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WS-10-562Inspection Number: INSP - 139633 Permit Number: WS -4 -10 -562 Scheduled Inspection Date: May 11, 2010 Inspector: Bruhn, Norman Owner: WOLVERTON, SUSAN Job Address: 9280 NE 12 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: E -Z GENERAL & ROOFING CONTRACTORS INC Building Department Comments REMOVE AND REPLACE WINDOWS AND DOORS IMPACT Passe Failed Correction Needed Re- Inspection Fee May 10, 2010 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments For Inspections please call: (305)762 -4949 Phone Number C L. Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Parcel Number 1132050070172 Phone: (954)418 -8640 Page 12 of 30 Project Address Owner information SUSAN WOLVERTON Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 9280 NE 12 Avenue Miami Shores, FL 33138- 1132050070172 Block: Lot: SUSAN WOLVERTON Address 010 Pe N O S- - Parcel Number Phone Valuation: Total Sq Feet: $ 16,000.00 9280 NE 12 Avenue MIAMI SHORES FL 33138 -2929 Contractor(s) Phone Cell Phone E -Z GENERAL & ROOFING CONTRAC (954)418 -8640 Type of Work: WINDOWS & DOORS No of Openings: 13 Additional Info: IMPACT Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $9.60 • $3.20 $260.00 $15.00 $12.80 $300.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing 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. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Pay Date Pay Type Invoice # WS -4-10 -37488 04/20/2010 Check #: 1088 04/01/2010 Check #: 1055 Amt Paid Amt Due $ 250.60 $ 50.00 $ 50.00 $ 0.00 Date Applicant Available Inspections: April 20, 2010 Cell 62 Replacem.. PROVE! Expiration: 10/17/2010 Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment April 20, 2010 1 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Cit 00,-0,44D P k/ L Qualifier Name IJ ft -e,y ? . ► AS State Certificate or Registration No. (r 6 C /SO SS 'L Value of Work For this Permit $ /5 5101. IA Type of Work. Describe Work: Building Miami Shores Village Building Department /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Roofing Owner's Name (Fee Simple Titleholder) i ek.. 5. uc ens Phone # Owner's Address Cli 2 2 0 C ) E 1,2,-1-11 /VC.. City IA ',cow: ore/ State Fl Tenart'Lessee Name Ix80 County 11 - 3205-0 OCL2i Permit No Master Permit No. Zip 33137 Phone # 'Ll� 1Je AAR Zip Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name (n eArAQ 6 (O0 1 �+O)Phone # Contractor's Address 1 17 5 i (J E ,o -f h A.. I G" State 7 1-1 Zip 33334- PMEnVilD APR 9 ? HY: 3313 305 - 30 - 3136 - Phone # a Sl- (I - V C( 0 Certificate of Competency No. C G C 1(0 i .(a Architect/Engineer's Name (if applicable) Phone # Square / Linear Footage Of Work: ['Addition DAlteration DNew ❑ Repair/Replace ❑ Demolition 2f move- oh fe 2 CR._ 4iincLows owel • • or c �u��`, t /- - * * *** ** * *, * ** * *** **** *********** * * * ** F ** *, *** * * * *, ** ** ** ** ****** **** *** ** $ • � �Q L Submittal Fee � $ Permit Fee $ CCF $ ( 0.' CO /CC c� C V Technology Fee $ la-y/0 Notary $ Training/Education Fee $ 3-a0 Scanning $ IJ " a) Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ a3O' Wei See Reverse side - . $.1 44, 4 19 • r Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE .RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to 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 issues In the of such posted notice, the inspection will n be approve a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of re b!' 20 JQ , by G"I e LT. M c 1'k who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC - - Sign: Print: • (Revised 07/10/07) My Commission Expires: MANUELNOVOA MY COMMISSION # DD 892302 EXPIRES: May 25, 2013 ^nde ThmNotnryNM" Undorwritors its v 4"14 APPLICATION APPROVED BY: 4ed State Zip z 3 Contractor The foregoing ins ent was acknowledged before me this - day of gk4,, E., . 20 Jo , by /Uey P who is personally known to me or who has produced as identification and who did take an oath. My Commission Expires: **** ** **** * ** * ** *** * * * ** ** *** ** ***** * ** * ***** * *** it* **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Plans Examiner Engineer Zoning 1/tiP/a sittledVdole &4d Deftmtateme 10050 NE 2 Ave Miami Shores, FI 3313 Phone 305 - 795 -2204; Fax 305-762-5253 www.miamishoresvillage.com CONTRACTOR LICENSING/ REGISTRATION REQUIREMENTS FOR ALL CONTRACTORS TO REGISTER IN THE VILLAGE OF MIAMI SHORES THE FOLLOWING REQUIREMENTS ARE NEEDED: DADE COUNTY CONTRACTORS: A. Certificate of Competency B. Dade Municipal Occupancy C. Dade Occupational Occupancy D. State Registration E. Liability Insurance Certificate F. Workers Compensation Insurance or Exemption STATE CONTRACTORS: A. State License B. Occupational License C. Liability Insurance Certificate D. Workers Compensation Insurance or Exemption * * * * * * * ** *ALL INSURANCE CERTIFICATES MUST BE MADE OUT TO THE FOLLOWING * * * * * * * * * ** Miami Shores Village 10050 NE 2 AVE Miami Shores, FI 33138 ALL PERMIT APPLICATION REQUIRE THE QUALIFIERS NOTARIZED SIGNATURE ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Business Name: E-7— &wedzaLl j @AM asC40g5 NC . Business Address: 4'b ( 1■) E- 10 AVe Nu ,9a k La id 'KIR F 1. 3 33 3 Li Business Telephone: (qSt() L I l S - 86 q( Fax Number: ( 951 ) 9 l Q - 8650 Qualifier Name: 1 hl /15 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 - 0783 DIAS, NEY PETHER 7-Z z3 c ai 17NRR r r_ ROOOF I LiG CONTRACTORS INC 4751 4751 NE 10TH STREET OAKLAND PARK FL 33334 Congratulations! With this license you become one of the nearly one million Fioridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE REGULATION (850) 487 -1395 STATE OF FLORIDA AC# 9 DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CGC1505586 08/07/08 088024544 CERTIFIED GENERAL CONTRACTOR DIAS, NEY PETHER E -Z GENERAL & ROOFING CONTRACTOR IS CERTIFIED under the provisions of Ch.489 FS Expiration date: AUG 31, 2 L0808070i673 r st ss 4, , STATE OF FLORIDA ,Zt DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION '' EY CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 DIAS, NEY PETHER E -Z GENERAL & ROOFING CONTRACTORS INC 4751 4751 NE 10TH STREET OAKLAND PARK FL 33334 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridaiicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE STATE OF FLORIDA AC# 3899365 DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CCC1325628 08/07/08 088024519 CERTIFIED ROOFING CONTRACTOR DIAS, NEY PETHER E- Z GENERAL & ROOFING CONTRACTOR IS CERTIFIED under the provisionu of Ch.489 FS azpiratioa date: AUG 31, 2010 L08080701734 J Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid $ 27.001 J $ 27.00 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A -100 Ft Lauderdale FL 33301-1895 954-831-4000 Business Phone: VALID OCTOBER 1, 2009 THROUGH SEPTEMBER 30, 2010 DBA: Business Name: E Z GENERAL & ROOFING Owner Name: CONTRACTORS INC Business Location: 4751 NE 10 AVE Business Phone: OAKLAND PARK 33339 (754)368 -0990 Rooms Seats 'Number of Machines: For Vending Business Only Tax Amount T ransfer Fee NSF Fee DBA: Business Name: E Z GENERAL & ROOFING Owner Name: CONTRACTORS INC Business Location: 4751 NE 10 AVE OAKLAND PARK 33339 (754)368 -0990 Rooms Number Seats Receipt # 180 - 0007671 Business Type: GENERAL CONTRACTOR Business Opened: State/County /Cert/Reg: Exemption Code: Employees Machines Professionals 1 UNIT Vendin T, De: Penalty i Prior Years 1 Collection Cost Total Paid 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 Employees 1 UNIT For Vending Business Only Receipt # 185 - 0001665 Business Type: ROOFING CONTRACTOR Business Opened: State/County/Cert/Reg: Exemption Code: Machines • 06/04/03 CGC1505586 NON EXEMPT 11/01/02 CCC1325628 NON EXEMPT Professionals MAILING ADDRESS NAME AND LOCATION OF LICENSEE BUSINESS CODE BUSINESS DESCRIPTION RESTRICTIONS BUSINESS TAX RECEIPT CITY OF OAKLAND PARK 2009-2010 ISSUED DATE: August 18, 2009 E-Z GENERAL & ROOFING CONTRACTORS, INC. 4751 NE 10 AVE OAKLAND PARK, FL 33334 E-Z GENERAL & ROOFING CONTRACtoRS INC 4751 NE 10 AVE BAY I OAKLAND PARK, FL 33334 LICENSE NUMBER ORIGINAL NUMBER LICENSE , . EXPIRES THE PERSON OR FIRM NAMED ABOVE IS HEREBY LICENSED TO ENGAGE IN THE BUSINESS PROFESSION OR OCCUPATION LISTED BELOW IN THE CITY OF OAKLAND PARK FLORIDA. 06400 06580 GENERAL CONTRACTOR, ROOFING CONTRACTOR- OFFICE/STORAGE LICENSE MUST BE CONSPICUOUSLY POSTED AT THE PLACE OF BUSINESS SHOWN 2010002305 2008003434 980/2010 Cit>.1 1,CT, CCitita CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy. certain policies may require an endorsement. A statement on this certificate does not corder rights to the certificate holder in Hsu of such endorsem s). PRODUCER Armitage Group P 0 Box 878 Pompano Beach, FL 33061 INSURED E -Z General & Roofing & Contractors Inc 4751 NE 10th Avenue Oakland Park, FL 33334 N Customer Service Ext 303 � ��I 954.957.7000 l FAX ss service@armitagesouth. com PRODUCER cusrOLiRID #. EZGENER mmmval AFFO COVLRAGE wsuw.RA:Canal Indemnity Company INSURER B INSURER c INSURER D INSURER E INSURER F Met 27790 DATE(MMDDJYTYY) 2/23/2010 COVERAGES A CERTIFICATE NUMBER:ezcTenerl0 -002 REVISION NUMBER:None THiS IS TO CERTIFY THAT THE POLICIES OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REOUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WiTH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERI+AS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY EFF POLICY DIP POLICY NBA= AUTOMOBILE LIABILITY ANYAUTO ALL OWMC AUTOS SCH€ZMJLEB AUTt S HI3ED AUTOS NON -OWNED AUTOS GL98453 L i::to *44/1.V 7/18/10 LiED EXP tAryi we paws,) PERSONAL & MY INJURY GENERAL AGGREGATE PRODUCTS - COMPrOP AGG $ 1 , ,0 ', 0 ' 0 $ 2,000,000 $ 2,000,000 $ .ELT; 111 !?. s 1,000,000 $ 50,000 $ 5,000 E.L. EACH AC CI e.NT EL. DISEASE - EA EMPI.O E.L. DISEASE • POLICY umrT TYPE CG iNSURANt LIABILITY CENNMCMLGEKRALLMBUW CLADVSAMDE U OCCUR WORMERS COMPENSATION AND EMPLOYERS LIABLLiTY ANY PROPRaETOR1PARTNEME XECrbrrVE OFFICERIVEMBER E CUIDEIl7 (ILondstory m PUS) I tleec ibe under DESCRIPTION OF OPERATIONS Mow DESCRIPTION OF OPERATIONS a LOCAnoNS ; VEHICLES (AMisch ACORD WO, Ark ilionat Remn'I s Schetufe. A mare Macs .s etiunratl) General Contractor & Roofing Contractor CERTIFICATE HOLDER ACORD 25 (2009/09 Y,N E CANCELLATION Miami Shores Village 10050 North East 2nd Avenue Miami Shores, FL 33138 3057568972 C #002 R000 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS AUTHORIZED REPRESENT AT NE The ACORD name and logo are registered marks of ACORD LINTS 016itial 1 988 -2009 ACORD CORPORATION. Ahts reserved. THE POLICIES OF INSURANCE LISTED BELOW 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 OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OFSUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR DD'L N SRD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE IMM/DD/YYYY) POLICY EXPIRATION DATE (MMIDD/YYYY) UM ITS GEN ERAL LABILITY COMMERCIAL GENERAL LABILTY EACH OCCURRENCE $ DAMAGE TO RENTED PREMISES (Ea occurrence) $ CLAIMS MADE OCCUR MED EXP (Any one person) $ GEN'L PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ POLICY PEROT- LOC AUTOMOBILE LABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ GARAGE LABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS! UMBRELLA UABIUTY OCCUR CLAIMS MADE DEDUCTIBLE RETENTION $ EACH OCCURRENCE $ AGGREGATE $ $ $ $ A AND EMPLOYERS' ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER (Mandatory It yes, describe SPECIAL PROVISIONS Y/ N 83036629 7/24/2009 7/24/2010 X TORY LIMITS O ER E.L. EACH ACCIDENT $ 100 , 000 EXCLUDED? E.L. DISEASE -EA EMPLOYEE $ 100,000 In NH) under below E.L. DISEASE - POLICY LIMIT $ 500,000 OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS ACORD CERTIFICATE OF LIABILITY INSURANCE PRODUCER (954) 943 -5050 FAX: (954) 942 -6310 rank H. Furman, Inc. 1314 East Atlantic Blvd. P. 0. Box 1927 Pompano Beach FL 33061 INSURED E Z General And Roofing Contractors Inc 4751 Ne 10th Ave Oakland ( Park FL 33334 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 INSuRER A: Bridgefield Employers Ins Co INSURER B: INSURER C: INSURER D: INSURER E: DATE (MM/DD/YYYY) 2/23/2010 NAIC # 10701 COVERAGES CERTIFICATE HOLDER Miami Shores Village 10050 NE 2nd Avenue Miami Shores, FL 33138 ACORD 25 (2009/01) INS025 (200901) CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBUGATION OR LABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Frank Furman, Jr /MC © 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 1 1111111111 1111111111111111111111111111111111 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 11- 3.2O5 -001 - Ol [,2. STATE OF FLORIDA COUNTY OF MIAMI -DADE THE UNDERSIGNED hereby gives notice that improvements will be madeto 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 stmt / address: 2. Description of improvement itR<lp owi. VMtQ&S 3. Owner(s) name and address: 4. Contractor's name_and address: 1-1 Gvneva 400 • Cam., r S 1ntd G rq AM- - 86 t1J _Ph, '/S/ N 10 ' 3 33i gWit— 411 -16SO- it, 5. Surety: (Payment bond require owner from contractor, if any) Name and Address C Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement (the expiration daft different date is U ,-,, ed) X Print Owner's Name iJ 4" f e- 1 .r. P' a 4 -- Prepared by tllCCL .. e- Dm-S S w o r n t o and subscri • b e f • - me this Z-3 da o f re 6 /',i4r f', 20 O j lont ek 5• t e.ta, d env ♦ at .Va m sTi 12. ti% Interest in property: 100 °lo Name and address of fee simple titleholder. 1i not Notary's Name: My commission expires: r, 641 — Jt- ►kucka 14 2010R0219932 8k 27236 Pss 2827 - 2828; (2PHS) CORDED 04/01/2010 16 :01 :46 ARVEY RINIM, CLERK OF COURT IAIII -DADE COUITYr FLORIDA 3"hottm ft, 0 Address: • /3Jq'2 S-c 757: rc-nW Primary Zone: 1400 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL- SINGLE FAMILY Beds/Baths: 'Floors: 3/3 Regional: 1 Living Units: 1 - Adj Sq Footage: 2,193 Lot Size: 8,368 SQ FT Year Built 1964 . ., Legal Description: PLCiF GOVT LOT 4 l'El 5-60 LOT M LESSSIOFT. & - LESS BEG 1400 • OF NW COR LOT M TH 41.66.61 FT NELY161-X1T 'MN 53 DEG 2IMINOT SEC W OR.32FT i'll N 69 ad 49 filltiBefSEOW FOR.1._ Year 2009 2008 Rally Authority: Applied Exemptkint Taxable Value: Applied Exemption/ Taxable Value: Regional: $0/$368,068 $04521,019 - County: $04368,068 804521,019 City: 80/3368,068 $04521,019 School Board: $0/$368,068 $04521,019 Folio No.: 11-3205-007-0172 P.focletiff: 9280 NE 12 AVE . Mailing Address: DANIEL J MCFADDEN 9280 NE 12 AVE MIAMI SHORES FL 33138- Year: 2009 2008 Land Value: $146,440 $209,200 &Mho Value: $221,628 $311,819 Market Value: $368,068 $521,019 Assessed Value: $368,068 $521,019 Sale Date: 3/2009 Sale Amount . 