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WS-10-1591Inspection Number: INSP- 155444 Permit Number: WS -9 -10 -1591 Scheduled Inspection Date: February 01, 2011 Inspector: Bruhn, Norman Owner: ALLEN, ELIZABETH Job Address: 1290 NE 102 Street Project: <NONE> Contractor: DISTINGUISHED CONTRACTING GROUP INC Building Department Comments IMPACT WINDOW INSTALL 18 WINDOWS Passed Failed Correction Needed Miami Shores, FL Re- Inspection Fee January 31, 2011 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 CREATED AS REINSPECTION FOR INSP- 150904. For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050220020 Page 15 of 15 q 21 1a" m ! '`' Miami r h Village e g e l0- Building Department r 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING � l OWNER: Name(Fee Simple Titleholder):it 1 6; �� A "1 / Phone#: l °� oG � -- .c.‘13 Address: l�oi _Oa" S 7 t\A City: 4 ` 1(h? v S State: 4 ( Zip: 3 Sr3 5 Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: City: Miami Shores Folio/Parcel #: Is the Building Historically Designated: Yes Value of Work for this Permit: $ Type of Work: ❑Address Description of Work: 12-1 v N� d er County: 016 if 6 ❑Alteration Miami Dade .1 ...,I CONTRAC'. _ Address: t� City: CfYIN `,, / State: Qualifier Name: \ rAt .. Permit No. Master Permit No. Square/Linear F otage of Work: ❑New C,7 epair/Replace. pCNMTYL9 LE SEP0 ill BY: .. Zip: 53/ 3 g NO /\ Flood Zone: Phone #: 0157q- fS& / Zip: ' ��P Phone#: State Certification orRegistration #: al K1 j 6 Certif of Compet y #: Contact Phone #: ". b f 471 — g$ 1 Email Address: M 1 rep j7 .. �/ '(d am DESIGNER: Architect/Engineer: Phone#: 0 t ❑Demolition COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: * **** ** * ** ** ** **** **** * * *** ** * ***. Fees * * *** * * * ** ***** * *** * * *** * ************ *: *** Submittal Fee $ 5 6 Permit Fee $ CCF $ CO /CC $ Scanning Fee $ 76,10 Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ ^ qq TOTAL FEE NOW DUE $ 4 (D • Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S Alt '1DAVIT: I certify that all the foregoing information is accurate and that all work will be done incompliance 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 certied 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 iss sence of such posted notice, the inspection will not be i j oved and a reinspection fee will be charged. Sign: Print: Owner or Agent a for The foregoing instrument was acknowledged before me this 4 2 The forego r : as ac e me this"; day of ° 1 , 2 0 1 , by O 4L ( n , day of °■ , 2010 , by tl,. , he 16 who is personally known to me or who has _ r o d 'L 'OL. who i ersonally know�)to me or who has produced NOTARY PUBLIC: My Commission Expires 5 701 As identification and who did take an oath. EXPIRES Septt . nber s - , MONICA LYN DIAZ • am MY COMMISSION sr DD711751 NOTARY PUBLIC: My Comtifiaion`Expires. as identification and who did take an oath. 'Uhf Sign: Print: Mimi`: r "i *** * * ** * * * * * * * * * *** * ** **** * * ** * *** - ******************************************* * * * * **** *** ** * ***** *** ******* APPROVED BY (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) 0 Plans Examiner Zoning Structural Review Clerk NOTICE OF COMMENCEMENT A RECORDED COPY.MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOUO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement. 1. Legal description of property and street/address: 2. Description of improvement: 3. Owner(s) name and address: 445:4 Interest in property: Name and address of fee simple titleholder 4. Contractor's name, ad ress and phone num 78 5. Surety: (Payment bond required by owner from contractor, if an y�TATE OF FLORIDA. COU Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon w Section 713.13(1Xa)7., Florida Statutes, VITNES Name, address and phone number. ARV 8. In addition to himself, Owners designates the following person(s) to rece = a copy of the Uenor " Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement (the expiration date Is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENTARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN. RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. iF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE. COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT Signature(s) of Owner(s) or Owner(s)' Authorized Officer /Director/Partner/Manager. Prepared By /14, C o t s . .1y Ai Prepared By /iv Print Name Print Name v ` Title/Office ✓ . 7, . "P.r. , Title/Office • STATE OF FLORIDA COUNTY OF MIAMI -DADE The f99go intrwment was ID Individually, or la as 0 Personally known, or C U 0 al r,gm fi y ha d EC Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in It are true, to the best of my knowledge and belief. 8 Y er(s)'s Authorized Officer/Director/Partner/Manager who s 1111111 1111111 1111111111111111111111111111111 CFN 2010R0643501 OR Bk 2 ?431 Ps .4224; Ups; RECORDED 09/23/2010 14:20:44 HARVEY RUVIN, OF COURT I1IAh1I —DADE COUNTY, FLORIDA LAST PAGE Space above reserved for use of recording office f ' 4 ' , J j/ F DADE g .etz -1, `/ viet4 P?- 3/ t.� � pknowiedged before me this 4- day of 7 for �.• - uced the following type of ide Signature of Notary Public: Print Name (S .. By 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 OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADM. LT INS ;D - - • - t _.. -.. -- _____ - - -- POUCY NUMBER POLICY EFFECTIVE ': POUCY EXPIRATION MEXPIRD LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY - _ i CLAItv15F1ADE X OCCUR CCp588959 - 01 03/05/2010 - 03/05/2011 ' EACH OCCURRENCE $ 1,000,000 DAMAGE 70 RENTED PREMISES (Ea n(cvrencel 5 100,000 MEDEXP(Any one Pers ,n S 5,000 PERSONAL & ADV INJURY 5 1, 000,000 INSURERS AFFORDING COVERAGE NAIC# GENERAL AGGREGATE 5 2,000,000 GEN•L AGGREGATE LIMIT APPLIES PER . ._- PRODUCTS COMP /OP AGG $ 1, 000,000 , POLICY I PRO- JEC? . LOC SUITE 422 AUTOMOBILE LIABILITY ANY AUTO r COMBINED SINGLE LIMIT ?Ea ac 5 .Ea accident) A .L OWNED AUTOS - SCHEDULED AUTOS BODILY INJURY t. Per person) DISTO0 HIRED AUTOS NON OLVNED AUTOS ! ,BODILY INJURY 5 ;Per accident) � — l ' PROPERTY DAMAGE I (Per accident? $ GARAGE LIABILITY ANY AUTO f AUTO ONLY - EA ACCIDENT $ -- OTHER THAN EA ACC 8 - __.. AUTO ONLY AGG 5 EXCESS /UMBRELLA LIABILITY _ OCCUR L _ , CLAIMS MADE EACH OCCURRENCE AGGREGATE $ DEDUCTIBLE RETENT ION S T IS !_s - I8 WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIE7OICVAIttNf41:EXECUTIVE UFHCFRd'v1EMBER EXCLUDED? Ityes.descnbeunder --y SPECIAL PROVISIONS below ) , WCSTATU- I r TORYL M!TS l OTH ER E.L. EACH ACCIDENT j 8 - -- E.L. DISEASE EA EMPLOYEE 8 F: DISEASE POLICY LIMIT S " OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES r EXCLUSIONS ADDED BY ENDORSEMENT 1 SPECIAL PROVISIONS PCRTICI1'ATE uirsi rums ACORD. CERTIFICATE OF LIABILITY INSURANCE DATEIMM/DD/YYYY) 0 9/n2/2 0 7 n PRODUCER 1 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ANDERSON & JACOBY INSURANCE CO ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 7855 SW 104TH STREET HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. SUITE #100 MIAMI, FL 33256 INSURERS AFFORDING COVERAGE NAIC# INSURED DISTINGUISHED CONTRACTING GROUP INC INSURER A: CENTURY SURETY CO - 36951 15476 NW 77TH COURT INSURER 1i: SUITE 422 INSURER C MIAMI LAKES, FL 33016 INSURER D. DISTO0 INSURER E: CITY OF MIAMI SHORES 10050 NE 2ND AVENUE MIAMI SHORES, FL 33138 ACORD 25 (2001/08) CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY' -O UPON THE INSURER. ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE REC 5 ACORD CORPORATION 1988 ALEX SINK CHIEF FINANCIAL OFD * * EFFECTIVE DATE 04/1312009 EXPIRATION DATE 04/1312011 PERSON: MONTENEGRO MATHEW C FEIN: 208329593 BUSINESS NAME AND ADDRESS: DISTINGUISHED CONTRACTING GROUP INC 15476 M 77TH COURT W422 IHIALEAH FL 33016 SCOPES OF BUSINESS OR TRADE 1- CERTIFIED ROOFING CONTRACTOR 2- CERTIFIED [ORAL CONTRACTOR 04 -13 -2009 STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS` COMPENSATION CHITIFICATE OF ELECTION TO BE EXEMPT FROM FLOW )A WINMERT C MIPE ISATIMI! LAW CONSTRUCTION IMUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. * * IMPORTANT: Porstel d Chapter 440. 054141 F.S., an officer of a carporatioe who elects exemption from this chapter try filing a certificate of election ender this samba may sat re‘ver benefits or compensation under this chapter. Pursuant to Chapter 440.05(14. F.S., Certificates of election to be exempt... apply only within the scope of the business or Oade fisted on the notice of election to he exempt. Pursuant to Chaplet 440.0503). F.S., Notices of election to be exempt sad certificates of election to be exempt shall be sabred to revecalion if. at any Hine alter the Siting of the notice or Hie issuance of me certificate, the person named on the notice or certificate tar loaget tweets the requirements of Ibis section for issuance of a certificate. The department stall revoke a certificate at soy time for faitare of Inc person named co the certificate to meet the requirements of this section. QUESTIONS? (850) 413"16( - 'PG rctsTtarovrc tic ct crrtrlat Trt NC FVFRRPT RFN1CFn nq -ns T' 2I66C26SOE a a eW c 60 12 -add Miami Shores Village j B r / , • :ir APPROVED ZONING DEPT ° 11 K b b BLDG DEPT �✓ SUBJECT TO COMPLIANCE WITH ALL FEDERAL, STATE AND COUNTY RULES AND REGULATIONS �i Prh trot Ox 64- 41 a54• fX t k ► tic ,7214 )43 / o its;: 0000 .• /;',7;Y:LA:e .1 :.*P/e7 . 1 .,0 ffl,Zif`- . " - 4 7 ▪ :44 P • ® • • • •, •� • • • : •• • • • • • • • • • • • • •• :• • • • •• • • • • • • • • • • ••. • •.• :• • • • • • •• • . • :• • • • • : • • • :• ;• • 3 1 ;`t et p,ot C00 x ere' t ' 3 fil F-- .L2) y ///" a ("5/// 3" 34 b/ t X ► 7/x,17 OR .3741 4r At- imAl ) ( t 1X 1 /&5( 0 .17A, x7r "' 1P37'` Mean Roof Height DESIGN PRESSURES (PSF) • Zone 4 Mean Roof Haight DESIGN PRESSURES (PSF) • Zone 5 10 15 20 Tributary Area (SO Ft) 40 ___45 50 10 15 20 Tributary Area (So Ft) 40 45 50 25 30 35 25 30 35 -50.4 -49.2 -48.3 -47.6 -47.1 -48,6 46,2 -45.9 -45.5' 2 -62.2 -59.8 -58.0 - 56.7 - 55.6 -54.6 -53.8 -53.1 -52.5 D -15 ft +48.5 +45.2 +44.4 +43,7 +43.1 +42,7 +42.3 +41.9 +41.6 0 -15 ft +46.5 +452 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 16 ft -51.1 +47.1 -49.8 +45.9 -49.0 +45.0 -48.3 +44.3 -47.7 +43.7 -47.3 +43.3 -46.8 +42.9 -46,5 +42.5 46.2 +422 16 ft -63.1 +47.1 - 60.6 +45.9 -58.8 +45.0 -57.5 +44.3 -58.3 +43.7 -55.4 +43.3 - 54.6 +42.9 -53.9 +42.5 -53.2 +422 18 ft -52.4 +48.3 -51.1 +47.0 502 +48.1 -49.5 +45.4 - 48.9 +44.6 -48.4 +44.3 -48.0 +43.9 47.7 +43.6 -47.3 +432 18 ft -64.6 +48.3 52.1 +47.0 - 60.3 +46.1 -58.9 +45.4 - 57.8 +44.8 56.8 +44.3 -55.9 +43.9 54.5 -55.2 +43.6 5 +43.2 20 ft -53.5 +Ao A -522 +48 1 -51.3 +47.1 - 50.6 +4A a -50.0 +45 A -49.5 +es a -49.1 +AA 9 - 48.7 +44.5 -48.4 +44.2 20 ft -66.1 +sae -63.5 +48.1 -61.6 +47.1 -602 +46.4 -59.0 +45.8 - 58.1 +45.3 -57.2 +44.9 -56.4 +44.5 -55.8 +44.2 -52.4 -49.7 49.4 -64.8 - 82.9 -60.2 -59.2 -58.4 -57.6 -56.9 +48.1 +45.4 +45.1 22 ft +49.0 +48.1 +46.8 +46.3 +45.8 +45.4 +45.1 -53.3 - 50.6 50.3 -68.0 -64.1 -61.4 50.3 -59.4 -58.7 -58.0 +49.0 --.__ ...._ - _ .-.. +48.3 +45.9 24 ft +51.3 +49.9 +49.0 _ +47.6 +47.1 +46.7 +46.3 +45.9 26 ft '., -56.6 +52.2 -55.2 +50.8 -54.2 +49.8 - 53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +48.7 26 ft -69.8 +522 -67.1 +50.8 - 65.1 +49.8 -63.6 +49.1 -62.4 +48,4 -61.4 +47.9 -60.4 +47.5 -59.6 +47.1 -58.9 +46.7 -57.5 -56.1 - 55.1 -54.3 -53.7 -532 -52.7 -52.3 -51.9 -70.9 -682 -682 -64.6 -63.4 -62.3 - 61.4 -60.6 -59.9 ZB ft +53.0 +51.6 +50.6 +49.8 +49.2 +48.7 +48.2 +47.8 +47.4 28 ft +53.0 +51.6 +50.6 +49.8 +492 +48,7 +482 +47.8 +47.4 -58.3 - 56.9 -55.9 -55.1 -54.5 -53.9 -53.5 -53.1 -52.7 -72.0 -692 -67.1 55.6 -64.3 -632 52.3 -61.5 50.7 30 ft +63.8 +52.3 +51.3 +50.6 +49.9 +49.4 +48.9 +48.5 +48.1 ft +53.8 +52.3 +51.3 +50.6 +49.9 +49.4 +48.9 +48.5 +48.1 32 ft -59.1 +54.5 -57.7 +53,1 -56.7 +520 -55.9 +51.3 -552 +50.6 -54.7 +50.1 -54.2 +49.6 -53.8 +492 -53.4 +48.8 325 -73.0 +54.5 -70.1 +53.1 -68.1 +52.0 - 68.5 +51.3 -852 +50.8 -64.1 +50.1 -63.1 +49.6 52.3 +492 -61.6 +48.8 -55.9 -73.9 -71.0 -87.3 -66.0 wr -84.0 -63.1 -62.4 ft c . a» +51.3 -56.6 m csi o 4 ft +55.2 -74.8 +53.7 -71.9 t� m +51.9 -68.1 +51.3 -66.8 +502 -64.7 +49.8 -63.9 +49.4 -63.1 38 ft +51.9 ft +55.9 +54.4 +52.5 +51.9 +50.8 +50.4 +50.0 38 ft -61.3 +56.5 -59.8 +55.0 - 58.7 +54.0 -57.9 +53.1 - 57.3 +52.5 -56.7 +51.9 582 +51.4 - 55.8 +51.0 -55.4 +50.6 38 ft -75.7 +56.5 -72.7 +55.0 -70.6 +54.0 -68.9 +53.1 -67.6 +52.5 - 88.5 +51.9 - 65.5 +51.4 54.6 +51.0 -63.8 +50.6 ft - 62.0 + 57.1 -80.5 +55.6 - 59.4 +54.5 - 58.6 +53.7 -57.9 +53.0 -57.3 +52.5. -. -56.8 +52.0 58.4 +51.5?