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WS-12-544Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 171714 Permit Number: WS- 3- 12-544 Scheduled Inspection Date: June 12, 2012 Inspector: Bruhn, Norman Owner: GOMEZ, RODOLFO AND SUSANA Job Address: 1156 NE 101 Street Miami Shores, FL Project <NONE> Contractor: EXACT CONSTRUCTION INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)898 -8841 Parcel Number 1132050190250 Phone: (754)367 -0157 Building Department Comments REMOVE EXISTING WINDWOS AND REPLACE WITH NEW Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. June 11, 2012 For Inspections please call: (305)762 -4949 Page 7 of 20 NOTICE OF COMMENCEMENT A FIECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF RRST INSPECTION PERMIT NO tA/C anCTY TAX FOUO NO. 3c2067-0i 7- 0 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 intonation Is provided In this Notice of Commencement. 1 11111111111 11111 11111 11111 11111 11111 1111 1111 C FF4 2012R0264622 OR Bk 28072 Ps 4772; (1Ps) RECORDED 04/13/2012 15:00:17 HARVEY RUVIN, CLERK OF COURT MIAMI-DADE COUNTY, FLORIDA LAST PAGE Space above reserved for use of recording office _ Legal description of property and street/address: ff /44'4 / ,..)ktoreff gev Btde-k-7-1- 49A v) 71;000 X /74- ea. /z7-0 276 032 e /de -1.31cee)-- tif07•7• Afccer 0n, 2.3407*. 2,-Bescrionn-ef-krgynyement- treS— ea '3 ASV, 4,6. tot sr. Atei.Sdkvexs 33 / 3 1' Dose_xi. trputAt t tht Attu tu 124-9 oriAJ-v%. 1 3. Owner(s) name and address: Aloe:11A, bern-L.,--.0 /1.6-41 /UP Al r: 140-$4,443wej ir-t_ ia Interest In property: e0c4,--i"4-4_ • . Name and address of fee simple tftleholder: jaqt.weitii, .12.. 6c1r14.7), /(C(.. gu€. to( st 4&J4 cc ?3.1,3 Z 4. Contractor's name, address and phone number: P"ici.4-€.."- efratrerv*-01 04,1 r-e4-ee o ' /74'3 ititei 4.1.1e-fPf-ti° .. ri- tri-eraGre.444 F. .33311 Otcare. 191'1") g61-0/3-1-- - • - •• 5. Surety: (Payment bond requited by owner Wom contractor, if any) • Narne, address and phone number Amount of bond $ . , .6. Lender's name and address: lbe_cts e-14.4c60 . . . • . • • 7. PerSons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by &am 713.13(1Xa)7., Florida Statutes Nan* address and phone number: /,do f/ 'at 1/1‘.6ne..4.4...14 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: itaro /4 earr44-•-a /PS' Jrzh4J iektr't 1)7W-17 Atakez;ut. / 9. Expiration date of this Notice of Commencement (the expiration date Is 1 year from the datO of recording unless a different date isspecifiecg WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENIT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713 PART L 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. Mgnature(s) of e s) or * ;,,v- Authorized Officer/Director/Partner/Manager Prepared By Prepared By Print Name /4/AffieriArcil. Print Name Title/Office e3Ltivt-e-'10- C, 'Pr pat Title/Office °STATE OF FLORIDA COUNTY OF MIAMI-DADE The foresolnatfistirtgnent vt4s Opknowledged before me this _a day of By r-..0Dol-o onie 4.. • , 1;1 leidividuallY, or 9;es '0 1.0)\-er for Personalliknown, or 14113roduced the f011owing type of Iderdificati , Signature Of Notary PUblic: Print Nellie: 0 PEAL) • !) • ,A° .; • • Underpenaffies of perjury, I debtate that l-bave read the foregoing"Eind that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/DIrector/Partner/Manag' who 'a By BY 1234142 PAGE a VMS TATE OF FLORIDA, COUNTY OF DADE 'HEREBY CERTIFY that this is a true copy of the )roiginal filed in this officge day of APR 1 3 lull , 2a t,iiTNESS my hand and ficial Seal. I :A RVEY f Circuit and CountyCcurls D.C. commIssion. .