3350,000 . Sale OfFt: 268094770 - . Sales Qualification Description: Sales quaffed as a result of exarnination of the deed View Additional Sales 'Property Information Report fClose windowl My Home Property Information Report Summary etails: Pronertv Information: Assessment Information: Taxable Value Information: Sale Information: jaick here to Printl This report was created on 212312010 9:11:52 AM for reference purposes only. Web Site @ 2002 Miami-Dade County. All rights reserved. OR 13K 27236: PG .2828 LAST PAGE STATE O FLORIDA, GOLEfiTY OF DADE 1 HEREBY CERTIFY that this is a copy of tha AP / A 0 2'0 originq fit:Kt this offit on clay of 0 my 11^ anAai6a1 HAR RUV f Cfroset end Gordy Cecr4; 40,4 http://gisims2.miamidade.gov/myhome/proptext_printasp?folio=11320500701728ccmd= 2/23/2010 Permit No: 10 S3 Job Name , 2010 M iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 Page 1 of 1 / //11 Building Critique Sheet LLOcinh- 149‘415 rno.4 a,1 ,ize s. C.c. c� Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 (A) (B) (C) (D) (E) (F) • • • • • • • • • x26 %; ' ... $Mding Window 53x38% Sliding Window • • 7 8 71%x80 Sliding Glass Door 5 9 74%x38'/2 Sliding Window 141 x 80 Sliding Glass Door 4 9280 ne 12 Ave Miami, FL 33138 1 0 (A) 37 x 52 Single Hung (B) 74 x 52 Fixed Window (C) 37 x 52 Single Hung (D) 37 x 24 Fixed Window (E) 74 x 24 Fixed Window (F) 37 x 24 Fixed Window 3 53x48% Single Hung 30 %x80' /: French Door 2 11 106x38% Sliding Window 1 13 12 53x38% Sliding Window 37x38% Sliding Window 53%x38% Sliding Window Represents Opining # 101' EX Wind Pressure Calculator • . • • • • • • • • • �r 1 9 ASCE 7 -05 Component & Cladding Pressure Calculator Date: April 9, 2010 Job #: 10 -EZC -0001 - 01 ! Hover HELP: Contractor :1EZ GENERAL CONTRACTORS Project Info: McFADDEN RE5 9380 NE 13 AVE, MIAMI FL. ENTER 1 Building Mean Roof Height 15.0 ft Description •••• • Enter Notes Here> ENGINEERING BXF 150 SW 12th Ave #105, Deerfield Beach, FL 33442 PHONE ;(954) 354 -0550 FAX:(954) 354 -{1443 Double Click or Drag: 146 MPH Presets side C ate Exaosure: Roof Tom: Roof slope: 18.4 Deg' (4.0 :13) Pitch Width fo Height http://www.engexp.com/calculators/asce705_cc.cfm Enter Minimum Bldg Dimension:] Peak Uir d Veloci (3 Ser. Gist)! Bide. Classification: Zone Width (a): 3.00 ft. Directionality Factor Kd: 0.85 1.00 39 in 81 in 48 In 14.4 sq.ft. 17.4 sq.ft. 17.7 sq.ft. 78.3 sq.ft. 40.0 sq.ft. RTES: Design is in accordance with ASCE 7.05 and the 2007 Florida Building Code. Results are not valid for use unless approved via original signature and raised engineer seal of a PE from Engineering Express. Results are based on contractor - supplied data and shall be field verified by others prior to use Selection & Installation of products shall be approved using these dimensions and pressures as verified by others. 30.0 ft .48.7 psf oh = 39.37 psf Kh =0.85 Kzt =1 Y = 1. GPI ( + / -) =0.1 En_ try Mode:'' Multiple Opening C Single Opening Page 1 of 1. Page 2 of 3 US Contour Map: FL Contour Map: Area Zonee Neg Pressured Pos Pressure -40.0 psf 1 45.4 psf -58.9 psf 44.8 pst 1 MTV n APR 142010 • ••!••• • • i • •••• ••. 53 in • 37 in 27 in psf 4 -49.3 psf -50.4 psf -49.3 psf -48.3 psf -49.5 psf 44.7 psi 40 .3 psi' 42.3 For 45.4 psf 46.5 psf 45.4 psf 44.4 psf 45.6 psi 1 Valid Only with Raised Engineer Seal April 9, 2010 Frank L. Bennardp, P.E. PE0046549 Cert Auth 9885 4/9/2010 10b • int° • •••• • iiii • .._,. • • 74 in 1 52 in 26.7 e.ft. 13.4 sq.ft. ,____ • • 37 in • • ' • 5111;1 :iblf • es.- • • • • • • 57 in • • • • 24 in 10.0 so.ft. 'tee .... 0000 • 00 • ••.. 74 in 040 --°•• 37 in 24 in ----- 1 12.3 q.f1. 10.0 s ...• . • -•-••• ... •••• • • • -+•• .100 in 39 in 28.7 sq.ft. 0 1.2• • •••• • .4„ 53 in 39 in 14.4 sq.ft. •3• ••-• .... • • : L". 37 in • 39 in 10.0 se.ft. •••• , 12 in f EX Wind Pressure Calculator • • • • • • • • ill 11 ENTER Building Mean Roof Height 15.0 ft Description ENGINEERING EXRRES 160 $W 12th Ave #106, Deerfield Beach, FL 33442 PHONE(954) 354-0660 FAX(954) 354-0443 Local SavernLead EX Office /Lost') ASCE 7-05 Component & Cladding Pressure Calculator Date: April 9, 2010 Job #: 10-EZC-0001 - 01 Hover HELP: Contractor: IEZ GENERAL CONTRACTORS Project Info: MC FADDEN RES. 9280 NE 12 AVE, MIAMI FL Double Click or Drag: Enter Minimum Bldg Dimension:I 146 MPH Presets Bldg. Catewma 9 Bldg. Classification: Cif Ex o_p_l_sure:, Zone Width (a): 3.00 ft. Ro of Directionality Factor Kd: obit! flr-A 1.00 !toot Mew 18.4 De' (4.012) Pitch Width i Height Peak Wind Veloci , AAV.M M W,MWa W4 ,0. Enclosed 0.85 Area Opening 10b must use Glass Type C and Anchor Type B or C http://www.engexp.cornicalculators/asce705_cc.cfm 30.0 ft 3 Sec. Gust)! 4E us Contour Map: 0 FL Contour Map: 1§1 qh = 39.37 psf Kh =0.85 Kzt = 1.00 I = 1.00 Gcpi (+1-) = 0.18 Entry Mode: e Multiple Opening (..) Single Opening Zone@ Neg Pressure 4 -47.4 psf 1 NOTES: Design is in accordance with ASCE 7-05 and the 2007 Florida Building Code. Results are not valid fort: Se unless approved via original signature and raised engineer seal of a PE from Engineering Express. Results are based on contractor-supplied data and shall be field verified by others prior to use. Selection & installation of products shall be approved using these dirminsions and pressures as verified by others. -50.4 psf -49.8 psf -50.4 psf -47.2 par 50.4 psf 41- Page 2 of 3 Pus Pressure 43.5 psf -49. 45.6 p 46.5 psf 1. 45.8 psf I 46.5 psf 4. .3 par 45.4 psf 46.5 psf valid Only w ith Raised Engineer Seal ril 9, 2010 Frank L. Bennardo, P.E. PE0:146649 Cert Auth 9R$5 Page 11- of 14 4/9/2010 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E. S. Windows, LLC 10653 N.E. Quaybridge Court 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 "3000" 8'0" Outswing Aluminum French Doors w/ wo Sidelites - L.M.I. APPROVAL DOCUMENT: Drawing No. W04 -51, titled "Series -3000 Alum Outswing French Doors (LMI) ", sheets 1 through 7 of 7, prepared by Al- Farooq Corporation, dated 06/10/04 and last revised on 08/14/09, prepared by AI- Farooq Corporation, signed and sealed by Arshad Vigar, P. E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control 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. REVISION 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. INSI+FCJ'Jpiy: cgpy gf this pptire NOA shall be provided to the user by the manufacturer or its distributors End slat t b1 a3railaDle for inspection at the job site at the request of the Building Official. This ti A renews 1$OA i No 0'f- 0828.09 and consists of this page 1 and evidence pages E -1 and &-2, as .. ... . . . . : well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. • ••• ••• • • • • • • • • • • • • • • • • • • • • • • ••• • • ( IIAMICADE COUNTY ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • •• •• MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.gov/buildingcode NOA No. 09- 0825.04 Expiration Date: September 16, 2014 Approval Date: September 16, 2009 Page 1 E. S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W04 - 51, titled "Series -3000 Alum Outswing French Doors (LMI) ", sheets 1 through 7 of 7, prepared by Al- Farooq Corporation, dated 06/10/04 and last revised on 08/14/09, prepared by Al- Farooq Corporation, signed and sealed by Arshad Viqar, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 5164, dated 08/01/07, signed & sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07- 0828.09) 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 marked -up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No.'s FTL - 3947 and FTL - 3955, and dated 02/04/04, both signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 04- 0712.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 08/14/09, signed and sealed by Arshad Vigar, P. E. Complies with ASTM E1300 -02 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: Q� D,uPt Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. • • • • • • • • • • • • • • • • ••• •• • • • •• • ••• • • • • • • • • • •• • • ••• • • • • • • • • • • • • ••• • • •• • • • • • • • • • • • ••• • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • •• • • E -1 Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09-0825.04 Expiration Date: September 16, 2014 Approval Date: September 16, 2009 E. S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 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. 3. TREMCO Part No. TR- 14271E EPDM exterior glazing gasket complying with ASTM C864 Option II exceptions, ASTM D412 1600 PSI, D395B 22 HRS 158 °F. E. STATEMENTS 1. Statement letter of conformance and no financial interest, dated December 30, 1997, signed and sealed by Humayoun Farooq, P.E. 2. Laboratory compliance letter for Test Report No. FTL -5164, issued by Fenestration Testing Laboratory, Inc., dated July 31, 2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07- 0828.09) 3. Proposal No. 06-0411 issued by BCCO, dated February 06, 2006 and July 31, 2007, signed by Jaime D. Gascon, P. E. (Submitted under previous NOA No. 07- 0828.09) 4. Laboratory compliance letter for Test Report No.'s FTL -3947 and FTL -3955, issued by Fenestration Testing Laboratory, Inc., dated March 22, 2004, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 04- 0712.02) G. OTHERS 1. Notice of Acceptance No. 07- 0828.09, issued to E. S. Windows, LLC for their Series "3000 Aluminum Outswing French Doors w / wo Sidelites ", approved on 10/25/07 and expiring on 09/16/09. •• ••• • • • • to •• • • • • • • •• • • •. ••• 11 • • • •. • ••• •• ' • • • • • • • • • • • • • • • • • • ••• • • • • • _ • • • •• • • • • • • • • • • • • • -• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • . • • • • •• •• • • • •• • • • •• • • • • •• • • E -2 Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09- 0825.04 Expiration Date: September 16, 2014 Approval Date: September 16, 2009 ADDL. ANCHORS REOD. OR THRU WOOD BUCK msTosuters ONLY FRAME WIDTH 34 5/8" 68 3/4' 34 5/8' SURF. FALSE MAY I TILL • FRAmE HEAD & SILL 12" FR. HEAD & SILL otiosoto RS 1' j 1 . I 1 1'1 11i I •• • • •4, •• I • ij ,, • I,• • • • • . i • • • • . • • t, it tt II (o) It n \ y _ 1 L. ' 1 1 r11 IT i \i ,\ / i� J it o o r II I / LEti HUGH; • • • • • ••• • • • ( sTL BOr r. Rj) • • • • • • 81 5/16' � D.L.O. (HI- PROFILE BOTT. BM-) (m) 'dll II I I 30 1/4" 26 1/16" 1 12" 1 1 I 30 1/4" 'MI ,9 e D.L. OPG. 34 1/4" D.L. OPG. 34 11/16 D.L OPG. 34 1/4" • • • • iNTO SERIES - 300Q ALUM OUTSWING FRENCH DOOR THESE PRODUCTS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITIES. 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 W000 ONLY. MATERIALS INCLUDING BUT NOT LIMITED 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. 144' Oxx CE APPLIED MUNTINS E USED ADDL. ANCHORS RECD. INTO OR THRU WOOD BUCK INSTALLATIONS ONLY 6" MAX. TYP. HEAD /SILL CORNERS 11 TYPICAL ELEVATION$ TESTED UNITS 26 1/16" D.L. OPG. 71 3/4" FRAME WIDTH 68 3/4' FRAME HEAD & SILL \ I Eng. APS1AD WOAR COWL FLA. PE 8 38863 CAN. 3538 AUG 1 4 1.Uq9 / 12" II / II 12" MAX NOTE: FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF AND EXPOSED ON ACTIVE LEAF SEE DETAIL G ON SHEET 5. PRODUCT RENEWED as annahi .g txiu the Florida Dlcid11C COLIC ACEOp 1.10 - 0 Expilatio• IT.: BY Miami produce Co Division Itn CO VI 0 a c n q D 4 8 8 8 0,4 44 8 , q '58 55 8 °c 0 o drawing no. W04 -51 , sheet 1 of J o S'° DESIGN LOAD CAPACITY - PSF SINGLE OR DOUBLE LEAF DOORS WITH SIDELITES SIDELITE WIDTH INCHES FRAME HEIGHT FT. /IN. GLASS TYPE 'A', 'E', 'C' OR 'D' UNRETNFORCED MULLION REINFORCED MULLION EXT. (+) NT. ( -) EXT. ( +) INT. ( -) 24 27 C2 /30 / 36 39 42 �� /8781 /`!/ 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 0 . 70.0 70.0 80.0 80.0 7D.D 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 24 27 30 33 36 39 7/0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 N N N v t 8/0 70.0 78.9 70.0 80.0 70.0 74.8 70.0 80.0 70.0 71.1 70.0 80.0 67.9 87.9 70.0 80.0 65.0 65.0 70.0 80.0 62.4 62.4 70.0 78.9 60.1 60.1 70.0 76.0 1 ■ . I 1 o • �- N I .�� -. �'� -,c EXT. (+) NT. ( -) +� .rig 0 0 I.:_ r• �4 SIDELITE WIDTH v 39 _� DOOR WIDTH 70.0 OVERALL UNIT WIDTH (OUW) 1 I 1 . I 1 o • �- N I .�� -. 11 DESIGN LOAD CAPACITY - PSF STATIONARY PANEL (0) FRAME W10TH MCHES FRAME HEIGHT FT. /IN. GLASS TYPE 'A'. 'D', 'C' OR 'D' EXT. (+) NT. ( -) 36 8/0 70.0 80.0 39 7/0 70.0 80.0 42 6/8 70.0 80.0 1 a - b a . � Or N 2/6 (X) 31 -1/2' 28- 11/16' NOMINAL WIDTH FRAME WIDTH LEAF WIDTH DAYL1TE OPG. 2/6 (X) 31 -1/2' 28- 11/16' 20 -1/16' 3/0 (X) 37 -1/2'• 34- 1 1/16' 26 -1/16' 5/0 (XX) 59 -3/4" 28- 11/16' 20 -1/16 8/0 (XX) 71 -3/4' 34- 11/16' 26 -1/16' a , 0 ,1 ° rr 1 HEIGHTS: OAYUTE OPG. NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT STANDARD BOTTOM RAIL HI- PROFILE BOTTOM RAIL 6/8 79 -3/4' I 77 - 1/4' 69 -1/16' 65 -5/16' 8/0 , 95 -3/4' 93 -1/4' 85 -1/16" 81 -5/16' • • • •••• •• • •••• ••• • • 1•• • • 1•• • • 1•• • I -•• •• • • •• • •• LOAD CAPACITY - PSF SINGL! $0J ACE LEAF V ORS : iiHOUT SIDELITES CLASS TYPE , ik', a' OR AjD' MAXIIRIf DLS LOAD RATING = + 70.0 PSF (FOR SIZES SHOWN BELOW 0: SMoLLER): - 80.0 PSF WIDTHS: RAME WWTH (X) 4, x • • • • FRAME WIDTH • • •• (0) • s • •• /. • • } • / -• • ” i Y • j•• FRAME WIDTH \\ NOTE: FOR DOORS WITH SIDELITES USE SIDELITE RATING TO QUALIFY DOOR & SIDELITES. DOOR WIDTH OVERALL UNIT WIDTH (OUW) SIDELITE WIDTH = OUW - 000R WIDTH SEE SHEET 4 FOR GLASS TYPES DESCRIPTION. UNREINFORCED MULLION A oXX X00 ( 00 ) (OX) Engr: ARSHCD 410AR FLA PE B 38863 CAN. 3538 AUG 1 4 2009 REINFORCED MULLION ( 0880 ) ( 0X0 ) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 RODUCT RENEWED 1s con:7Ipi.3 tri45 Cu Florida 3u$dL'2 c.d. Acce7'.orc3 No CJ 0 - i : • Du 14k= Product Con ., E 2d14 z z 2 a 61 0 0 n a a A v c A,! 0 88 g S K � o 8 8 71 17 .L . ! I J drawing no. I W04 -51 sheet 2 of 7 • •••• • •••• • • • •••• • • ••• • •••• • •••• • • • •••• • • METAL 1 • • • • TOPICAL ANCH GS • • • STRUCTURE • SEE E LEV. • FOR SPA M% • 1BY It • • i • • n •• • w00D BUCK • • • ' f /3• •••• •/ 1• 1• • • • •• 8 x 3/16' X 1-1/2 - WEEP SLOT 1 /SILL AT SIDELITES • s TYPICAL ANCHORS SEE ELEV. FOR SPACING STATIONARY UNIT x 8 1/2 MIN. THROW BOLT PENETRATION INTO SILL 3, x 3/16 X 1-1/2 - WEEP SLOT 2/ SILL AT XX DOORS 1/ SILL AT X DOORS TYPICAL ANCHORS SEE ELEV. FOR SPACING OPTIONAL OPERABLE UNITS RIM TYICAL ANCHORS SEE ELEV. FOR SPACING SPACING � HI— PROFILE BOTTOM RAIL, APPLICABLE TO STATIONARY AND OPERABLE UNITS Engr. AR5HA0 VIGAR CM. FLA. PE j 38683 C.4..6...335538 v / AUG 1 4 2009 PRODUCT!' RENEWED es rxi'.rJyi n with 3Sc P10Tida Aocn nsce No By Mimoi`.ade Product Can Division if r ;:-.72 sr 0 4, 0 n q V a a 8 -0 6 2 a Boo 8 drawing no.l W04 -51J (sheet 3 Of T) • •••• • •••• • • • •• ••• • • • • • • • •••• • •• •••• •••• • ATYP ANCHORS • ... •�3 \LEV. •'OR SING • • • • IP • • • • • • ▪ • •• It • • • • • • • • ▪ • • I/ • II• • • • • •• • •••• • • •• 3/16" H.S. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' 3/16" H.S. GLASS SILICONE 1101 DOW CORNING 795 tit GLASS TYPE 'A' • • a•• • • •• • • • • • • 2 a N N 3/16" H.S. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB' 3/16" H.S. GLASS SILICONE DOW CORNING 795 1 :,'i GLASS TYPE 'B' GLA2 NG OP \ ORY 8000K OR , WOO %STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS, SEE ELEV. FOR SPACING 1/8" H.S. GLASS .090" INTERLAYER (- ' DUPONT BUTACITE PVB' 5/32" H.S. GLASS GLASS TYPE 'D' SILICONE DOW CORNING 795 WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM SAND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DUI. ULTRACON BY 'ELCO' (Fu =177 KSI. Fy =155 K51) 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 DIRECTLY INTO CONC. OR MASONRY 1 - 1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SFLF DRILLING SCREW (GRADE 2 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) A'14 SMS OR SFI F DRILLING SCRFWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. .090 ") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE f'c = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK f'm = 2000 PSI MIN. SEALANTS; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUMINUM COLORED SILICONE. Env: AR5HA0 'AGAR CIVIL FLt PE / 36863 C.A.N. 3538 AUG 1 4 2Ofi VRODUC7RENEWED ab nrrpl••1r,3 wi116x Florida Ibil:irr. Code Acoq!uu:os No By ado Product Co. . Division z 0 J Mcl Cog 0 D IL a Q aN o4,% IL Z N �� QV4¢k cg vg a • 4 g g 8 O 1 n13 L$ _ �,L J 1 drawing no � W04 -51 (sheet 4 of E • •••• • • • • •••• ••• • • ••• • •••• • •• •• • • • • •1 •/4' MAX • • SHIM •• •O •• • •• • .• •• METAL STRUCTURE •••• • • ••• • •• • • #100X 3/4' SMS • C 1 • • 61 FROM ENDS • & 14' O.C. MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM SPACE • • TYPICAL ANCHORS SEE ELEV. FOR SPACING // REINFORCED MULLION ` SEE CHART ON SHT. 2 .96" X 2" X .96 "X 1/8" FULL LENGTH STL. CHANNEL (STEEL TO BE PAINTED OR PLATED) FRAME WIDTH EXTERIOR ( x) EXTERIOR ( o xxo ) TYPICAL ANCHORS SEE ELEV. FOR SPACING LGj OPTIONAL TRIM INTERIOR EXPOSED FLUSH BOLTS AT 10' FROM EACH END CONCEALED FLUSH BOLTS AT 10" FROM EACH END IN- ACTIVE LEAF MULLION REINFORCING CHANNEL .96" X 2" X .96" X 1/8" FULL LENGTH (STEEL TO BE PAINTED OR PLATED) Engr ARSHAO MOM crm RA. PE # 38863 CAN. 3538 AUG 1 4 1009 (FLUSH BOLTS AT ACTIVE AND INACTIVE LEAFS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) � UNREINFORCED MULLION ,,_J SEE CHART ON SHT. 2 © REINFORCED MULLION SEE CHART ON SHT. 2 PRODUCT RTiNEWED ce mcc!yi.^.g with the Florida Ccfe Acctplaace MoO - ExP . • r f157791.. Miami . =de Product Coati Diwi;ion ( �4N.U' 51 ,w L___ -) 1 z P. at 0 ad a CCO O O° O O a . 8 N 4 L I0 4 6g 0 0 0 O 6 N 0 a 0 a 0 0 o: drawing no. 1 W04 -51) (sheet 5 of 7 • 041lbSo. 1 361 • �� • .225 -if • .105 7 11• •• 1 WEDGE GASKET (sCALE 1.1) V ti ITEM # PART @ QUANTITY DESCRIPTION MATERIAL MA:VF. /SLIP • •1 � • ... ••:. L 1.779 - • } , • • I 2. 0 1 2 3 ES3001 - 1 1 FRAME HEAD 6063 -16 6063 -15 - 553001 -2 553002 -1 2 DOOR FRAME JAMB 1 DOOR FRAME SILL 6063 -T9 4 5 ES3003-1 E53004 AS RECD. SIDEUTE ADAPTER 6063 -T6 - AS RECD. SHEAR PLATE • ANCHOR LOCATIONS 6063 -T6 3' LONG •• •• B` . .078 • • 6 6A 593005 -1 E53024 2/ LEAF TOP AND BOTTOM RAIL 6063 -T5 - 2/ LEAF M- PROFILE BOTTOM RAIL 6063 -T5 - ••••;•• • • x•2.016 FRAME *IL•AD /JAMB • • • • • • • 'r°- 2.125"1 J 0.375 i 7 8 553006 -1 1/ LEAF DOOR LEAF JAMB - HINGE SIDE 6063 -15 - ES3007 -1 1/ LEAF 000R LEAF - LOCK SIDE 6063 -T6 - 9 553007 -2 1/ LEAF DOOR LEAF - KEEPER SIDE 6063 -T6 - 3 350 • i r .078 Y. 1411 - • •• • •• " 3 � �I • I5, WEATHEfi9TRIIP • *�8 •••• 060 • •• II • • • •• ADAPTER • • - _.- �- 10 553008 -1 AS REOD. SIDEUTE STILE 6063 -15 - 0' 312 688 �� /---------------- TTYTTffrf 2.125 -- -- _ __ o "' S - I1 11 8 -1202 -914 2/ LEAF EXPOSED FLUSH BOLT STEEL SULLIVAN & ASSOCIATES 2.674 ---� 0 SHEAR PLATE 12 FB- 1202 -914 2/ LEAF CONCEALED FLUSH BOLT STEEL SULLNAN & ASSOCIATES 13 553011 AS RECD. JAMB TRIM 6063 -15 OPTIONAL 14 553012 1 SILL COVER 6063 -16 15 553013 2/ LEAF WEATHERSTRIP ADAPTER 6063 -15 - 16 ES3014 -1 4/ PANEL PANEL CLAMP 8063 -76 r- 7.750__..7 I d 11.000 .800 852 (OP'.._ 045 .. . _, 2.000 �_ 17 553003 -3 3/ OPER. LEAF HINGE ASSEMBLY 6063 -76 - 19 DOOR LOCK (SAVANNAH 2OISL) YALE 4.000 20 - - DEAD BOLT LOCK (PREMIER) - YALE - - 078 3.500 21 W22321NG AS REOD. FIN -SEAL PILE W - ULTRAFAB 6 JAMB TRIM V I l•1 II O 0+ 0+ 0 3.375 22 E53020 AS RE00. BULB WEATHERSTRIPPING VINYL Al" SIDEUTE PANELS 23 - 1/ HINGE HINGE REINFORCING BAR ALUMINUM 1- 1/4"X1 24 - AS RECD. HINGE REINFORCING BAR ALUMINUM 1 /8" THK. 25 - 2/ LEAF 3/8" DW. THREADED ROD W/ NUTS STEEL .913 26 - AS RECD. FRAME ASSY. SCREWS - 010 PAN HEAD SMS 250 1.112 27 - AS REO0. MULLION REINFORCING CHANNEL A36 STEEL - - 1°- 590 © TOP /BOTTOM RAIL 28 554014 AS RE00. BOTTOM RAIL GLASS STOP NEOPRENE - 1.531 29 E54019 AS 5500. PANEL SILICONE STOP NEOPRENE +® 0 30 - AS 5E00. 3/8" D1A X 1/8" HT. BUMPER SILICONE FRANK LOWE RUBBER CO. -� .490 i___. 1.145 - 2.163 .078 31 554013 AS RECD. WEDGE GASKET - - 32 ES3022 2/ STILE FLUSH BOLT BRACKET 6063 -15 - PANEL CLAMP 33 - 2/ BKT. BRACKET INSTALLATION SCREWS - #10 X 1" 17 3 PIECE HINGE 34 0 /LON AS REQD. DOOR PANEL W - SCHLEGEL 1.500 X2.000° .913 - '627 .563 .125 .960 �<-• I �d .590-x{ I 4.000 ® FRAME SILL ^ 1 1.750 7.250 .078 - .913 2.000 7.750 -°{ 1.145 .094 io SIDE LITE STILE III Ill 1� p 5 062 I 9 Y� - .4 .927 i SILL COVER MULLION z7 REINF. CHANNEL n <Q' 0 f ° � 2.674 t 078 -T. 395 '{ 4.625 .094 .913 I .590 1.750 4.000 Engr: ARSHAO VICAR CIVIL FU. PE 9 38863 C AN, 3538 q t AUG 1 4 2009 PRODUC'TRLiththe B u ;8 C iorida .. 35 9:.•- r "... ! By � ,r-,_ - TVIL=DudeP : „, C Dm,. 1.964 I 1.750 .590 7`50 dfawing n77� W04 -51 J .094 0 HINGE STILE ,91 L 3 3.350 0 SIDELITE ADAPTER 1- 1.7so� HI- PROFILE BOTTOM RAIL - -- -4.000 ®® LOCK STILE /KEEPER STILE (sheet 6of 7 j • ••• • •••• • • • •••• ••• • • ••• • •••• • •••• • • • •••• • • • • • • • • 000 • • • 1• • • • • • • • •••• • •• • • • • • • • • • • • • • • • • •••• • • •••• •••• • • •••• •••• • •• •• • • FRAME TOP CORNER FRAME BOTTOM CORNER 000R LEAF CORNER Engr: ARSHAP WAR CIVIL FLA. PE $ 36663 CAN. 3538 V " 4 AUG 1 4 LOfB PRODUCT RENEWED 19 complying ,vith Florida H�ii3L, Code Ac: pt81 oo No aril ..ion U By Minor Dodo Pro ct Coon E;YISn9 5 6 a ul v 2 a D q G tJ g8 0 U 8 �1 drawing no W04-51 (sheet 7of 7 • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 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.buldinEcodeonline.com 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 1000 Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W03 -56, titled "Series -1000 Alum. Single Hung Window (L.M.I.) ", sheets 1 through 6 of 6, dated 07/31/03 with revision F dated 04/23/08, prepared by Al- 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 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. IASM • ION: A cr ofthis entire NOA shall be provided to the user by the manufacturer or its Vistribu=or8 bpd hgll:be a ailable for inspection at the job site at the request of the Building Official. This MA:re cit 0V renCs NOA # 07- 0928.14 and consists of this page 1 and evidence pages E -1 and V-2, as wellas approtaPdddument mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • •• • • • • • • . • ., • • • • ••. • • • • • • • • • • • • • .• •. ... • • • • • • • ••• • • • • • • • • • • • •• •• • NOA No. 08-0527.12 Expiration Date: November 6, 2013 Approval Date: July 10, 2008 Page 1 ES Windows LLC • •• • •• •• • • • • • • • • •• ••• • • • • • • • • • • • • • • • • • • ••• • • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • •• • ••• • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -56, Sheets 1 through 6 of 6, titled "Series -1000 Alum. Single Hung Window (L.M.I.) ", dated 07/31/03 with revision F dated 04/23/08, 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 1000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -5337, dated 01/25/08, signed and sealed by Michael Wenzel, P. E. (Submitted under previous NOA #07- 0928.14) 2. Test reports on: 1) Large Missile Impact Test, per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -05 -1953, dated 04/25/05, signed and sealed by Ivonne Ghia, P.E. (Submitted under previous NOA #05 0720.01) 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 5) Large Missile Impact Test, per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -05 -1448, dated 04/22/05, signed and sealed by Ivonne Ghia, P.E. (Submitted under previous NOA #05- 0720.01) 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 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 5) Large Missile Impact Test, per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. • • • � (1u4n FTL -381A dared 06/09/03, signed and sealed by Joseph Chan, P.E • • • • ' a y1 t gd • • • : •gnder previous NOA #03- 0910.03) • • ••• • • • • • ••• • • • • • • • • • • • • • •• • •• • • E -1 Manuel Pe , '.E. Product Control xam ner NOA No. ! : ! 7.12 Expiration Date: November 6, 2013 Approval Date: July 10, 2008 ES Windows LLC • • • • • • • • • • • • • • •• ••• •• • • • •• • ••• ••• • • • • • • • • • • • • • • • • • • •• • • • • • • •• •• • • • • • • • • • • • ••• • • • • ••• • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 5) Large Missile Impact Test, per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3806 dated 06/09/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 0910.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and 2007, prepared by Al- Farooq Corporation, dated 04/21/08, signed and sealed by Humayoun Farooq, 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. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas ® Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PYB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated April 18, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement Letter of no financial interest, dated April 18, 2008, signed and sealed by Iumayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report No. FTL -5337, issued by Fenestration Testing Laboratory, Inc., dated February 13, 2008, signed and sealed by Michael Wenzel, P.E. 4. Proposal #07 -3815 issued to ES Windows LLC by BCCO Product Control Division, dated 12/18/07 signed by Manuel Perez, P.E. G. OTHER 1. Notice of Acceptance No. 07- 0928.14, issued to ES Windows LLC for their Series 1000 Aluminum Single Hung Window — L.M.I., approved on 05/08/08 and expiring i on 11/0 • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • •• • • E -2 Manuel Perez Product Control Ex NOA No. 08 -0 . 2 Expiration Date: November 6, 2013 Approval Date: July 10, 2008 7- .1/8' ANN. GLASS • • igei TELAYER irUt• • • ENTRYG • • • • I• • . */S' ANN. GAS • • • SILICON • DOW CORNING 795 m Z •• •• • • • • •••••m ••••• I�3JU ••••• •••• • • • •• • • 0 • • ••• • •• i G • E 'A' ••• •• • • •••• 1/8' HEAT STREN'D. GLASS s • • .090' INTERLAYER 'DUPONT SENTRYGLAS PLUS' 1/8' HEAT STREN'O. GLASS GLASS TYPE 'H' SILICONE DOW CORNING 795 5/32' HEAT STREN'D. GLASS .090' INTERLAYER 'DUPONT BUTACTTE PVB' 1 /6' HEAT STREN'D. GLASS GLASS TYPE '0' SIUCONE DOW CORNING 795 GLAZING OPTIONS 1/6' HEAT STREN'D. GLASS .090' INTERLAYER 'DUPONT BUTACITE PV8' 1/8' HEAT STREN'D. GLASS GLASS TYPE 'C' SILICONE DOW CORNING 795 5/32' HEAT STREN'D. GLASS .090' INTERLAYER 'DUPONT SENTRYGIAS PLUS' 1/8' HEAT STREN'D. GLASS GLASS TYPE '8' SIUCONE DOW CORNING 795 m FALSE MUNTINS (SURFACE APPLIED) MAY BE USED TYPICAL ELEVATION (STD. SILL) 6' MAX. HEAD /SILL CORNERS SERIES -1000 ALUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. n APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG 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 T110 FLORIDA BUILDING CODE 2004/2007 EDDION 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 IN ALLOWABLE STRESS 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 200.3.8.4. O O 10' MAX. HEAD /SILL Our DR. HUMAYDUN FAR000 STRUCTURES FLA. PE 18557 A CAN. 3535 JUN 0 3 2068 47 1/8' D.L. OPG. 49 15/16' VENT WIDTH 53 1/8' WINDOW WIDTH TYPICAL ELEVATION (Hi -RISE SILL) 6' MAX. HEAD /SILL CORNERS THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. PRODUCT REVISED cammbingwRA ute Marl& Baidlog tsv No 08 -05 Date i7la^: r_ Radact COW 40 .12 t3 05 (9 f Nuv a v c 8 2 8 5 a S drawing no. W03 -56 1 n U (sheet 1 of 6 EQUAL LITES WINDOWS DES GN LOAD CAPACITY - PSF (HI -RISE SILL UNEQUAL LITES (ORIEL. TYPES) WINDOWS DESIGN LOAD CAPACITY - PSF (RI -RISE SILL) ` �� [V _J COMP — ANL \W03- 56ESW1 •••• • • •••• • • • WINDOtj PIM • STANDARD • AP RAIL HEAVY DUTY TOP RAIL WINDOW DIMS. STANDARD ND TOP RAIL HEAVY TOP RAIL ENUINEER5 b PRODUCT DEVELOPMENT 1238 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 2844100 FAR (305) 2526978 GLASSITYPS •A • W GLASS TYPES • 'B', '0', IF & 'E' GLASS TYPES '8'. 'C', D' & 'E' GLASS TYPE 'A' GLASS TYPES 'B'. 'C', D' & 'E' GLASS 'B', '0', • • w10TH • WIGHT • • EXT.( +) • INI.( -) • EXT.( +) 1NL( - ) EXT.( +) 1NT.( - ) wioT33 HEIGHT EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) Exr.( +) 19 -1/6' 26 -1/2' • • 37' • • 42' • • 49' 53 -1/8' • • •,• • 0(3) •••• • 70.0 0Q • 80.0 • 80.0 80.0 90.0 90.0 80.0 80.0 90.0 90.0 19 -1/8' 26 -1/2' 37' 42' 49' 53 - 1 /8' 50 - 5/8' (5) 70.0 800 80.0 90.0 80.0 70.0 70.0 80.0 80.0 90.0 80.0 • 70.0 6 70.0 •1% o • • 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 , • • •8011 •'• 80.0 90.0 80.0 80.0 70.0 80.0 80.0 90.0 80.0 70.0 80.0 90.0 600 90.0 70.0 80.0 80.0 90.0 80.0 90.0 • 70.0 •ws4 • • 80.0 • 80.0 90.0 80.0 90.0 70.0 74.0 80.0 90.0 80.0 • •19 -1 /8' 026 -1/2' • • 37' 42' 49' • •603 -1/8' • • • • • 361 (4)1 e••• • • • • 70.0 • 0)13 • 80.0 90.0 80.0 90.0 19 -1/8' 26 -1/2' 37' 42' 49' 58° (5) 70.0 80.0 130.0 90.0 80.0 70.0 • 41118.11• • 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 70.0 01,12 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 • 70.0 • • • • 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 70.0 IOE • 80.0, 90.0 80.0 90.0 - - - - 80 70.0 •• 4 •80.0 1 80.0 90.0 80.0 90.0 19 -1 /8' 26 -1/2' 37' at 83' 6 70.0 80.0 80.0 90.0 80.0 19 -1/8' 28 -1/2' 37' 42' 53 -1/8" • •••• - 6 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 11 SERIES -1000 ALUM SINGLE HUNG WINDOW (LM.I.)] 1 E.S. WINDOWS 1 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 TEL (305) 840 -9557 FAX. (305) 593 - 2074 j 70.0 60.0 60.0 900 800 90.0 70.0 80.0 80.0 90.0 80.0 70.0 80.0 80.0 90.0 80.0 90.0 - - - - 80 70.0 80.0 80.0 90.0 80.0 90.0 19 -1 /8' 26 -1/2' 37' 88' (6) 70.0 80.0 80.0 90.0 80.0 70.0 80.0 80.0 9 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 - - - - 8' 26 -1/2' 37' 42' 49' 53 -1/8' 58' (5) 70.0 80.0 0 90.0 130.0 90.0 19 -1/8' 28 -1/2' 74 -1/4" (7) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 800 90.0 70.0 80.0 80.0 90.0 80.0 90.0 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. LIMIT EXTERIOR( +) LOADS TO 70.0 PSF FOR STD. SI 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 60.0 80.0 90.0 80.0 90.0 _ 19 -1/8' 26 -1/2' 37' 42' 49' 53 -1/8' 63' (6) 70.0 80.0 80.0 90.0 80.0 90.0 'NI9 L99'91. 