- -56.0 '_x+51.1 40 ft -76.5 +57.1 -73.5 +55.6 -71.3 +54.5 - 69.7 +53.7 -88.3 +53.0 -67.2 +52.5 -662 +52.0 - 85.3 +51.5 -64.5 +51.1 42ft -62.6 +57.7 -61.1 + 582 -60.0 +55.1 -592 +54.3 -58.5 +53.6 -57.9 +53.0 -57.4 +52.5 -57.0 +52.1 -56.6 +51.7 42 ft - -77.3 +57.7 -742 +562 -72.1 +55.1 - 70.4 +54.3 59.0 +53.6 -67.9 +53.0 -66.9 +52.5 -66.0 +52.1 552 +51.7 532 -61.7 - 60.6 59.7 59.1 5&5 58.0 57.5 57.1 -78.0 -75.0 -72.8 -71.1 59.7 -68.5 57.5 58.6 -65.8 44 ft +58.3 +58.7 +55.7 +54.8 +54.1 +53.5 +53.0 +52.6 +522 44 ft +58.3 +56.7 +55.7 +54.8 +54.1 +53.5 +53.0 +52.6 +522 48 ft - 63.8 +58.8 -62.3 +57.3 -61.2 +582 -60.3 +55.3 -59.6 +54.6 -59.0 +54.0 -58.5 +53.5 -58.1 +53.1...+52.7 -57.7 46 ft -78.8 +58.8 -75.7 +57.3 -73.5 +582 -71.8 +55.3 -70.4 +54.6 592 +54.0 - 882 +53.5 -67.3 +53.1 56.5 +52.7 ft -64.4 +59.4 - 62.8 +57.8 -61.7 +56.7 -80.8 +55.8 -60.1 +55.1 59.6 +54.5 -59.0 +54.0 - 58.6 +53.6 582 +53.1 48 ft -79.5 +59.4 -76.3 +57.8 -74.1 +56.7 -72.4 +55.8 -71.0 +55.1 -69.8 +54.5 -68.8 +54.0 -67.9 +53.6 -67.1 +53.1 ft 54.9 +59.9 -63.4 +58.3 422 +57,2 51.4 +56.3 50.7 +55.6 -60.1 +55.0 ' -59.5 +54.5 59.1 . +54.0 -58.7 +53.6 ft 502 +59.9 -77.0 +58.3 -74.11 +572 -73.0 +58.3 -71.8 +55.8 -70.4 +55.0 59.4 +54.5 68.5 +54,0 57.6 +53.6 ft -65.5 +60.4 - 63.9 +58.8 -62.8 +57.6 -61.9 +56.8 -612 +56.1 -60.6 +55.4 -60.0 +54.9 -59.6 +54.5 -592 +54.0 52 ft -80.8 +60.4 -77.6 +58.8 -75.4 +57.6 -73.6 +56.8 -722 +56.1 -71.0 +55.4 -69.9 +54.9 -69.0 +54.5 -682 +54.0 -66.0 - 84.4 - 63.3 -62.4 51.7 51.0 50.5 -60.1 59.6 -81.5 -78.3 -76.0 -742 -72.8 -71.6 -70.5 - 69.6 -88.7 ft +60.8 +592 +58.1 +572 +56.5 +55.9 +55.4 +54.9 +54.5 ft +60.8 +59.2 +58.1 +572 +56.5 +55.9 +55.4 +54.9 +54,5 ft -86.5 +61.3 54.9 +59.7 -63.7 +58.5 -62.9 +57.7 -62.1 +58.9 -81.5 +56.3 -61.0 +55.8 -60.5 +55.3 -60.1 +54.9 56 ft -82.1 +61.3 -78.9 +59.7 -76.6 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +56.3 -71.0 +55.8 - 70.1 +55.3 49.3 +54.9 80 ft "67.5 +622 - 85.8 +60.6 54.7 +59.4 -63.8 +58.5 -63.0 +57.8 -62.4 +57.1 -61.9 +56.6 -61.4 +56.1 -61.0 +55.7 80 ft 483.3 +822 -80.0 +60.6 -77.7 +59.4 -75.9 +58.5 -74.4 +57.8 -732 +57.1 -72.1 +56.6 -71.1 +56.1 -70.3 +55.7 tr 03/02/2009 - 5 :01pm' troy)z F :\OB:Elements \10 LoadIngl11 CdIculatore\ASCE 7 -05\ FLB ASCE 7 -02 Pressure;Charts (0- 60).dwg, 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES a z N 8 r -o DATE 04/19/06 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. EXTERIOR ZONE 5 PRESSURES ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING IY1hH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES 7, ALT Kd • • 1. TABLES ARE INTENDEQTOIE:ECT WO MSBI PRESSURE W l IS DEFINED AS THE CRITICAL CONDII 1011 ANY U KN WA VARIABLE s' DF CR=$ED BELOW. USE OF CRITICAL CONDITIONS REQUIRE FOR. US ITH "'ESE TAKES" • 2. FOR SITUATIONS THAT REQUIRE Kd =10, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VAUD ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF CCTPE RLIDUCILONSIFQR R $LOPS LESS THAN 10° SHALL BE PERFORMED BY AN ENG ER •SIVE SPECIFICoC ID1710 . • 5. IDENTIFY THE BUILDING MEAN QVE - '+ ±01•HDIGHIf. Ii THE MEN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK WO H? G • • • • • 6. ALWAYS ROUND UP ROOF HElt3►ITS 4 '� L E it /Ali E CR TO A CGINSERVATNE ASSUMPTION. • • • • • • 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 2007 FLORIDA BUILDING CODE • WIND VELOC[ TY=.. '6 MF -1 EXPOSURE 'C' ! • lr,.. • • LJ IN l[UCTIONS FOR 'PABL ' Es : . ••• • GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1,0 -FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = + / -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT. LESS THAN 4°4 OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. CD ELEVATION I -C) WALL ZONE FIGURES • • ••• • •• •• - -, • Y• i 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 Fax: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AMR #9885 ENGINEERING EXPRESS® EAVE ROOF HEIGHT PEAK ROOF HEIGHT MEAN ROOF HEIGHT • • MIA COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E.S. Windows, LLC 10653 N.E. Quaybrfdge 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 !wallah! f ®r ins,ectienet thsjob site at the request of the Building Official. This NOA re rises & renews goki 01 consists of this page 1 and evidence page E -1, as well as approval do caltexit aeatj nerj abt vP„ • The submitted documentation was reviewed by Ishaq L Chanda, P. E. • • •• • • • • MAM► . :s1i APPROVED, _ •• • • • • • • • • • • • • • • • • • • • • • • • •• • • •• •• • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • 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 E.S. Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 08-0477.03) 1. Manufacturer's die drawings and sections. Drawing No. W03 -100, titled "Series -4000 Aluminum Sliding Patio Door (LMI), sheets 1 through 8 of 8, prepared by AI- 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 AI- 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 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. MAW iS:1CJit tkvlscs & renews NOA # 08- 0477.03, expiring March 18, 2014. 2•. • •'r rkair3NdA(s) are NOA# 06- 0606.02 and 04- 1117.05a 1 /' k 1 •• ••• •• • • •• 1 �-h w-►�- Ish I. Chanda, P. E. Product Control Examiner NOA No 09 -0210.07 Expiration Date: March 18, 2014 Approval Date: April 01, 2009 G. • • • •. • • • • • • • • • • •• ••• • • • •. • n • • •••• • . • • • • • • • • • • • • • • • • • • • • • •• • • • • • •• •• • • • • • • • • • .• •. • • • • • • • • • •• • • • • • • • • • • • • • •• •• E -1 "E.I. DuPont DeNemours" for "Sentry 4/07. E.I. DuPont De Nemours & CO., Inc. /14/2012. • ••c• • • •••• • • • •• • • • • • • • • • • • • • • • • • • • •• •• •• • • • • • •. • •••• •••• • • • • • • • •• •••• • • • • • •••• • • •• • • •• • • •• • • • • 1 •••• • • • • •••• 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 USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. MATERIALS INCLUDING BUT NOT UNITED TO AL SCREWS, THAT COME 0410 CONTACT WITH OTHER DISSIMILAR MATERIALS MEET THE REQUIREMENTS OF 2004 /2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 8' MAX. HEAD /SL CORNERS L1 49 1/16 MAX PANEL WIDTH III 1. 1S' MAX. HEAD /SILL 43 11/18 MAX D.L OPG. 49 5 /18' MAX. PANEL WWTH 192' MAX. DOOR WIDTH TYPICAL FLFVATION TESTED UNIT DOORS GLAZED WITH LAMINATED GLASS RATED FOR [LARGE & SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS. CLUSTER OF ANCHORS AT HEAD /SILL (511.8 LOCATIONS) SEE DETAIL 0/4 5HEET 3 Eel: OR. HUMA113IM FAR000 I.A. F 18 CAN. JJSS (G) T . _ REMCWED 1 8411 11498944148118 flmNY Dalin ark alpha** Date Y 87 4- AN ,�„ TV/kW Oa&' t Canne Ofrfsiou • 8 8 a ih drowig no. IW03 - 100 DESIGN LOAD CAPACITY - PSF (ALL CONFIGIINATIONS SHONE ON THIS SHEET) GLASS TYPES 'A. 13' OR 'C' P •ION [Km DAR Naga .Con NO REINFOR MEDIUM REINFOR'G HEAVY REINF'G EXT. (4)1 PIT. (-) EXT. (+) my (-) ExT. (+)( NT. (-) # 30 36 42 80 48 54 70.0 1 80.0 780 80.0 I 70.0 800 • 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 38 96 42 48 . - 70.0 80.0 70.0 { 80.0 - - 70.0 80.0 70.0 80.0 - - - 70.0 , 80.0 - - - 70.0 I 80.0 • • • • • • • • • • • • • • • • • • • • • 4 :;C• • • XO (Smarm) OX XX GLASS TYPE 'A' • • • • • 0 • • • • • • 0 3/16 H.S. GLASS • • • • • • • • .ogo- INTEBLAYEED • • 'DUPONT SIONTWOOIS *WE' • • • 3 / 19 ' Wivas • • • • • • sttolks oniVir 7 " • • • • • • • • • 3/16 H.S. GLASS .090 INTERLAYER 'ouPONT sumart svis' GLASS TYPE '13' 3/16 1.5. GLASS SILICONE DOW CORNING 795 -17 111=1.1.1C01• 8. 0 X0 (s HowN) X X X (SHOwN) 0 XX 0 XXXO(sx ITN X X X )CX X 5/32- HEAT STREW° GLASS .090 INTERLAYER 1 '0UPONT surAcliE PPE' CLASS TYPE 'C l/e 0041 STRENt GLASS SttaCONE DOW CORNING 795 Y.* 1' 4- X 0 X XO X (SHOWN) SEE SHEET 3 FOR XO OR XX DOORS WITH HEAVY REINFORCING USE SCHEDULE 'A* (SHEU 3) FOR ANCHORS ON ALL SIZES THIS CHART. env 08. HUNATOUN FA0000 STRUCTURES Tit t JAN a 0 2009 ntootscrarmws• 80 .ft the 6 BoldbiGele laxertavaind 7 nektieettea Ihtle aNite NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS -DEC - 2 IR 44.. DESIGN LOAD CAPACITY - PSF (OX OR 00 ONLY) GLASS TYPES 'A' OR 'B' HEAVY REINF'G (SEE DETAIL SHEET 5) PANEL MOTH monk 0008 HEIGHt SCUD'DULE 'A' SCHEDULE '8' {HOWL PO48 EXT. ( +) r INT. ( -) EXT. ( +) I INT. ( -) R St 80.0 103.0 80.0 103.0 80.0 103.0 80.0 103.0 80 80.0 103.0 80.0 103.0 80.0 103.0 80.0 103.0 30 80.0 103.0 80.0 103.0 38 98 80.0 I 99.9 80.0 , 103.0 30 80.0 103.0 80.0 103.0 38 100 80.0 95.0 80.0 10370 • • • • • • • • • • • • • • • (41416X• TYP• Ie • HEAD(y lL �� • • fiQQNERS • • -e xo 72' DOOR WIDTH TYPICAL ELEVATION 31 3/9' 0.L CPO. 37' PANEL WIDTH a ox APPROVED CONFIGURATIONS CLUSTER OF ANCHORS SEE DETAIL 8ELOW SEE SHEET 2 FOR DOORS WITH AfEDIUH OR NO REINVORCIG THE SHOWN EXT. ( +) L0A05 REQUIRE 3 -1/4' SILL HEIGHT (DTI. 91 ON SHEET 4). REDUCE EXT. (+) LOAD CAPACITY TO +70.0 PSF IF 2 -1/2' SLLL HEIGHT IS USED ANT. ( -) LOADS REMAIN UNCHANGED. B' RETAINING CLIP AT HEAD & SILL T NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ABM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5 -DEC -219 1 1/2' 1 1/2' 2' ANCHOR CHART SUBSTRATE W000 CONCRETE BLOCK HEA0 St/. .IAMB SCHEDULE 'A' 1/4' ANCHORS 1/4 ANCHORS 1/4' ANCHORS 1/4' ANCHORS 1 /4" ANCHORS 1 /4' ANCHORS SCHEDULE 'B 5/18' ANCHORS 1/4' ANCHORS 1/4' ANCHORS 5 /18' ANCHORS 1 /4' ANCHORS I /4' ANCHORS NOTE: ALL CUP ANCHORS a 1 /4' DIA. (RDA 910) 81)Lt10N ANCHORS - 912 SUS (NO SHIM SPACE) �L Ho oraUH r STRUCTURES FLA PE 8 19537 C.A.N. 3539 DETAII Ri USTER OF ANCHORS AT STILE ENDS JAN 3 0 2009 estonverammeo swum= tat, y Dleh(nn 8 • • • • •• •••• • • • ••• •• • • • TYPICAL ANCHORS 3 • • • • • c 3/4 MIN 9/16' MIN • • • • • • • •• • A • • • • 93 TYPICAL 1ANCHO S 3 PER CUP TYPICAL ANCHORS IN PAIRS I /4' ANCHORS USE SCH. 'A' 5/16' ANCHORS USE SCH. '8' SEE ELEV. FOR SPACING 4 ° 4 791000 5906 .I Q a TYPICAL ANCHORS 1/4" DIA. 3 PER CUP TYPICAL ANCHORS 112 5MS OR GRADE 5 SOS 3 PER CUP ° I ° ... HIGH STRENGTH GROUT \ NOT RI E.S. WINDOWS FAUST TRANSFER SHEAR if ° WI LOADS TO STRUCTURE TYPICAL ANCHORS W PAIRS TYPICAL ANCHORS — I /4' CIA. 1/4' DIA. SEE ELEV. 109 SPACING 3 PER CUP TYPICAL ANCHORS 04 PAIRS 1/4' DA. USE SCH. 'A' 5F 16' DIA. USE SCH. SEE : ELEV FOR SPACING Irk• O ° a d w f ° � a s MW 1 -0ADE COUNTY APPR'0 WLUON STEEL . 1/8' 719(. ARV. ALOIANUN m 1 /6" 118(. 1114. (8063 - 55) SEE SEPARATE 140A V TYPICAL ANCHORS N PARS / SMS OR GRACE 5 505 SEE ELLY. FOR SPACING rank ANCHORS W PAIRS — 1/4 OA. 5EE 0115. FOR SPACING iW000 BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS; MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM j AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 /4• OR 5/16` DIA. ULTRACONS RY 'ELCO' (Fue177 651, Fyo155 6011 INTO 2BY WOOD HULKS AR W000 STRUCTURES 1 -1 /2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS 15400 CONC. OR MASONRY 1 -I /4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 4/4" 011 TEKS OR SELF ORILUNG SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy a• 36 KSI MIN.) ALUMINUM • 1/8" THK. MIN. (61363 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 112 SMS OR SELF DRILLNG SCREWS INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. INK. m 1/8') (NO SHIM SPACE) INN. EDGE DISTANCES INTO CONCRETE AND MASONRY = 2 -1/2" MN. INTO WOOD STRUCTURE = SEE DETAIL (A) INTO METAL STRUCTURE = 3/4" MIN. CONCRETE Fe = 3000 PSI MIN. MASONRY rm = 1500 551 WN. SEALANT; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUMINUM COLORED SIUCONE. WEEPHOLES' W1 a° 1 -3/4" WEEP NOTCH AT EACH ENO W2 w 3/4' WEEP NOTCH AT EACH END W3 = 3" X 1/4" WEEP HOLES AT 2" FROM EACH END r. OR. FARGOq STRUCTURES FU. PE F 18557 C.A.N. 3535 ' N 3 0 2009 PRODUCT RENEWED w11M the Florida w TNvhkn n 8 a8 8 I - 4 .1 s; J 1 drawing rm. W03 -100 (sheet 4 . of . 8 } • • • • • • • • • • • • • 2Dr WOOD suck • • • • • •• D.L. OPC. ASTRAGAL STILE EXTERIOR DOOR NW1TH INTERLOCK STILES 1 _ TONGA. ANCHORS IN PAIRS DuL SEE ELEV. FOR SPACING METAL FlX. PANEL ON STRUCTURES l iN51DE TRACK I/4* MAX SMM 0.1.. OPG. TYPICAL ANCHORS RI PAIRS 1/4• D10. SEE ELEV. FOR SPACING DOOR WIDTH HEAVY REINFORCINQ AT INTERLOCK & ASTRAGAL STILES V 1/4 MM. • •n • n• • TYPICAL ANCHORS IN PAIRS 1/4 DIA. SEE ELEV. FOR SPA STRuCTURES FI, C .AN. , 3; 3 7 JAN 3 0 2009 PRODUCT RENEWED t Wk• &a florid* . o7 l I 1; r drowinq no. , W03-10 (sheet 5 of Sf • • • • • ••••Il • • • • • ••oo • • • • • • • • • • • • • • • • • • • • • 0 • • • • • • • •• •••• • • • e i Dr • • • • •S--- •••• • • INTERLOCK STILES • •• • • • • • • • • • • • • •• • • SCREEN 0921.