#0084226 c • Itrida M. Lalani • • PUBUC -UMW FLORii;A CYtt.. Expinx:IX-C.:02,2012 1DEDTHRUATUWOC SONDNGCO., INC. • abbve: (9k Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: p City: Miami Shores elOVvie County: Permit No. Master Permit No. t SALA MAR sQ.202 ROOFING iV Jo, Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Sim p le Titleholder ) : (Ri#t4 ( �YVI�? Z Phone#: ` o2 j - 067? Address: t t 51 !N Lam, 11 Dm 8 N City: V t 4 a Sdefe S State: Pt 0A-49- Zip: Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: bc/i e,T ansirueffe47 -? 4 Address: 79*-- , f f4 City: /d J` ` l State: Qualifier Name: 1/0196-',5 State Certification or Registration #: e bt l 'T/ !4' 7 5 Certificate of C Contact Phone #: Phone #: 757/i— 36 2-04)17 Zip: 333 / Phone #: 7s-91 3t, .- a' ompetency #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ /CA, 900 - CO Square/Linear Footage` of Work: Type of Work: DAdditioon DAlteration ONe w /Replace Description of Work: 0/6 S/69, Z4-142 /& e.. DDemolition ** Fees************* * * * * ** * * * * * * * * * * ** * * ** * * * * * * * ** Submittal Fee $ - „r.' ask Permit Fee $ 3e, CCF $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ CO /CC $ DBPR $ Bond $ Structural Review $ TOTAL FEE NOW DUE $ f Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby' made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature The foregoing instrument was acknowledged before me this day of 4%Y L@-t , 20 (1_, by PO who is personally known to me or who has produced 13 As identificat o \ I PWake an NOTARY PUBLIC: �\ P''•�xP�r�� ' ' 03/0 Oj�R rik Sign: - tic , _ Print: A*1 F113Q59 11. -.ti My Commission Expires: r�' %,1�le ......... L.00".0.''''- ` Ipttliotl1 Contractor The fo -going instrument was acknowledged before me this (33 day of Ifras7 -\ , 20(L , by who is personally known to me or who has produced "Q..). as identification and Ial Wk n oath. „,c eni8 Qa, 41/184 CI '11111lllllltl�� \ \\ NOTARY PUBLIC: Sign: Print: My Commission Expires: *: *** Y &3:*:Yie:Y:Y**k* Y**** * **kdF9:4:9 *** Y9:*****ak9FsY** * Y4e** ***** Y*9: *oYeYeY9e9 :***B:9e9e*3:** **9ei:***** Y3:3 **** ***9e:YeY*9e4e9r4nk** APPROVED BY Plans Examiner =- Structural Review (Revised 3 /12/2012XRevised 07 /10 /07XRevised 06 /10 /2009)(Revised 3 /15/09) Zoning Clerk STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 POOLE, JAMES FREDRICK EXACT CONSTRUCTION INC. 1748 N.W. 29TH WAY FORT LAUDERDALE FL 33311 (850) 487 -1395 Congratulations! With this license you become one of the nearly one million STATE F FLORIDA 60 S 28 5 9 Floridians licensed by the Department of Business and Professional Regulation. DEPARTMENT OF BUSSI NESS S AND Our professionals and businesses range from architects to yacht brokers, from ! ? ° PROFESSIONAL REGULATION boxers to barbeque restaurants, and they keep Florida's economy strong. i CGC1511478:.° 03/13/12 110317323 Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. ' CERTIFIED - GENERAL - CONTRACTOR There you can find more information about our divisions and the regulations that i POOLE, JAMBS FREDRICK impact you, subscribe to department newsletters and learn more about the ; EXACT CONSTRUCTION INC . Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! i f AC #6032859 DETACH HERE IS CERTIFIED under the provisions of ch.489 rs Expiration data: AUG 31, 2012 . L12031303484 THIS DOCUMENT HAS A COLORED BACKGROUND • MICROPRINTING • LINEMARK'' PATENTED PAPER STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD SEQ# L12031303484 DATE BATCH NUMBER LICENSE NBR ,. 