70.0 80.0 80.0 90.0 60.0 90.0 70.0 80.0 80.0 80.0 60.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 t J ( uoga 28851 5309803 0338 Old 'MS '438 '8330 133HS CHI 3085 0 ON '035 4883 n 70.0 80.0 80.0 90.0 80.0 90.0 18 - 1 /6' 26 -1/2' 37' 42' 49' 9-1 68 ' (8) 70.0 80.0 80.0 90.0 80.0 90.0 w 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 0 © 70.0 80.0 B0.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 0 C:11 0 0. - - 0. 80.0 90.0 19 -1/8' 1 263 42' ' 42' 49' 53 -1/8' 74 (7) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 80T0'110 50'44'40 BOTOTO 00'Ol' 00rrsoI 70.0 80.0 80.0 90.0 80.0 90.0 - - - - 80.0 90.0 SID. TOP RAIT. Jinn DUTY TOP RAIL, COG©D - - - - 80.0 90.0 i S 1 ..--,- c 1 $ }' 19 -1/8' 28-1/2' 37' 42' 49' SE - - - - 80.0 90.0 - - - - 80.0 90.0 = _ - - - - 80.0 90.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) ' Dv: OR. Ho11AY0UN FAR000 STRUCTURES FIA PE i 18557 CAN. 3536 ' JUN 0 3 20D8 P:d3;64ICP RE'ISF.D aseor..riy^.S 0t5150Plsrldo Baldio.,; Cees N Aec �•'s-xc o I i `•D /2 - - - - 80.0 90.0 - - - - 80.0 90.0 Q NN•• '� R .pina0iaa Dst¢ . L } Pa � , i.13 � � �� '. !� �`,'" "�FroasA "' • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. LIMIT EXTERIOR( +) LOADS TO 70.0 PSF FOR STD. SILL t > drawing no. W03 -56 w AND FLORIDA BUILDING ON DECLARATORY STATEMENT O DCAO5 i DEC -219 sheet 2 of 6 • •••• • •• • • • • • •• •• •• • • • ••• • • • •••• • • • •••• • • • • • • • • • • • TYPICAL ANCHORS • SiE.E6EV. FOR SPACING • • 1BY • • • • • • WOOD BUCK • • • 4.„ •i I1 • • t, 4 18 4 I • 4 --'1 041.1 41 /WATTY • 1 4 1 04 1 e 4 M1111 „3 -• - OE 11 a ' 11 . • • • • • • • • • • • • • • • •••• • • • •••• •••• g • • • •••• d 0 W1 .4 TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING SE ELEV. FOR SPACING t g METAL \STRUCTURE TYPICAL ANCHORS SEE ELEVS. FOR SPACING MIAMI—DADE COUNTY APPROVED MUWON It MUWON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEVS. 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 ELL FOR SPACING 1/4" TAPCON$ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/6" 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 j414 SMS OR SELF DRIWNG SCREWS INTO DADE COUNTY APPROVED MUWONS (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 WITI-1 ALUMINUM TO BE PLATED OR PAINTED TYPICAI EDGF DISTANCE INTO CONCRETE AND MASONRY = 2-1/2 MIN. INTO WOOD STRUCTURE = 3/4 MIN. INTO METAL STRUCTURE = 3/4" MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD SEAM SEALER SM5504. WEEPHOLES: Wi = 1 X 3/16" WEEPHOLES AT 4 FROM EACH END W2 = 1-5/ 6" NOTCH AT EACH END Emir: DR. HUMAYOU) FARODO S1RUCTURES FLA. PE # 18557 CAN 3538 JUN 0 3 2008 PRODUCT REVISED as complying with the 8187688 BaNb".83Cotte Page*•=ozP10_07, 12 iikode Potting 91 2 0 g il n ,6 o g 8 5 2 2 8 8 drawing no. W03-56 sheet 3 of 6 ITEM # PART # REQD. DESCRIPTION MATERIAL MANE. /SUPPLIER/REMARKS 1 61001 -1 1 FRAME HEAD 6063 -T5 - 61002 -1 1 FRAME SILL (STD.) 6063 -T5 - ES1101 1 FRAME SILL (HI -RISE) 6063 -15 - L 551003 2 FRAME JAMB 6063 -T5 - 61005 -1 1 FIXED MTG. RAIL 6063 -16 - 5 61004 -1 1 STD. VENT TOP RAIL 6063 -18 - 5A 552W4 1 HEAVY DUTY VENT TOP RAIL 6063 -T6 - 6 551006-1 1 VENT BOTTOM RAIL 6063 -T6 - 7 61007 -1 2 VENT SIDE RAIL 8083 -T5 - B 61008 -1 AS ROD. GLAZING BEAD 6053 -16 - 9 61009 -1 2/VENT VENT LATCH • 6" FROM ENDS 6063 -75 - 10 61012 1 /LATCH LATCH SPRING ST. STEEL - 11 61010 AS REW. GLAZING WEDGE SOFT PVC - 12 #8 X 1' 20 FRAME & VENT ASSEMBLY SCREWS CRS 514 SASS 13 ESIO11 2/VENT SASH CAM CELCON - 14 43620 -187 AS READ. PILE W STRIPPING WITH PLASTIC FIN - AM68UR/ OR EQUIV. 15 43828 -187 AS REM. PILE W'STRIPPING WTTH PLASTIC FlN - AM68URY OR EQUIV. 18 - 2/ VENT BLOCK & TACKLE BALANCE SERIES 120 BY 851 17 - 2/ VENT SPIRAL. BALANCE - - 18 61013 -1 2 SASH STOP - - 19 61505 - FLUSH FRAME ADAPTER 6063 -T5 OPTIONAL 20 - 1 5/18" BOX SCREEN - OPTIONAL • •••• • •••• • • • •••• ••• • • 9 •• • Of IBIS • •••• • e • •••• •••• • • • • • • • SEE : Alt a •S ANCHORS PACING ▪ • • • ••• •• n •• • • i e • ae ° G • • •• •• •• • • ! • •• ••• • •••• • ••• • ALT. •••• • •••• •••• • • •••• •••• • • • •• • • • • • MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING Engr. DR. HUMAYOUN FAR000 STRUCTURES FIA PE 1 18657 CAN. X838 JUN 0 3 2U0T � 1, .9 O 4 U 8 G m g 8 8 1 8 S a„ ag w I a U drawing no. W03 -56 sheet 4of 6 (SSRIES-1000 ALUM SINGLE HUNG WINDOW (LM.I.) FAX. (305) 593-2074 • • •••• • • • • ••• • • • • •••• • •••• • • • ••s• • • • • • • • TYPICAL ANCHORS SEE • ELEV. FOR SPACING • • • • •• • •• • 1 II/ 4•MAX.• • • • HIM • • ' • • • • METAL =i1 lik • • • • • •• , • • Aa • • • STRLI�W • • ••• •• • • • •••• • •• TYPICAL ArpORS • • • • SE ••Eikt tO: SPACING • • • •••• °' TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPROVED MULLON TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH Eagr. DR. HUMAYDUN FAR000 PRODUCT REVIEED STRUCTURES as cmnpiyfag with the Magda FLA. PE # 16557 Baidfaa Ca Om CAN. 3538 Amp:Fates No JUN 0 3 2008 WINDOW WIDTH . ;- . / 2 „ naDDate..474.nr , 43 O P . cc ft re. ot a giro gp.gi Q wP.o 'argil 4 1 A �§ 1 drawing no. W03 -56 N N p n a 0 r g a 0 o W o C 8 (sheet of 6 � x .969 j 22.330 I •• ¢ 06 •f• 809 -11 I • • . 2.196.___ .613 _ 1 1.3aa i 1.130 - I ..- - - -- - .062 2.083 - 1.630 .930 - - � °- ,2 Lit , 1.250 i 2.083 Z n m Q CC O o Q �. 0 t a 0 ? • •0 • • }4- • •719 • 13 1.400 5 STD. VENT 813 2.33 • • 1.242 .062 • 062 • •© 2392 • ----� FRJ4IEIE HEAe • •. • ••.•• .930 TOP RAIL I - -1562 5n H.D. VENT TOP RAIL I L/ FRAME JAMB 1 • • 1• • • • I •• -� •••• •• • •1.230 .078 1.122 1.421 .062 9 .1.250 Q MEETING 101 • 1.212 RAIL 1.675 213 • • ; / ','� / i f .760 VENT LATCH 326 .250 WEDGE .803 .062 . 543 - 1-7 ;1 0 GLAZING Q GLAZING BEAD .868 E.949 - 1 2.188 .715 .857 .062 .930 off 12 r b13 1.250 - .082 488 M Q7 VENT 1.4341 SIDE RAIL © VENT 1.149 BOTTOM RAIL ' 1 11111 2.457 ,062 2-457 .062 - 2.502 1, FRAME CORNERS DETAIL l 1 7 I b •� _ 1.335 3.127�� , Fjigr. DR UW� U FAROOa A "" 7 /� JUN 0 3 2008 PRODUCT Moran p s 1 �/i r 11/.. �"�", "�_ r RSde 9D9000 +j•t .710 2.190 .062 VENT CORNER DETAIL .e74 7a 3- �--- - 79 �-- 4 L-- }� - 79 / .770 R( 2:1 I • 500 -�. > drawing no. W03 -56 ! k-- --2.268 2331 0 FRAME SILL (STD.) 2.321 0 FRAME SILL (HI -RISE) 19 FLUSH FRAME ADAJ'ItH (sheet 6of 6 • •••• • •••• • • • •••• ••• • • ••• • •••• • •••• • • • •••• MIAMI 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 APPROVAL DOCUMENT: 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., 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 available for inspection at the job site at the request of the Building Official. This NOA revises & renewsNOA # 04,-0477.03 consists of this page 1 and evidence page E -1, as well as approval doeument me reonediabove. The submittal doFy nenliticm wad %vi.vied by Ishaq I. 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.miamidade.gov/buildingcode NOA No 09- 0210.07 Expiration Date: March 18, 2014 Approval Date: April 01, 2009 Page 1 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 A1- 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 Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Calculations, and structural analysis, prepared by Al- 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 Glass Plus" dated 01/17/02, expiring on 01/1 2. Notice of Acceptance No. 07 1116.04 issued to for "DuPont SentryGlas ® Plus ", expiring on 01 G. E.S. Windows • •• • • • • • • • • • • • ••• • • • • ••• • • • • • • •• • 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. OTHER ! • • • • .T3iis NOA revises.& renews NOA # 08- 0477.03, expiring March 18, 2014. • ;e1g11 OA(s) are NOA# 06- 0606.02 and 04- 1117.051 Ishq I. Chanda, P. E. Product Control Examiner NOA No 09- 0210.07 Expiration Date: March 18, 2014 Approval Date: April 01, 2009 • •Z • • •• • • • • •• ••••••. • ••• • • • • • • • •• • • • • • •• • • • ••• • • • • • • • • ••• • • • • • •• • • • • • • • • • • • • • • • •• •• E -1 "E.I. DuPont DeNemours" for "Sentry 4/07. E.I. DuPont De Nemours & CO., Inc. /14/2012. • • • • • • • • • • •• • • • • • • • • •• •• •• • • • • •• • • • •••• • •• • • • • • • • • • m SERIES -4000 ALUM SLIDING GLASS DOOR 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). 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 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. CORNERS 49 1/16" MAX. PANEL WIDTH ( 15" MAX... HEAD /SILL I I 43 11/16" MAX. D.L. OPG. 49 5/16" MAX. PANEL WIDTH 192' MAX. DOOR WIDTH TYPICAL ELEVATION TESTED UNIT DOORS GLAZED WITH LAMINATED GLASS RATED FOR I LARGE & SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS. CLUSTER OF ANCHORS AT HEAD /SILL (STILE LOCATIONS) SEE DETAIL ON SHEET 3 Engn 071. HUMAYOLN FAR000 STRUCTURES RA. PE # 16557 CAN. 3538 3 0 2009 PRODUCT RENEWED asoomptiftwith &gem Code Acceptance Nosy- 02/0.07 Esplration Date rtat 1 3,2.01 BY 1G4" 1. �a n Mloret Dads Contra DIYirlou mg U i z 0 4 w o 0 51 LC 0 LL 0t, coe'c 1 § 2 C a a o 44 43.T c 8 8 9 0 S 4 g X W ' � t ,, drawing no I W03 -100 sheet 1 of 8 DESIGN LOAD CAPACITY - PSF (ALL CONFIGURATIONS SHOWN ON THIS SHEET) GLASS TYPES 'A'. 'B' OR 'C' PANEL "Yu NOMINAL Nq¢S DOOR Igo, .C.ES NO REINFOR'G MEDIUM RE174008 0 HEAVY REINF'G EXT. (+) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) 30 36 42 48 54 80 70.0 80.0 70.0 80.0 70.0 80.0 • 70.0 80.0 70.0 80.0 70.0 80.0 - - 70.0 80.0 70.0 80.0 - - - - 70.0 80.0 - - - - 70.0 80.0 30 36 42 48 96 - - 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 ••i• . • • •• • • • • I LO rol GLASS TYPE 'A' • •• • • • • • • • •• • • • w• 8 ••• 71 • 5 4!11, ,, 3/16' H.S. GLASS .090' INTERLAYER 'DUPONT BUTACITE Pv8' 3/16' H.S. GLASS GLASS TYPE 'B' SILICONE DOW CORNING 795 Fe FA • • • • • • •• •• !VI Of 0.5. GLASS• • • .090 INTERLAYER teRONT SENTRYO•t• SI•IS' • • • 3/16' H.S. G•4119• • SILICONE• • DON•0011,1W0 i95 • •• • XO (SHOWN) OXO (SHOWN) OX XXX XX XXX (SHOW 4- APPROVFD CONPLGURATIONS 5/32' HEAT STREN' GLASS .090' INTERLAYER 'DUPONT BUTACITE PI/13' GLASS TYPE 'C' 4 - OXXO 1/4 HEAT STREN'D GLASS SILICONE DOW CORNING 795 XO (S XXXO(SHOWN xxxx SEE SHEET 3 FOR x0 OR XX DOORS WITH HEAVY REINFORCING USE SCHEDULE 'A' (SHEET 3) FOR ANCHORS ON ALL SIZES THIS CHART. Engr: G9. HUYAYOUN 040000 STRUCTURES FLA. PE 0 16557 CAN. 3538 JAN 3 0 2.009 PRODUCT RENEWED as eranpbing with the Florida Aereytaea Na 09 -67 /6 •0 7 E1gtln8oa Date M44. / t , 74/v B IS1.4e.t NUX•9'1 ..4411.on•te DM'M= 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 c 0 'S 8 H 3 U 0 o g x• 0 E 14 CO el ffi a 8 u drawing no. W03 -1 sheet 2 of 8 J DESIGN LOAD CAPACITY - PSF (OX OR XO ONLY) GLASS TYPES 'A' OR '8' SUBSTRATE SCHEDULE 'A' HEAVY REINF'G (SEE DETAIL SHEET 5) PANEL WIDTH HEAD SCHEDULE 'A' SCHEDULE 'B' NOMINAL DOOR HEIGHT EXT. ( +) I INT. (-) EXT. ( +)DINT. (-) MORES INCHES Ey v � HEAD 80.0 103.0 80.0 ' 10 80 80.0 103.0 42? Mgr 80.0 103.0 1/4' ANCHORS i..0 •.0 80.0 103.0 80.0 103.0 30 80.0 103.0 80.0 103.0 36 96 80.0 99.9 80.0 I 103.0 30 80.0 103.0 80.0 I 103.0 36 100 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 5/16' ANCHORS SILL 1/4" ANCHORS 1/4' ANCHORS BLOCH JAMB 1/4" ANCHORS 1/4' ANCHORS •• •• • • • • • • • • • • • • •••• r MAX. TYT• CORNERS • • tl • •-- 1•••• • •••• -4 • v U t § °''a•:Q • a • •••• _ 15" MAO. TYP • A L • HEAD /SILL •`I( • • • • •• • • • ••• • 'f •••.." • 1/ • •• • • • • • QBJ 31 3/8" D.L. OPG. 37" PANEL WIDTH TYPICAL ELEVATION X 72" DOOR WIDTH 31 3/8' D.L. OPG. 37" PANEL WIDTH O X APPROVED CONFIGURATIONS CLUSTER OF ANCHORS SEE DETAIL BELOW SEE SHEET 2 FOR DOORS WITH MEDIUM OR NO REINFORCING THE SHOWN EXT. ( +) LOADS REWIRE 3 -1/4" SILL HEIGHT (DTL. 81 ON SHEET 4). REDUCE EXT. (+) LOAD CAPACITY TO +70.0 PSF IF 2 -1/2" SILL HEIGHT IS USED INT. ( -) LOADS REMAIN UNCHANGED. 2" 6" RETAINING CUP AT HEAD & SILL 1 1/2" 7" 1 1/2" 2 ' DFTAII CLUSTFR OF ANCHORS AT STII E ENDS NOTE: ALL CUP ANCHORS 1/4" 01A. (ITEM 810) MULLION ANCHORS > #12 SUS (NO SHIM SPACE) 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 Engr. DR. NUUAYOUN FAR000 STRUCTURES FLA PE 8 18557 C.A.N. 3538 JAN 3 0 2009 PRODUCT RENEWED aiRMAYfilgroftii 14e Row. V Endratioa Date II/ Mahlon o x itE Xo G (Y CI p6, V G o0QOl ° m°0� 11.0 4112P aT� 0 8 s 3 4 3ffi8138 7.'ggg l a, ( drawing no. 1W03 -100 (sheet 3 of 8 TYPICAL ANCHORS •RS • 3 CUP • • • u x 3/4" • • • • •- •-•-•-• -• • • • • • • •• •••• • • •••• 11 '11" V " W3 e TYPICAL ANCHORS 1/4" DA. 3 PER CLIP TYPICAL ANCHORS IN PAIRS 1/4" ANCHORS USE SCH. 'A' 5/16" ANCHORS USE SCH. SEE ELEV. FOR SPACING TrPICAL ANCHORS 1/4" DIA. 3 PER CUP 1BY 1-W00 -w000 8804 08804 a ^ HIGH STRENGTH GROUT NOT BY E.S. WINDOWS MUST TRANSFER SHEAR W1 LOADS TO STRUCTURE P1GAL ANCHORS IN PAIRS i/4" 010. SEE ELEV. FOR SPACING TYPICAL ANCHORS #12 SMS OR GRADE 5 SDS 3 PER CUP TYPICAL ANCHORS 1/4" TEKS OR GRADE 5 SDS 3 PER CUP TYPICAL ANCHORS 1/4" DIA. 3 PER CUP TYPICAL ANCHORS IN PAIRS 1/4' DIA. USE SCH. 'A' /\ 5/ 6" USE SCH SEE ELEV EP FOR SPACING ." e III 4 4.1 MIAMI -DARE COUNTY APPR'D MULLION STEEL = 1/8" THK. MIN. ALUMINUM 1/8" THK. MIN. (6063 -15) SEE SEPARATE NOA TYPICAL ANCHORS IN PAIRS ®12 SMS OR GRADE 5 SOS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS 1/4" TEKS OR GRADE 5 SDS EE ELEV. FOR SPACING METAL STRUCTURES " TYPI ANCHORS IN PAIRS 1/4 DIA. 