---- MEDIUM 11EINFORCINQ AT EXT. INTERLOCK & ASTRAGAL STILES SCREEN NO REINFORCINQ 11811 ES-4001-1 1 FRAME HEAD ES-4002-1 1 .510. FRAME SILL 1 4 ; NI-RISE FRAME SILL ES-4003-1 I FRAME JAMB ES-4004-1 2/ PANEL 1- TOP AND 80170M RAIL ES-4003-1 AS REQD. LOCK STILE 55-4008-1 AS REQD. MTERLOCK ES-4007-1 AS REGO. FEMALE ASTRAGAL 52 -4008 AS R500. TOP & sontod RNI IuP6NER 9 ES-4009 2/ PANEL PANEL GUDE (TOP ONLY) 10 55-4010 2/ PANEL RETAINER CUP, 8 LONG 13 ES-4013 AS REQD. GLAZING WEDGE 14 ES-4014 AS REMO. Boum RDL GLASS STOP 14A ES-4019 AS REGD. SIUCONE STGP 15 W23241NK AS REVD. STILE & 3818 WITRIPPING 16 02664758 AS MD. TOP RAIL FeS7R1PPING 17 ES-4015 AS RECD. EIOTTOM RAIL IVSTRIPPING 19 010X1-1/4 esi 888 8/ PANEL PANEL ASSY SCREWS 19A /10X1" Fri S8S 2/ CORNER FRAME ASSY SCREWS 20 TA-35-1933-4281 2/ 1109. PANEL GLASS PANEL ROLLER ASSY. 21 110X1-l/4 PH US V ROLLER ROLLER DIST. SCREWS 23 2300-1010 1/ 1109 PANEL NOME LAM 24 - 2/ LOCK LOCK tNSTAUAT1ON SCREW 23 537 1/ LOCK LOCI( STRXE PLATE 28 #10 PH SIRS 2/ LOCX STRIKE PLATE MOUNT. SCREW 27 #6232 1/ LOCK INTERIOR MD EXTERtOR PULL 28 ES4028 AS REOD. SILL RISER 29 ES-4017 2/ PANEL FINED PANEL 0.1P (OUTSIDE PANEL) 29.4 E5-4020 2/ PANEL FIXED PANEL CLIP ONSIDE PANEL,/ 31 32 PART 11081/2" PH SINS 2/ CUP AS 6500. AS 9500. P3802455 AS RE00. 2/ SDE QUANTITY DESCRIPTION MATERIAL MANE. SUPPLIER/REMARKS AXED PANEL CLIP FASIENER 1/4' x 1-1/2" REINFORCING HAR I-1/2 REINFORCING 8AR LCNC SAS AOHESIVE PtLE PAD SUWON 8083-T6 NEOPRENE Env, HumAYOuNT STRUCTURES pE # 16557 C.A.N. 3338 JAN 3 0 2009 PRODUCT RENEWED . IS C Ostraibi +dal Ate Medea Babilas Cade nitration Aseeptaars:Wig ` •(1,6,4 Mbefir Ditidoo • • • • • • • • • • • • .• II ff' ENv: O. KUMAYOUN FAh000 it L STRUCTURES 57 CAN. 3738 f Ulf z g • 4 o u • • • • • •• • •••• ••• • FUL PANEL CUP 3/4• X 2' X .09 ALUM ANGLE X 0 NOTE: USE INTERLOCK & ASTRAGAL REINFORCING AS PER TABLE ON SHEETS 2 • 3 XOXXOX CONFIGURATION PRODUCT RENEWED l• cOR pyM 0• Pkr>dw fahwit 7 / ci'o/ Acceptaace x JAN 3 0 2039 drawing no.. W03 -1001 sNeel 7 of 8 . • • • • • •••• • • •••• • • • • • • • • • • • • • ` 1 . • • FRAME FAD • • 1 2. Ia; PANEL TOP /BOTTOM RAIL I I� 4-.125 -- 1.418 --1 10 RETAINER CUP • • • •• •• • • F • •••• I .813 OO FRAME JAMB .907 2.500 STD. 3.500 PH-RISE SCREEN TOP /BOTTOM RAIL L,! ASTRAGAL STILE 28 SILL RISER SCREEN STILE ASTRAGAL REINFORCING {« .290 � h't.900 1 L I.L 3t 0 INTERLOCK REINFORCINGS .887 I.385 -°I 19 OUTSIDE PANEL FlKED PANEL CLIP .570 F INSIDE PANEL FIXED PANEL CUP .094 PANEL CORNER FRAME TOP CORNER PRODUCT RENEWED die TIot181I RAW AmeMale Minim FRAME BOTTOM CORMFR 'i ba• ro.140: NI FNt808 STRUC11RES FL& PE 1 1555 CAN. 3538 JAN 3 0 2009 sheet 8 of 8) MIAMIDAD COUNTY 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 thaMiami Dade product County) rest velthe right to hav this product or material tested for quality assurance purposes. perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 5000 Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W08 -08, titled "S -5000 Alum. Outswing Casement Wdw. (L.M.I.) ", sheets 1 through 5 of 5, dated 01/23/08, prepared by A1- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval 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 copy of this entire NOA shall be provided to the user by the manufacturer or its distrii ut& ar 1 s taJPbe &ivraila1 lg for inspection at the job site at the request of the Building Official. This4 OAA®OI tsoffh%s.I+age•1 and evidence page E -1, as well as approval document mentioned above. Thesubrnttted d cumentetionwras 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) 375 -2908 www.bnldinEcodeonline.com NOA No. 08-0204.05 Expiration Date: April 3, 2013 Approval Date: April 3, 2008 Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08 -08, Sheets 1 through 5 of 5, titled "S -5000 Alum. Outswing Casement Wdw. (L.M.I.) ", dated 01/23/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of series 5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5336, dated 11 /16/07, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 1/15/08, 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. 05- 1208.02 issued to E.T. 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 January 15, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated January 15, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL- 5336, issued by Fenestration Testing Laboratory, Inc., dated December 7, 2007, signed and sealed by Carlos S. Rionda, P.E. G. OTHER . .. :ND *. • • • • • • .. ... .. • • • .. • ••• • • .. • • • • • • • • . • • • • • • • • • .. • • • • • • • • • • • . • • • • ... • • • • • • • • • • • .. • • • • • • • • • .. .. • • • . . .. ... • • • .. • • E -1 Manuel Per Product Control Exa er NOA No. 08-0204.05 Expiration Date: April 3, 2013 Approval Date: April 3, 2008 • • • •••••• • • • • • • . • • •• • • • •• • • • •••• • • • • •• • • • • •• •••• • • •• •• • • • • •• • •••• • • • •• • • • • • • • • • • • •• •• • • •••• • •••• • • •• • • • • SERIES 500Q ALUMINUM OUTSWING CASEMENT WINDOW APPROVAL APPUES TO SINGLE VENT OR DUAL VENT WINDOWS WITH X R40 XX CONFIGURATIONS. ALSO COMBINATIONS OF C SMT /CASMT OR CASMT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE STsi THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING NIGH VELOCITY HURRICANE ZONE (NVHZ). 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 SNAIL 8E BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDTIONS 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. MATEWALS I1WDING BUT NOT LIMITED TO STEEL/8E1#/ SCRIMS, THAT COME KM CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. WINDOW MOTH SING I E VENT WDW, GLAZING DEM, 74' WINDOW WIDTH DUAL VENT WOW Eigr. 811. HIJIIAYOUNN F SCROCTURES CAN. J53a NOTE GLASS CAPACTIES ON THIS SHEET ARE BASED ON AND FLORIDA A g ILDIN COIN ISSION GUS, AN Z0�$ DECLARATORY STATEMENT DCA05— DEC -219 1^ MAXIMUM DESIGN LOAD RATING - + 85.0 PSF (FOR SZES SHOWN ABOVE OR SURLIER) — 85.0 PSF THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. A:'F with eh* Fi >eri.a li.u:eg C Mt. • NOAp . RB.kaw4 s.,:,, Prau>ut '!?f- fa 0 u N 1 1 1 drawing no. W08 -08 (sheet 1 of 5 ) • • • • • • •• 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 ELtY. FOR SPACnre 1/4" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRA11ON INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY f14SiSORS FDRI NCSCRFWS INTO DADE COUNTY APPROVED MUWONS (MIN. THK. .090") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy m 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) tYPtQa FflG OISTAKE INTO CONCRETE AND MASONRY 2 -1/2" MIN. INTO WOOD STRUCTURE = 3/4" MIN. INTO METAL STRUCTURE ® 3/4" MIN. HAMM ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS SEALED WITH CLEAR /ALUMINUM COLORED SEALANT. Engr: OR RUMOR FARO%) STRUC Fl CA 5 ,IAN 2 8 2008 sheet 2 of 5 ) 3/16 MAX. SHIM •••• • • • • T 1 �• • • • • 1 • SEE ELLY. • • FOR SPACBi4• ••••1 • • • • • • • ••••I p •••• 1 METAL_ ap • • STRUCNIRE •••• • • • •• • • ••.•.. •••• • • • • SINGLE VENT WINDOWS 1/4' MAX. DUAL VENT WINDOWS 1BY moon BUCKS • WPC& ANCHORS . SEE F� STRUCTURES Engin OR. HppUEEMA��YO��UppNyy�� CAN. SS3B JAN 2 8 2008 f k drawing no. W08 -08 eh.•t 3 of 5 ITEM PART / QUANTITY DESCRIPTION MATERIAL MANP. /90PPIIDOBR/REMA988 1 ES5001 -5 1 FRAME HEAD 8083 -T8 - 2 ES5001 -6 1 FRAME SILL 8083 -18 - 3 ES5001 -3 1/ VENT FRAME JAMB -HINGE SIDE 8083 -18 - 4 ES5001 -4 1/ VENT FRAME JAMB -LATCH SIDE 8083 -TO - 5 055002 -1 1/ VENT VENT TOP RUN. 6083 -T8 - 8 E 5002 -2 1/ VENT VENT BOTTOM RA. 8083 -18 - 7 ES5002 -3 1/ VENT VENT SIDE RAIL-HINGE S8$ 8083 -18 - 8 ES5002 -4 1/ VENT VENT SIDE RAIL -TATO1 SDE 8053-T5 - 9 035004 -1 2/ VENT 2 -1/2 LONG (AT 11 -1/2 de 52* FROM BOTTOM) 8083 -T8 - 10 61008 -4 AS RECD. _SNUBBERS. GLAZING BEAD 8083 -T8 - 11 61010 AS REDO. GLAZING WEDGE SOFT PVC 12 - AS REDD. FRAME • VENT ASSEMBLY SCREWS - 010 X 1 -1/2• PH 516 13 - 2/ SNUBBER 5)8)98ER INSTALLATION SCREWS - 18 X 1/2' PH SIMB 14 ES5008 AS REGO. OUTER WEATHERSTRPPING NEOPRENE - 15 Emma AS REDO. INNER WEAhtERSTIOPPINIT NEOPRENE - 16 PJ540 -SS As READ. CORNER LOCK - SULGIVAN & ASS0O81ES 17 30155 2/ VENT 4 9AR H34GES -HEAVY DUTY - TRUTH H# ARE 18 - 3/ H1NE KINGS MOUNTING SCREWS AT FRAME - /10 X 1/2 PH SIMS 18A - 4/ HINGE 41NC£ MOUNRNO SIRENS AT VENT - •10 X I/2' PH SINS 19 23 SERIES 1/ VENT SINGE ARM OPERATOR (AT 8-1/2' FROM ENDS) - TRUTH HARDWARE 20 - 4/ OPER. OPERATOR MOINTINO SAS - 110-24 X 3/8' PH SINS 21 30175 1/ OPER. 13 -3/4' LONG 1RM2G Sr. STEEL TRUTH IMAMATE 22 - 2/ TRACK TRACK MOUNTING S7EW5 - 010 X 3/8' PH SS SINS 23 - 1/ VENT LOCKING HANDLE - STA MWM • ASSOC. 24 - 2/ VENT LOCIC)N1 CAM (AT 11 -1/r & 50 -1/2' FROM BOTTOM) - MILLIGAN 4 ASSOC. 2S - 2/ LOOK LOCK MOUNTING SCREAMS - 18-32 x 1/2 PH MS 25 ES5013 1/VENT LOOK EANME/CMI CONNECTOR - 1/4* x 1/2' ALUM. BAR 27 ES5011 2/ BAR CONNECTOR SCREWS - CUSTOM 28 S- 200X -SS 2/ VENT KEEPERS (AT 12' & 51' FROM 90TROM) ST STEEL. SULUVAN • ASSOC. 29 - 2/ KEEPER KEEPER MOUNTING SCREWS - 010 X 3/6' PH SIAS 30 - OPTIONAL 5/16 BOX SCREDI - - 31 FS5014 -1 - DRIFT RESTRAIN CLAMP, 8" LONG 6083 -16 AT MID94W OF VENT 32 - 3/ CLAMP CLAMP MOUNTING SCREWS - #10 X 1/2' PH SINS 33 ES5009 2/ VENT ANTI SAG SKATE, 2' LONG NYLON/CELCON TAM PLASTICS 34 - 2/ SKATE SKATE MOUN100 SCREWS - /e x I/2 PIMA 35 - 2/ Assn. TANDEM LATCH SPLICER - - 38 ES5003 -1 1 OPOST 6083 -T6 37 E55010 AS ROD. IMPOST STIFFENER 6063 -16 • • • • • ••• •• • •• • ••• • ••• • • • ••• • • 3.030 I°- -2121 •• 1.218• • • .062 r •• • • •• '• • • •• 0000 • •• •••• • FRAME • • 0000 VENT I 1.844 1 IMPOST 7 1.030 F IMPOST STIFFENER 1-.168 1 • I • • • • 2%81 • I 2.53% • • • • •• •••• lr 147 GLAZING BEAD Flgr: OR. HUYAYOUN FA8000 STRUCIURDT FIA PE 4 16567 CAN. 3 076 JAN 2 8 2008 z p S a 1 t o sheet 4ot 5 VENT CORNER F STRUCRIRES Mt PE # 16557 .dAtrrS 2008 ppraved ooplyiag t 8 1 a II .1 drawing no. WO8 -08 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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 -3820 dated 06/09/03, signed and sealed by Joseph Chan, P.E ....... • .. •• • • • . • • • • • .. ... •• • .... • • .. • .... • .. .. • .... .. .. .. • • • .. .. .... • • • • • • • • • • • • • • • • • • ... • • • ..... • ... • ...... • .... ••• • • • ... • • 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 1000 /1050 Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W03 -56, titled "Series- 1000 /1050 Alum. Single Hung Wdw. (L.M.I) ", sheets 1 through 8 of 8, prepared by Al- Farooq Corporation, dated 07/31/03 with revision "G" dated 07/15/09, signed and sealed by Arshad Viqar, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING; Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its • tlisttitdrsnjls}rajl Ise gddilable for inspection at the job site at the request of the Building Official. Phis lSOA'$eels4 SaA ,08- 0527.12 and consists of this page 1 and evidence pages E -1 and E -2, as well • es ap o1%1 document:marottoned above. The submitted documentation was 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.miamidade.fsov/buildingeode NOA No. 09- 1008.05 Expiration Date: November 06, 2013 Approval Date: December 30, 2009 Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -56, titled "Series- 1000 /1050 Alum. Single Hung Wdw. (L.M.I)" Sheets 1 through 8 of 8, prepared by Al- Farooq Corporation, dated 07/31/03 with revision "G" , dated 07/15/09, 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 marked -up drawings and installation diagram of a series 1050 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5815, dated 02/13/09, signed and sealed by Michael R. Wenzel, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation 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) 3. Test reports on: 1) Large Missile Impact Test, per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of 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) 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 window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. • • • • • • • • • • • I j E T10$-9P448, dated 04/22/05, signed and sealed by Ivonne Ghia, P.E. • • • • • • • : (iub fitted under previous NOA #05- 0720.01) • • ••••••• • •• ••• •• • • • •• • •• • • • .• • • • • • • • • • • • • • • • • • • .. • • • • • • • • • .• • • • • • • • • • • • • •.. • • • • ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • •• • • E -1 w Manuel Perez, Product Control Exa er NOA No. 09- 1008.05 Expiration Date: November 06, 2013 Approval Date: December 30, 2009 ES Windows LLC B. TESTS (CONTINUED) 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 -3820 dated 06/09/03, signed and sealed by Joseph Chan, P.E (Submitted under previous NOA #03 0910.03) 6. 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 wader previous NOA #03 0910.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 07/27/09, 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. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated August 31, 2009 signed and sealed by Arshad Viqar, P.E. G. OTHERS • • • ' • :i . • tice:o1 Acceptance No. 08- 0527.12, issued to ES Windows LLC for their Series • • • • • • • • • • •.. ;1 Q0Q•4luttunum Single Hung Window — L.M.I., approved on 07/10/08 cpiring •• ••• • • • • • .• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • . • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • . • • • • •• ••• • • • •• • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED do 1'1 /067t3. E -2 Mange Perez, Product Control E NOA No. 09- ' ! :.05 Expiration Date: November 06, 2013 Approval Date: December 30, 2009 • • • • 5 I /a'O W* GLASS • • • • • • • • • • • • . •NiERLAYER •••••• "DUPONISENTRYGL6 PLUS' • • • • • • • • t) • • 1/8' ANN. GLASS 1•• •• •• t ± • • • • . [ D OW GC • 1.'• 41/ •••• • • •••• \ •••• „ • • • 47 1/8' D.L. OPG 49 15/16' VENT WIDTH 53 1/8' WINDOW WIDTH • • 1 = • • • • • cu • • • W • NJ • GLASS YPE 'A' a �1• 0 1/8 HEAT STREN'D. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' 1/8' HEAT STREN'D. GLASS r 1/8' HEAT STREN'D. GLASS SILICONE Iw S0.1CCU+E ' CORNING 795 - DOW CORNING 795 GLASS TYPE 'B' v - 5/32' HEAT STREN'D. GLASS .050' INTERLAYER t� ' DUPONT BUTACITE PV8' 1/8" HEAT STREN'D. GLASS W ▪ ▪ GLASS TYPE • t A rF ' 1 SILICONE rDOW CORNING 795 19 GLAZING OPTIONS 1/8' HEAT STREN'D. GLASS .090' INTERLAYER `- ' DUPONT BUTACIIE PYB' j GLASS TYPE 'C' GLASS TYPE 'E' 5/32" HEAT STREN'D. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' 1 /8' HEAT STREN'D. GLASS SILICONE DOW CORNING 795 10' MAX. 6" MAX. HEAD /SILL t HEAD /SILL I CORNERS • FALSE MUNTINS I ' (SURFACE APPLIED) `A .. . MAY RE USED i \\ _1. VENT 91014 53 1 /6' WINDOW WIDTH TYPICAL, ELEVATION SERIES IMO (51D. SILL) SERIES - 1000/1050 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES 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 OESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (4V112) W000 BUCKS BY OTHERS, MUST 8E ANCHORED PROPERLY TO TRANSFER LOADS TO 11-10 STRUCTURE. ANCHORS SHALL 8E AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONOITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE 5 USED IN DESIGN OF ANCHORS INTO W000 ONLY. MATERIALS INCLUDING BUT NOT LINKED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 10' MAX. HEAD /SILL I 1 TYPICAL. ELEVATION SERIES 1000 (HI -RISE SILL) 6' MAX. HEAD /SILL CORNERS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.I ( SHUTTERS ARE NOT RE0131RE0. r 13954.40 `n CIVIL FLn. PE 1 38883 C.N. 3938 EP 0 1 'lUH) 111t6Ui:4 • ".v i8'4.D am ee011.. e i *Hh Me R993&2 ONd08e8 1 :4 Awptea. Ha Gep31uU• 9 0-au I 0 N� ti Q � � ri ec g 0 M,L' O. cc Q O a ✓ tl • rra 0 a� 8 O if d ro 4o. am 1 S, 8, drawing no. W03-56 sheet 1 of 8 ' E EQUAL UTES WINDOWS • • • • • STAI(/DARD H HEAVY DUTY • • 0 0LASS•TYPB • • CLASS TYPES C CLASS TYPES •10TH I HEtHT E EXT.(.) I INT.( -) 8 807.( +) 1 1874-) • •19 I • • • 7 70.0 •88.0 • • • 80.0 9 90.0 8 80.0 9 90.0 �1 0 7 Is UNEQUAL UTES (ORIEL TYPES) WINDOWS DESIGN LOAD CAPACITY - PSF (Ill -RISE SILL) STANDARD HEAVY DUTY TOP RAIL TOP RAIL GLASS TYPE GLASS TYPES GLASS TYPES WINDOW DAIS. 'A' 'B', 'C'. D' 8 'E' '8', 'C', 0' & 'E' WIDTH HEIGHT EX7.( +) MT.( -) EXT.( +) - INT.( -) EXT.( +) INT.( -) 19 -1/8' 700 80.0 80.0 90.0 80.0 90.0 26-1/2' 70.0 90.0 80.0 90.0 80.0 90.0 37' 50 -5/8' 700 80.0 90.0 80.0 90.0 42' (5) 70.0 80.0 90.0 80.0 90.0 49' 70.0 - 80.0 80.0 80.0 90.0 53 -1/8" 70.0 80.0 90.0 80.0 90.0 19 -1/8' 70.0 80.0 80.0 90.0 80.0 90.0 26 -1/2' S8• 70.0 80.0 � 9 - 80.0 90.0 80.0 - 0.0 3Y (5) 70.0 . 86.0 00.0 90.0 80.0 90.0 42' 70,0 80.0 80.0 90.0 80.0 90.0 49' - - - - 80.0 90.0 19 -1 /8- 70.0 80.0 80.0 90.0 80.0 90.0 26 -1/2' 63" 70.0 80.0 80.0 90.0 80.0 90.0 3Y (9) 70.0 80.0 80.0 90.0 80.0 90.0 a2' - - - - 800 90.0 -. 19 -1/8' 69' 70.0 80.0 80.0 90.0 80.0 90.0 26 -1/2' (6) 70.0 80.0 80.0 90.0 80.0 90.0 37' - - - - 80.0 90.0 19 -1/8' 74 -1/4' 70.0 80.0 80.0 90.0 80.0 90.0 26 -1/2' (7) 70.0 80.0 80.0 900 80.0 90.0 �1 • ••• • ••• • • • ••• •• • • • • •••• • •••• • • • • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. LIMIT EXTERIOR(*) LOADS TO 70.0 PSF FOR STD. SILL. STD. TOP ' S -1000 3TD. TOP RAIL S -1050 w HEAVY DUTY TOP RAH. S -1000 HEAVY DUTY TOP Ala 5 -1050 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05- DEC -219 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. LIMIT EXTERIOR(*) LOADS TO 70.0 PSF FOR STO. SILL. E Jr: 4•51I40 MAR AWL t1A. PE 9 38863 CAN. 3538 (1 1 609 x ORI•DUCT REVt3E0 sAaap+ tc0 with e•4 MM. Wells* roar t/Ni$9'1NCtl N9 • • • • • • • • • • • • • • • • • • •••• 8S •••• p• • • 006L ANCHORS 41,4V SPALIN‘ • METAL STRUCTURE 1 1;iTualow . Typick AO-ORS SEE ELEVS, FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA L__1 SEE ELL FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1-111 SERIES-1000 1 VENT WITH SPRING LOADED LATCHES w000 BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS mUST SUSTNN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. ran SPACING 1 /4 OW,, ULTRACON RY TWO (Fu. ASE FyISS NS) 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 114 SINS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO miAmi—DADE COUNTY APPROVED MULLIONS (MIN. = .090 INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy .3171 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-55 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) INTO CONCRETE AND MASONRY = 1-1/2' MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE Fc = 3000 PSI MIN. C-90 HOLLOW/PILLED EILOCK em 2000 PSI MIN. SEALANT; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD SEAM SEALER SMSSO4. WEEPHOLES: W1 1 x 3/16 WEEPH0LES AT 4 FROM EACH END W2 = 1-5/16" NOTCH EACH END Epgr, As.smo VICAR CA/2 RA. PE ( Mal CAN. &ON SEP 0 1 2009 PIFINDUCI DEVINIED satoplyirtt .Ith t8t Flaiitto- lbidlusCox 1010M2a2402 RsplAukut TYPICAL ANCHORS_ SEE ELEV. FOR SPACING -.\\ 4 „ ° A • • ° ° 1 my WOOD BUCK OPTIONAL TO BOTTOM LATCH 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING SERIES-1050 VENT WITH SWEEP LATCHES Eno, ARSHAP WAR OWL FLA. PE 1 38683 CA. 15.38 SEP U / ZON ••••• •••••• • • •••• • • Ptittleiniszy .••• • • • 1 41 • • • • e . i815.? 6 11 _IP • , , f ; - 441 • • • drawing 4 o. W03456 e et 4 of a • • • • • • • • • • • • • • • • •• • ITEM i PART d REED. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 ES1001 -1 1 FRAME HEAD 6063 -46 - 2 E51002 -1 1 :FRAME SILL (STD.) 6063 -16 - 2A J ESI101 1 .FRAME SILL. (e9_RISE) 6067 -76 - E51003 2 FRAME JANE 6063 -78 - 4 ES1005 -1 1 FIXED MTG. RAIL (FOR SPRING LATCH) 8083 -T6 - M E51051 1 FIXED MTG. RAN. (FOR SWEEP LATCH) 6063 -76 - _- - 5 E51004 -1 1 STD. VENT TOP RAIL (FOR SPRING LATCH) 6063 -T6 - SA i I E52004 1 HEAVY WTT VENT TOP RAIL (FOR SPRING LATCH) 6083 -76 - 56 E51052 1 570. VENT TOP RAIL (FOR SWEEP LATCH) 6063 -78 - 5C E51053 i HEAW 0017 VENT TOP RAIL (FOR SWEEP LATCH) 6083 -T6 - 6 E51046-1 1 VENT BOTTOM RAIL 6063 -T6 - 7 E51007 -1 2 VENT 510E RAIL 6063 -T5 - 8 ES1008 -1 AS ROD. GLAZING BEAD 6063 -T8 - _9 — 9A ESI009 -1 2/VENT SPRING LOADED VENT LATCH 8063 -T5 AT 8' FROM ENDS - 2/VENT SWEEP LATCH ZAMAK AT 11 FROM ENDS 98 118 X 1' 2/ LATCH LATCH INSTN.LAMON SCREWS - F11 5M5 10 E51012 1 /LATCH LATCH SMMAG SI. STEEL - t i E51010 AS REID. GLAZING WEDGE SOFT PVC - 12 18 X 1" 20 FRAME @ VENT ASSEMBLY SCREWS CAB PH MS 13 ES1011 2/VENT SASH CAM CELCINN - 14 43620 -187 AS REOD. PILE W'SIRIPPING WITH PLASTIC FIN - AMESBURY OR EOUMV. 15 43628 -167 AS RECD. PILE W STR PP NG WITH PLASTIC FIN - AMESBURY OR EOUry. 16 17 - 2/ VENT BLOCK & TACKLE BM.AN01 SERIES 120 BY B51 - 2/ VENT SPIRAL BALANCE - - 18 E51013 -1 2 SASH STOP - - 19 E51503 - FLUSH FRAME ADAPTER 6063 -T5 OPR0IW, 20 - 1 5/16' 80X SCREEN - OPIIOCRAI TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SINAI 2BY 16000 8UC OR STRUCTURE D 14 WINDOW WIDTH VENT WIDTH EXTERIOR O.L. OPG. 6NOW WON WINDOW WIDTH 1/4" MAX SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING SERIES -1000 LSERIES-1050 0*9r. ARRLRb CIVIL FLA. PE t 36863 CAN. 3538 SEP 0 1 2009 •• • • • • • • • •• • • • • • • • • •• •• • • • •. ••• • • • • • • LY:8f7Ui i RE'. .) 0 �11 71114b Na leahlki co,* :x • • • • • • • •• • 8 •• • ••• Q81 'Id•"^ • •• • ,F •• • it_roo. ‘ • •e ii a • I•ar0�7in9_. • ,W03 -56 sheet $ of 8 1_ ••• • ••• • WAMI —DARE COUNTY APPROVED MULLION • MULLION ANCHORS SEE SEPARATE NOA INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Env. � mOAR FLA. PE Ur SEP 0 1 2009 • • • • • • • • •••• • • ••• • • • • • ••• • • • • • • • • ••• • ••• • • 101 o • • 4 • i-, S _ / " . •drowlfl9_ M'•_ ff W03-561 (aneet g ut 8, .• • ••• • ••• • .543 FRAME HEAD FRAME JAMB .328 .250 3 GLAZING WEDGE 1.149 8; VENT BOTTOM RAIL. 1.579 --I -- 2.331 --- (?) FRAME SILL (STO.) 2.188 2.502 : FLUSH FRAME ADAPTER .857 VENT LATCH .837 GLAZING BEAD .715 r- 1.434 VENT SIDE RAIL .082 .930 .913 (2 FRAME SILL (HI —RISE) 1.130 1.344 .813 J .930 1•• STD. VENT TOP RAIL SERIES -1000 .082 H.D. VENT TOP RAIL SERIES—I000 2.083 STD. VENT TOP RAIL 58 SERIES -1050 H.D. VENT TOP RAIL SERIES -1050 MEETING RAIL SERIES -1050 Eigr: WORM VOW ONE FLA. PE ! 38883 CAN. 3535 V ' SEP 0 1 2009 • • • • • •• • • Aoeerixae N [Ode •. • • ••• • • • • •• • • •••• ••• • • • •••• ••• v a ,•• • 9 • • ••• • t. cc ° •• • e= •• — `y• "•.•• •• •• • PRODUCT At flmids • S �I • • �+r, 5Cod8 I I# 1 . • • • • ND lY a • drowing • • • W03 -56 he el 7 of 8l VFNT CORNER I)FTAIL FRAME CORNERS DETAIL • •••• • • • , Of •• • • • ® • • • • T � c ° OdY�ti • MIAMI COUNTY • ... • • • • • • 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 AI- 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 distributor and sh Ill teavittlibte t ar,inspection at the job site at the request of the Building Official. This NOA9rgviseg itnjl'Cer*e1s tlaA 06- 1201.05 and consists of this page 1 and evidence pages E -1 and E -2, as weU, % apptolgaidblenditbeatfoned above. The submitted documentation was 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.Eov/buildinacode NOA No. 08-0417.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 Page I 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 I. 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: 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 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 Edmundo Largaespada, P.E. (Submitted under previous NOA#06- 9308.05) 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 • • • milled :ogeine prejared by Fenestration Testing Laboratory, Inc. Test Report No. • FCL•3319, 04 406409/03, signed & sealed by Joseph Chan, P.E. • • • (Snbnek'te6 im;14 pobious NOA #03- 0910.01) • . • • •• • • • • • • • • • • • • • • • • • • .• • • • • • • • • • .. . . • . • • • • • • • • • • ..• . . • • • • • • • • • • •.. • • • • • • • .. . • • • ... • • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • • • • • • • • .• • . E -1 Manuel Pe '.E. Product Control ner NOA No. i' 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. •• ••• • • • • • •• • . • • • • •. ••• •• • • • •• • ••• • • •• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• 00 •• • • • 00 • • E -2 Manuel Pe E. Product Control iner NOANo. I:- 1417.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 FROM ENDS ..-.i © I HEAD /SILL I ( MAYS .9 /c 99 MOW o = II 11 It II II I n 9 r u r d 11 u d n h u RF 11 ii 1 - 11 .1 WM .Zl 11 11 '0d0 TO JL 4 I 44 3/r Welt .9 O.L OPO. - - -- 448• ----- • • • .. • ... • • • • • ..• 1•• • .•• • 1.. 1•• • • • • •• ... ••• •••• .. •••• =WOW WIo m. WINOOW WN1H • • • • • • • • • • • • • • • WINDOW — •• • • WINDOW WIDIN ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMIIAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. SERFS - 1500 ALUMINUM FIXED WINDOW APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED/FIXED OR FIXED WTRM OTHER MAMI — DADE COUNTY APPR'D WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DEMON 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 REQUIREIAENTS HIGH VELOCITY �HURIUGNE ZONE (HVHZ). CODE 2004/2007 EDIIION =wren 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 ONE INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. • • TYPICAL ELEVATION MUNTINS CE APPLIED) USED THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUT11R5 ARE NOT REQUIRED. drawing W03 -57 (sheet T of 7 DESIGN LOAD CAPACITY - P9F WINIIOW D1M3. ' ANCHOR TYPES 'A' & 'C A ANCHOR TYPES 'B' A 'C' GLASS TYPE G GL58 77PES G GUM TYPES 0 07483 TYPE C CUSS TYPES C CUSS TYPES •T• M MEIONT E EM.(+) I INL( -) E ExL( +) 1 1N7( -) E E7R.( +) I INL( -) E ExL( +) I INT.( -) E EM.( +) I INL( -) E EXL(+) I INT.( -) 19 -1/8' 7 26' 6 70.0 7 70.0 7 70.0 9 90.0 7 70.0 8 80.0 7 70.0 7 700 7 70.0 9 90.0 7 70.0 8 80.0 70.0 7 70.0 7 700 9 90.0 7 70.0 8 80.0 7 70.0 7 70.0 7 70.0 9 90.0 7 70.0 8 80.0 68.5 6 68.5 8 86.5 6 66.5 6 66.5 6 66.5 7 70.0 7 70.0 7 70.0 9 90.0 7 70.0 5 50.0 66.5 6 68.5 8 884 6 68.5 8 88.5 6 66.5 7 70.0 7 70.0 7 70.0 9 90.0 7 70.0 5 50.0 88.5 6 68.5 8 85.5 6 66.5 8 88.5 8 884 7 70.0 7 70.0 7 70.0 9 90.0 7 70.0 8 80.0 19 -1/8' 7 35 -3/8' 4 700 7 70.0 7 70.0 9 90.0 7 70.0 8 80.0 7 70.0 7 70.0 7 70.0 5 50.0 7 70.0 8 80.0 85.2 6 65.2 8 85.2 6 65.2 8 85.2 6 65.2 7 70.0 7 70.0 7 70.0 9 90.0 7 70.0 8 80.0 48.7 4 48.7 4 45.7 4 45.7 4 48.7 4 48.7 8 88.1 6 68.1 7 70.0 9 90.0 7 70.0 6 60.0 45.0 4 45.0 4 45.0 4 45.0 4 48.0 4 45.0 8 88.7 6 65.7 7 70.0 9 90.0 7 70.0 5 50.0 48.0 4 460 4 4S0 4 45.0 4 45.0 4 460 6 65.7 6 65.7 7 70.0 9 90.0 7 70.0 8 80.0 r N 50 -5/8' 4 704 7 70.0 7 70.0 9 90.0 7 70.0 8 80.0 7 70.0 7 70.0 7 70.0 8 800 7 70.0 8 80.0 65.2 6 65.2 6 65.2 8 85.2 8 85.2 8 85.2 7 70.0 7 700 7 70.0 0 00.0 7 70.0 6 60.0 48.7 4 467 4 48.7 4 467 4 46.7 4 467 6 68.1 6 68.1 7 70.0 9 90.0 7 70.0 8 80.0 - - - 3 36.0 3 360 3 360 3 38.0 - - - - 7 70.0 9 90.0 7 70.0 8 800 - - - 3 34.1 3 34.1 3 34.1 3 34.1 - - - - 8 88.4 8 85.3 8 88.4 7 75.9 19 -1/5" . . 