03/13/2012 110317323 CGC1511478., The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 Expiration date: AUG 31, 2012 POOLE, JAMES FREDRICK EXACT CONSTRUCTION INC. 1748 N.W. 29TH WAY FORT LAUDERDALE FL 33311 RICK SCOTT GOVERNOR _DISPLAY AS REQUIRED BY LAW KEN LAWSON SECRETARY Accimil CERTIFICATE OF LIABILITY INSURANCE DATE I'" NYTY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder is an ADDITIONAL INSURED, the policy(Ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER SIMPLIFIED MORTGAGE AND INSURANCE 665 S.W. 27TH AVENUE, SUITE #2 FT. LAUDERDALE, FLORIDA 33312 NAMEMT DANIEL ROBINSON �a�. 954583 -1500 I ptl, 954 583 -8987 Bat ADDRESS: INSURER(S)AFFORDING COVERAGE RAC* INSU A: ACCIDENT INSURANCE COMPANY UABILJ Y COMMERCIAL GENERAL LIABILITY INSURED EXACT CONSTRUCTION, INC. 1748 N.W. 29TH WAY FT. LAUDERDALE, FLORIDA 33311 B : 1187711 INSURER C : 10/14/2012 INSURER D : S 500,000.00 INSURER E : S 100,000.00 INSURER F : I CLAIMSMADE X OCCUR COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 'THIS IS TO CERTIFY THAT 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. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. OLTRR TYPE OF INSURANCE t POLICY NUMBER tRMF1 CDMIYYI t OtYYYY) A GENERAL X UABILJ Y COMMERCIAL GENERAL LIABILITY 1187711 10/14/2011 10/14/2012 EACH OCCURRENCE S 500,000.00 DAMAGE TO RENTED PRMSES Ea aanoe S 100,000.00 I CLAIMSMADE X OCCUR MED EXP (Any one person) S 5,000.00 pEOINAL a Acv INJt1RY $ 500,000.00 GENERAL AGGREGATE S 500,000.00 GENT AGGREGATE LIMIT APPLIES PER: GA POLICY I I JJEECaT I 11-1 LOC PRODUCTS - COMP/OP AGO S 500,000.00 S AUTOMOBILE — UABIUTY ANY AUTO ALL OWNED AUTOS HIRED AUTOS — SCHEDULED AUTOS NON-OWNED COMBINED SINGLE LIMIT 3 S BODILY INJURY (Per person) BODILY INJURY (Per acddent) $ (PROS DAMAGE s $ UMBRELLA IJAB excEss UAB ^ O C.A DE EACH OCCURRENCE S AGGREGATE S DED I I RETENTIONS S WORKERS COMPENSATION EMPLOYERS* LIABILRY Y/ N AM ANY PROPRIETORIPAAnT1ERIEXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) It yyeesS describe under DES RIPTION OF OPERATIONS below N / A I TORY I 'WH- EL EACH ACCIDENT $ EL DISEASE - EA EMPLOYEE $ EL DISEASE - POLICY LIMIT i DESCRIPTION OF OPERATIONS / LOCATIONS / VDSCLES (Attach ACORO 101, Addifbnal Remarks Schedule, B more space Is numbed) GENERAL CONTRACTOR CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NORTHEAST SECOND AVENUE MIAMI SHORES, FLORIDA 33138 SHOULD ANY OF THE ABO / • SCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DA _ -• • NOTICE WILL BE DELIVERED IN ACCORDANCE • • CY PROVISIONS. AtrrltoR�o ' s— A ACORD 25 (2010105) 1988 -2010 ACRL1 C RATION. All rights reserved. The ACORD name and logo are registered of ACORD JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. 03 -15 -2012 EFFECTIVE DATE: PERSON: FEIN: 03/15/2012 EXPIRATION DATE: 03/15/2014 POOLE JAMES 651076038 BUSINESS NAME AND ADDRESS: EXACT CONSTRUCTION INC 1748 NW 28TH WAY FT LAUDERDALE FL 33311 SCOPES OF BUSINESS OR TRADE: 1- CARPENTRY - DETACHED ONE OR TW 3- CONCRETE OR CEMENT WORK 2- CONTRACTOR- PROJECT MANAGER, CO 4- MASONRY NOC * IMPORTANT: Pursuant to Chapter 440 . 