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 1/4" OR 5/16" DIA, ULTRACONS RY 'ELCO' (F8=177 451. Fy =155 K51) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU 1 BY 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. TEKS OR SFI F DRILI ING SCREWS (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) 817 SMS OR SELF DRILLING SCREWS INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8 ") (NO SHIM SPACE) ).4IN. FDGE DISTANCES INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = SEE DETAIL (A) INTO METAL STRUCTURE = 3/4" MIN. CONCRETE fee 3000 PSI MIN. MASONRY t'm = 1500 P51 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 Ergr: OR. HUMAY'WN FAR000 STRUCTURES FLA. PE B 16557 CAA. 3538 AN 3 4 2009 PRODUCT RENEWED o * 8 B with the Ronde AmtePtetwe No -o2/ 67 Expiration Date - r BY Mod tcbneu, 8 8 9 8 B k drawing no. W03 -100 (sheet 4 of 8 • • • • • • • • • • • • 285 i VOOD BUCK ■ ••••1 4" MAX. • • \ • • SHIM • 40 X 1/2" PH SMS • 2 /UP • 3 • OPiONAL ■ •• •••• ••• • ••• • FIX. PANEL ON C : OUTSIDE TRACK TYPICAL ANCHORS IN PAIRS 1/4' DIA. SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS 1/4' 01A. SEE ELEV. FOR SPACING • • •• •• • • Ky ••• • •¢• iR) ••• • • ©•m • • METAL FIX. PANEL ON STRUCTURES C INSIDE TRACK 1/4' MAX. SHIM DOOR WIDTH D.L. OPG. �1 0 Ir REfirrram NMI 'NW" INTERLOCK STILES - - -- SCREEN OPTL- - -- - "1 ASTRAGAL STILE EXTERIOR DOOR WIDTH HEAVY REINFORCING AT INTERLOCK & ASTRAGAL STILES 0A. OPG. SCREEN OPTL PANEL WIDTH DOOR WIDTH D.L. OPG. Jj } INN INTERLOCK STILES 1/4' MAX. m .. I SHJM ' s D T 1 =C: 3 O.L OPG. PANEL WIDTH TYPICAL ANCHORS IN PAIRS 1/4" OIA. SEE ELEV. FOR SPACING Engr DR. U UCTUPES P1870)) FLA. PE B 18557 CAN. 3538 JAN 3 0 2009 TYPICAL ANCHORS IN PAIRS 7/4' DIA. SEE ELEV. FOR SPACING AIM 1/4' SHIM MAX. PRODUCTRENEWRO Reldis ""e e PiSug ewk withthPlerkk s. L44�T.1 Ohbfee z 111 W 777... ... ,, Q 2 N 0 "o 0 n re D 08 .1 0 aa 0 •• , 4; LL8 0 4, 8 a < m La (n Q I a Z 3j� X Xz �� W I N O �d 0 i 8 2 ■ U 8 drawing no. W03 -100 (sheet 5 of 8 • • • • • •••• • •••• t• • •• • • • • • • • • •••• 1• • • • • • • • • • • • • •• • • •••11 • • • • • • • • • •••• • • ••• • INTERLOCK STILES CD • •• •• • • MEDIUM REINFORCING AT EXT. INTERLOCK & ASTRAGAL STILES SCREEN 0111 - - -- NO REINFORCING 4 ITEM 3 2 26 3 4 5 10 13 14 14A 17 19 19A 20 21 23 24 25 26 27 28 29 29A 30 31 32 33 34 PART E5- 4001 -1 ES- 4002 -1 STD. FRAME SILL 6063 -T6 - 1 HI -RISE FRAME SILL 6063 -T6 ES- 4003 -1 1 FRAME JAMB 6063 -T6 ES- 4004 -1 2/ PANEL TOP AND BOTTOM RAIL 6063 -75 E5- 4005 -1 AS REOD. LOCK STILE 6063 -T5 ES- 4006 -1 AS REOD. 1NTERLOCK 6063 -T5 E5- 4007 -1 AS REOD. 1 FEMALE ASTRAGAL 6063 -T5 ES -4008 AS REGD. TOP & BOTTOM RAIL STIFFENER 6063 -16 ES -4009 2/ PANEL PANEL GUIDE (TOP ONLY) CELCON E5 -4010 2/ PANEL RETAINER CUP. 6" LONG 6063 -16 E5 -4013 AS REOD. ES -4014 AS REOD. BOTTOM RAIL GLASS STOP ES -4019 AS REOD. SILICONE STOP W23241141( AS RE00. 02664705 AS REOD. ES -4015 AS REOD. #10X1 -1/4" PH SMS 8/ PANEL #1051" FH SMS 2/ CORNER TA -35- 1935 -4281 2/ MOV. PANEL GLASS PANEL ROLLER ASSY. #1001 -1/4" PH SMS 1/ ROLLER ROLLER INST. SCREWS 2300 -1055 1/ MEN. PANEL 6061156 LOCK 2/ LOCK LOCK INSTALLATION SCREW 537 1/ LOCK LOCK STRIKE PLATE #10 PH SMS 2/ LOCK STRIKE PLATE MOUNT. SCREW #623Z 654028 ES -4017 QUANTITY DESCRIPTION i/ LOCK AS REOD. 2/ PANEL E5 -4020 2/ PANEL • #1001/2" PH SMS 2/ CUP AS REOD. AS REOD. P3802416 AS REOD. 2/ SIDE FRAME HEAD GLAZING WEDGE STILE & JAMB W'STRPPING TOP RAIL W'STRIPPINC BOTTOM RAIL W'STRIPPINC PANEL ASSY SCREWS FRAME ASSY SCREWS INTERIOR AND EXTERIOR PULL SILL RISER FIXED PANEL CUP (OUTSIDE PANEL) FIXED PANEL CUP (INSIDE PANEL) FIXED PANEL CUP FASTENER 1/4" X 1 -1/2" REINFORCING BAR 1/2" X 1 -1/2" REINFORCING BAR 3" LONG SELF ADHESIVE PILE PAO BUMPON MATERIAL 6063 -16 NEOPRENE NEOPRENE VI 5T. STEEL ST. STEEL PLATED STEEL 8063 -T5 6063 -T5 6063 -T5 STEEL STEEL WOOL NEOPRENE MANF. /SUPPLIER /REMARKS NOT SHOWN En9r: DR. 4UMATOU I ORO STRICTURES FLA PE 8 16557 0.AN. 3538 GLASS PANELS, ULTRAFAB CUSS PANELS, ULTRAFAB GLASS PANELS GLASS PANELS 1 -1/4" 0.0. WHEELS GLASS PANELS ONLY #6 -32 X 1/2" FH M5, ST. 5TEE NOT SHOWN (3) #8 -32 X 1/2" FH M5, ST. STEEL FOR 050 DOORS AT HEAD ANO SILL JAN 3 0 2009 PRODUCT RENEWED lO� G With the Florida Aaeptave No - OZ�Q -0 y Expiration KY_ Mi mi.arde Costal Diefelon 45 rn 0 n u m 0 19 4.7 0, 3888 9 5 85 8 drawing n0. W03 -100 sheet 6 of 8 •••• • •••• • • •••• ••• • • ••• • • • • •� 910 / 2 WS PER LEG FIX PANEL CLIP 3/4" X 2" X .090" ALUM ANGLE NOTE: FIX. PANEL CLIP USE INTERLOCK & ASTRAGAL 3/4" X 2" X .090" REINFORCING AS PER 'ALUM ANGLE TABLE ON SHEETS 2 & 3 l I 1 ' ; , 1, • r ', - 2 PER LEG X O X • • • pr.......=ampapg._ MIN il r t. ::; ` I,Nimmir'llj�ill o I I o o , � o a 0 a W X ] w :I I �r I � I, ' ' ,; I' � FIX. PANEL CLIP 3/4' X 2" X .090' ALUM ANGLE 91 0 S MS 2 PER LEG X O , X 0 -�.1 MIL ` yia ,- ��.. v nl ui i r I � _ = E- fir ` O © I� t t I, f - (�"...I� , y y 1i1[l 'HYSe�2 onam g = - _ —_— Zil 11111 !NNW _ O rJ [ • ,�� I � I' y 111 r"' �i r, i� 4 XOXXOX CONFIGURA PRGD1fCTR$NEWED Eng', OR. NUMAYGUtI FAR000 sra ucruREs #1.#. PE d Is557 CAN. J538 as campbing wkh t9r Florida AtYMN��' zJa�7 =Y . - o Date /f e f4`I ` drawing no. W03 -1001 i ___ _-t. � >df Milne JAN 3 0 2009 , sheet 7 of e ) •••• • •••• • • •••• ••• • • ••• • • • • •� • •••• • • • • • • •••• • • •••• • • • • .870 1•••• • • •••• • • • • 4.249 062 1 530- ---1 8f2 • - .9 6 • �� 4.31 FRAME Hii • • 1.250 1 • • •••• ® Roll • 0 PANEL TOP /BOTTOM RAIL 0 FRAME SILL 1.500 .125 L A — 1.418 RETAINER CLIP • • •••• • • •••• •• •• • 1.374 A62 3.560 .438 1.374 0 FRAME JAMB .875 - SCREEN TOP /BOTTOM RAIL LOCK STILE U • 2.750 1.875 .062 1.687 .9 .812 INTERLOCK STILE 990 0 ASTRAGAL STILE 28 SILL RISER SCREEN STILE ASTRAGAL REINFORCING -q p-. 250 p--} -.500 T I r I 1.500 1.500 L L 0 0 INTERLOCK REINFORCINGS PANEL CORNER .570 .667 1.365 -1 ,Z OUTSIDE PANEL `--� FIXED PANEL CLIP .406 .570 1.385 —° -094 INSIDE PANEL FIXED PANEL CLIP .094 FRAME TOP CORNER PRODUCT RENEWED iscogplyirg with the Florida Ruidleg Cede Atelphures tested Mist= FRAME BOTTOM CORNER En9r: OR. HUNATOUN FAR000 STRUCTURES FLA. PE 8 16557 CAN. 3538 JAN 3 0 2009 fi m$8 cm 88 2 r Growing no. LW03 -100 sheet 8 of 8 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E. S. Windows, Inc. 10653 N.E. Quaybridge Court 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 Aluminum Tube Mullions - L.M.I. APPROVAL DOCUMENT: Drawing No. M04-04, titled "Aluminum Tube Mullions ", sheets 1 through 8 of 8, prepared by AL- Farooq Corporations, dated 04/26/04 and last revised on September 28, 2009 w/ revision "E ", signed and sealed by Arshad Vigar, P. E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control 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. REVISION 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. INS1 A Opy bflhisttltire NOA shall be provided to the user by the manufacturer or its distributors en f latl I e ltaalable for inspection at the job site at the request of the Building Official. This tIOA•rene's 144iA N . W0913.05 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. TIC suitteddgcurgentatipn wavreviewed by Jaime D. Gascon, P. E. • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • ••• • • • • • •.• • • ••• • • • • • • • • • •• • •• • to VIM MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.gov /buildingcode NOA No. 09-0825.03 Expiration Date: September 16, 2014 Approval Date: November 10, 2009 Page 1 E. S. Windows, Inc. A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M04-04, titled "Aluminum Tube Mullions ", sheets 1 through 8 of 8, prepared by AL- Farooq Corporations, dated 04/26/04 and last revised on September 28, 2009 w/ revision "E ", signed and sealed by Arshad Viqar, 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 installation diagram of a aluminum single hung window mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL -3810, dated 05/16/03, FTL -3819, dated 06/09/03 and FTL -3820, dated 06/09/03, all signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA 04- 0712.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 09/01/09, signed and sealed by Arshad Viqar, P. E. Complies with ASTM E1300 -02/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated August 21, 2009, signed and sealed by Arshad Viqar, P. E. 2. Laboratory compliance letter for Test Report No.'s FTL -3810, FTL -3819 and FTL -3820 issued by Fenestration Testing Laboratory, Inc., dated May 16 and June 09, 2003, signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA 04- 0712.01) G. OTHERS : :N •or.Arccer tance No. 06-0913.05, issued to E. S. Windows, Inc. for their Series • •: f Ilhmin Tsui); Mullions - L.M.I. ", approved on 03/29/07 and expi • • : • n •• '•• 09/16109' • •• • •• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • •• • • • • •• •• •• • • • • • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E -1 Jaime I . Gascon, P. . Chief, Product Control Division NOA No. 09-0825.03 Expiration Date:. September 16, 2014 Approval Date: November 10, 2009 • •••• • •••• • • • •••• ••• • • ••• • •••• • • ••• • • • •••• •••• • • • •••• • •• • • • • • • • • • •• • • • • • • • • • • •• •• • • II • • • II• •••• •••• • • • • •••• •••• II • • • • I• •••• • •••• • •• • • • • •••• • • • • •••• MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI -DADE COUNTY APPROVED IMPACT AND NON - IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES' THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BURWNG CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS WCLUDING BUT NOT MUTED 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, 2411.3.3.3 AND 2326. INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 STEP STEP } STEP 4 STEP DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE MIAMI -DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH DESIGN RATING MORE THIN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 5 THRU 8 AND ANCHOR CHARTS ON SHEET 4. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. 3.000 4.0 5.000 1 I I e �. e J 140 - „ - -- -- Try fll 6.000 7C TYPICAL WINDOW FRAME 1_2.000-1 TUBULAR SHAPES ALLOY 6063 -T6 OCi G 1 2009 II 111 v TYPICAL l4 a GZING PRODUCT 3.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING E■gr. ARSHAD MOAT CML FLA PE / 36863 C.A.N. 3538 4.000 i 1.000 PRODUCT RENEWED as somplykla with the Florida Badc1 Ccd& AC10 e No ETT;teata• Data TJliani r • UrL1 PT • C1 Control c 201} ffi 4. s r 0 Z 0 2 n In z 0 J 7 2 Ul 3 I- 3 z Q 0 c a 88 mI • le 4 i drowing no. M04 -04 8 8 9 0 0 d 0 sheet 1 of 8 ) • • 6063 -Tfi, • • • • • Fit i. fi083 -T6 6063 -T6 2.000 •• • • •• 125 • • • D• • •• - . 125 • • • • • �z.000 --y 125 2X5 2X6 2 X1 ION { STD. MULLION STD. MULLION HEAW Ml 1 6063 -T6 6063 -i6 6063 -7E -.125 F--- 2.000 4.000 / 3.000 .125 Ed. Ed = MIN. EDGE GIST. 1/2" FOR 1/4" Ow. ANCHORS 5/8" FOR 5/16" DIA. ANCHORS 2 X 3 2 X 4 ANGLE CLIP STD. MULLION STD. MULLION 6063 -T 5063 -16 6063 -T6 _ 1 .720 - 1.690 .156 11?. - 7........... .125 - - 2.750 3.250 1 2.000 1.4135 3.250 3.750 -V ■1 4.500 JBCCIIII 1 NOTCHfj a OPTIONAL NOTCH CIVIL 1/ 2 • OPTIONAL F Engr: HOAR r 1 P. 1/2' CAN. 3 E63 P538.1 ODUCT RENEWED � NP = c:.rnply^ry with the Florida (a .. ' S 31.41clei2Cod2 . Ed -MIN. EDGE DIST. \'/ / EdMlN / P.-^^.1: >�.x No r"_ �r �.. �° .1�. Ea. . EDGE DIST. _zetruY•:n lOc'b _ • r -„ a. I 1/2" FOR I /4' DIA ANCHORS 1/2" FOR 1/4' OW. ANCHORS \/' �. z o1¢ Growing no. 5/8' FOR 5/16" 01A. ANCHORS S /B' FOR 5/16" DIA ANCHORS Ed. 3 Y • �r. �� M04 -04 MULLION CLIP MULLION CLIP OCT yy �j'jry00� .r^a adeProduc Central 6063 -T6 6063-16 0 1 L.UVJ ' n [sheet 2 of 8 -'j 1.000 I° .125 / / _ \ z.000 �� .l25 Y Y°� -2 4.000 . _. . -� - 4 • r 4 • • - r- I • •.4 . .125 A --1 1.000 � .3is� 1 .125 �- 2.000 125 6.000 6 AL- FAROOQ CORPORATION i t ENGINEERS & PRODUCT DEVELOPMENT 1.235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (306)2645100 FAX. (305) 2628978 J 3.000 33B 5000 -. d I 6.000 •• • vi • • • • • •• • • • • • • I I• Q.• •• I - - 125 4 .338 . .323 - •• • •• 1 X 3 1 1 X 4 • 7 7- 1C ALUMINUM TUBE MULLIONS E.S. WINDOWS, LW 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 TEL (305) 624 -7775 FAX. (305) 624 -7777 description ) NO CHANGE THIS SHEET UPDATED FOR 2004 FBC NO CHANCE THIS SHEET S4N200903 0338 534 0 535 �8f 0000 N04 O304Odn 60110'60 2 60'90'90 0 90'9011 3 90 0 00'9060 0 a)op ou auo)s!AaI), • ••• • •• • • •• •• • • • • •• • ••• • ••• • • • • GRAZING ll PROOU CT .. LM GLAZING PRODUCT GLAZING VA PRODUCT GLAZING 81 2 11 g NOMilY9 PRODUCT • •••• • •••• •••• ••• • • ••• • • • • • •••• •••• • • • •••• DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) 1 X 3 1 X 4 WINDOW DIM. CUSTOM CUSTOM w10TH (w) MY,.• $ P p N I X 3 1 X 4 2 X 3 2 X 4 2 X 5 STD. STD. STD. STD. STD. 2 X 8 2 X 6 STD. HEAVY • -1/8 65-1 /2" •• 30 37" 42" •• 48" • • 54" 60" • 66" • 72 " • 99-1/8 26 -1/2" I. 30. 37' • 42" 48" 54" 60" 66" 72" 19 -1/8" 26 -1/2" 30" 37" 42" 48" 54" 60" 66' 72" 19 -1/8" 26 -1/2' 30' 37' 42' 48" 54' 60' 66' 72' •••• 150.0 63' 450.0 #50.0 • 150.0 • • eat 50.• • 150.0 107.3 96.6 87.8 B0.5 150.0 150.0 147.2 119.3 105.1 92.0 81.8 73.6 66.9 63.3 150.0 • • 149.6 38 -3/8" 1301 •• ••d 116.3 • 104.7 •••I 95.2 • ••• t 87.3 150.0 • • • • 97.5 85.9 10-5/8' • 75.2 ••••' 68.8 60.2 54.7 50.1 143.8 103.8 91.7 74.3 65.5 58" 57.3 50.9 45.8 41.7 38.2 121.9 136,2 88.0 77.7 63.0 55.5 48.6 43.2 38.8 35.3 32.4 196.0 •0.0 15.1 1J 150.0 150.0 149.0 1 �.• 0110.• so�r 1 ,9 1 �.0 Y I i 150.0 14+0 4•4, 4 .%> 1 IU•• •IM 11110 •150.0 110.0 • 1321 120% 1 161 103.1 92.8 84.4 77.3 150.0 150.0 141.4 114.7 101.0 88.4 78.6 70.7 64.3 58.9 150.0 141.2 135.7 124.8 119.9 101.2 97.2 89.1 85.6 78.0 74.9 69.3 66.6 62.4 59.9 56.7 54.5 52.0 "MI5 •116.8 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 49.9 141.2 128.4 117.7 150.0 150.0 150.0 150.0 150.0 134.5 119.5 107.6 97.8 89.6 150.0 147.9 130.3 114.0 101.3 91.2 82.9 76.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 141.8 127.6 116.0 106.3 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 136.8 125.4 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 140.8 ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 4 ", 5" AND 6" TUBE MULLIONS. ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO ALL TUBE MULLIONS. 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 ALL LOADS ARE NOTE; MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. 8 (w) MULL SPAN 19 -1/8" 26 -1/2" 30" 37" 42' 48" 54' 60" 66" 72" 74 -1/4" 19 -1/8" 26 -1/2" 30" 37' 42' 48" 54" 60" 66" 72" 19 -1/8' 26 -1/2" 30" 37" 42' 48" 54' 60" 66" 72" 19 -1/8' 26 -1/2" 30" 37' 42' 48" 54" 60" 66" 72" 84" 96' 108" 1 X 3 CUSTOM 1 X 3 1 X 4 2 X 3 STD. STD. STD. 1 X 4 CUSTOM 2 X 4 STD. 74.6 53.8 47.5 140.9 115.1 101.7 83.1 89.8 73.4 51.5 110.1 79.5 150.0 37.2 79.4 57.4 116.1 32.8 70.2 50.7 102.6 38.5 72.8 59.5 3.3.9 64.2 52.4 29.7 56.1 45.9 26.4 49.9 40.8 23.8 44.9 36.7 21.6 40.8 33.4 37.4 30.6 26.6 96.9 41.1 83.2 23.4 50.1 36.2 73.3 20.5 43.9 31.7 64.1 - 39.0 28.2 57.0 - 35.1 25.3 51.3 34.5 24.9 22.0 31.9 23.0 29.2 21.1 74.0 53.3 53.4 38.4 47.2 34.0 38.2 27.5 33.7 24.3 29.5 212 26.2 23.6 150.0 150.0 348.5 350.0 131.3 150.0 106.4 148.9 93.8 131.2 82.1 114.8 72.9 102.1 65.6 91.8 59.7 83.5 54.7 76.5 150.0 150.0 143.5 150.0 135.8 46.6 42.7 108.1 78.0 68.9 55.9 49.2 43.1 '38.3 34.4 21.4 31.3 28.7 26.9 23.7 39.2 34.6 24.2 51.9 37.4 75.9 - 37.5 27.0 54.8 - 33.1 23.9 48.4 20.7 30.2 26.9 24.2 22.0 20.2 2 X 5 STD. 150.0 150.0 150.0 150.0 150.0 150.0 135.2 121.7 110.6 101.4 118.4 102.5 89.7 105.6 95.1 79.7 71.8 65.2 59.8 150.0 124.4 109.9 89.1 78.5 68.7 61.0 54.9 49.9 45.8 95.8 132.7 84.6 42.3 38.5 35.3 2 X 8 STD. 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 118.8 86.4 79.2 150.0 150.0 145.6 118.0 104.0 93.0 80.9 72.8 150.0 130.2 115.0 93.3 82.2 71.9 63.9 57.5 52.3 47.9 2 X 8 HEAVY 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 145.6 150.0 150.0 150.0 150.0 150.0 150.0 148.6 133.7 121.6 111.5 86.2 60.7 150.0 150.0 150.0 150.0 150.0 68.8 60.4 132.1 117.4 52.9 47.0 105.7 96.1 88.1 EXT.