8 i 700 7 70.0 7 70.0 9 90.0 7 70.0 8 80.0 7 70.0 7 70.0 7 70.0 8 80.0 7 700 8 80.0 85.2 6 65.2 6 65.2 8 85.2 8 85.2 8 85.2 7 70.0 7 70.0 7 700 9 90.0 7 70.0 8 80.0 48.7 4 48.7 4 48.7 4 48.7 4 46.7 4 46.7 8 861 6 68.1 7 70.0 9 90.0 7 70.0 8 80.0 - - - 3 38.0 3 380 3 36.0 3 38,0 - - - - 7 70.0 9 90.0 7 70.0 8 80.0 - - - - - - - 3 32.6 3 32.5 - - - - - - - - 6 63.2 7 72.3 19 -1/8' 7 7:-.1 70.0 7 700 7 70.0 9 90.0 7 70.0 8 800 7 70.0 7 70.0 7 70.0 9 90.0 7 70.0 8 80.0 85.2 8 85.2 6 65.2 8 85.2 8 85.2 6 65.2 7 70.0 7 70.0 7 70.0 9 90.0 7 70.0 8 80.0 - - - 4 46.7 4 46.7 4 48.7 4 46.7 - - - - 7 70.0 0 00.0 7 70.0 8 80.0 - - - - - - - 3 38.0 3 36.0 - - - - - - - - 7 70.0 8 80.0 - - - - - - - 3 32.5 3 323 - - • • - - - - - 8 83.2 7 72.3 19 -1/8' 7 7 7 70.0 7 70.0 I 7 70.0 9 90.0 7 70.0 8 80.0 7 70.0 7 70.0 7 70.0 9 90.0 7 70.0 8 80.0 85.2 8 85.2 8 85.2 8 85.2 8 85.2 6 65.2 7 70.0 7 70.0 7 70.0 9 90.0 7 70.0 8 80.0 - - - 4 48.7 4 46.7 4 48.7 4 483 - - - - 7 70.0 9 90.0 7 70.0 8 80.0 - - - - - - - 3 36.0 3 36.0 - - - - - - - - 7 70.0 8 80.0 - I/O' N. GLASS .090' INTERIAYER 'DUPONT BUTACITE 689' -1 /8' ANN. GLASS •• �RIA __ TYPE '••• • •••• • • • • • 3/18' AMA GLASS • • • • • • • .090' IN5911AYER • • ' DUPONT SENTRYGIAS PLUS' •• GLASS TYPE 'B' 3/16' HEAT STRESS. GLASS - .090' INTERLAYER ' DUPONT SENTRY0US PUSS' 1 -3/18' HEAT SIRENS. OIASS SILICONE DOW CORNING 795 ADHESIVE FOAM TAPE GLASS TYPE SILICONE !OW MIRING 795 • • • • ADHEME FM TAPE • • •• • •• ••• •• • • 3/16' ANN. MASS 3/16' MIN. MASS SILICONE OEM CORNING 795 ADHESIVE FOAM TAPE F g 3/18' ANN. GLASS .090' INTER7AYER 'DUPONT BUTACUE 648' GLASS TYPE 'Hl' GLASS TYPE 'Cl' MOSE DOW CORNING 795 ADHESIVE FOAM TAPE -3/16' 10*7 STRENO. GLASS __.090' OITERMAYER ' DUPONT BUTAC TE PVB' 3/16' HEAT STREN'D. MASS SILICONE DOW CO790N0 795 ADHESIVE P TAPE J ��W:lltf I71. F TAPE GLASS TYPE '52' NOTE GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS). 5/32' HEAT STREN'O. GLASS .090' INTERIAYER ' DUPONT BUTACIIE P46' 1/4' HEAT SIRENS. GLASS SILICONE DOW CORNING 796 • Eegr: r � TA7200p 11A64:{16591 CAN. 3938 rk s1 1 lfifk NOff: WID1H ANTI LENGTH DIMENSIONS CAN 8E ORIENTED VEROCALLY OR HORIZONTALLY AS SHOWN ABOVE PRODUCT RE LOUD as eempl5ka6 with the P16rad• Wain Cado A44466tne4 Q( Wee (s'heet 2of 7 DESIGN LOAD CAPACITY - PSF 0891071 LOAD CAPACOI Y - PRF • V `- ANCHOR TYPES 'A & 'C' ANCHOR TYPES ANCHOR TYPES 'A' & 'C' ANCHOR TTP03 'B' CUSS TYPE 'A' MASS TPP88 '8' & 131"C', GLASS TYPES '01' & 'C9' GLASS TYPE 'A' CUSS TYPES 'R' A CUSS TYPES 01A89 TYPE 'A' GLASS TYPES 'B' & '81' GLASS TYPES 'C'. 'CI & 'CI' 01AS9 TYPE 'A' 01689 TYPES 'B' *131"c'. . 8189L9L WOO 71Vd OOT• ►BZ woo mu. • •LTEC Mani 1511VM 3AV LS'AVS 1313Li J.101/61013A30 =MO d e t NOLLVSlOd>l100 bOO21V3-1V EOM \INV —dlbD • • •• • CR.( +) TNT.( -) EXL( +) TNT.( -) T.( +) 1NL( -) CR.( +) on EET.( +) TNT.( -) 9M,( +) 114T.( -) OR.( +) TNT.( -) OR.( +) TNT.(-)_CT.( +) TNT.( -) EXT.( +) TNT.( -) EXT.( +) TNT{ 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 90.0 70.0 80.0 70.0 70.0 70.0 90.1 70.0 80.0 70.0: O 72.0 70,0 72.0 70.0 70.0 70.0 90.0 70.0 80,0 - - 70.0 72.0 70.0 72.0 - - 70.0 90.1 70.0 80.0 57.6 •57.8 41 57.6 57.6 57.6 57.6 70.0 70.0 70.0 90.0 70.0 80.0 - - - - 57.6 37.8 - - - - 70.0 193.0 46.0 • 480 •40,0 46.0 46.0 48.0 70.0 704 70.0 90.0 70.0 80.0 - - - - 48.0 48.0 - - - - 48.0 • •8.0 448,0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80,0 58.2 58.2 70.0 90.0 70.0 80.0 58.2 582 70.0 90.0 70A 80.0 48.0 • I'M 8 • 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 - - 70.0 72.0 70.0 72.0 - - 70.0 90.1 70.0 80.0 48.0 •*0 6 48.0 49.0 48.0 704 70.0 70.0 90.0 704 80.0 - - - - 57.6 57.8 - - - - 70.0 80.0 48.0 48.aa 48.0 48,0 48.0 48.0 67.3 87.3 70.0 90.0 70.0 80.0 - - - - 48.0 48.0 - - - - 70.0 80.0 18' ' 24' • 30S • 36• •,, It • • • • C N/t n 4♦ m 3 aa C • 1 1 1 • • • • • 48 " 70,0 • .ff 8 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 lY 70.0 •'1141 1 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 57.8 �V.Q ...767.11 57.8 57.8 57.6 70.0 70.0 70.0 90.0 70.0 85.0 L 48.0 48.0 48.0 4&0 48.0 48,0 70.0 704 70.0 90.0 70.0 80.0 J 1 a • 41.1 •i • • 41.1 41.1 41.1 41.1 60.0 80.0 70.0 90.0 70.0 80.0 - • •�•' • 4 68.0 36.0 36.0 38.0 - - 70.0 90.0 70.0 80.0 %NP l [(TIC -) ma 03193 1'O (TW OOSI- S3213S11 E S. WINDOWS 1 5220 AI.W. 72 AVE. BAY #4 MIAMI, FL 33186 TEL (305) 840 - 8857 M. (308) 593 - 1074 1 - 38.0 384 39.0 30.0 - - 70.0 90.0 70.0 60.0 - • e � •Y8.0 36.0 38.0 38.0 - - 70.0 80.0 70.0 80.0 18' • 244 • s^ • • • • • • • • 6 i s 70.0 0 70.0 •70,0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 &ME; 1110TH 1 AND �Y40D1 70.0 70.0 70.0 73.0 70.0 720 70.0 70.0 70.0 90.0 70.0 80.0 57.6 57.6 57.8 37.8 57.8 57.8 70.0 70.0 70.0 90.0 70.0 80.0 48.0 48.0 48.0 48.0 46.0 48.0 67.3 67.3 70.0 90.0 70.0 80.0 v ZONT VERTICALLY OR HORIZONTALLY - - 41.1 41.1 41.1 41.1 - - 70.0 90.0 70.0 80.0 - - 38.0 36.0 36.0 38.0 - - 70.0 90.0 70.0 80.0 - - - - 32.0 32.0 - - - - 62.2 71.1 - - - - 28.8 28.8 - - - - 56.0 84.0 i t 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 80.0 70.0 80.0 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 SOD 704 80.0 57.8 57.8 57.8 57.8 57.8 57.8 64.2 641 70.0 90.0 70.0 800 - - 484 48.0 48.0 48.0 - - 70.0 80.0 70.0 80.0 - - - - 41.1 41.1 - - - - 70.0 80.0 - - - - 36.0 38.0 - - - - 70.0 80.0 81/18888 OMB Kid AU 8811 Q !( 11 X i - - - - 32.0 32.0 - - - - 62.2 71.1 - - - - 28.8 28.6 - - - - 58.0 64.0 18' 24' 30 1 2'1 or . - 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 920 70.0 80.0 70.0 70.0 70.0 72.0 70.0 72.0 70.0 704 70.0 90.0 704 80.0 - - 57.8 57.6 37.8 57.6 - - 70.0 90.0 70.0 804 - - - - 48.0 48.0 - - - - 70.0 80.0 - - - - 41.1 41.1 - - - - 70.0 80.0 - - - - 36.0 38.0 - - - - 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 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 a $ Yi -go" sOccree - - 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 .K - .moo y, k I s 1 - - - - 36.0 36.0 - - - - 70.0 80.0 •-- 96' 70.0 70.0 70.0 90.0 70,0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 a r STRUCTURED Y �� 3436 - 0 9 2008 PRODUCT REVISED StesCod Pal No •': • .�. p(, ., . 1 . r.)W. P .. . : - 70.0 72.0 70.0 72.0 - - 70.0 90.0 70.0 80.0 80.0 - - 57.8 57.8 87.8 57.6 - - 70.0 90.0 70.0 _ _ - - 484 48.0 - - - - 70.0 804 - - - - 41.1 41.1 - - - - 70.0 80.0 drawing no. W03 -57 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTLA E1300 -02/04 (.3 SEC. GUSTS). • 3 o 7, • • • • • • • • • • • • • • • • • • • • • • • ••••( • • • • ••••1 • TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • ••• • • • • • • •• •• •••• • • • •• • •••• • • •••• g 0 • •'• •. • • •. MICAL. ANCHORS SEE ELEV: FOR SPACING • • •• •• • • • I0Y 8000 SUCK • MIAMI -IY COUNTY APPROVED MULLION • MUWON ANCHORS SEE SEPARATE NOA 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' 3/18' TAPCONB INTO 291' WOOD BUCKS OR WOOD STRUCTURE 1 -3/8' MIN. PENETRATION INTO WOOD THRU 18Y 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 3/16' 1EIR OR RFL F OMI I IND SCREWS rnRAnW 5 CRSj INTO METAL STRUCTURES STS.: 12 GA. MIN. (Fy - 36 KSI MIN.) ALUMINUM 1/8 THK. MIN. (6083 -75 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) vas 'B' 1 /4' 1APQQN5 INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8' MIN. PENETRATION INTO WOOD THRU 19Y BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. ABED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY AIL,MILAILMELLIMLLICLICBMS INTO METAL STRUCTURES STEEL.: 12 GA. MIN. (Fy a 38 KSI MIN.) ALUMINUM : 1/8 THK. MIN. (8083 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE 'C' J10 SINS OR SELF BILLING SCREWS INTO DADE COUNTY APPROVED MUWONS (NO SHIM SPACE) INTO CONCRETE AND MASONRY - 1 -3/8' MIN. INTO W000 STRUCTURE a 1 MIN. INTO METAL STRUCTURE - 1/2 MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUM COLOR SIUCONE. . SF8Ic1URE$ n� PI y M.35 APP ,7 9 2008 S i "1 0 1 drawing no. W03 -57 reheat 40 7 MN PART F QUASI= DISC1OPfION 115TBRIAL WANP. /SUPPL!R/REMARKEI 1 E53001 4 wean FRAME 8083 -78 - 2 fS2000 -8 OPTIONAL OUffiNG SNP 6053 -75 - 3 ES5002 4 FRAME COVER (OPTIONAL) 8063 -75 - 4 /8 x 1 AS RECO. *5554451.7 SCREWS CRS PH 311S 5 - 2/ LITE SE17110 BOCK NE0PA5NE 7/16 x 3/16 x 3-1/2• LONG 6 532000 -10 O51301ML CRAIDiO QASKEr SOFT PVC - 7 551505 - ROSS FRAME ADAPTER 6053 -75 OPRON5L • • •••• • • •••• • • • • • • • • •••• • • •••• • •• • • • • •• • • • • 1/4' SHIM • • MAX. • •••• • •• • •• • • • •••• • • •• • • • • • • • • • • • • •• •• • • WINDOW wroR1 1/4' SHIM Ire SEE ELEV. FOR PI(0EIIILT REVISED `U O . � N e8557 R+•�s 9dMsFfFfiht Q p it S 2 I 0 e s �I �f * a drawing no. W03 -57 Cahoot of 7 • .... • • • • • • • • • • • • • • • • 1.000 .621 1730 -1 .700 •821 • • I „I•NO • • L • • . ■• • • 1.134 • • • eft •• • • • • • • • • • • • • •• •.i�. r •.•• .• .803 . ••: : .147 •• • • •• • GLAZING* COP • (OPTIONAL, • FRAME COVER (OPTIONAL) BULB VINYL (OPTIONAL) FLUSH FRAME ADAPTER 0.142 .128 ALUM CORNER LOCK (8083 -7S) • • • • • • • • • • • ALT. Ea: 0R. 13114310UN FAR000 STRUCTURES F PE it 14557 APk 0 9 20O8 .A.161D114T REVISED ueompbdnp ad! Ins Ptoeldn rafilbsCode Agape= (sheet of • • • • • • • • • • • • • • • •••• • •• • • • • • • • • • • • • • • • • •• •• •• • • • • • • •• •••• •.•• • • • • •••• •••• • • •••• • • • • •• • • • •••• • • RECT. OR SQUARE WINDOWS RECT. OR SQUARE WINDOWS .13TICAL.C.ORMEILDETAILa CIRCULAR WINDOWS sta S 1 t g n § Z# al 1 k (sheet 7of 7 ) BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows, LLC 10653 NE Quaybridge Ct. Miami, FL 33169 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 "ES 9000" 9'0" A/E Outswing Glazed French Door — L.M.I. APPROVAL DOCUMENT: Drawing No. W08 -66, titled "Series — 9000 Alum. Outswing French Door (L.M.I.) ", sheets 1 through 10 of 10, dated 07/14/08 with revision A dated 10/02/08, prepared by A1- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and Approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATIONS: The Single Door with Transom is limited to Maximum Design Pressure DP = ± 90 PSF. 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 consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gasgon, 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- 0813.04 Expiration Date: October 30, 2013 Approval Date: October 30, 2008 Page 1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08 -66, titled "Series — 9000 Alum. Outswing French Door (L.M.I.) ", sheets 1 through 10 of 10, dated 07/14/08 with revision A dated 10/02/08, 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 an Alum. Outswing Entrance Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5554, dated 05/10/08, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of an Alum. Outswing Entrance Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5556, dated 04/27/08, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 06/09/2008, with the latest revision dated 09/15/2008 signed and sealed by Dr. 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 Sentry Glass ® 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 Jan 05, 2006 - . • iring on December 11, 2010. E -1 Jaime D. Gasgon, P. . Chief, Product Control Division NOA No. 08- 0813.04 Expiration Date: October 30, 2013 Approval Date: October 30, 2008 ES Windows. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, data]. June 09, 2008, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated June 09, 2008, signed and sealed by Dr. Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report No. FTL -5554 and FTL -5556, issued by Fenestration Testing Laboratory, Inc., dated April 27, 2008 and May 10, 2008, signed and sealed by Carlos S. Rionda, P.E. G. OTHERS 1. None H. LIMITATIONS: 1. The Single Door with Transom is limited to Maximum Design Pressure DP = + 90 PSF. E -2 Jaime D. Gasgon, P.E. Chief, Product Control Division NOA No. 08- 0813.04 Expiration Date: October 30, 2013 Approval Date: October 30, 2008 TABLE b SINGLE DOORS ANCHORS LOAD CAPACITY - PSF WITHOUT TRANSOM (X) OR WITH TRANSOM (0/X) DOOR DIMS. 1/4" 311131 SPACE L /2" SHIM SPACE ANCHOR TYPE 'A' ANCHOR TYPE 'AA' ANCHOR TYPE 'B' ANCHOR TYPE 'BB' ANCHOR TYPE 'C' ANCHOR TYPE 'D' ANCHOR TYPE 'A' ANCHOR TYPE 'AA' ANCHOR TYPE '9' ANCHOR TYPE 'BB' ANCHOR TYPE 'C' FRAME WROTH FRAME HEIGHT EXT. ( +) INT. ( -) EXT. (+) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. (4) NT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EX1. ( +) INT. ( -) 40' 110 -1/2' 104.0 120.0 120.0 120.0 120.0 120.0 88.0 88.0 120.0 120.0 120.0 47" 110- 1 /2' 89.0 89.0 108.0 108.0 120.0 120.0 75.0 75.0 108.0 108.0 120.0 D.L OPG. ( f GLASS LOCKS HINGES g TYPE '8' I \ ii ii \ / n It \ 11 11 / II q \U �1 u OPTION #3 OPTION @1 w FRAME WIDTH 32 15/113 1 D.L. OPG. 41 13/19" TABLE bill DOORS LOAD CAPACITY - PSF SINGLE DOORS WITHOUT TRANSOM; (X) OR WITH TRANSOM (0/X) DOOR D015 GLASS LOCKS HINGES TYPE 'A' TYPE '8' OPTION #I OPTION #2 OPTION #3 OPTION @1 OPTION #2 FRAME WIDTH FRAME HEIGHT EXT. (4) INT. ( -) EXT. ( +) INT. ( -) EXT. (+) TNT. ( -) EXT. ( +) NT. ( -) EXT. ( +) INT. ( -) EXT. ( +) NT. ( -) EXT. ( +) INT. ( -) 47' 88 -1/2' 80.0 _ 120.0 80.0 90.0 120.0 80.0 120.0 47' 110- 1 /2" 80.0 120.0 90.0 90.0 120.0 80.0 120.0 ESE DOORS ARE RATED FOR LARGE MISSILE IMPACT. UIIEHJ ARE NOT REQUIRED. ERIES 9000 ALUMINUM OUTSWING ENTRANCE DOOR SEE CHARTS ON THIS SHEET FOR DESIGN LOAD CAPACITY OF SINGLE DOORS WITH OR WITHOUT TRANSOMS. SEE CHARTS ON SHEET 2 FOR DESIGN LOAD CAPACITY OF DOUBLE DOORS WITH OR WITHOUT TRANSOMS. ▪ RS CAN ALSO BE USED WI114 SERIES 8000 OR SERIES 9500 STOREFRONT SYSTEM. FOR DOORS WITH STOREFRONT SYSTEM SEE SEPARATE NOA FOR DOOR MULLION CAPACITY. THE LOWEST VALUE RESULTING FROM DOOR CAPACITY CHARTS OR STOREFRONT NOA WILL APPLY' TO ENTIRE SYSTEM. DOORS NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS • MENISS OF DIE FLORIDA BUILDING AND TESTED TO CODE 2004/2007 EDITION � WITH DWC HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY 9000 BUGG BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE AND REVIEWED BY AUTHORITY HAVING JURISDICTION. 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 N ALLOWABLE STRESS IS USED N DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT COMBED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR ARTERIALS SHALL MEET THE REQUIREMENTS OF 2004 /2007 FLORIDA BLDG. CODE SECTION 2003.8.4. SEE SHEET 2 FOR GLASS TYPES DESCRIPTION SEE SHEET 9 FOR LOCKS AND HINGES DESCRIPTION SEE SHEET 3 FOR ANCHOR DESCRIPTION " I ' 47' FRAME WIDTH 4 1/2' MAX. CORNERS ?A 0 d SURFACE APPLIED FALSE MUNONS MAY BE USED 7 0.4 OPG. 41 13/18' 3218/18' LEAF MOTH TY PICAL ELEVATION (X) _" g m g 118011200088 WIDI OR WRH00T TRANSOMS USE 11148815 AS FOLLOWS 80111811 CARRESPON LN0 DOOR 522 1- FOR GLASS TYPE, LOCH AND HINGE OPTIONS OBTAIN LOAD CAPACITIES FROM TABLE 1. 2- FOR ANCHORS TYPE/SHIMSPACE 09TNN LOAD CAPACITIES FROM TABLE 2. 3- TRANSOMS FOR SINGLE DOORS ARE LIMITED TO 480.0 PSF THE LOWEST VALUES FROM STEPS 1, 2 AND 3 WILL GOVERN. 4 1/2" MAX. HEAD /SILL CORNERS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS- DEC -219 Env: DR. HUMAYOUN FAR000 STRUCTURES RA. PE It 10557 CAN. 3330 008 47' FRAME WIDTH 40' LEAF WIDTH TYPICAL ELEVATION (O /X) es 1 Code wdmBle liefil TALL- By z (sheet 1 01 T0) TABLE #5I HEAD ANCHORS LOAD CAPACITY - PSF DOUBLE DOOR WITHOUT TRANSOM (XX) OR W1TH TRANSOM (0/XX) 000R DIMS. 1/4' SHIM SPACE 1 /2' SHIM SPACE ANCHOR TYPE 'A' ANCHOR TYPE 'AA ANCHOR TYPE 'H' ANCHOR TYPE 'BB' ANCHOR TYPE 'C' ANCHOR TYPE •D' ANCHOR TYPE 'A' ANCHOR TYPE 'AA' ANCHOR TYPE 1T' ANCHOR TYPE 'BB' ANCHOR TYPE 'C' CLUSTER OP 4 CLUSTER OF 8 CLUSTER OF 4 CLUSTER OF 4 CLUSTER OF 4 CLUSTER OP 4 CLUSTER OF 4 CLUSTER OP 4 CLUSTER OF 8 CLUSTER OF 4 CLUSTER OF 8 CLUSTER OF 4 CLUSTER OF 8 CLUSTER OF 4 CLUSTER OF 4 FRAME I FRAME WIDTH HOGHT EXT. ( +) OTT. (-) err. ( +) INT. ( EX1'. ( +) INT. (-) EXr. ( +) TNT. (-) EXT. ( +) INT. (-) EXT. ( +) INT. ( EXr. ( +) WT. (-) ocr. ( +) INT. ( -) EXT. ( +) INT. (-) ea. ( +) INT. (-) EXT. ( +) INT. (-) EXT. ( +) 0H. ( -) EXT. ( +) INT. ( EXT. ( +) OJT. ( EXr. ( +) INT. ( 75' I98 - 1/2' 89' 90.0 78.0 - 90.0 90.0 90.0 90.0 90.0 78.0 90.0 78.0 90.0 90.0 - 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 84.0 90.0 84.0 90.0 90.0 - 90.0 90.0 I 110 80.0 90.0 90.0 BOA 90.0 90.0 90.0 87.0 80.0 67.0 90.0 90.0 - 90.0 90.0 - � - 1/2' 88.0 90.0 90.0 90.0 90.0 90.0 90.0 57.0 88.0 57.0 88.0 82.0 90.0 90.0 90.0 TABLE #4I JAMB ANCHORS LOAD CAPACITY - PSF DOUBLE DOOR WITHOUT TRANSOM (XX) OR WITH TRANSOM (0/28) DOOR 0105. 1/4' SHIM SPACE 1 /2' SHIM SPACE ANCHOR TYPE 'A' ANCHOR TYPE 'AA' ANCHOR TYPE 'B' ANCHOR TYPE 'BB' ANCHOR TYPE 'C' ANCHOR TYPE 'D' ANCHOR TYPE 'A' ANCHOR TYPE 'AA' ANCHOR TYPE 'H' ANCHOR TYPE 'BB' ANCHOR TYPE 'C' FRAME WIDTH FRAME HEIGHT EXT. ( +) INT. ( -) EXT. ( +) OTT. ( -) 09. ( +) INT. ( -) EXT. ( +) INr. ( - ) ocr. ( +) INT. ( -) ocr. ( +) INT. ( -) ocr. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) 001. ( +) INT. ( -) EXT. ( +) 9H. ( -) 75' 110 -1/2' 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 89' 110- 1 /2' 90.0 90.0 90.0 90.0 90.0 90.0 79.0 79.0 90.0 90.0 90.0 DOORS LOAD CAPACITY - PSF TABLE #3 I DOUBLE DOOR WITHOUT TRANSOM (X8) OR WYTH TRANSOM (0/XX) 0009 DIMS. GLASS LOCKS HINGES TYPE 'A' TYPE 'H' OPTION /1 OPTION #2 OPTION #3 OPTION #1 OPTION /2 FRAME WIOTH FRAME HEIGHT EXT. ( +) OJT. ( -) EXT. ( +) INT. ( -) ocr. ( +) INT. ( -) EXT. ( +) NT. ( -) EXT. ( +) ENT. ( -) EXT. ( +) OJT. ( -) EXT. ( +) ON. ( -) 89' 98 - 1/2' 80.0 90.0 80.0 90.0 90.0 80.0 90.0 89' 110 -1/2' 80.0 80.0 80.0 80.0 80.0 80.0 90.0 1/4' HEAT STREAM GLASS - 1/4• HEAT STREW!) GLASS 1-BUTACITE 080' INTERIAYER PVB I BY DUPONT' rt /4' HEAT STREN'D GLASS \ 1/4' HEAT STREN'D GLASS GLASS TYPE 'A' 9/18' OVERALL SILICONE ,-OOW CORNING 982 DOW CORNING 795 GLAZING OPTIONS SEE SHEET 8 FOR LOCKS AND HINGES DESCRIPTION SEE SHEET 3 FOR ANCHOR DESCRIPTION SEE SHEET 3 FOR ANCHOR DESCRIPTION .090' INTEIBAYER SENTIODIAS PLUS BY 'DUPONT' GLASS TYPE '2' 9/18' OVERALL SIJCONE DOW CORNING 992 DOW CORNING 795 00101.200022911006 WRROUr TRANSOMS 09204621282 FOLLOWS FOR 609 C0RRFSPONI1010 000R Syr 1- FOR GLASS TYPE. LOCH AND HINGE OPTIONS OBTAN LOAD CAPACTIES FROM TABLE 3. 2- FOR JAMB ANCHORS, TME/SHIMSPACE OBTAIN LOAD CAPACITIES FROM TABLE 4. 3- FOR HEAD ANCHORS, TYPE/SHIMSPACE OBTAIN LOAD CAPACRIES FROM TABLE 5. THE LOWEST VALUES FROM STEPS 1, 2 AND 3 WILL GOVERN. 4 1/2' MAX HEAD /SILL CORNERS 89' FRAME WMTH CLUSTER ANCHORS AAT�SILL TYPICA ELEVATION ALL CASES (XX) SEE SHEET 3 FOR ELEVATION 03/X0 CLUSTER OF 4 OR 8 ANCHORS AT HEAD AT 3' O.0 SEE CHART FOR CAPACITY 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 (1 7 I I X 8 1 J drawing no. W08 -66 (sheet 2 of 10) — .._ n =Ix .2 2 i 1 ii ;! 7 ;' II Nil \ ,11 11 / • A > #r- 1r -. - -- 11 -11 \ II it 11 / 11 1 � \ I ii II / \I 11 u / _ ii 1� �II 3 .c. 0 el i / 1 \ / I \ / / i \ \ / .4 i i / \ / u \ II ,i OJACITYE tt 1 .32 15/18' 32 15/18' ILL OPO. D.L OPG. 41 13/18' 41 13/18' TYPICAL S; SEE ELEV. FOR SPACING L 1/4" ULTRACON BY 'FI CO' (81-177 KSI. Fy-155 R9) A: INTO 7J3Y WOOD BUCKS OR WOOD STRUCTURES PENETRATION INTO WOOD THRU 18Y WOOD S INTO CONCRETE ED INTO CONCRETE DIRECTLY INTO C90 ED BLOCK 1:0 INTO MASONRY AA CONCRETE ED INTO CONC. DM CONCRETE AND ES MASONRY = 2 -1/2' MIN. INTO WOOD smucluRE = 1' MIN. r 1/ 4' 014 19111 KWIK CON ID BY 'Hon' (Fu =183 R9. Fy-157 KSO 6: INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WITH 1 -3/8' MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE WITH I -1/4• MIN. EMBED INTO CONCRETE DIRECTLY INTO C90 FILLED BLOCK WITH 1 -1/2' MIN. EMBED INTO MASONRY BB: DIRECTLY INTO CONCRETE WITH 1 -3/8' MIN. EMBED INFO CONC. ANCHOR FDOF DISTANCES INTO CONCRETE AND MASONRY = 2 -1/2' MIN. N10 WOOD STRUCIURE = 1' MIN. 5/1 P' JNA UI TRACON BY 'Fl CO' (Eu -177 KSI, Fy-185 KSI) C: DIRECTLY INTO CONCRETE WRH 1 -3/8' MIN. EMBED INTO CONC. ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 2 -1/2' MIN. INTO WOOD STRUCTURE = 1' MIN. CONCRETE re - 3000 P51 MIN. MASONRY rm = 1500 PSI MN. r WOOD BUCKS AND METAL STRUCTURES NOT BY E.S. WOW. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 7YPE 'D' 114 SMS OR SELF DRILIJNG SCREWS (Fu KS4 6 K51) 0: INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063 -75 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED ANCHOR TDGE 01SFANCES INTO METAL STRUCTURE = 1/2' MIN. J OR PAINTED) SURFACE APPLIED FALSE MUNDNS MAY BE USED LEAF WIOTFI Rs�Ar OF TYPICAL ELEVATION ALL CASES . (O /XX) ANCHORS 89' SEE CW1RIS ON SHEET 2 FOR DOOR AND TRANSOM LOAD CAPACITY Env: D8. HUMAYOUN MOM STRUCTURES FLA. PE ! 18557 CA.N. 35M T 0 6 200E Appmedrescamplyingwatim Flodda D.:e 010. Ay • 5 Ta ql 1 (sheet 3 of 10) drawing no. W08 -661 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING CT 0 6 2006 NLUB—DADE COUNTY APPROVED MUL.LION & MULLION ANCHORS SEE SEPARATE NOA sheet 4 of 10 •• • ° TiPECAL ANCHORS SEE ELEVATIONS FOR SPACING IBY W000 BUCK SEE NOTE SHEET 1 STRENGTH GROUT 5000 P57 MIN. NOT BY E.S. WINDOWS MUST TRANSFER SHEAR LOADS TO STRUCTURE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING PIVOT HINGES OPTIONAL TO BUTT HINGES PIVOT HINGES BUTT HINGES OPTIONAL TONEKI CONCRETE .- 3000 PSI MITI.: • ;• TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING DOOR CLOSERS OFMONAL HIGH STRENGTH GROUT rc 5000 PSI MIN. NOT BY ES. WINDOWS MUST TRANSFER SHEAR LOADS TO STRUCTURE '1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING METAL STFILIORTRE 0 TYPICAL ANCHORS —SEE ELEVATIONS FOR SPACING • DOOR HEAD SERIES-8000 FRAME OPTION TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING W/ RIPPED LEG DOORS SHOWN WITH SERIES-9500 FRAMES CAN ALSO BE USED WITH SERIES-8000 FRAMES. Approval as complying with tbe Arida Codo Vara 1/2 MAX. LOAD BEARING SHIMS SEE CHARTS SHEETS 1 & 2 1/2' MA%. LOAD BEARING SHIMS SEE CHARTS SHEETS 1 2 TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR EXTERIOR 0.1_0. •E14 147 D.LO. OCT 0 6 200E ALTERNATE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING DOOR JAMB SERIES -8000 FRAME OPTION DOORS SHOWN WITH SERIES -9500 FRAMES CAN ALSO BE USED WITH SERIES -8000 FRAMES. TRANSOM SERIES -0500 FRAMES TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ALTERNATE TRANSOM SERIES -8000 FRAMES OPTION TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1/2• MAX. LOAD BEARING SHIMS SEE CHARTS - SHEETS 1 & 2". • TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 /2' MAX. LOAD BEARING SHIMS SEE CHARTS SHEETS 1 & TYPICAL ANCHORS SEE ELEV. • FOR SPAC ALTERNATE OCT 0 6 2008 D.4 OPG. FRAME WIDTH TRANSOM SERIES -9500 FRAMES TRANSOM JAMB SERIES -8000 FRAMES OPTION EXTERIOR EXTERIOR D.L OPG. gE ccs 1 drawing no. 6 (sheet W08 — 8 oT U 6 ) Z� 1.95.3 - .070 �Y t1 ' lYP 4.970 . 480 4.968 E i 2,500 3.988 51100 200 2.500 - .090 .190 -•- -a I I� 920 2.750 i 0 2.500 Eat DOOR STOP 6 I 1.953 - 11.063 220 .500 j .190 .110 4 I'-.- 2.485 - 8 DOOR HEADER 4.970 ae TRANSOM HEAD 090 Soo --I 1.01701-.- O DOOR STOP COVER E15 JAMB FLLER 2232 n TRANSOM HEADER 2.750 ^ 0 DOOR 1.110 JA MB - .289 3.a - 2.032 3.937 110 TIP. 4974 060 �I -� 1.118 � 1.881 1.117 e-- 2.437 ® HEAD COVER 4. 034 3.383 .320 2290 .312 E10 S CORNER - 823 BLACK - 1.000 - J1.000 L T1� GLAZING TRANSOM 2z0 E4 TOP RAIL O HORIZONTAL AT DOOR S-8000 2.905 1.000 6 () 1 1.317 .578 1� .070 . 1.810 t zso 3.500 --d 4.422 HINGE /LOCK STILE 02 TRANS s2o �� I-:- .070 ADAPTER 3. 7 .156 38 1 .094 3 5.000 I .110 T1P. 7.437 I "'�2 El CLOSURE DOOR STOP 4.374 - 6 5.000 • 9101 p- 3.751 F IYP. }�--- -3.438 .110 .320 .129 - 2290 980 1.000 e3s .250 111 oeo 1'000 ® TRANSOM GLASS STOP 0 JAMB FILLER 5 - 8000 (i TRANSOM Joe JAMB S MEETING .150 1.427 mood (DI 3.438 STILE - INACTIVE LEAF �•1.746� 4 TM] ® GLASS 263 STOP II 060 11111 U1111 � 1.972 1.990 1.332 1.117 JI Jl O TRANSOM GLASS STOP S -8000 4.374 3.4.36 I..