281 2/ MOV. PANEL GLASS PANEL ROLLER ASSY. ST. STEEL 1 - i/4' 0.0. 8486615 21 81001 -1/4' PH SMS 1/ ROLLER ROLLER INST. SCREWS - 0159 PANELS ONLY 23 2300 -1005 1/ MOV. PANEL MORTISE LOCK 51. STEEL - 24 - 2/ LOCK LOOK INSTALLATION SCREW - 8 -3 2 0 1/2' FN MS, ST. STEEL 25 537 1/ LOCK LOOK 9181(8 PLATE PLA16D STEEL - 26 810 PH 945 2/ LOCK 51708E PLATE MOUNT. SCREW - NOT SHOWN 27 88232 1/ LOCK INTERIOR 4440 EXTERIOR PULL STE - (3) 86 -32 14 1/2" EH MS, SE 28 054028 AS 8600. SILL 819614 6083 -75 - 29 ES -4017 2/ PANEL FIXED PAM. CUP (OUT8DE PANEL) 6083 -15 - 294 ES -4020 2/ PANEL 41X643 PANEL CUP (INSIDE PANEL) 6063 -19 FOR 0X0 DOORS 30 810X1 /2" PH SMS 2/ CUP FIXED PANEL CUP FASTENER - - 31 - AS 8002. 1/4" X 1-1/2' REINFORCING 845 STEEL - 32 - 45 8600. I/2' X 1 -1/2" REINFORCING BAR STEEL - 33 P3802448 45 8600. 3" LONG SELF 40HESIVE PILE PAD WOOL AT 8640 AND SILL 34 - 2/ 510E BUMPON NEOPRENE - sheet 6 of POI Oa 10 2 !OI 0 m 8 8 S U U drawing no. W03 -100 • ••• • ••• • • • ••• •• • • ••• • ••• • • • ••• #10 2 PER 441 SMS LEG FIX PANEL CLIP 3/4'X 2'X.090' ALUM ANG I FIX. PANEL CUP USE INTERLOCK & ASTRAGAL AL M MIGLE .090' T ON S 2 & 3 111/111) IV Z g 0 F Q [ii IZ fa 6 H� r, 3 $ 636363 di a f/I !toil 1 � I� fN IIP 1 , • • • • • 4 , j „ • 1 411 28 PER LEG • 1 • • il nn ,, ' I lid I X , O Al X .• • • 1 •: 1 • • d 1 1 i s 1 • • � ..1�� ,1 r �,�.�� suss r m' - - - - _ r pk_-- ■11� �.��11 L E !VT _ - t' x .n • II II a 0 R w w i ' `� 3/4 PANEL CUP ALUM ANGLE CO SMS 2PERLEG X O X i $ � `i , _ . o.�.ti_ �AZ.� • I 1J i i r' IO �1i= ua rri,� ! 8 E eg g �� o, o o i . r �h � XOXXOX CONFIGURATION DtEwEU Env OR. HUMATOWI FAR0 PRt4DTZIYt yi u RES FLA PEP 105 CAN. 3938 - : �L b cempyln• tl•MASA BuidingCade 9uo . , �7 '� a,.. -- drawing no. W03 -100 i �d. . %' JAN 3 0 2009 Sheet 7 of 8) • ••• • ••• • • • ••• •• • • ••• • ••• • • • ••• • •••• • •••• • • • • ..• •• • • • • •• • ••• • • • • •• • • • • 1.812 4.311— • • • 'FRAME HEAD • • • • • . • • • •® RAIL STIFFENER • •• • •• • 0.499 • • • • 2 • 875 PANEL TOP /BOTTOM RAIL FRAME SILL .125 F� -1.418 �I 10 RETAINER CLIP • •• • • • • • • • • • • O FRAME JAMB - .675 r SCREEN TOP /BOTTOM RAIL O LOCK STILE 2.750 1.875 .062 1.687 .812 OB INTERLOCK STILE OO ASTRAGAL STILE .088 1.550 - - .048 1 1 28 SILL RISER 2.250 SCREEN STILE .125' STEEL CHANNEL ASTRAGAL REINFORCING .250 rt .500 1.500 L 0 0 INTERLOCK REINFORCINGS PANEL CORNER .667 .570 I — 1.385 — 29 OUTSIDE PANEL FIXED PANEL CLIP .406 570 1.385 --T INSIDE PANEL FIXED PANEL CLIP .094 .094 FRAME TOP CORNFR FRAME BOTTOM CORNER env DR. ffuNwrOUN STRUCluRES FLA. PE / 16557 CAn. 3538 JAN 3 0 2009 g Ri mo 8 D t 8 1 a g 3 • 0 �e s S S drawing no. W03 -100 (sheet 8 of 8) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.tov/bufdingcode ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION. Series 5000 Outswm g Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W08 -08, titled "S -5000 Alum. Outswing Casement Wdw. (L.M.I.) ", sheets 1 through 5 of 5, dated 01/23/08, with revision A dated 02/18/09, prepared by AI- Farooq Corporation, signed and sealed by Humayoun Farooq, 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 Division. MISSILE IMPACT RATING Large and Small Missile Impact Resistant i LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved" or the Product Control Seal, 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: Nu% of this eptire NPAial1 be provided to the user by the manufacturer or its distributors andlhall beadail tbte fioran$pacttion at the job site at the request of the Building Official. This NOA revises NON #b8►O1O4.O a and consists of this page 1 and evidence page E -1, as well as approval •• • • • • •• document mentioned • aT,ove. •• The submitted documentation was reviewed by Carlos M. Utrera, P.E. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • .•• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • ••• • • • • • •• •• • • • • • • ..• • • • • • • • • •• •• NOA No. 09 -0226.01 Expiration Dater April 3, 2013 Approval Date: April 15, 2009 Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08 -08, Sheets 1 through 5 of 5, titled "S -5000 Alum. Outswing Casement Wdw. (L.M.I.) ", dated 01/23/08, with revision A dated 02/18/09, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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 series 5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 5336, dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E. "Submitted under NOA # 08-0204.05" C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by AI-Farooq Corporation, dated 02/17/09, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02/04 2. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by AI Farooq Corporation, dated 1/15/08, signed and sealed by Humayoun Farooq, P.E. "Submitted under NOA # 08- 0204.05" D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated February 19, 2009, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated January 15, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL- 5336, issued by Fenestration Testing Laboratory, Inc., dated December 7, 2007, signed and sealed by Carlos S. Rionda, P.E. G. OT HER 1. Melee 8: al 1$o : 0$-0204.05, issued to ES Windows LLC, approved on 04/03/08 and ek bn.l14701/13.:.: • • • • • • • • • • •• • •• • • • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • • • • • • • • • • • •• • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • •• • • • ••• • • E -1 749/ rlos M. Ufrera, P.E. Product Control Examiner NOA No. 09- 