(+) /INT.( -). MULLIONS WIDTH (W) = w1 +2 2 W2 DESIGN LOAD CAPACITY - PSF'(TUBE MULLIONS) WINDOW DIMS. WIDTH (w) 19 -1/8" 26 -1/2" 30" 37' 42" 48" 54" 60' 68" 72' 18 -1/8" 26 -1/2" 30" 37" 42' 48" 54' 60" 66" 72" 19 - 1/8" 26 -1/2' 30' 37" 42' 48" 54' 60" 86" 72' MULL SPAN 120" 132" 144' 1 X 3 STD. 37.9 27.3 24.1 27.3 1 X 4 STD. 28.5 20.5 21.9 CUSTOM 55.3 39.9 35.3 22.0 20.5 CUSTOM STD. STD. 96.7 50.0 38.5 34.3 308 28.0 25.7 41.6 30.0 21.5 32.0 23.1 20.4 72.7 52.5 46.3 37.6 33.1 29.0 25.7 23.2 56.0 40.4 35.7 28.9 25.5 22.3 HEAVY 105.5 93.2 75.5 51.8 46.6 42.3 38.8 85.6 77.8 71.3 40.9 36.8 89.0 64.3 46.0 40.5 35.5 31.5 28.4 25.8 23.6 350.0 109.8 84.6 73.7 59.7 75.2 67.7 61.5 56.4 33.5 30.7 104.3 65.2 57.9 52.1 47.4 43.4 ?ROCS TO BE INSCRIBED WI W2 TYPICAL MULLION ARRANGEMENTS CIVIL FIA. PE 38883 MULLION SPAN iScrculytng with the Fiends 13818:X.3033. Dale alb, 45.. 'Product Costa" 0 z : 32w se Ri Z 0 6 drawing Go. 1 M04-04 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W)I MULL SPAN A B C D E 19-1/8" ! o � e � 150.0 150.0 150.0 1500 26 -1/2" ' 150.0 108.9 150.0 150.0 30" 67.4 137.1 96.2 150.0 150.0 37" 60.0 111.1 78.0 150.0 150.0 42" 52.8 97.9 68.7 1374 150.0 48" 74 - 1/4" 46.2 85.7 60.1 120.2 150.0 54" 120" 41.1 76.1 53.4 106.9 133.6 60" 37.0 68.5 46.1 96.2 120.2 66' 33.6 62.3 43.7 87.4 709.3 72" 74.4 30.8 57.1 40.1 80.2 100.2 19 -1/8" 67.6 102.5 150.0 133.4 150.0 150.0 26-1/2" 62.0 74.0 137.1 96.3 150.0 150.0 30" 150.0 65.4 121.1 85.0 150.0 150.0 37" 150.0 53.0 98.2 68.9 137.9 150.0 42" 135.3 46.7 86.5 60.7 121.5 150.0 48" 84" 40.9 75.7 53.1 106.3 132.9 54" 96.6 36.3 67.3 47.2 94.5 118.1 60" 84.5 32.7 60.6 42.5 85.0 706.3 66" 75.2 29.7 55.1 38.6 77.3 96.6 72" 67.6 27.2 50.5 35.4 70.9 88.6 19 -1/8" 61.5 89.7 150.0 116.7 750.0 150.0 26-1/2" 56.4 64.8 120.0 84.2 150.0 150.0 30' 150.0 57.2 106.0 74.4 148.8 150.0 37" 140.4 46.4 85.9 60.3 120.6 150.0 42" 124.0 40.9 75.7 53.1 106.3 132.9 48" 96" 35.8 66.3 46.5 93.0 116.3 54" 88.6 31.8 58.9 41.3 82.7 103.3 60" 77.5 28.6 53.0 37.2 74.4 93.0 66' 68.9 26.0 48.2 33.8 67.6 84.5 72" 62.0 23.8 44.2 31.0 62.0 77.5 19-1/8" 58.4 79.8 147.8 103.7 150.0 150.0 26-1/2" 51.7 57.6 106.7 74.9 149.7 150.0 30" 50.8 94.2 66.1 132.3 150.0 37" 41.2 76.4 53.6 .107.2 134.1 42" 35.3 67.3 47.2 94.5 116.1 48" 108" 31.8 58.9 41.3 82.7 103.3 54" 28.2 52.3 36.7 73.5 91.9 60" 25.4 47.1 33.1 66.1 82.7 66" 23.1 42.8 30.1 80.1 75.2 72" 21.2 39.3 27.6 55.1 68.9 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (9) MULL SPAN A B C D E 19 - 1/8" 71.8 133.0 93.4 150.0 150.0 26 -1/2" 51.8 96.0 67.4 134.8 150.0 30" 45.8 84.6 59.5 119.0 148.8 37" 37.1 68.8 48.3 96.5 120.6 42" 32.7 60.6 42.5 85.0 106.3 48" 120" 28.6 53.0 37.2 74.4 93.0 54" 25.4 47.1 33. 66.1 82.7 60" 22.9 42.4 29.8 59.5 74.4 66 20.8 38.5 27.1 54.1 67.6 72" - 35.3 24.8 49.6 62.0 19-1/8" 65.3 120.9 84.9 150.0 150.0 26-1/2" 47.1 87.3 61.3 122.5 150.0 30" 41.8 77.1 54.1 108.2 135.3 37" 33.7 62.5 43.9 87.7 109.7 42' 29.7 55.1 38.6 77.3 96.6 48' 132" 26.0 48.2 33.8 67.6 84.5 54" 23.1 42.8 30.1 60.1 75.2 60" 20.8 38.5 27.1 54.1 67.6 66' - 35.0 24.6 49.2 61.5 72" - 32.1 22.5 45.1 56.4 19 -1/8" 59.8 110.8 77.8 150,0 150.0 26 -1/2" 43.2 80.0 56.2 112.3 140.4 30" 3 8.1 70.7 49.6 99.2 124.0 37" 30.9 57.3 40.2 80.4 100.5 42" 27.2 50.5 35.4 70.9 88.6 48" 144" 23.8 44.2 31.0 62.0 77.5 54' 21.2 39.3 27.6 55.1 68.9 60' - 35.3 24.8 49.6 62.0 66" - 32.1 22.5 45.1 58.4 72" - 29.4 20.7 41.3 51.7 ` OIA21N0 --� ' PRODUCT GLAZING PRODUCT ANCHOR DETAIL (?1 GLAZING PRODUCT 3 ANCHORS A. /3C,0 OR E • ••• • • • • • •• ••• • • ••• • •• • •••• • • • •• • DESIGN LOAD CAPACITY - PSF WINDOW DIMS. WIDTH (w) • - 1 / • •6 - 1/2" • 30" • • 37" 42" 48" • • 54" • • 60" 1. 72' 4 + -1 / 8 " •6 -1/2" e • 30 " 37' 42' 0 • 48" 54" 60" 66 72" 19 -1/8" 26 -1/2" 30" 37" 42' 48' 54" 60" 66" 72" 19 -1/8' 26 -1/2' 30" 37" 42" 48" 54" 60" 66" 72" MU • •N•N • • ••• • • 38 -3/8" •••• • ••• •••'• • ••• • •••• SS - • •• 58" 63" ANCHORS TYPE A • • 150.0 150.0 143.1 • 116.0 102.2 89.4 • 79.5 • 71.5 • 65.0 • 59.6 150.0 150.0 • •, 6150 •150.0 193.0 •150.0 • 150.0 450.0 • 15017 •132.9 150.0 116.3 • 1473 ••103.4 • *W • • 93.1 120 • 84.6 • •110.5 •77,6 150.0 122.8 108.5 87.9 1•,ti0• • 150.0 • 140p • • 150.0 15 0 141.1 150.0 114.4 77.5 67.8 • 60.3 54.2 49.3 45.2 148.5 107.2 94.7 76.8 67.6 59.2 52.6 47.3 43.0 39.4 138.7 98.7 87.2 70.7 62.3 54.5 48.4 43.6 39.6 36.3 8 C :143.6 • 100.6 •5.6 • 88.2 111.7 78.4 100.5 70.5 91.4 64.1 83.8 150.0 150.0 150.0 142.3 99.8 125.3 88.0 109.7 77.0 97.5 87.7 79.7 73.1 150.0 150.0 150,0 131.0 115.4 101.0 89.7 80.8 73.4 67.3 150.0 750.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 141.1 128.3 58.8 139.4 150.0 150.0 150.0 123.1 150.0 150.0 68.4 61.6 56.0 51.3 150.0 128.3 113.4 21.9 81.0 70.9 63.0 56.7 51.5 47.2 D 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 117.6 150.0 150.0 136.8 123.1 111.9 102.6 150.0 150.0 150.0 750.0 150.0 141.7 126.0 113.4 103.1 94.5 E 150.0 J 150.0 150.0 150.0 150,0 150.0 150.0 150.0 150.0 147.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 139.9 128.3 150.0 150.0 150.0 150.0 150.0 150.0 150.0 141,7 128.8 118.1 ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 4 ", 5" AND 6" TUBE MULLIONS. ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO ALL TUBE MULLIONS. ALL LOADS ARE EXT.( +) /INT.( -). NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 8. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS W1 ANCHORS TYPE 4.8.C.0 OR E ANCHORS A,8.C.D OR E 62 TYPICAL MULLION ARRANGEMENTS WIDTH (w) - 7/1 + 1 2 ANCHORS TYPE A,6,C,D OR E MULLION SPAN Engr: AAA V104R FLA. PE B 38863 C.A.N. 3538 5 W01 7 HORIZONTAL MULLION ARCHES TO 8E INSCRIBED INSIDE RECTANGULAR SHAPE 'RCDUCT P.INEIVEI) ra4Apl!515 w:,h the Florida Ari•S�Ig G accr, tm �• rA :;. � __ t7a� 3 - Prod8ct Control ?:vision 1 ll} r rem' I Z P to F. w " m N O- 0 • E tZ Oaa cep • • 0 •Q W H d <Zf W _ -lJ is '0 v 8 O a 8 $ B $ 8 drawing no. M04 -04 sheet 4 o1 8 ALUMINUM TUBE MULLIONS VERTICAL MULLION Nomr1N GLAZING GLAZING PRODUCT PRODUCT • ••• • • • • • •• ••• • • ••• • •• • •••• • • • •• • DESIGN LOAD CAPACITY - PSF WINDOW DIMS. WIDTH (w) • - 1 / • •6 - 1/2" • 30" • • 37" 42" 48" • • 54" • • 60" 1. 72' 4 + -1 / 8 " •6 -1/2" e • 30 " 37' 42' 0 • 48" 54" 60" 66 72" 19 -1/8" 26 -1/2" 30" 37" 42' 48' 54" 60" 66" 72" 19 -1/8' 26 -1/2' 30" 37" 42" 48" 54" 60" 66" 72" MU • •N•N • • ••• • • 38 -3/8" •••• • ••• •••'• • ••• • •••• SS - • •• 58" 63" ANCHORS TYPE A • • 150.0 150.0 143.1 • 116.0 102.2 89.4 • 79.5 • 71.5 • 65.0 • 59.6 150.0 150.0 • •, 6150 •150.0 193.0 •150.0 • 150.0 450.0 • 15017 •132.9 150.0 116.3 • 1473 ••103.4 • *W • • 93.1 120 • 84.6 • •110.5 •77,6 150.0 122.8 108.5 87.9 1•,ti0• • 150.0 • 140p • • 150.0 15 0 141.1 150.0 114.4 77.5 67.8 • 60.3 54.2 49.3 45.2 148.5 107.2 94.7 76.8 67.6 59.2 52.6 47.3 43.0 39.4 138.7 98.7 87.2 70.7 62.3 54.5 48.4 43.6 39.6 36.3 8 C :143.6 • 100.6 •5.6 • 88.2 111.7 78.4 100.5 70.5 91.4 64.1 83.8 150.0 150.0 150.0 142.3 99.8 125.3 88.0 109.7 77.0 97.5 87.7 79.7 73.1 150.0 150.0 150,0 131.0 115.4 101.0 89.7 80.8 73.4 67.3 150.0 750.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 141.1 128.3 58.8 139.4 150.0 150.0 150.0 123.1 150.0 150.0 68.4 61.6 56.0 51.3 150.0 128.3 113.4 21.9 81.0 70.9 63.0 56.7 51.5 47.2 D 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 117.6 150.0 150.0 136.8 123.1 111.9 102.6 150.0 150.0 150.0 750.0 150.0 141.7 126.0 113.4 103.1 94.5 E 150.0 J 150.0 150.0 150.0 150,0 150.0 150.0 150.0 150.0 147.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 139.9 128.3 150.0 150.0 150.0 150.0 150.0 150.0 150.0 141,7 128.8 118.1 ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 4 ", 5" AND 6" TUBE MULLIONS. ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO ALL TUBE MULLIONS. ALL LOADS ARE EXT.( +) /INT.( -). NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 8. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS W1 ANCHORS TYPE 4.8.C.0 OR E ANCHORS A,8.C.D OR E 62 TYPICAL MULLION ARRANGEMENTS WIDTH (w) - 7/1 + 1 2 ANCHORS TYPE A,6,C,D OR E MULLION SPAN Engr: AAA V104R FLA. PE B 38863 C.A.N. 3538 5 W01 7 HORIZONTAL MULLION ARCHES TO 8E INSCRIBED INSIDE RECTANGULAR SHAPE 'RCDUCT P.INEIVEI) ra4Apl!515 w:,h the Florida Ari•S�Ig G accr, tm �• rA :;. � __ t7a� 3 - Prod8ct Control ?:vision 1 ll} r rem' I Z P to F. w " m N O- 0 • E tZ Oaa cep • • 0 •Q W H d <Zf W _ -lJ is '0 v 8 O a 8 $ B $ 8 drawing no. M04 -04 sheet 4 o1 8 ALUMINUM TUBE MULLIONS 1/4 DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FIAT HEAD SUBSTRATE Ed. = MIN. EDGE DIST. MIN. EMBEDMENT WOOD 1" 1-3/8" BLOCK 2 -1/2" 1 -1/4' CONCRETE 2 -1/2' 1 -1/2" • • • • • • •••• •••• ••• • • ••• • • • • •••• • •••• • • • •••• • 1/4' 01A ULTRACONS 2 PER CLIP (1 ON EACH WING) 2 1/4' II II 11 11 II II U u I I I I I I Ed. •••r • """ • • • •'1► • • a • ALTERNATE ANCHOR LOCATION • • • - p • • • ••• • • • • •• • r • • •f••-. 000 • •f • • • • •••• • •• • • • •• •••• • • • • •••• 1/4" DIA. ULTRACONS Ed. 2 PER CLIP (1 ON EACH WING) 2BY WOOD BUCK OR WOOD STRUCTURE ANCHORS TYPE 'A' FLOATING CLIP SNUG FR INSIDE MULL @14 SUS 1 -3/4' O.C. MIN. 2 PER ANGLE FLOATING CUP SNUG FR INSIDE MULL #14 SUS 1 -3/4" 0.C. MIN. 2 PER ANGLE I /4" DIA. ULTRACONS 1 PER ANGLE 1/4" DIA. ULTRACONS 1 PER ANGLE L2 X 2 X 1/8' ALUM ANGLE 2 X 2 X 1/8" ALUM ANGLE Ed. Ed. 1" MIN ALL CUPS AND ANGLES TO FR SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI- RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. 1/4" DIA. ULTRACONS 4 PER CLIP (2 ON EACH WING) 1 BY WOOD BUCK 2 BY W000 BUCK ANCHORS TYPE '8' FLOATING CUP SNUG FIT INSIDE MULL /14 SMS 1 -3/4" 0.C. MIN. 2 PER ANGLE FLOATING CLIP SNUG FIT INSIDE MULL /14 SUS 1 -3/4" 0.C. MIN. 2 PER ANGLE Encr. AR5HAD MAR CIVIL FLA. PE / 38863 C.A.N. 3538 1/4' CIA. ULTRACONS 2 PER ANGLE 1/4" CIA. ULTRACONS 1/4" DIA. ULTRACONS 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE 252 X 1/8" ALUM ANGLE 2 X 2 X 1/8" ALUM ANGLE 2ROD11CT RENEW ELT an complying will the Florida 3ufding Code Acceptance No 0 ° . • S 03 br le, OCT 01 ZUO i By ' . . _. z Vliemi'.' .e Product C Dig i =ion to O 9 3 0 c G 4 Q tl ffi a C a ffi G f drawing no. M04 -04 sheet 5 of 8 1/4 DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. a MIN. EDGE DIST. MIN. EMBEDMENT WOOD 1" 1 -3/8' BLOCK 2 -1/2 1 -1/4' CONCRETE 2 -1/2' 1 -1/2' • •••• • • • • •••• ••• • • ••• • •••• • • ••• • • • •••• • .• •• • • s •• • • • • ••4 • • •• MIN. Ed •4 • • • •••• • • •••• • 1 • •••• • • Y •• •• • • • •• • • • •••• • • • • • •• • ALTERNATE ANCHOR LOCATION 1/4* DIA. ULTRACONS 2 PER CLIP (1 ON EACH WING) • • •••• • Ed. ANCHORS TYPE 'C' FLOATING CLIP SNUG FIT INSIDE MULL 114 SMS 1 - 3/4' 0.C. MIN. 2 PER ANGLE 1/4' DIA ULTRACONS 2 PER CUP (1 ON EACH WINO) 1/4 DIA. ULTRACONS 1 PER ANGLE 2 x 2 X 1 /8' ALUM ANGLE 1 ALL CL PS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI- RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. 1/4' 014. ULTRACONS _ Ed. 4 PER CLIP (2 ON EACH WING) FLOATING CUP SNUG FR INSIDE MULL 114 SMS 4 PER ANGLE ANCHORS TYPE 'D APPLICABLE FOR 4 ", 5" AND 6" TUBE MULLIONS En4r: 611'X60 VIGAR CML FLA. PE # 38863 CA.N. 3538 OCT 0 1 2049 1/4' DIA. ULTRACONS 2 PER ANGLE7 LOCATION OF SCREWS CONNECTING ANGLES TO TUBES PRODUCT REI !ELL sr:r7.1yix$ r.1:1108 F4u1:L1 Ac e al :.:.Jde -£ A 1 1CCh>7O'-It:, E1.r' 'w!S 6 1 2.0 BP Miami Dade Product Control Division 2x2 K 1/8' ALUM ANGLE 4, a a � D v 0 c 6 I^ 11 ' 8 S `d 6 8 S B 1 drawing no. M04 -04 sheet 6 of 8 5 /I6" DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. m MIN. EDGE DIST. MIN. EMBEDMENT CONCRETE 2 -1/2" 1 -3/4" • ••• • • •• ••• • • • • • • • • • •••• ••• • • • •.•• 1 • • • • • • •• • •• • • • •• • Ed. • • •••• , • • • •• I• •• • •••• • •• • f • 1 •••• •••• • •• • ••• •••• •• • • •••• •••• ••.• • •. 1 • • 5/16' DIA. ULTRACONS 4 PER CLIP (2 ON EACH WING) 5/16" D 2 PETRA L FLOATING CLIP SNUG FIT INSIDE MULL #14 SNS 4 PER ANGLE ANCHORS TYPE 'E' APPLICABLE FOR 4 ", 5" AND 6" TUBE MULLIONS ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED WITH ALKALI - RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. LOCATION OF SCREWS CONNECTING ANGLES TO TUBES 2X 2X 1/8" ALUM ANGLE Engr: ARSHAD '310AR CML FLA. PE i 38883 C.A.N. 3536 OC i 01 2009 'FO '.JCT GLN"T'ED w:Ga!"c Florida EXpT nT?si • 3y Ntnvi AdeP .11vH ion Coniro 5.03 2 0 t 4 1— n� v z° 8 8 8 G 8 9 6 8 5 8 8 0 8 8 LI drawing no. M04 -04 (sheet 7 of 8 • • • • • • • • • • • • •••• • • • •••• • • • • • •• • •••• • • • • • •• • •• • • • • • • • • • • • • • • • • • • • • • • •••• • • • • • •••• • •• • • • •• • • • • • TUBES 4(81 BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE CAULK JOINT WEER ASSEMBLY #14 SMS SEE CHART FOR OUANTITIES #10 FH SMS 2/ SIDE 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION TH15 SCREW CAN BE INSTALLED IN EITHER DIRECTION 71 . ACCESS HOLE TUBE MULLION TUBE MULLION 114 FH SMS 1 -1/2" 0.C. MIN. SEE CHART FOR OUANTITIES #10 FN SMS 2 PER CUP 1" 0.C. MIN. I -3/4" X 2" X 1/8" (FOR 28Y TUBE) 3/4" X 2" X 1/8" FOR (1BY TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL #1 METAL TO METAL CONNECTION 114 SMS SUBSTRATE ALUMINUM Ed. = MIN. EDGE DIST. 5/8" MIN. CL TO CL SPACING 1/2" ANCHOR NO. OF • CHART SCREWS TYPE A L TYPE B 3 TYPE C TYPE D ! TYPE E 4 2 4 r Engr. AR5HAD MAR CIAL FLA PE 8 38863 CAN. 3528 C+01Z ?RODUCT RENEWED es co alylnS witb 818 F'lottdo Building Coda Acceplm;o No 0 Expiration EP Miami Dade Product Control tM . •.inn n Z 0 J 1I m a v O 0 8 $i S 5 5 3i t6 a4 0 z 0 3 s drawing no. M04 -04 sheet 805 8 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 Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W03 -75, titled "Series -2000 Alum. Horiz. Sliding Wdw. (L.M.I.) ", sheets 1 through 8 of 8, dated 08/27/03 with revision D dated 05/12/08, 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 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: A coy of this entire NOA shall be provided to the user by the manufacturer or its distributors re; i1ja1t b ar a?latre for inspection at the job site at the request of the Building Official. This NQA a :d re w NpA # 07- 0928.13 and consists of this page 1 and evidence pages E -I and E -2,'aa w811 as at ,royal dbcturtht mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • • . • . . • • • • • • • • • • • • • • • • • • N)AM -DADE COUNTY APPROVED • ••• • • • • ••• •/ • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• • • 0 •• • • • 0 •• • • 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.buldingcodeonline.com NOA No. 08- 0527.13 Expiration Date: November 6, 2013 Approval Date: July 10, 2008 Page 1 ES Windows LLC A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -75, Sheets 1 through 8 of 8, titled "Series -2000 Alum. Horiz. Sliding Wdw. (L.M.I.) ", dated 08/27/03 with revision D dated 05/12/08, 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 2000 aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -5475, dated 01/18/08, signed and sealed by Carlos S. Rionda, 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 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) 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 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) • •• ••• • • • • • •• • • • • • • •• ••• •• • • • •• • ••• ••• • • • • • • • • • • • • • • • • • • ••• • • • • • •• NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • •• •• • • • •• •• • • • • •• • • E -1 Manuel Perez, Product Control Exa e'er NOA No. 08- 0527.13 Expiration Date: November 6, 2013 Approval Date: July 10, 2008 ES Windows LLC 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 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 -2004 and 2008, prepared by Al- Farooq Corporation, dated 05/28/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas 0 Plus" dated 01/03/08, expiring on 01/14/12. 