-- !4- 2.232 -�1 BOTTOM RAIL 110 .320 E MUNN 1 1.141 - 125 S DOOR SWEEP Et t CORNER PLATE i 2.250 - - .125 i 2.4457 1 .122 ' Fsyr: 09.E FAR000 M PE 16587 CAN. pmedas complying with ka �T3atL� [:ode L EiI &2i - a 1.950 L_ 8 LOCK BACK 1.203 UP L PLATE 90Q .150 H 900 II 0 6 2008 .122- drawing n� W08 - -3' ---.4 0 MEETING STILE - ACTIVE LEAF 4.500 1 � l J ALTERNATE THRESHOLD 4.933 - - --q THRESHOLD (sheet 7 of '10) I I i W W W 6 W n i W m i a C O m N Pf ♦ Ifl t0 n m O W W W W W W W W W W W W l 0 PART g QUANTITY DESCRIPTION MATERIAL MANE. /SUPPIAES /RBMARRS ES9012 1 DOOR HEADER 6083 -76 - 559014 1 THRESHOLD 6083 -18 - ES901S 1 ALTERNATE THRESHOLD 6083 -76 - E59013 2 DOOR JAMB - HINGE 8083 -T6 - 559001 2 TOP RAIL 6083 -75 - 559002 2 BOTTOM RAIL 8083-T8 - E89003 2 HINGE /LOCK STILE 8083 -15 - ES9008 1 MEETING 5TU - INACTIVE LEAF 6083 -18 - E59007 1 MEETING STILE - ACTIVE LEIF 6083 -75 - E59004 4 HORIZONTAL GLASS STOP 6083 -15 - 559004 4 VERTICAL GLASS STOP 6083 -75 - E59008 Essoca 4 CORNER BLOCK -TOP CORNER 8LOCK - BOTTOM 6083 -75 - - CORNER PLATE - TOP - tX1RNFR PLATE - BOTTOM - SIPPORT ANGLE 3/4 X 1' X 1/8' X 9' LANG ES9011 AS ROD. HINGE BACKUP PLATE RENFORCEMEVT - um( BACKUP PLATE REINFORCEMEREINFORCEMENT - ES9016 AS ROD. JAMB FILLER - ES9017 AS ROD. RENFORCE ENIF 6065-78 - ES9021 1/ CLOSER CLOSER SUPPORT CUPS (PAIR) - CLOSER DOOR STOP 61153-T5 - ES9023 1/ CLOSER CLOSER COYER PLATE 6C163-75 - DOOR SWEEP DOOR STOP DOOR STOP COYER - 812 x 1' P.N. ST/ST SMS - 812 - 24 x 1/2' F.H. ST/ST MS - /8 - 32 x 1/2° P.H. ST/ST MS - 3/8' - 18 x 1 HEL BOLT - WEDGF GASKET - MB AS ROD. SPACER GASKET 147 AS ROD. BLAB VINYL MB a SETTING BLOCK Me AS ROD. HINGE 4 1/2 x 4' - M12 3 P01447 LOCK 4613 NEY CYLINDER - 1414 1HU6®fURNI - M15 1 2 PORK LOCK M18 00049 CLOSURE - 1417 2 PUSH - PCPULL M19 W1327314K AS ROD. PILE - HEADER 1420 B 7423451NX �® AS ROD. PILE - MTG SIRES C1AtRNEI SPACER 5/8' X 1 -3/4' - M24 THRESHOLD CUP - AS ROD. STRUCTURAL. SILICONE MIN - - 1425 �� AS , SILICONE 1/4 x 2' HEX BOLT M28 1429 CLOSER 810 10 x x 1' ' P.H. ST/ST MS - 8/ LASER 8t0 x 3/4' F.H. ST /ST SINS MEM - 3/ CLOSER 810 x 1' F.H. ST /5T 5145 - - 1430 AS RQD. 18 x 1 1 /2' F.N. ST /SR SMS - - M31 W13351NK AS ROD. PILE - DOOR SWEEP - - M32 613275145 AS ROD. PRE - HEADER - - 11846 1 11 12 73 T4 1.171 1112 MT3 MT4 TS T8 n 10 110 1.581 g 559508 558019 559018 ES9502 558014 QUANTITY 558005 555013 558012 AS 6550. AS RECD. AS REQ0. AS RECTO. AS REOD. AS REGD. DESCRIPTION TRANSOM HEADER TRANSOM ADAPTER TRANSOM CLASS STOP HEAD COYER 110 x 1/2' F.H. ST/ST SAS TRIM GASKET INTERIOR SPACER 1/4' x 1/4' SETTING BLOCKS 1 /18' x 3/4' TRANSOM HEAD 5 -8000 HORIZONTAL AT DOOR 5 -8000 TRANSOM JAMB 5 -8000 JAMB FELLER 5-8000 TRANSOM GLASS STOP 5 -8000 TRANSOM GLAZING ADAPTER MATERIAL 8063 -16 6083 -TS 6063 -TS 6083 -T5 8005 -T5 6005 -T5 6005 -75 6005 -TS 6063 -T5 6083 -16 MANP. /SOPPI.ER /REMAI.S9 Fes: OR HUMAYOUN FA0000 STRUCTURES FLA PE 1 16557 CAN. X538 OCT 0 620 00 tr z n! O LL OU 46 OR CYRO g a �� m. a G a 8 J 1 fi 4 drawing no. W08 -66 sheet 8€1 LOCKS; OPTION #1; CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY 'JACKSON PANIC SYSTEM' #1285 LOCATED AT 41" FROM SILL AT EACH LEAF. FASTENED WITH (1) #14 X 1 HH SELF DRILLING SCREW AT ONE END AND (2) #12 -24 X 1/2 OH MACHINE SCREWS AT OTHER END OR CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY 'ADAMS RITE' LOCATED AT 40 FROM SILL AT EACH LEAF. FASTENED WITH (2) #10 X 3/4 FH MACHINE SCREWS AT ONE END AND (2) #10-24 X 1/2 FH MACHINE SCREWS AT OTHER END HINGES: OPTION #1; OFrat1 PIVOT HINGES ALUMINUM AT TOP AND BOTTOM FASTENED TO FRAME AND THRESHOLD WITH #10 -24 X 1/2" FH THREAD CUTTING SCREWS (2) AT THRESHOLD, (2) AT JAMB BOTTOM (3) AT FRAME HEAD HEAVY DUTY BRASS OR BRONZE AT MIDSPAN FASTENED TO FRAME AND LEAF WITH (4) 1/4 X 5/8" MS PANIC EXIT DEVICE OPTION #1 OR #2 OPTION #2; CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY 'JACKSON PANIC SYSTEM' #2086 LOCATED AT 41 FROM SILL AT EACH LEAF. FASTENED WITH (1) #14 X 1' HH SELF DRILLING SCREW AT ONE END AND (2) #12 - X 1/2" OH MACHINE SCREWS AT OTHER END OR CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY 'DOR- 0 -MAT1C LOCATED AT 40 FROM 5IL1- AT EACH LEAF. FASTENED WITH (2) #12 -24 X 1/2" FH MACHINE SCREWS AT ONE END OPTION j2; 4 X 4-1/2 ST. STEEL BALL BEARING BUTT HINGES LOCATED AT 11 FROM TOP & BOTTOM AND AT MIDSPAN FASTENED TO DOOR FRAME AND LEAF STILE WITH (4) #12 - X 1/2 FH MACHINE SCREWS PER HASP OPTION #3; ACTIVE I FAP KEY OPERATED THREE POINT LOCK SYSTEM BY 'ADAMS RITE' WITH CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF LOCK STILE AND A THUMB TURN ON THE INTERIOR, LOCATED AT 40 FROM BOTTOM OF PANEL FASTENED WITH (2) #12 -24 X 1/2" FH MACHINE SCREWS INACTIVE 1 FAF; MANUALLY OPERATED TWO POINT LOCK SYSTEM BY 'ADAMS RITE' WITH CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF LOCK STILE AND A THUMB TURN ON THE INTERIOR, LOCATED AT 40 FROM BOTTOM OF PANEL FASTENED WITH (2) #8 - x 1/4" PH MACHINE SCREWS Engr: DR HUWYOUN FAR000 SIRUCWRES FL C� /3538 0 6 2006 3/8' HEX STEEL TIP BOLT GUIDE fi STEEL 800 WITH THREADED DIM THRESHOLD BOLT b i l 8 Z F� 2 Qc O LL drawing no. W08 -66 (sheet 9 of 10 ) • TOP RAIL wEIDED TO VERT. STILE Mz BOTTOM RAIL WELDED TO VERT. SHLE FRAME TOP CORNER THRESHOLD CORNER PIVOT THRESHOLD CORNER Engn OR. HUUAYOU S FAR000 0 6 ZOD THRESHOLD CORNER drawing no. W08 -66 (sheet 10 of 10 MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 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.sov/buildingcode 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 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., 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. 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 Officiai. This NOA renews NOA No. 06-0913.05 and consists of this page I and evidence page E —i, as weii as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, E. E. NOA No. 09- 0825.03 Expiration Date: September 16, 2014 Approval Date: November 10, 2009 Page 1 E. S. Windows, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 Vigar, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with 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. (Smbmi ied mn derpr evio 4j !VOA 04- 0 7Z0 1) C. CALCULATIONS I. 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. STATEMENTS I. 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. (Subrniiled under previous. ! v lOA 04-0712.01) G. OTHERS 1. Notice of Acceptance No. 06- 0913.05, issued to E. S. Windows, Inc. for their Series "Aluminum Tube Mullions - -- L.M.I. ", approved on 03/29/07 and expn - 09/16/09. E -1 Jaime D. r�scon P. D3 . `hief. 1°r?+1net Control Divisi n NOA No. 09-0825.03 Expiration Date:. September 16, 2014 Approval Date: November 10, 2009 MULLION SYSTEM 15 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 ONI Y NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EO111014 INCLUDING 14011 VELOCITY HURRICANE ZONE (HVH2). ALL GLAZING PRODUCTS USED WTTH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: 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 USTED, 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 PAR 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. 711AT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS VALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLOC. CODE SECTION 2003.8.4, 2411.13.3 AND 2326. INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE MIAMI –DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP J USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 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. M4 h{ TYPICAL J i4 I I G A21NC• PFCOUCT �l 1 3.000 4.000 I' 5.000 8.000 TYPICAL WINDOW FRAME TUBULAR SHAPES ALLOY m 8063 –T6 OCT eCr. II 0 1 2009 3.000 — 4.000 b- MUI LIONS CONTAINING TYPICAL GLAZING PRODUCT$ HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING Engr: ARSHAD WONT CARL FLA PE [_38863 C.A.N. 3538 1.000 'PRODUCT L7E1 re oarp! 11:11 ti. Florida 638)L:i':7Cx:e'r> lEmi*ee;>.n,1TC.e 4 h (n 32 OW BY 83Mr.1 9a I CoAtrsl Z p i‘ir 1. Ja Q � 8 ln ;Z 110 m .1- 1- 1 : z 2 J 0 d 1 pg g5 drawing no. [M04-04 (sheet 1 of 8 3.000 2.000 1 X 3 STD. MULLION 6063-16 .125— .125 2.000 L 2.000 --I Ed m MIN. EDGE DIST. 1/2' FOR 1/4' DIA. ANCHORS 5/8" FOR 5/16" DIA. ANCHORS ANGLE CLIP 6063 -T5 .720 4.000 Ed - MIN. EDGE DIST. 1/2" FOR 1/4" DIA. ANCHORS 5/8" FOR 5/16" DIA. ANCHORS MULLION CLIP 606.3-16 X 4 STD. MULLION 6063 -76 3.750 �I NOTCH �j OPTIONAL 4� 1/2" TYP. Ed. 2.750 Ed. 3.000 - 1.000 r _ 1 X 3 CUSTOM MULLION 6063 -76 .125 2.000 ---^{ _1.125 2 X 3 STD MULLION 6063 -T6 -.125 Etl a MIN. EDGE DIST. 1/2" FOR 1/4" 04. ANCHORS 5/8" FOR 5/18" DIA. ANCHORS NOTCH OPTIONAL 4.000 MULLION CUP 6063-16 -1 1.000 1 X 4 CUSTOM MULLION 6063 - 06 2 X 4 STD. MUI LION 6063-16 125 °.125 5.000 1 4---2.000 -4 2 X 5 STD. MULLION 6063 -T6 .125 - ""-.125 8.000 2.000 — 1 _1.125 2 X 6 STD. MULLION 6063 -06 x.125 8.000 I^- 2.700-- ={ _ .250 2 X 6 HEAVY MULLION 8063 -78 Engr: ARBHAO V10Nt FLA. PE 0 38863 PRODUCT RENEWED CAN. 3538 C0Plying with 01e Florida 36ilding Coda Aaocptanoe No :rplmti,�d r + r r:n. 7 3 r OCT rola O 2009 ViIarr eadePradlro tCen + .250 ui a 2 a d S G4 if 4■ 0 G p ad�1 1$ 0 [sheet 2 of 8 drawing no. M04 -04 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) IM U • WINDOW DIMS, 1 STD. STD. 1 X 3 CUSTOM 1 X 4 CUSTOM STD STD HEAV WINDOW DIMS. 113 STD. 1 X STD, . 1 X 3 CUSTOM LX4-- CUSTOM 2 X STD. . 2 X STD. STD. 2 1 8 HEAVY WINDOW DIMS. 1 X 3 STD. l X 4 STD. 1% 3 CUSTOM 1 X 4 CUSTOM 2X.5 ; 2 X 6 STD. ; STD. 218 HEAVY AL—FAROOQ CORPORATION 1 ENG INEERS & P DEVELOPMENT f ans AW_ A7 AVE STD. STD. 2 X 3 STD. 2 X 4 STD. 2 D. STD. 2 X 4 STD. VADTH (w) MULL 5PAN WIDTH (w) MULL SPAN WIDTH (W) MULL SPAN 19 -1/8" 26 -1/2" 30" 17" 42" 48" 54" 60" 66" 72" 58 -3/8 "_ 150.0 150.0 150.0 150.0 150.0 750.0 150.0 19 -1/8" 26 -7/2" 30' .37" 42" 48' 54: 60" 86" 72" 74 1/4 " 74.6 140.9 115.1 150.0 150.0 150.0 150.0 19 -1/8" 26 -1/2" 30" 37" 42" 48" 54" 60" 86" 72 120" - 37.9 27.3 55.3 96.7 146.1 69.8 X 105.1 150.0 150.0 150.0 150.0 150.0 150.0 150.0 53.8 101.7 83.1 148.6 150.0 150.0 150.0 - 27.3 - 39.9. 150.0 150.0 150.0 1500 150.0 150.0 150,0 47.5 89.8 73.4 131.3 150.0 150.0 150.0 - 24.1 - 35.3 61.7 1 93.2 150.0 - 1.50:0 ,150.0 150.0 150.0 150.0 150.0 38.5 72.8 59.5 106.4 148.9 150,0 150.0 - - - 28.6 90.0 I 75.5 149.8 150.0 150.0 150.0 150.0 750.0 150.0 33.9 84.2 52.4 93.8 131.2 150.0 150.0 - - - 25.2 44.1 86.5 130.9 150.0 150.0 150.0 150,0 150.0 150.0 29.7 56.1 45.9 82.1 114.8 150.0 150.0 - - - 22.0 38.5 58.2 116.3 150.0 150.0 150.0 150.0 150.0 150.0 26.4 49.9 40.8 72.9 102.1 135.2 150.0 - - - - 34.3 51.6 104.7 150.0 150.0 150.0 150.0 150.0 150.0 23.8 44.9 36.7 65.8 91.8 121.7 150.0 - - - - 30.8 , 46.6 8.5.6 95.2 150.0 146.8 150.0 150.0 150.0 150.0 21.6 40.8 33.4 59.7 B3.5 110.8 150.0 - - - . - 28.0 42.3 87.3 140.1 134.6 150.0 150.0 150.0 150.0 - 37.4 30.6 54.7 76.5 101.4 150.0 - - - - 25.7 38.8 19 -1/8" 26 -1/2" 30" 37' 42" 48" 54" 60" 68" 72' 50 -5/8" 150.0 150.0 150.0 1900 150.0 150.0 1500 19 -1/8" 26 -1/2" 30" 37" 42" 'rib' .34" 60" 66" 72" 84" 51.5 110.1 79.5 150.0 150.0 150.0 150.0 19 -1/8' 26 -1/2" 50' 37' ' 42" 48" _ 54" 60" 68' 72' 132' - 28.5 20.5 41.6 72.7 115.7 138.2 150.0 150.0 150.0 150.0 150.0 150.0 37.2 79.4 57.4 118.1 150.0 150.0 150.0 - 20.9 - 30.0 52.5 83.4 120.3 150.0 150.0 150.0 150.0 150.0 150.0 32.8 70.2 50.7 102.6 143.5 150.0 150.0 - - - 26.5 46.3 73.7 97.6 150.0 150.0 150.0 150.0 150.0 150.0 26.8 56.9 41.1 83.2 116.4 150.0 150.0 - - - 21.5 37.6 59.7 109,8 l ALUMINUM TUBE MULLIONS 1(1i ' E.S. WINDOWS. LLC 5220 N.W. 72 AVE. BAY #4 MIAMI. FL 33166 ` 1EL (305) 624 -7775 FAX. (305) 624 -7777 ✓ I 85.9 138.0 132.8 150.0 150.0 150.0 150.0 23.4 50.1 36.2 73.3 102.5 135.8 150.0 - - - - 33.1 52.8 75.2 120.8 116.0 150.0 150.0 150.0 150.0 20.5 43.9 31.7 64.1, 89.7 118.8 150.0 - - - 29.0 48.1 66.8 107.3 103.1 150.0 150.0 150.0 190.0 - 39.0 28.2 57.0 79.7 105.6 150.0 - - - - 25.7 '40.9 60.2 96.6 92.8 141, 150.0 150.0 150.0 - 35.1 25.3 51.3 71.8 95.1 150.0 - - - - 23.2 36.8 54.7 87.8 84.4 128.4 150.0 150.0 150.0 - 31.9 23.0 48.6 65.2 86.4 150.0 - - - - 21.1 33.5 61 5 50.1 80.5 77.3 117.7 150.0 150.0 150.0 - 29.1 21.1 42.7 59.8 79.2 145.6 - - - - - 30.7 79 -1/8" 26 -1/2' 30" 37" 42" 48' 54" 60' 66' 72' 56" 143.8 150.0 150.0 150.0 150.0 150.0 150.0 19 -1/8' 26 -1/2' 30" 37" 42" 46' 54° 96" 34.5 74.0 53.3 108.1 150.0 150.0 150.0 19 -1/8' 26 -1/2" 30" 37' 42 48" 54" 60" 66" 72' 144" - 21.9 - 32.0 56.0 89.0 103.6 150.0 150.0 150.0 150.0 150.0 150.0 24.9 53,4 364 78.0 124.4 150.0 150.0 - - - 23.1 40.4 64.3 91.7 74.3 147.2 141.4 150.0 150.0 750.0 150,0 - 22.0 47.2 34.0 68.9 109.9 145.6 150.0 - - - 20.4 35.7 56.8 119.3 114.7 150.0 150.0 150.0 150.0 - 38.2 27.5 55.9 89.1 118.0 150.0 - - - - 28.9 46.0 .,_,- 65.5 105.1 101.0 150.0 150.0 150.0 150.0 - 33.7 24.3 49.2 78.5 104.0 150.0 - - - - 25.5 40.5 74.5 57.3 92.0 88.4 78.6 134.5 150.0 150.0 - 750.0 150.0 150.0 - 29.5 21.2 43.1 68.7 91.0 150.0 - - - - 22.3 35.5 50.9 81.8 119.5 150.0 - 26.2 - 38.3 81.0 80.9 148.6 - - - - - 31.5 45.8 73.6 70.7 107,6 150.0 150.0 150.0 - 23.6 - 34.4 54.9 72.8 133,7 - - - - 28.4 41.7 66.9 84.3 97.8 138.8 150.0 150.0 - 21.4 - 31.3 49.9 68.2 121.8 - - - - - 25.8 38.2 6 58.9 89.6 125.4 150.0 150.0 - - - 28.7 45.5 80.7 111.5 - - - - 23.6 19 -1 /8" 26 -1/2" 30" 37" 42" 48" 54' 60" 86" 72" 63" 121.9 150.0 150.0 150.0 150.0 150.0 150.0 " , , 42" ' 48 54" 60" 66" 72" 24.2 51.9 37.4 75.9 132.7 150.0 750.0 ARCHES TO EE p AR S HAPE ON MULUON t 1 � oOACI1D ap II aai fr NCO O3L 13311S SOO 30 MN ON II_ aei t me.9an I( saarroesa axe ma aai I 88.0 141.2 135.7 150.0 150.0 150.0 1 - 37.5 27.0 54.8 95.8 130.2 150.0 77.7 124.8 119.9 150.0 150.0 150.0 150.0 - 33.1 23.9 48.4 84.8 115.0 150.0 83.0 101.2 97.2 147.9 150.0 150.0 150.0 - - 28.9 23.7 - - . 39.2 34.6 68.6 60.4 '93.3 82.2 150.0 150.0 %' C4AZ NC PRODUCT , - `�" , 01.112140 PRODUCT VERTICAL MUUJON GRAZING PRODUCT NOmnn Ntka 55.5 89.1 85.6 130.3 150.0 150.0 150.0 48.6 43.2 78.0 69.3 74.9 88.6 114.0 101.3 150.0 141.8 150.0 150.0 150.0 150.0 - 20.7 - 30.2 52.9 71.9 132.1 - - - 26.9 47.0 83.9 117.4 GLAZING PRODUCT , PRODUCT DUCT 36.8 62.4 59.9 91.2 127.6 150.0 150.0 - - - 24.2 42.3 57.5 105.7 35.3 58.7 54,5 82.9 118.0 150.0 150.0 - - - 22.0 38.5 52.3 H 60'9080 11 1 [ � GdGFa 32.4 52.0 49.9 78.0 108.3 140.8 150.0 - - - 20.2 35.3 47.9 88.1 ALL LOADS ARE EXT,(t) /INT.