0226.01 Expiration Date: April 3, 2013 Approval Date: April 15, 2009 • • • • •••••• • • • • •• • •• • ••• • ••• • • • ••• •• eee • 1•• • ••• II • • •••• • • •••• • • • •• • • • •• •••• • • • • • • • •• • • • • • • • • • • •••• • • • • • •• • •• •• • • •• • • • • • • • • • •• • • • • • SERIES- 5000 ALUMINUM - OUTSWING - CASEMENT WINDOW APPROVAL APPLIES TO SINGLE VENT OR DUAL VENT WINDOWS WITH X AND XX CONFIGURATIONS. ALSO COMBINATIONS OF CASMT /CASMT OR CASMT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 /2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 37 WINDOW WIDTH SINGLE VENT WOW. ,` I/$ HEAT SIREN D GLASS i .090' INTERLAYER \ C BUTACITE PVB BY 'DUPONT' \ j r1 /8' HEAT STREN'D GLASS \j I 1 SIMCONE DOW CORNING 795 GLAZING DETAIL NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT ()CAM- DEC -219 9' SURFACE FALSE MUNTINS 3 I 3' OPTIONAL \ .' ) l 1 DUAL VENT WOW l i MAXIMUM DESIGN LOAD RATING = + 85.0 PSF L(FoR SHOWN ABOVE CR SINAIi FR) _ • 85.0 PSF THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. UTTERS ARE NOT REQUIRED. Env: OR. HUYAYOUNN ARAR000 STRUCTURES FLA. PE 1 19557 CAN. 3738 FEB 1 9 2009 Woo' P10/ISED •ny_1i1�0 Fbiib 0,4 0/ ._ff/kfk7� bV: v 0 n x 9 a' 5 m C� S �I drawing no. W08-08 (sheet 1 of 5 ) • t' (W) " • ■; / \ 11 ; - - ,--=.. / .! 11 \ 1 ,. / 1 - - - - 7 4.1 - _ _ _ .,,, / I: - - / 1 II / I! . . \ I i .B/I gg 11401311 IN-AA ' X V I I .11 1 1 1 d 30 5/8' 30 5 /8' [ VIA D.L. OPG 35 7/8' 0.4 OPC 35 7/8' VENT WIDTH VENT WIDTH 74' • • • • •••••• • • • • •• • •• • ••• • ••• • • • ••• •• eee • 1•• • ••• II • • •••• • • •••• • • • •• • • • •• •••• • • • • • • • •• • • • • • • • • • • •••• • • • • • •• • •• •• • • •• • • • • • • • • • •• • • • • • SERIES- 5000 ALUMINUM - OUTSWING - CASEMENT WINDOW APPROVAL APPLIES TO SINGLE VENT OR DUAL VENT WINDOWS WITH X AND XX CONFIGURATIONS. ALSO COMBINATIONS OF CASMT /CASMT OR CASMT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION 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 WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 /2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 37 WINDOW WIDTH SINGLE VENT WOW. ,` I/$ HEAT SIREN D GLASS i .090' INTERLAYER \ C BUTACITE PVB BY 'DUPONT' \ j r1 /8' HEAT STREN'D GLASS \j I 1 SIMCONE DOW CORNING 795 GLAZING DETAIL NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT ()CAM- DEC -219 9' SURFACE FALSE MUNTINS 3 I 3' OPTIONAL \ .' ) l 1 DUAL VENT WOW l i MAXIMUM DESIGN LOAD RATING = + 85.0 PSF L(FoR SHOWN ABOVE CR SINAIi FR) _ • 85.0 PSF THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. UTTERS ARE NOT REQUIRED. Env: OR. HUYAYOUNN ARAR000 STRUCTURES FLA. PE 1 19557 CAN. 3738 FEB 1 9 2009 Woo' P10/ISED •ny_1i1�0 Fbiib 0,4 0/ ._ff/kfk7� bV: v 0 n x 9 a' 5 m C� S �I drawing no. W08-08 (sheet 1 of 5 ) • • • • •' TYPICAL ANCHORS SEE ELEV. FOR SPACING •••• •• ril a) gi p•••• • • • • • • •••• •••• • w • klIELL _ —� • ri VII 1,20 4 , q - • 0 . . 