2. 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 May 6, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated May 6, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL -5475, issued by Fenestration Testing Laboratory, Inc., dated January 21, 2008, signed and sealed by Carlos S. Rionda, P.E. G. OTHER 1. Notice of Acceptance No. 07- 0928.13, issued 2000 Aluminum Horizontal Sliding Window, •• ••• 41106408.. • •• • • • • • • • • • • • • • • • . • • •• • •• • • • •• • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED ••• • • • • • • • • • • • • • . • • • •• • • • • • • • • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • • •• • •• • • E -2 to ES Windows LLC for their Series approved on 05/08/08 and expiring on Manuel Per '.E. Product Control "d finer NOA No. 0: 27.13 Expiration Date: November 6, 2013 Approval Date: July 10, 2008 WINDOW WIDTH FALSE MUNDNS (SURFACE APPUED) 10' MAX. MAY BE USED - - ; ILL issaiwas n u O q u n I L 'it' �' _ • i \ ' . II i' I I I 11 I 1 11 11 II II II � II 1 I I I II II I it 11 " II . 1 . 11 • it • • • • • • • • • • .090 INTEFtLAYER i pow CORNING 795 • 1/8' ANN. GLASS GLASS TYPE 'B' 3/15' ANN. GLASS SILICONE GLASS TYPE 'C' • • • •• • ••• •K • GLASS•? RE 'A • • •••• • •• • • • •••• • • • • 1/8' ANN. GLASS .090' INTERLAYER ' DUPONT BUTACITE PVB' SIUCONE DOW CORNING 795 3/18° ANN. GLASS .090 INTERLAYER ' DUPONT SENTRYGLAS PLUS' 1/8' HEAT STREN'D. GLASS .090' INTERLAYER ' DUPONT SENTRYGLAS PLUS' i - /B' HEAT STREN'D. GLASS SILICONE DOW CORNING 795 GLASS TYPE 'Al' 5/32' HEAT STREN'D. GLASS .090 INTERLAYER 'DUPONT BUT CITE PVB' r 1/8' HEAT STREN'D. GLASS SIUCONE DOW CORNING 795 W DOW CORNING 795 GLASS TYPE 'D' SERIES -2000 ALUM HORIZ. SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 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 1tsitD 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 IN ALLOWABLE STRESS 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 REOUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. lYPICAI Fl EVAT1ON TESTED UNIT Env DR. HIAIAYOUN FAR000 FLA. STRUCTURES 18557 CAN. 3538 LAMINATED GLASS LARGE MISSILE IMPACT PRODUCT REVLIQD &Mi CD ffir Raft Aerstrto¢: No S i MAY Q 1Y I PiUdiVeCDaaw, 2005 a /.5 3 0 fJ E3 D 2 S 8 8 S 1 .5 1 drawing no. W03 -75 (sheet 1 of 8 ) DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) • • •, G I .. • • STD. MTG. BAIL H H.0. 3070. RAIL GLASS TYPE 'A' G GLASS TYPE 'Al' GLASS TYPE 'D' G GLASS TYPE 'Al' • •NoTH HEIGHT I EXT.( . .141 -1 E EXT.( +) I IM.( -) E EXT.( +) I IM.( -) E EXT.( +) N NT.( -) V8 -1 2' V V 7 70.0 • 8 80.0 � 90.0 7 70.0 8 80.0 8 83.3 9 90.0 i• = 7 70.0 8 80.0. a �70.�0 9 c0.07 70.0 8 80.0 8 83.3 9 90.o N M ♦ G n N ♦ C r r % T S n • • •••• • • • •••• • •• • • ••• • ••• • •••• • • • •••• A • NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB N STD. SILL WITHOUT RISER STD. SILL WITH RISER LIMIT EXT.( +) LOADS 10 53.3 PSF UNIT EXT.( +) LOADS TO 70.0 PSF 4 STD. AITG. BAIL HI -RISE SILL WITHOUT RISER HI-RISE SILL WITH RISER LIMIT EXT.( +) LOADS TO 67.5 PSF LIMIT EXT.( +) LOADS TO 83.3 PSF B.D. MTO. RAIL 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 Engin 031. HUMAYOUN FAR000 STRUCTURES FLA. PE / 18557 CAN. 3538 Mad AY 1 6 2008 PRODUCT REVISED 89 corapt leg wtaa l60 CI9d(d9 &Wing COE Amu sec No agiN Ca15 3 in c 0 cd 0 ' r a 5 0 2 a S S 2 • S 6 a drawing no. W03 -75 (sheet 2 o 8 • ••• • • • • • • •••• • • • • •••• • • DESIGN LOAD CAPACITY - PSF (XOX SIZES) •••• • WINDOW RMS. �• DTH HEIGHT • •d� • 74' • 7Q6 -1/4" 111' 74' *WM -1/4 •• 111' 74" •1e6 -1/4' •111' •• 74' 1416 -1/4" • .111' Exr.( +j I�r'(7 • EXr.( +) 70.0 • 80.0 • 70.0 - • •- • - 70.0 • • Md • 70.0 70.0 • •8 • 70.0 - • • - 70. • • • 80 .4 70.0 70.0 • ems 70.0 • - psis 45.4 51.9 70.0 72' 84' 4 • B 8' 108' 72' 84' 96" 108' 84' 98' 108' 72' 64' 98' 108' 1• SMOG . 10 • 7 38 -3/8 1• • • (5) • •1• • 7 •••• 24" 8 (0•• •9 • ••, • 1 48' (4) 7 8 9 10 7 8 9 17 60' 8 ( 9 10 STO. SILL WITi10UT RISER STD. MTG. RAIL GLASS TYPE 'Al' GLASS TYPE 'A' GLASS TYPE '81' GLASS TYPE 13' GLASS TYPE 'C' 70.0 8: 70.0 70.. •80 • 70.0 9 70.0 80.0 • 70.0 90.0 90.0 90.0 90.0 _ • N••1 _ • 70.0 • 80.0 d 70.0 70.0 80.0 70.0 70.0 80.0 70.0 70.0 80.0 70.0 70.0 80.0 70.0 70.0 80.0 70. 70.0 80.0 70.0 80.0 70.0 70.0 80.0 70.0 70.0 80.0 70.0 54.2 81.9 70.0 47.6 54.4 70.0 - 70.0 - 70.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB INT.( -) 90.0 90.0 90.0 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 83.9 78.7 GLASS TYPE EXL( +) 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 70.0 70.0 70.0 70.0 STD. SILL WITH RISER UMIT EXT.( +) LOADS TO 53.3 PSF UMIT EXT.( +) LOADS TO 70.0 PSF INT.( -) 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 80.0 80.0 80.0 80.0 80.0 78.7 H.D. MTC. RAIL GLASS TYPE 'AI' EXT.( +) 83.3 83.3 83.3 83.3 83.3 83.3 83.3 83.3 90.0 90.0 90.0 90.0 90.0 90.0 83.3 83.3 83.3 83.3 90.0 90.0 90.0 90.0 90.0 80.0 832 83.3 83.3 83.3 83.3 83.3 80.0 80.0 83.3 83.3 83.3 83.3 83.3 83.3 83.3 83.3 83.3 83.3 90.0 90.0 90.0 90.0 90.0 90.0 80.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 ( 1 / 3W ) 4 (1/3W) 4= OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH HI -RISE SILL WITHOUT RISER STD. MTG. RAIL. H.0 MTG RAIL HI -RISE SILL Wf1H RISER UMIT EXT.( +) LOADS TO 66.7 PSF UMIT EXL( +) LOADS TO 83.3 PSF DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. WIDTH HEIGHT 74" 108 -1/4' 111' 74' 106 -1/4" 111" 74' 74' 72' 84' 98 108° 72' 84' 98' 108" 72' 84' 98" 72' 26" (3) 38 -3/8' (3) 50 -5/8" (4) (5) 24" (2) 38' (3) 48' (4) 60' (5) A 7 10 10 STD. MTG. RAIL GLASS TYPE 'A' GLASS TYPE EXT.( +) 70.0 80.0 GLASS TYPE 'AI' GLASS TYPE 'S1' GLASS TYPE 'C' EXT-( +) 70.0 90.0 80.0 7 10 10 7 7 7 8 9 10 7 8 9 10 7 8 9 7 70.0 70.0 70.0 70.D 70.0 70.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 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 90.0 90.0 90.0 90.0 90.0 90.0 90.0 60.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 MASS TYPE '0' EXI'.( +) 70.0 70.0 83.3 83.3 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 INT.( - 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 60.0 N.D. MTG. RAIL GLASS TYPE '51' EXL( +) 93.3 83.3 83.3 83.3 832 83.3 83.3 83.3 83.3 83.3 83.3 83.3 83.3 83.3 83.3 83.3 83.3 83.3 INI.( - ) 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 90.0 90.0 90.0 90.0 90.0 90.0 90.0 A = NO. OF A14014098 PER HEAD & SILL ( ) m NO. OF ANCHORS PER .14121 ( 4 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 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: DR. HUIIAYOUN FAR000 STRUCTURES FIA. PE j 18557 CAN. 3538 ,DIY 1 6 2008 PRODUCT REVISED o cosp14 g rohlt the 65s$d• 158M4.2 Cadt Asa:7.0 e1 No ♦_ " O 1110 Cc& .1!•Areffr• • My IJ . ' R4ioes1 -de PraddclE011291 Dhis 9c rn N 1 3 9 W n 0 U Cl 0 5. 0 41 0 0 0 o 8 9 drawing no. W03 -75 (sheet 3of 8 • • • •• • • • • • ••• • • • • •• OAF* • i.. • drawing no. W03 -75 sheet 4of 8 ) TYPICAL ANCHORS SEE ELEV. FOR SPACING • • d n e w ° • � ° d WI 1BY WOOD RUCK z TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI —DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA 1 I TYPICAL ANCHORS SEE ELEV. FOR SPACING gi 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" TAPCON$ 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 DRILUNC SCREW$ INTO DADE COUNTY APPROVED MULUONS (MIN. THK. .090 INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8 THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2 MIN. INTO WOOD STRUCTURE = 3/ MIN. INTO METAL STRUCTURE = 3/4 MIN. SEALANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE /ALUMINUM COLORED SIUCONE. WEEPHOLES: W1 = 1 - 13/16" X 1/4" WEEPHOLES AT 3 FROM EACH END WITH PLASTIC BAFFLE W2 = 1/4° WEEPHOLE AT TOP & BOTTOM RAIL 1 FROM EACH END PRODUCT REVISED >an comptylm al* the Florida Defeats Code Asespitirme No Date Prodassealsol ITEM PART # QUANTITY DESCRIPTION MATERIAL MANE. /SUPPLIER /REMARKS 1 951003 1 FRAME HEAD 6063 -75 - 2 952001 -1 1 STD. FRAME SILL 6063 -T5 - 2A ES2012 1 HI -RISE FRAME SILL 6063 -T5 - 3 952000 -3 -1 1 FRAME JAMB VENT 8063 -T5 - 4 ES2000 -1 1 FRAME JA1.48 FIXED 8063 -15 - 5 ES2000 -5 -1 1/ VENT FIXED RAIL 6063 -76 - 8 ES2000 -4 -1 1/ VENT STD. VENT MEETING RAIL 6083 -T6 - BA 652004 1/ VENT H.O. VENT MEETING RAIL 6063 -76 7 952000 -7 -1 2/ VENT TOP AND BOTTOM RAIL 6083 -75 - 8 652000 -6 -1 1/ VENT JAMB STILE 6063 -75 - 9 652000 -8 -1 AS REOD. GLAZING BEAD 6083 -75 - 10 952002 -1 1 SILL TRACK INSERT 8083 -13 - 11 932011 AS REOD. STD. SILL RISER 6083 -75 - 11A - AS READ. HI -RISE SILL RISER 6063 -75 - 12 951009 2/ VENT VENT LATCH 8063 -76 AT 9' FROM ENDS 13 951012 1/ LATCH VENT LATCH SPRING 5T. STEEL - 14 - AS REOD. FOAM FILLED FABRIC W STRIPPING - SCHLEGEL 15 #6 X 1 AS REOD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 18 18 X 3' 2/ VENT FIX. RAIL SILL SCREWS (570. SILL END) CRS P.H. SMS 18A #10 X 4' 2/ VENT FOX. RAIL SILL SCREWS (HI -RISE SILL END) CRS P.H. SIS 17 43820 -187 AS READ. VENT & FIX. RAIL WSIRIPPING - AMESBURY OR EOUW. 18 436213-187 AS REQO. FRAME JAMB aST RIPPING - AMESBURY OR EQUIV. 19 WPHL -100 2 BAFFLE - M & M PLASTICS 20 #6 X 3/8' 2/ BAFFLE BAFFLE SCREW - P.H. 5M5 21 ES1010 AS READ. GLAZING GASKET SOFT PVC - 22 952007 4/ VENT ROLLER NOISING & GUIDE PLASTIC - 23 652006 2/ VENT ROLLER BRASS /ST. ST. - 24 ES2005 2/ VENT ROLLER PIN ST. STEEL. - 25 - 1/ WEEP OPEN CELL FOAM PAD - 1' X 3/4' X l' LONG 26 - 1/ VENT 5/18' 80X SCREEN - OPTIONAL 27 951505 - FLUSH FRAME ADAPTER 8083 -15 OPTIONAL • • TYPICAL ANCHORS SEE ELEVS. FOR SPACING • • • • Sn % ••• • • ALT•• •• • • • •• • • •••• • •• •I • • •� •••• • • • •••••• •••• • • • •••• • •••• •••• a• • • •••• • •• • • • • • MIAMI -DADE COUNTY APPROVED MULLION & MUWON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING Engr. DR HUMAYOUN FAR00m sTRUCTURES RA PE # 16557 C.A.N. 3538 Y 1 6 2008 PRODUCT REVISED as coml4yLagwills the Florida CA18Se5 Code AmaJI3:LosLYD E' aPM Uar Data In n P� 41 drawing no. W03 -75 (sheet of 8 • • • • • • o • • • • • • • • • 1/a MAX. • • SHIM M STRUCTURE • •• • 1 /a• MAX.. • • • • • ••• • • • WCHORS • S . j0R SPACING • •••• 1 /a• SHIM ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING VENT WIDTH VENT WIDTH XO LAYOUT OX OPPOSITE EXTERIOR WINDOW WIDTH XOX LAYOUT MIAMI —DADE COUNTY APPROVED MULLION WINDOW WIDTH I /a• MAX SHIMS 0,'1W WOOD SUCK TYPICAL ANCHORS Or SEE ELEV. a FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH 1 /a MAX. H.D. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY *1000 BUCK EnW: OR. STRUCTURES MAY ES FA 000 STRUCNI*S FLA. P EF 18557 C.A. 3 MAY Y 6208 PRODUCT REVISED ea camiegmgalt6 Its Florida Behan Cods Ateente No Et,: aka Data L' c 0 x y � 0 a U V 0 0 8 b 2 1 drawing no. W03 -75 (sheet 6 of 8 s 0 V • • • • • •••• ••• • • ••• • •••• • •••• • • • • •• • 1 .837 328 1__I 3 41.4) m d' 0 l ( S3SL— £OM \1N1l —MOO 2.186 o II I• .813 - • • • • • • • •••• • 2.330 *1 *1.242 .242 ^� . 062 • • 1.400 Zi�D I 1.384 • • • • • • • •• • •• •••� • t " 803 i_- O G LAZING .08 4 .147 BEAD .7 15 1-. Z n 0 m app Q f tf. 0 1 CC ' � c2, < V G p ia . O dl Q; 1 2 ^ T2 10 m a lt W m S • • .08 • •� • VENT 2 J 1.434 .8 I d } � F 250 21 BULB VINYL °.930 ,� TOP /BOTTOM RAIL 1.421 • __ 2188 - .06 949 1.122 760 r• r• r :slo ' Flat t2 VENT .078 - 1.230 - LATCH • •••• • • `° • 1.118b • .. •• • • • 0.149 • - O JAMB I .868 • X13 •• 2.998 5 • i 1250 STILE .813 ^ _ J 3i N n O ? 13 p, H n in I W Q i m 0 < n M Z 3 1O z 6,91 v 1.0 frii 2 0 .082 ••• •• • • r 2.375 77U FLUSH 2.190 .052 ,500 2.083 .062 2268 P FRAME ADAPTER 500 1.130 O2 2.330 STD. FRAME SILL .048 - 06 STD. - 1_1.250 - MEETING RAIL 9921 4-1.118 450 2.500 .813 3.437 4 2.0837 1 ` 0 m v r O € N061AN '1YlL3N30 1 133X5 5011 311NYNO ON .082 IYP. 2.818 .082 .930 I 1.630 t t S. SILL RISER H.D. 1.250 MEETING RAIL .500 0 c v 0 0 gl 80'LI'S0 LO'IrS0 .088 - - 2130 \ 750 2.113 7.875 --�{ 2.330 ® HI - RISE FRAME SILL a m U v .� .046 .450 2.841 j .062 _d 2.555 2.392 813 808 �__ ^ � t �f�ll `. I[ o,rwN . p ) I [1[ JI .188 1 .062 z 2.J92 1.sJ76 2.J30 afiz Fes' �4 fARO0O w V38557 Y 1 6 2G08 enure J�8 mi4L theme GaicYeaCmYz �x:0s2mIa •; • J 1.212 5 .992 .868 .312 O .062 1.250 FIXED MTG. RAIL EL,.tta1j< l701e ,ILT',R'W 0/ !?9' // /.. , _:. Rgeo 1 :.• i ,1,, c to SILL 1.098 TRACK t I^--a+ I .989 ® FRAME JAMB VENT 0 FRAME I .989 .719 r � - JAMB FIXED i drawing 03 W03-75 t@ HI -RISE SILL RISER (sheet 7 of 8 • • • • • •••• ••• • • ••• • •••• • •••• • • • • •• • • • • • • • • • • • • • •••• • • • • • • •••• • • • •••• • • • •• •• • • ••• • •• • • • • • • • • • • • •• •• • • ••• • • • •• • • • • • VENT TOP /BOTTOM CORNERS FIXFO MTG RAIL CORNER FRAME BOTTOM CORNFR ogn DR. HUYAYOUN FAROOQ STRUCTURES FU. PE 0 16557 CAN. PRODUCT REVISED >• complying with the Redd* Fteti6-:R Cade " apFOa Date Warp Vrachtet Central em drawing no. W03 -75 (sheet 8 of 8 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 1500 Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W03 -57, titled "Series -1500 Aluminum Fixed Window (L.M.I.) ", sheets 1 through 7 of 7, prepared by Al- Farooq Corporations, dated 07/31/03 with revision D dated 03/26/08, 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 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 :re; i.;es fgd gdew; NOA # 06- 1201.05 and consists of this page 1 and evidence pages E -1 and E -'l w l 4sIpptolral: �cura ant mentioned above. Thv stb tteBdacurnentattoitwas reviewed by Manuel Perez, 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) 372 -6339 www.maimidade.gov/buildingcode NOA No. 08- 0417.