( -). Wt W2 MULLION SPAN INCE11:13 NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MUL(,ION ARRANGEMENT$ --M., ANswo "GAR FIA . 0N 3 as OCT 01 2004 I4001ICT RBNCWED c018js1v1n11 wit. the. Ftondo "AID , ; G, , 4."'!...* � 4cc r:= nr sns:rs u.11113aa`T it .. '- - 201 3y „:` Jia .p)cTrotl6nC401t'1r T" 3 ANCHORS TYPE 'Cr AND 'E' APPLICABLE TO WI + W2 WIDTH (W) 2 4 ", 5" AND 6" TUBE MULLIONS. drawing no. M04 -04 ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO I ALL TUBE MULLIONS. I MULLIONS 7 (sheet 3 o 8 ) ..... AZ ��OUIZ NG 'I' PRODUCT ` r ' PRODUCT \ CNOR AIL fl PRODUCT 1 ANCHORS ABH.0 S 4 WIND0W DIMS. IDTH (W) 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" 19 -1/8' 26 -1/2" 30" 37" 42' 48" 54" 60" 66" 72" MULL SPAN 38 -3/8 "- 50 -5/8" 58" 83" 150.0 143.1 116.0 102.2 89.4 71.5 65.0 59.6 150.0 122.8 108.5 87.9 77 87.8 60.3 54.2 49.3 45.2 148.5 107.2 94.7 78.8 87.8 147.3 132.8 120.5 110.5 150.0 150.0 150.0 150.0 143.6 125.6 111.7 100.5 91.4 142.3 125.3 52.8 47.3 43.0 39.4 136.7 98.7 87.2 70.7 62.3 54.5 48.4 109.7 97.5 87.7 79.7 73.1 150.0 150.0 150.0 131.0 115.4 101.0 89.7 118.3 103.4 93.1 84.6 77.8 150.0 150.0 141.1 114 100 88.2 78.4 70.5 84.1 58.8 150.0 56.0 51.3 150.0 128.3 113.4 91.9 81.0 70.9 63.0 150.0 150.0 150.0 150.0 150.0 150.0 128.3 117.8 150.0 150.0 150.0 136.8 111.9 102.6 150.0 150.0 150.0 150.0 150.0 141.7 128.0 113.4 103.1 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 79.5 59.2 43.6 39.6 150.0 150.0 130.0 150.0 150.0 83.6 150.0 150.0 150.0 80.8 150.0 150.0 150.0 132.9 139.4 123.1 99.8 88.0 77.0 56.7 51.5 150.0 150.0 150.0 150.0 150.0 150.0 141.1 150.0 150.0 150.0 123.1 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 47.0 150.0 150.0 50.0 150.0 150.0 150.0 139.9 128.3 150.0 150.0 150.0 150.0 141.7 128.8 DESIGN LOAD CAPACITY - PSF 150.0 38.3 ANCHORS TYPE A B C D E 150.0 73.4 67.3 150.0 150.0 47.2 150.0 150.0 150.0 150.0 94.5 150.0 118.1 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 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.( -). DESIGN LOAD CAPACITY - PSP WINDOW DIMS. W10TH (W) 19 -1/8' 28 -1/2" 30' 37" 42" 48" 54" 60" 66" 72" 19 -1/8" 26 -1/2" 30" 37" 42" 48" 54" 60" 88" 72" 19 -1/8" 26 -1/2" 30" 37" 62" 48" 54' 60' 66" 72" 19 -1/8' 26 -1/2" 30" 37' 42" 48" 54" 60" 86" 72" MULL SPAN 74 - 1/4" 96" 108' ANCHORS TYPE A 116.0 83.7 74.0 60.0 52.8 46.2 41.1 37.0 33.6 30.8 102.5 74.0 85.4 53.0 46.7 40.9 36.3 32.7 29.7 27.2 89.7 64.8 57.2 46.4 40.9 35.8 31.8 28.6 26.0 23.8 79.8 57.6 50.8 41.2 38.3 31.8 28.2 25.4 23.1 21.2 B 150.0 150.0 137.1 111.1 97.9 85.7 76.1 68.5 62.3 57.1 150.0 137.1 121.1 98.2 86.5 _75.7 67.3 60.8 55.1 • 50.5 150.0 120.0 106.0 85.9 75.7 66.3 58.9 53.0 48.2 44.2 147.8 108.7 94.2 76.4 67.3 58.9 52.3 47.1 42.8 39.3 C 150.0 108.9 98.2 78.0 68.7 60.1 53.4 48.1 43.7 40.1 133.4 96.3 85.0 88.9 80.7 53.1 47.2 42.5 38.8 35.4 118.7 84.2 74.4 60.3 53.1 46.5 41.3 37.2 33.8 31.0 103.7 74.9 68.1 53.6 47.2 41.3 38.7 33.1 30.1 27.8 D 150.0 150.0 150.0 150.0 137.4 120.2 108.9 96.2 87.4 80.2 150.0 150.0 150.0 137.9 121.5 108.3 94.5 85.0 77.3 70.9 150.0 150.0 148.8 120.8 108.3 93.0 82.7 74.4 87.6 82.0 150.0 149.7 132.3 107.2 94.5 82.7 73.5 86.1 80.1 55.1 E 150.0 150.0 150.0 150.0 150.0 150.0 133.6 120.2 109.3 100.2 150.0 150.0 150.0 150.0 150.0 132.9 118.1 108.3 98.6 88.8 150.0 150.0 150.0 150.0 132.9 118.3 103.3 93.0 84.5 77.5 150.0 150.0 150.0 134.1 118.1 103.3 91.9 82.7 75.2 68.9 ANCHORS DESIGN LOAD CAPACITY - P8F WINDOW DIMS. 410TH (W) 19 -1/8' 28 -1/2' 30' 37' 42' 48" 54" 60• 88" 72" 19 -1/8' 28 -1/2' 30" 37" 42" 48' 54" 60" 66' 72" 19 -1/8" 26 -1/2' 30' 37" 42" 48" 54" 80" 66' 72" MULL SPAN 120' 132' 144" ANCHORS TYPE A 71.8 51.8 45.8 37.1 32.7 28.8 23.4 22.9 20.8 65.3 47.1 41.6 33.7 29.7 28.0 23.1 20.8 59.8 43.2 38.1 30.8 27.2 23.8 21.2 B 133.0 98.0 84.8 88.8 60.8 53.0 47.1 42.4 38.5 35.3 120.9 87.3 77.1 62.5 55.1 48.2 42.8 38.5 35.0 32.1 110.8 80.0 70.7 57.3 50.5 44.2 39.3 35.3 32.1 29.4 C 93.4 67.4 59.5 48.3 42.5 37.2 33.1 29.8 27.1 248 84.9 61.3 54.1 43.9 38.6 33.8 30.1 27.1 24.8 22.5 77.8 58.2 49.8 40.2 35.4 31.0 27.6 24.8 22.5 20.7 0 150.0 134.8 119.0 96.5 85.0 74.4 88.1 59.5 54.1 49.8 150.0 122.5 108.2 87.7 77.3 67.8 80.1 54.1 49.2 45.1 150.0 112.3 99.2 80.4 70.9 82.0 55.1 49.8 45.1 41.3 E 150.0 150.0 148.8 120.6 106,3 93.0 82.7 74.4 67.6 82.0 150.0 150.0 135.3 109.7 96.6 84.5 75.2 87.8 61.5 56.4 150.0 140.4 124.0 100.5 88.8 77.5 62.0 41 ANCHORS TYPICAL MULLION ARRANGEMENTS ANCHORS TYPE A.13.0,0 OR E Env: AR5HAD MAR FLA. PE U38863 CAA. 3538 MULLION SPAN HORIZONTAL MULLION ARCHES 70 HE 2190/88E0 01 0 m CO 0 drawing M04-04 •• MU18430N GLAZING GLAZING PRODUCT PRODUCT WIND0W DIMS. IDTH (W) 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" 19 -1/8' 26 -1/2" 30" 37" 42' 48" 54" 60" 66" 72" MULL SPAN 38 -3/8 "- 50 -5/8" 58" 83" 150.0 143.1 116.0 102.2 89.4 71.5 65.0 59.6 150.0 122.8 108.5 87.9 77 87.8 60.3 54.2 49.3 45.2 148.5 107.2 94.7 78.8 87.8 147.3 132.8 120.5 110.5 150.0 150.0 150.0 150.0 143.6 125.6 111.7 100.5 91.4 142.3 125.3 52.8 47.3 43.0 39.4 136.7 98.7 87.2 70.7 62.3 54.5 48.4 109.7 97.5 87.7 79.7 73.1 150.0 150.0 150.0 131.0 115.4 101.0 89.7 118.3 103.4 93.1 84.6 77.8 150.0 150.0 141.1 114 100 88.2 78.4 70.5 84.1 58.8 150.0 56.0 51.3 150.0 128.3 113.4 91.9 81.0 70.9 63.0 150.0 150.0 150.0 150.0 150.0 150.0 128.3 117.8 150.0 150.0 150.0 136.8 111.9 102.6 150.0 150.0 150.0 150.0 150.0 141.7 128.0 113.4 103.1 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 79.5 59.2 43.6 39.6 150.0 150.0 130.0 150.0 150.0 83.6 150.0 150.0 150.0 80.8 150.0 150.0 150.0 132.9 139.4 123.1 99.8 88.0 77.0 56.7 51.5 150.0 150.0 150.0 150.0 150.0 150.0 141.1 150.0 150.0 150.0 123.1 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 47.0 150.0 150.0 50.0 150.0 150.0 150.0 139.9 128.3 150.0 150.0 150.0 150.0 141.7 128.8 DESIGN LOAD CAPACITY - PSF 150.0 38.3 ANCHORS TYPE A B C D E 150.0 73.4 67.3 150.0 150.0 47.2 150.0 150.0 150.0 150.0 94.5 150.0 118.1 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 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.( -). DESIGN LOAD CAPACITY - PSP WINDOW DIMS. W10TH (W) 19 -1/8' 28 -1/2" 30' 37" 42" 48" 54" 60" 66" 72" 19 -1/8" 26 -1/2" 30" 37" 42" 48" 54" 60" 88" 72" 19 -1/8" 26 -1/2" 30" 37" 62" 48" 54' 60' 66" 72" 19 -1/8' 26 -1/2" 30" 37' 42" 48" 54" 60" 86" 72" MULL SPAN 74 - 1/4" 96" 108' ANCHORS TYPE A 116.0 83.7 74.0 60.0 52.8 46.2 41.1 37.0 33.6 30.8 102.5 74.0 85.4 53.0 46.7 40.9 36.3 32.7 29.7 27.2 89.7 64.8 57.2 46.4 40.9 35.8 31.8 28.6 26.0 23.8 79.8 57.6 50.8 41.2 38.3 31.8 28.2 25.4 23.1 21.2 B 150.0 150.0 137.1 111.1 97.9 85.7 76.1 68.5 62.3 57.1 150.0 137.1 121.1 98.2 86.5 _75.7 67.3 60.8 55.1 • 50.5 150.0 120.0 106.0 85.9 75.7 66.3 58.9 53.0 48.2 44.2 147.8 108.7 94.2 76.4 67.3 58.9 52.3 47.1 42.8 39.3 C 150.0 108.9 98.2 78.0 68.7 60.1 53.4 48.1 43.7 40.1 133.4 96.3 85.0 88.9 80.7 53.1 47.2 42.5 38.8 35.4 118.7 84.2 74.4 60.3 53.1 46.5 41.3 37.2 33.8 31.0 103.7 74.9 68.1 53.6 47.2 41.3 38.7 33.1 30.1 27.8 D 150.0 150.0 150.0 150.0 137.4 120.2 108.9 96.2 87.4 80.2 150.0 150.0 150.0 137.9 121.5 108.3 94.5 85.0 77.3 70.9 150.0 150.0 148.8 120.8 108.3 93.0 82.7 74.4 87.6 82.0 150.0 149.7 132.3 107.2 94.5 82.7 73.5 86.1 80.1 55.1 E 150.0 150.0 150.0 150.0 150.0 150.0 133.6 120.2 109.3 100.2 150.0 150.0 150.0 150.0 150.0 132.9 118.1 108.3 98.6 88.8 150.0 150.0 150.0 150.0 132.9 118.3 103.3 93.0 84.5 77.5 150.0 150.0 150.0 134.1 118.1 103.3 91.9 82.7 75.2 68.9 ANCHORS DESIGN LOAD CAPACITY - P8F WINDOW DIMS. 410TH (W) 19 -1/8' 28 -1/2' 30' 37' 42' 48" 54" 60• 88" 72" 19 -1/8' 28 -1/2' 30" 37" 42" 48' 54" 60" 66' 72" 19 -1/8" 26 -1/2' 30' 37" 42" 48" 54" 80" 66' 72" MULL SPAN 120' 132' 144" ANCHORS TYPE A 71.8 51.8 45.8 37.1 32.7 28.8 23.4 22.9 20.8 65.3 47.1 41.6 33.7 29.7 28.0 23.1 20.8 59.8 43.2 38.1 30.8 27.2 23.8 21.2 B 133.0 98.0 84.8 88.8 60.8 53.0 47.1 42.4 38.5 35.3 120.9 87.3 77.1 62.5 55.1 48.2 42.8 38.5 35.0 32.1 110.8 80.0 70.7 57.3 50.5 44.2 39.3 35.3 32.1 29.4 C 93.4 67.4 59.5 48.3 42.5 37.2 33.1 29.8 27.1 248 84.9 61.3 54.1 43.9 38.6 33.8 30.1 27.1 24.8 22.5 77.8 58.2 49.8 40.2 35.4 31.0 27.6 24.8 22.5 20.7 0 150.0 134.8 119.0 96.5 85.0 74.4 88.1 59.5 54.1 49.8 150.0 122.5 108.2 87.7 77.3 67.8 80.1 54.1 49.2 45.1 150.0 112.3 99.2 80.4 70.9 82.0 55.1 49.8 45.1 41.3 E 150.0 150.0 148.8 120.6 106,3 93.0 82.7 74.4 67.6 82.0 150.0 150.0 135.3 109.7 96.6 84.5 75.2 87.8 61.5 56.4 150.0 140.4 124.0 100.5 88.8 77.5 62.0 41 ANCHORS TYPICAL MULLION ARRANGEMENTS ANCHORS TYPE A.13.0,0 OR E Env: AR5HAD MAR FLA. PE U38863 CAA. 3538 MULLION SPAN HORIZONTAL MULLION ARCHES 70 HE 2190/88E0 01 0 m CO 0 drawing M04-04 1/4' DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT 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" Ed. i I S Ed. 1/4" DIA. ULTRACONS 2 PER CLIP (1 ON EACH WING) II 11 II 1 I I II II ILJI II 1 1 1BY WOOD BUCK 1/4" DIA. ULTRACONS 2 PER CLIP (1 ON EACH WING) FLOATING CUP SNUG FIT INSIDE MULL �11 Imo' Ag /T TIP II II II II II 11 U u I I I I I I /I4 SUS 1 - 3/4° 0.C. MIN. 2 PER ANGLE 1/4" DIA. ULTRACONS l PER ANGLE 1/4' 01A ULTRACONS 1 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE P s ue . U' � II� II II II II U u 1 I 1 Ed 2 1/4" 1: MIN. MIN. 1 � 1 1/4' DIA ULTRACONS 4 PER CUP (2 ON EACH WING) dalk 1 1 1 1 1 1 II 11 ILJI 11 - 11 L J 1 1 11 11 11 11 11 11 ILJI 11 11 I /4' CIA ULTRACONS 2 PER ANGLE Lagl tin II I II I U u II 1I u U I I I I I ac 1- z 2 3 a r 0 (sheet 0 drawing no. M04 -04 I 1 h 28Y W000 BUCK OR WOOD STRUCTURE ALTERNATE ANCHOR LOCATION ANCHORS TYPE 'A' FLOATING CUP SNUG FIT INSIDE MUU. #14 SMS 1 -3/4' 0.C. MIN. 2 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MUWONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI— RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER —WHITE METHACRYLATE LACQUER. Ed. 1' MIN. I BY WOOD BUCK I/4" DIA. ULTRACONS 4 PER CUP (2 ON EACH WING) 2 BY *000 BUCK ANCHORS TYPE 'B' FLOA`RNG CUP SNUG FIT INSIDE MULL /14 SMS 1 -3/4" 0.C. MIN. 2 PER ANGLE FLOATING CLIP SNUG FIT INSIDE MULL 114 SMS 1 -3/4" 0.C. MIN. 2 PER ANGLE Enan ARC MOM FLA. PE ! 38883 C.A.N. 3838 OCT 0 1 2009 1/4" CIA. ULTRACONS 2 PER ANGLE 7RQDUCTRENEWED Is complying with the Florida 3ufding Code Acceptance No Vilemi Division 2X281/8" ALUM ANGLE 2 X 2 X 1/8" ALUM ANGLE G CY b e t o l ContcoP g of 8 1/4" DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed.. MIN. EDGE D15T. MIN. EMBEDMENT W000 1" 1 -3/8" BLOCK 2 -1/2" 1 -1/4" CONCRETE 2 -1/2" 1 -1/2" 1/4" DIA. ULTRACONS Ed. 4 PER CUP (2 ON EACH WING) Ed. ALTERNATE ANCHOR LOCATION FLOATING CLIP SNUG FIT INSIDE MULL /14 SMS 1 -3/4" 0.C. MIN. 2 PER ANGLE 1/4" DIA. ULTRACONS 2 PER CUP (1 ON EACH WING) ANCHORS TYPE 'C' 2 x 2 X 1/8" ALUM ANGLE ALL CL PS AND ANGLES TO Fir 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 METNACRYLATE LACQUER. FLOATING CUP SNUG FIT INSIDE MULL 114 SMS 4 PER ANGLE ANCHORS TYPE 'D' APPLICABLE FOR 4 ", 5" AND 6" TUBE MULLIONS E"9r. ARa`HAI) VIOAR FLA. PE / 38883 C.A.N. 7938 OCT 01 2009 LOCATION OF SCREWS CONNECTING ANGLES TO TUBES PRODUCT REVERED a; complying %Xh tho Florida BuIldI a Coda Arne No D� Divis roduct Caulrol 2 x 2 x 1/8" ALUM ANGLE 014. 1 drawing no. M04--04 (sheet B of 8 ) • 5/18" DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. o MIN. EDGE DIST. MN. EMBEDMENT CONCRETE 2 -1/2 1 -3/4 5 /I8 DA ULTRACONS Ed. 4 PER CLIP (2 ON EACH WING) FLOATING CLIP SNUG FIT INSIDE MULL /I4 5M5 4 PER ANGLE ANCHORS TYPE APPLICABLE FOR 4 ", 5" AND 6" TUBE MULLIONS ALL CLIPS 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 PANT OR WATER —WHIR: METHACRYLATE LACQUER. 5/16' 015. ULTRACONS 2 PER ANGLE AIN 2 X 2 X 1/8" 11 I. ALUM ANGLE LOCATION OF SCREWS CONNECTING ANGLES TO TUBES Env: 555NA0 L705) OWL FLA. PE 3 78563 C.A.N. 7538 Oc r 01 2.009 1d013UCT 14L•1IEWE'3 b CCmp:yia5 t 2ii d:e Rondo rldisS 03 3CcCp9xb5 Co : Tdc 0 Y 0 ' — � ,�.: 70 Al nn1 Uhision u 0 11 1 1 I y b of 1 I 1 0 1 drawing no. M04 -04 (wheat 7 of 8 ) a TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY 114 SMS SEE CHART FOR QUANTITIES 110 2/ FH SMS SIDE 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION THI5 SCREW CAN BE INSTALLED IN EITHER DIRECTION ti . ACCESS HOLE TUBE MULLION TUBE MULLION #14 FH SIAS 1-1/2" O.C. MIN. 5EE CHART FOR QUANTITIES 110 FH SMS 2 PER CUP 1' 0.C. MIN. 1 -3/4' X 2' K 1/8" (FOR 28Y TUBE) 3/4" K 2' 2 1/8' FOR (18Y TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL. in METAL TO METAL CONNECTIQN 114 SMS SUBSTRATE ALUMINUM Ed. MIN. EDGE 01ST. 5/8" MIN. CL TO CL SPACING 1/2' ANCHOR NO. OF CHART SCREWS TYPE 8 3 TYPE C TYPE 0 2 TYPE E 4 Eng, ARSHA0 WAR CFAL FLA. PE J 38883 C.A.N. 3538 CT 0 1 2O`09 92 TRODUCT RENEWED with dm Florida BuBUio9 Code Ac 9Fmnca No Dodo Product Control t.Wohion 11 0 Fi drawing no. M04 -04 (sheet 8 of 8 ) •