1 . . • • • • •• • • 1� WOOD RUCK 0 a \ ` TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING -\ WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" TAPCON5 INTO 28Y 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 014 SMS OR SELF DRII LING SCREW INTO 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) TYPIC.AI EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 3/4" MIN. INTO METAL STR!1CTURE = 3/4" MIN. SEALANTS: ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS SEALED WITH CLEAR /ALUMINUM COLORED SEALANT. Etgr. DR. HUMAYWN FAROOQ STRUCTURES FLA. PE Y 16357 CAN. 35.48 FEB 1 9 2009 STRUCTURE !Ii01.0MM 'goe+� Amp rim' a frti•d alio d M, O u giq gPgi $ 5 drawing n� W08 -08 sheet 2 of 5 •• ••I• • • • • • • • • • • • • • • • • • • • • • •• • • • • • SINGLE VENT WINDOWS DUAL VENT WINDOWS MIAMI —DADE COUNTY APPR.D MULLION SEE SEPARATE NOA WINDOW WIDTH Engr. DR. HUMAYOUN FAROOD FIA. PE STRUCTURES C.A.N. }538 FEB 1 9 2009 TYPICAL ANCHORS � O SPACING WINDOW WIDTH z • p Q E t O m fg fg LL olvA O v oo6E IK • o ittedg ? '° Q+3E g sheet 3 ot $ A L— J drawing no. WO8-08 Trent WART/ QUANTITY DESCRIPTION MATERIAL MANP. /SUPT9JER /REMARKS I E55001 -5 1 FRAME HEAD 8083 -T8 - 2 E55001 -8 1 FRAME SILL 6083 -78 - 3 ES5001 -3 1/ VENT FRAME JAMB -HINGE SIDE 8083 -78 - 4 _ E55001 -4 1/ VENT FRAME JAMB - LATCH SIDE 6083 -05 - S ES5002 -1 1/ VENT VENT TOP RAIL 8063 -T6 - - 6 ES5002 -2 1/ VENT VENT BOTTOM RAIL 8083 -78 - 7 ES8002 -3 1/ VENT VENT SIDE RAIL -HNGE SIDE 6083 -T6 - 8 855002 -4 1/ VENT VENT 510E RAIL -LATCH 510E 8063 -T6 - 9 ES5004 -1 2/ VENT SNUBBERS. 2 -1/2 LONG (AT 11 -1/2 & 52 FROM BOTTOM) 8063 -T6 - 10 ES1008 -4 AS REGD. GLAZING BEAD 8063 -T8 - 11 ES1010 AS RE00. GLAZING WEDGE SOFT PVC - 12 - AS REOO. FRAME & VENT ASSEMBLY SCREWS - 110 X 1 -1/2 P41 SMS 13 - 2/ SNUBBER SNUBBER INSTALLATION SCREWS - 18 X 1/2 PH SUS 14 855008 AS REGD. OUTER WEATHERSTRIPPING NEOPRENE - 15 8550058 AS REOD. INNER WEATHERSTRIPPING NEOPRENE - 18 PJ540 -SS AS RE00. CORNER LOCK - SULUVAN & ASSOCIATES 17 30155 2/ VENT 4 BAR HINGES-HEAVY DUTY - TRUTH HARDWARE 18 - 3/ HINGE HINGE MOUNTING SCREWS AT FRAME - 110 X 1/2 PH SMS 18A - 4/ HNGE HINGE MOUNTING SCREWS AT VENT - 110 X 1/2* PH 5M5 19 23 SERIES 1/ VENT SINGLE ARM OPERATOR (AT 8 -1/2 FROM ENDS) - TRUTH HARDWARE 20 - 4/ OPER. OPERATOR MOUNTING SCREWS - 110 -24 X 3/8* PH SMS 21 30175 1/ OPER. 13 -3/4 LONG TRACK Si. STEEL TRUTH HARDWARE 22 - 2/ TRACK TRACK MOUNTING SCREWS � -- - 110 X 3/8 PH S5 SUS 23 - 1/ VENT LOCKING HANDLE - SULUVAN & ASSOC. 24 - 2/ VENT LOCKING CAM (AT 11 -I/2 & 50 -1/2 FROM BOTTOM) - SULUCAN & ASSOC. 