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 Page 1 ES Windows LLC A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -57, titled "Series -1500 Aluminum Fixed Window (L.M.I.) ", sheets 1 thru 7 of 7, prepared by Al- Farooq Corporations, dated 07/31/03 with revision D dated 03/26/08, 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) Large Missile Impact Test per FBC, TAS 201 -94 4) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 1500 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5339, dated 02/11/08, signed and sealed by Michael R. Wenzel, P.E. 2. Test reports on: I) 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 along with marked -up drawings and installation diagram of an arch, round top & cathedral shapes aluminum fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5054, dated 10/03/06, signed and sealed by Edmund() Largaespada, P.E. (Submitted under previous NOA #06- 0308.05) 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 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3810, dated 05/16/03, signed & sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 0910.01) 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 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 along with marked -up drawings and installation diagram of a alum. fixed windows mulled together, prepared by Fenestration Testing Laboratory, Inc. Test Report No. • • ••• ; t'Tjt ,3$1t, cad 06/09/03, signed & sealed by Joseph Chan, P.E. • • • • • . • .•rS'4bkkikeL un d e r previous NOA #03- 0910.01) •• • ••• •. • • • •• • . • • • • • • • • • •• • • •• • • • • • • • .•. • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • • • • • ..• • • • • •. • • • • • • . • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• .• • • • •• • ••• • • • • •. • • • • E -1 Manuel Pe Product Control NOA No. 08- .E. ner 17.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3808, dated 05/14/03, signed & sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 0910.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by AI- Farooq Corporation, dated 4/7/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas ® Plus" dated 01/03/08, expiring on 01/14/12. 2. 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 March 26, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated March 26, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL -5339, issued by Fenestration Testing Laboratory, Inc., dated February 7, 2008, signed and sealed by Michael R. Wenzel, P.E. G. OTHER 1. Notice of Acceptance No. 06- 1201.05, issued to ES Windows, Inc., for their Series 1500 Aluminum Fixed Window — L.M.I., approved on 02/01/07 and expiring on 11/06/08. • • • • • • • • • • • • • • • • • .• ••. • • •• • • • • • • • • • •• • • ••• • • • • • • • • • •• • •• • .•• • • • • • • •• • • • • • • • • •• • • • • • .•• • • • • • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• • • • ••• • • E -2 Manuel Pe '.E. Product Control iner NOA No. 0: i 417.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 • • • • • • • •••• • • • • • • • •••• II• 44 3/8' 0.L OPG. 48' 72•- FALSE MUNTINS HEAD /SILL (SURFACE APPLIED) MAY BE USED LI/ 1 11 1 , drawing no. W03 -57 ••• • • • •••• • • • • • • •••• • • •••• • •••• • • WIDTH WINDOW WIDTH • • • •• • • • • • • • • • • •• • • • • •••• • • •••• • WINDOW WIDTH, WINDOW WIDTH ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED ONES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. w SERIES -1500 ALUMINUM FIXED WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER MIAMI —DADE COUNTY APPR'D WINDOWS USING MIAMI —DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS ON SHEETS 2 & 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). 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 IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. MATERAS INCLUDING BUT NOT LIMRED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. WINDOW WIDTH TYPICAL ELEVATION THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr. DR. HUMAYOUN FAROOQ STRUCTURES RA. PE / 185S7 CAN. 3538 R]Lv41 Env ark 0 9 2008 PRODUCT REVtS EU trecomplyNng aids the Merida Relax: Corle fir, , rag A� *Okra O44o are Pro;lectC000tg9 • • • • • • • • • • ••••1 • • • • 1/8' ANN. GLASS .090' INTERLAYER ,'• i • ' DUPONT BUTACITE PV8' • e':64,\ •; • 1/8° AN• G1AE0 • • • I• SIUCONE • 3 m •S • \, I� rpm/ :95 a 1 0 • • •• • to I , 1.41 i •••• +`•••• GI.q�>j �IiPE • • • • • • •• • • • • •••• • • •• VW ANN. GLASS .090' INTERLAYER 'DUPONT SENTRYGLAS PLUS' 3/18' ANN. GLASS GLASS TYPE SILICONE DOW CORNING 795 ADHESIVE FOAM TAPE 3/16" HEAT STREN ° D. CUSS .090" INTERLAYER ' DUPONT SENTRYGLAS PLUS' 3/16' HEAT STREN'D. GLASS GLASS TYPE 'C' SILICONE r00W CORNING 795 ADHESVE FOAM TAPE s vt 3/16' ANN. GLASS -.DUPONT .090' INTERLAYER BUTACRE PV8' 3/16' ANN. GLASS GLASS TYPE 'B1' 3/16' HEAT SIREN'''. GLASS .090' INTERLAYER 'DUPONT BUTACITE PVB' 3/16' HEAT STREN'O. GLASS GLASS TYPE '01' SIUCONE DOW CORNING 795 ADHESVE FOAM TAPE SIUCONE DOW CORNING 795 ADHESIVE FOAM TAPE GLASS TYPE '02' DESIGN LOAD CAPACITY - PS5' WINDOW DIMS. WIDTH 19 -1/8' 28 -1 2' 37 48' 53 -1/8' 19 -1/8' 26 -1/2' 37' 48' 53 -1/8' 19 -1/8 26 -1/2' 37' 48' 53-1/8" 19 -1/8' 26-1/2" 37' 48' 53 -1/8' HEIGHT 26' 38 -3/8' 19 - 1/8' 28-1/2" 37' 50 -5/8' 48' 53 -1/8' 55' 63' 19 -1 26 -1/2' ANCHOR TYPES 'A' & 'C' GLASS TYPE 'A' EXT.( +) 70.0 70.0 86.5 68.5 66.5 70.0 652 46.7 45.0 45.0 70.0 85.2 46.7 70.0 55.2 46.7 70.0 652 70.0 65.2 1NT.(-) 70.0 70.0 66.5 66.5 68.5 70.0 65.2 45.7 45.0 45.0 70.0 65.2 48.7 70.0 65.2 46.7 70.0 65.2 70.0 65.2 GLASS TYPES H' & '81' EXT.( +) 70.0 70.0 66.5 68.5 88.5 70.0 65.2 46.7 45.0 45.0 70.0 85.2 48.7 36.0 34.1 70.0 65.2 46.7 38.0 70.0 65.2 46.7 70.0 65.2 46.7 1 NT.( -) 90.0 90.0 66.5 88.5 66.5 90.0 65.2 48.7 45.0 45.0 90.0 652 4.8.7 35.0 34.1 90.0 85.2 48.7 36.0 90.0 65.2 48.7 46.7 GLASS TYPES 'C'. 'CI & 'C2' EXT.( +) ENT•( - ) 70.0 70 0 85.5 86.5 70.0 65.2 46.7 45.0 45.0 70.0 65.2 48.7 38.0 34.1 70.0 65.2 46.7 36.0 32.5 70.0 65.2 46.7 38.0 32.5 X70.0 .2 46.7 36.0 32S 60.0 80 0 86.5 S 85.5 80.0 65.2 48.7 45.0 45.0 80.0 85.2 46.7 38.0 34.1 80.0 65.2 46.7 36.0 32.5 80.0 65.2 48.7 36.0 32. .2 46.7 e!!! ANCHOR TYPES '8' & GLASS TYPE A' EXT.( +) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 68.1 85.7 55.7 70.0 70.0 68.1 70.0 70.0 88.1 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 68.1 65.7 65.7 70.0 70.0 68.1 70.0 70.0 68.1 70.0 70.0 65.2 90.0 70.0 70.0 GLASS TYPES '9' & '51' EXr.( +) 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 86.4 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 1NT. -) 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 85.3 90.0 90.0 90.0 90.0 90.0 90.0 95.0 90.0 90.0 90.0 GLASS TYPES 'C', 'C1 & 'C2' LXT.( +) 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 88.4 70.0 70.0 70.0 70.0 83.2 70.0 70.0 70.0 70.0 63.2 70.0 70.0 70.0 70.0 63.2 INT.( -) 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 50.0 80.0 80.0 75.9 80.0 80.0 80.0 80.0 72.3 80.0 80.0 80.0 80.0 72.3 50.0 80.0 80.0 80.0 72.3 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 - 02/04 (3 SEC. GUSTS). 5/32" HEAT STREW°. GLASS .090" INTERLAYER 'DUPONT BUTACITE PV8' 1/4" HEAT STREW°. GLASS SILICONE DOW CORNING 795 ADHESIVE FOAM TAPE W , 1 ROM WIDTH ANO LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE Enw, DR. HUM YUN FAR000 FLA. F2 1 16557 C.A.N. 3538 PRODUCT REVISED � � Hwith the Fleltrde Aeeq atcre No i ' Iz a . %P/1 j B9 ,/ / de P1sd6ct 0 5 3 6 o g z 0 m olc drawing no. W03 -57 (sheet 2of 7 a 7 U DESIGN LOAD CAPACITY - asa DESIGN LOAD CAPACITY - PSF • DIMS. WINDSW • ANCHOR TYPES A' & 'C' ANCHOR WINDOW DIMS. TYPES 'A' & 'C' ANCHOR MASS TYPE • GLASS TYPES GLASS TYPES 'C', 'CI & '02' GLASS TYPE MASS TYPES ' GLASS TYPES 'CI & 'C2' GLASS TYPE 'A' MASS TYPES 1' & '81' GLASS TYPES 'C'. 'Cl & 'C2' GLASS TYPE 'A' GIASS TYPES 13' GLASS TYPES _ ! ...,.... - .b..it, EXT. -r, • ... y , Ogg+) ...,.( -) EXT.( +) 1NT.( -) EXT. .....( -) EXT.(+) .,.,. -, E,.,.(+) 1NT.( - ) WIDTH HEIGHT EXT.( +) TNT.( - ) ....( +) 1 NT.( -) EXT.( +) tar.( DR.( +) 1NT.( -) EXT.(+) 1/.174-) w.(+) .,... -, T • 7S0 70.0 70.0 70.0 70.0 108' 70.0 70.0 70.0 90.0 80.0 70.0 70.0 70.0 90.0 70.0 8 7%0 70.0 70.0 70.0 70.0 - 70.0 72.0 72.0 - - 70.0 90.0 70.0 • 5,6 70.0 70.0 70.0 70.0 - - - - 57.6 - - - - 70.0 • 48.0 70.0 70.0 70.0 70.0 - - - - 48.0 - - - - 70.0 36' 4 IREIt 70.0 70.0 70.0 70.0 120' 56.2 56.2 70.0 90.0 80.0 58.2 56.2 70.0 90.0 70.0 1 • AS 70.0 70.0 70.0 70.0 - - 70.0 72.0 72.0 - - 70.0 90.0 70.0 • 1 48.0 4�- 70.0 70.0 70.0 70.0 - - - - 57.6 - - - - 70.0 • • • • 4 67.3 67.3 70.0 70.0 - - - - 48.0 - - - - 70.0 18' • • • 24' 30' 36' • 42' 48' • • 54' 60" • • • • • 70.0 700• • 110.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 Coy m a Q y� 70.0 =0$ • • 7j1,� 720 70.0 72.0 70.0 70.0 70.0 90.0 70.0 WO • 57.6 57.6 • 57.8 57.8 57.8 57.6 70.0 70.0 70.0 90.0 70.0 80.0 W L 1 Z vi : g • • • • • 48.0 Km) 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 J - i• •ri ' ' : -� W L ° '1 16 1 2 .. .,1 C4 t9 Q Q w 5 f 0 • 41.1 y.1 •41.1 41.1 41.1 41.1 60.0 60.0 70.0 90.0 70.0 80.0 •••• - •- ' 38/ 36.0 38.0 38.0 - - 70.0 90.0 70.0 80.0 :iii - 7 •••• - • • • - 38.0 36.0 38.0 38.0 - - 70.0 90.0 70.0 80.0 . J 8 8 . g ° W < n N m m d ql iS aa m gl ui Q ro m O I.' m 0 , "' m • S Z Ft: m N N WI 48 W N M 0 • • • • - - 36.0 38.0 38.0 38.0 - - 70.0 90.0 70.0 80.0 18' 24" 30' 70.0 70.0 70.0 80.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 .t4QIE: WIDTH AND LENGTH DIMENSIONS CAN BE OIBENTID 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 57.8 57.6 57.6 57.6 57.6 57.6 70.0 70.0 70.0 90.0 70.0 80.0 48.0 48.0 48.0 48.0 48.0 48.0 87.3 87.3 70.0 90.0 70.0 80.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE - - 41.1 41.1 41.1 41.1 - - 70.0 90.0 70.0 80.0 - - 36.0 38.0 36.0 36.0 - - 70.0 90.0 70.0 80.0 - - - - 32.0 32.0 - - - - 62.2 71.1 - - - - 28.8 28.8 - - - - 58.0 64.0 ._ 54" 60' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 60.0 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 57.6 57.6 57.6 57.8 57.6 57.6 64.2 64.2 70.0 90.0 70.0 80.0 - - 48.0 48.0 46.0 - - 70.0 90.0 70.0 80.0 72" - - - - 41.1 41.1 - - - - 70.0 80.0 - - - - 36.0 38.0 - - - - 70.0 80.0 1 - - - - 32.0 32.0 - - - - 82.2 71.1 ^� 1 c > C m b m • z @S 1 -� Y T+' t - - - - 28.8 28.8 - - - - 56.0 84.0 18' 24" 30" 38' 42' 48' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 - - 57.6 57.8 57.6 57.6 - - 70.0 90.0 70.0 80.0 - - - - 48.0 48.0 - - - - 70.0 80.0 - - - - 41.1 41.1 - - - - 70.0 80.0 - - - - 36.0 39.0 - - - - 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 1:1" � ^o m -0 g -> $ c $ ° - ry S 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 - - 57.6 57.6 57.6 57.8 - - 70.0 90.0 70.0 80.0 90' - - - - 48.0 48.0 - - - - 70.0 80.0 - - - - 41.1 41.1 - - - - 70.0 80.0 ic ( - - - - 36.0 36.0 - - - - 70.0 80.0 "-' Y ° §§ q S g a -,'-" 4y 1. 'b ) 18' 24" 30' 36" 42' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 - - 70.0 72.0 70.0 72.0 - - 70.0 90.0 70.0 80.0 0R HL'1TAYOUN FM.m00 E1A 18.997 CAM "7538 � �� 1� ?i1 PRODUCT REVISED m4om 11 19 Plcing with Florida Ed4105C0477' NO /: �' . 96' - - 57.8 57.6 57.6 57.6 - - 70.0 90.0 70.0 80.0 - - - - 48.0 48.0 - - - - 70.0 80.0 - - - - 41.1 41.1 - - - - 70.0 80.0 A' = ., ,��, � • Sate i, Mg l /. . � , M „.. NOTE: GLASS CAPACmES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS). drawing no. W03 -57 (sheet 3 of 7 • ••• • • •••• •• • •••• ••• • • ••• • •••• • • • • • • • eeeeee • • • • • • • •••••• • •• •••• • • ••• •••• • • � •• • o• • • • ••• • • • •• T g TYPICAL ANCHORS • ELEV. FOR SPACING • •g •r ■ • • • • ° • • TYPICAL ANCHORS SE ELEV. FOR SPACING 1BY f WOOD BUCK OPTIONAL - TYPICAL ANCHORS [ 5EE ELEVS. FOR SPACING MIAMI —DADE COUNTY APPROVED MULUON k MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEVS. FOR SPACING 141 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 TYPE 'A'— 3/16" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 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 3Lt8 "JEKS OB_SELF DRILLING SCRFWS (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 TYPE 1/4" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 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 ORIIIING SCREWS INTO METAL STRUCTURES ST EEL : 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) TYPE 'C'— j10 SMS OR SELF DRRIING SCREWS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) /ANCHOR FDGF DISTANCES' INTO CONCRETE AND MASONRY = 1 -3/8 MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2 MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUM COLOR SILICONE. E:s 015. HUIUYCUN FAR000 STRUCTURES FLl 1 1 CAN. PE 3539 8557 11 r r.11daK c"■e 404 axe Nn Ealatafkaa (Sate S th i0 0 Y 8 s g 8 8 a i 0 9. 4 drawing no. W03 -57 (sheet 4of 7 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 655001 4 WINDOW FRAME 6063 -T5 6063 -16 - 2 652000 -5 OPTIONAL GLAZING STOP - �i 665002 4 FRAME COVER (OPTIONAL) 6063 -T5 - /8 X 1 AS REGD. ASSEMBLY SCREWS CRS PH SMS � - 2/ LITE SETTING BLOCK NEOPRENE 7/15 X 3/15 X 3 -1/2 LANG 652000-10 OPTIONAL GLAZING GASKET SOFT P60 - 7 ES1505 - FLUSH FRAME ADAPTER 5063 -T5 OPTIONAL • • • • • • •• • •••• • •• 200'6 drawing no. W03 -57 (sheet 5 of 7 • • •••• • • • • • • ••• •• • • •• • • • • • • • • • • • • • • • • • •••• •••• • • 0 1/4 ° SHId • •••• ". • • • •••• • MIAMI-DADE COUNTY APPR,D MULLION SEE SEPARATE N0A WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4 MAX. 51661 TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE PMODUCP REVLRED es complying with the Florid* 'Coda No Date 2.330 --I 821 , 6 •i• ° . 1-4- I • • • 1.000 • 51.062 • • • •500 .813 • ( • • d • • • • 0.142 • • FRAIA • • • • • ..4-1 I— •••• • • P • • • •. • • • • .147 • • • • • • GLAZING vrt (O PTIONAL) FRAME COVER (OPTIONAL) d I x.328 .543 —I ^�� .250 BULB VINYL (OPTIONAL) .125 FLUSH FRAME ADAPTER .788 ALUM CORNER LOCK (6083 -.T5) •• •• • • ALT. TYPICAL ANCHORS SEE ELEVS. FOR SPACING Env: DR. HUWUYOUN FARO00 STRUCTURES FLA. PE 1 16557 CAN. 3556 PRODUCT REVISED as oomplytng with the 1lerhta &Wing Code Ataoplease No adz z p • N a n R Rg v � h 08 H a WRl o a. 0.3 J 0 U , • 1 0% °n v 8 B o on 0 0 a 6 2 2 my 0 C 2 0 8 1 S 8 8 5 V 0 A 8 0 JS AJ drawing no. W03 -57 (sheet 6 of 7 U • • • • • • • • • •.•. • • •.•• • •• • • • • • • • •••• • •••• • • • •• ,• • • • • • • • • • • • • •• • • •••• • • •••• • RECT. OR SQUARE WINDOWS ALUM STRAP W/ (4) SCREWS AT EACH STRAP ALUM STRAP S AT EACH ) RECT. OR SQUARE WINDOWS TYPICAL CORNER_D_K' ML$ ALUM STRAP W/ (4) SCREWS AT EACH STRAP W/ 4) M SCREWS AT EACH STRAP ALUM CORNER LOCK W/ (4) SCREWS AT EACH SIDE CIRCULAR WINDOWS ALUM STRAP rw/ (4) SCREWS I AT EACH STRAP -J 0 0 z 0 1 th drawing no. W03 -57 (sheet 7 of 7