25 - 2/ LOCK LOCK MOUNTING SCREWS - 18 -32 ■ 1/2 PH MS 26 ES5013 1/VENT LOCK HARDLE/CAM CONNECTOR - 1/4 a 1/2 ALUM. BAR 27 855011 2/ BAR CONNECTOR SCREWS - CUSTOM 28 25- 200K -5S 2/ VENT KEEPERS (AT 12* & 51 FROM BOTTOM) ST STEEL SULLIVAN & ASSOC. 29 - 2/ KEEPER KEEPER MOUNTING SCREWS - 110 X 3/8 PH SUS 30 - OPTIONAL 5/18 BOX SCREEN - - 31 855014 -1 - DRIFT RESTRAIN CLAMP. 8 LONG 8083 -T8 AT MIOSPAN OF VENT 32 - 3/ CLAMP CLAMP MOUNTING SCREWS - 110 X 1/2 PH 5M5 3J 855009 2/ VENT ANTI SAG SKATE. 2 LONG NYLON /CELCON M&M PLASTICS 34 - 2/ SKATE SKATE MOUNTING SCREWS - 16 >< 1/2 PH5M5 35 - 2/ ASSY. TANDEM LATCH SPACER - - 36 855007 -1 1 IM POSE 6063 -T6 37 855010 AS ROD. IMPOST STIFFENER 6083 -76 • 1.218 L 3.030 • • ••• (,: 3)\'/ • • • • • r — 2.125 • .082.- D 1 • •••• • •• • • • • • • • FRAME • :1848 - -�9 ... • •• • • • •I: •• • • • ••• • ••• 00 2.125 1.878• • :595 I • • .08 • •• • • • •••. • • 7 8 •• •km. IMPOST 7) IMPOST STIFFENER } 7 2.081 2.530 • • • •• • ••• • OA! ••• •• • • • • • .837 GLAZING BEAD E^9r. 08. HUMAYOUN FARa00 mucnoms RA. PEPE X1 CAN. FEB 1 9 2009 c 4 C drawing no. WO8 -08 sheet 4of 5 ) • • • • • • • ••• 1•• •• F•• • F •• l•• • • r i • ••• • •••• • •• •••• • . • • •• • • •• IMPOST CORNER • • • • • •• • • VENT CORNER Erglr. 08. NUMAYOUN FAROE* STRICTURES R PE 18557 CAN. 3538 ® 1 9 2009 paaminamED OBE .&_ iis! K - v� r_ i3 [fa J 411 og • n • o � drawing no. W08 -08 } (sheet 5 o 5 MARK DESCRIPTION WIDTH HEIGHT TRIB POS.PRESSURE P.S.F. NEG.PRESSURE ZONE P.S.F. N.O.A. A HORIZ- ROLLER IMP. 53.125 , 50.625 9.34 54.73 -59.37 INT (4) 09- 1008.06 B HORIZ-ROLLER IMP. 74.000 ' 38.375 9.86 54.73 -73.29 END (5) 09- 1008.06 C CASEMENT IMP. 37.000 38.375 9.86 54.73 -59.37 INT (4) 09 -0226.01 D HORIZ- ROLLER IMP. 45.E 38.375 6.00 54.73 -59.37 INT (4) 09-1008.06 E HORIZ- ROLLER IMP. 47.E 35.E 5.71 54.73 -59.37 INT (4) 09- 1008.06 F CASEMENT IMP. 37.000 50.625 13.01 53.80 -71.41 1 END (5) 09- 0226.01 MARK DESCRIPTION WIDTH HEIGHT AREA • ; f a • • 'J'R UR ONE N.O.A. 1 FRENCH DOOR IMP. 37.000 80.000 20.56 52.17 -56.81 INT (4) 09- 1217.03 2 ING DOOR IMP. 144.000 50.625 12.66, • 53.89 .. • -58.53 • • • INj (4) 09 -0210.07 3 FRENCH DOOR IMP. 72.000 80.000 2040 : 2.27 : : t6.91 : 1:IT: (4) 09- 1217.03 HORIZ- ROLLER IMP. 47 X 35 5.71 SQ.FT. +54.73 -59.37 NOA: 09- 1008.06 HORIZ -ROLLER IMP. 45 X 38.375 6.00 SQ.FT. +54.73 -59.37 NOA: 09- 1008.06 CASEMENT IMP. 37 X 38.375 9.86 SQ.FT. +54.73 -59.37 NOA: 09 -0226.01 BATH NOT PART OF PERMIT v GARAGE KITCHEN FLOOR PLAN LAUNDRY HORIZ- ROLLER IMP. OB S TUDY 74 X 38.375 9.86 SQ.FT. +54.73 -73.29 NOA: 09- 1008.06 EGRESS CASEMENT IMP. 37 X 50.625 OA 13.01 SQ.FT. HORW LLL :TMFT. : . : ••• 53.125j(50.6Zs ••• •4i•41•• �• • •• 934 ••. •.. •i®A+•09K0.2i6i0s1 +54,73 -59.37 N04: 09.1008.06 • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •• • • •• • • • • • • • •• • • •• • • • • • • • • • • • • • • •• • • • • • • • •• •• • • •• • • • FRENCH DOOR IMP. 72 X 80 20.00 SQ.FT. +52.27 -56.91 NOA: 09- 1217.03 FRENCH DOOR IMP. 72 X 80 20.00 SQ.FT. +52.27 -56.91 NOA: 09- 1217.03 • • ••• • • • • • • • • • • • • • •• •• ••• • • DINING ROOM LIVING ROOM FRENCH DOOR IMP. 72 X 80 20.00 SQ.FT. +52.27 -56.91 NOA: 09- 1217.03 SUDING DOOR IMP. 144X50.625 12.66 SQ.FT. +53.89 -58.53 NOA: 09-0210.07 CL FRENCH DOOR IMP. 37 X 80 20.56 SQ.FT. +52.17 -56.81 NOA: 09- 1217.03 EGRESS BEDROOM W.I.C. BATH BATH BEDROOM EGRESS HORIZ- ROLLER IMP. 53.125 X 50.625 9.34 SQ.FT. +54.73 -59.37 NOA: 09- 1008.06 � HORIZ- ROLLER IMP. 74 X 38.375 9.86 SQ.FT. +54.73 -73.29 NOA: 09- 1008.06 NOT PART OF PERMIT O HORIZ- ROLLER IMP. 53.125 X 50.625 9.34 SQ.FT. +54.73 -59.37 NOA: 09- 1008.06 O CASEMENT IMP. 37 X 38.375 9.86 SQ.FT. +54.73 -59.37 NOA: 09 -0226.01 Og HORIZ- ROLLER IMP. 74 X 38.375 9.86 SQ.FT. +54.73 -73.29 NOA: 09- 1008.06 GENERAL NOTES •-ONE STORY STRUCTURE (15 FEET MEAN ROOF HEIGHT ). *-EXPOSURE C. • - 1 46 M.P.H. WIND VELOCITY. •-KD = 1.0 °FBC 2007. °ASCE 7-05 WIND CODE. • -BASED ON TRIBUTARY AREA AS SHOWN. °CONTRACTOR TO VERIFY DIMENSIONS. to-FOR EGRESS, THE MIN. CLEAR WIDTH REQUIRED !S: 20; THE MIN. CLEAR HEIGHT REQUIRED LS: 24; AND A MIN. CLEAR OPENING OF 5.0 SQ.FT. SCOPE OF WORK *-ALUMINUM HORIZ - ROLLER WINDOW - IMPACT RESISTANT. BY E.S. WINDOWS. ACCEPTANCE #: 09- 1008.06 *ALUMINUM CASEMENT WINDOW - IMPACT RESISTANT. BY E.S. WINDOWS. ACCEPTANCE #: 09- 0226.01 •- ALUMINUM FRENCH DOOR - IMPACT RESISTANT. BY ES. WINDOWS. ACCEPTANCE #:09- 1217.03 •- ALUMINUM SLIDING -GLASS DOOR - IMPACT RESISTANT. BY E.S. WINDOWS. ACCEPTANCE #: 09-0210.07 WINDLOAD PRESSURE TABLE FOR WINDOWS TOTAL Sq.Ft.= 152.66 WINDLOAD PRESSURE TABLE FOR p.OQR TOTAL Sq.Ft= 191.18 • • ••• •• • • •. • • • • • • • • • • • •• • • • • • • •• • • • • • • • • • • • • • •• •• • • ••• • • • • • • • ••• • • • • • • ••• • • • • •• • • • • • • • • • • •• •• • • • ••• DRAWN ON ' REVISED ON 0x/27/10 SCALE 1 ///■t' CON1BdT: WINDOWS/DOORS RE'LACEA ENT f. 2 ';∎ MTN ALL FEDERAL " F3 AND REC! r!O"1s • • • •• • • • • • • • • • • • • • • • •mili' ° GP•• `i.i; • • •• • • d • ' -+•., '1 ••• • • • • I. {•,.. I • • 1; • • • • •, • •" - y • • • • •" •"� • •• • • • • " • • • . � +. �. _ l• • • • \\ • • .., • `• i • • • __• •• ▪ 1 i w l' � I � .. • • •1 • • • •• * • • __- • s a- 1: •• }••• • •• •• • • • •• •• ••• • • • ••• • • • • • • • • • • •• • • • • • • • • • • •• • • • •• • •• •• • • ••• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••••••• • • • • • ••• • • • • • • • • • • • • • • • • •• •• • • • •• •• • • ••• • • • • • •