05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation il, at any time after the tiling of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 QUESTIONS? (850) 413 -1609 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE: 03/15/2012 EXPIRATION DATE: 03/15/2014 PERSON: JAMES POOLE FEIN: 651076038 BUSINESS NAME AND ADDRESS: EXACT CONSTRUCTION INC 1748 NW 29TH WAY FT LAUDERDALE, FL 33311 SCOPE OF BUSINESS OR TRADE: 1- CARPENTRY - DETACHED ONE OR TW 3- CONCRETE OR CEMENT WORK 2- CONTRACTOR - PROJECT MANAGER, CO 4- MASONRY NOC IMPORTANT 0 Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt.. apply only within the scope of the business or trade listed on the notice of election to be exempt Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. H E R E QUESTIONS? (850) 413-1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. OWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 .7 el.c.,Prss rz— Mme. Forz. Leo rc. CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self- performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: j2JM)C'3L4 t) C \ )' E-. PERMIT # ADDRESS: L i 5c C) L 57' FOLIO NUMBER: FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): t t:7d COST OF PROPOSED IMPROVEMENTS: 1 s1 # c C) 3 (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and lensed) : ro #45; 900, P . • VALUE OF PRINCIPAL STRUCTURE (attach appraisal)' 3I OWNERS SIGNATURE: l r s. DATE: / O l PLANREVIEWER: PLAN REVIEWER SIGNATURE: DATE: Created on June 2009 SUBSTANTIAL IMPROVEMENT / DAMAGE LIST (NOTE: THIS LIST IS INTENDED FOR GUIDANCE ONLY, AND IS NOT ALL INCLUSIVE) ITEMS TO BE INCLUDED ALL STRUCTUAL ELEMENTS, INCLUDING Foundations including; Spread footing, Continuous footing, isolated footing, piles and pile caps Slabs including; Monolithic, floating, elevated Walls including; Exterior walls, Bearing walls, Shear walls Beams, Tie Beams, Columns and Posts Wood decking, Floor and Roof Sheathing Trusses, Joist Windows /Doors ALL BUILDING ELEMENTS, INCLUDING Interior Partitions, Walls, Columns Drywall, Ceilings, Built in Furniture, Cabinets, Vanities All Fixtures Flooring, Tile, Carpet, Stone; Linoleum, ect. All Finishes including Drywall, Paint, Stucco Plaster, Paneling, Tile, Marble, and Moldings Roofing Material ALL HARDWARE ., ALL UTILITY and SERVICE EQUIPMENT HVAC Electrical System and Equipment Plumbing System and Equipment Security System and Equipment Central Vacuum System Plumbing Fixtures Lighting Fixtures and Ceiling Fans Water Systems including Softeners /Filtration Created on June 2009 ALSO: All Labor and other Costs associated with Demolition, Removing, Replacing, Installing Building or Altering Building Components . 4 -- Construction Management / Supervision Overhead and Profit Equivalent coat for: ,, Donated Materials Volunteer Labor (including owners and friends) Any Improvements Beyond Pre - damaged Condition, including; Utility Upgrades Code Upgrades ITEMS TO BE EXCLUDED Plans and Specifications Survey Costs Elevation Certificate Costs Permit fees Debris Removal Items not considered to be REAL Property Rugs, Furniture, Refrigerator, Appliances not Built -in Outside Improvements, Including; Landscaping Sidewalks Patios Fences Yard lights Sheds Gazebos Irrigation Pool ' Miami -Dade My Home My Home MiC-1177ida de ov Show Me: Property Information Search By: Select Item Text only Property Appraiser Tax Estimator la Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Folio No.: 11- 3205 - 019 -0250, Property: 1156 NE 101 ST Mailing RODOLFO R GOMEZ &W Address: SUSANA F Living Units: 10 SW SOUTH RIVER DR Adj Sq Footage: #808 MIAMI FL Lot Size: 33130- Property Information: Primary Zone: 1100 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 2/2 Floors: 1 Living Units: 1 Adj Sq Footage: 1,599 Lot Size: 8,775 SQ FT Year Built: 1950 $50,000/ $191,406 MIAMI SHORES SEC 8 City: REV PB 43-67 LOT 2 Legal BLK 177 LOT SIZE Description: 75.000 X 117 OR 18258 0970 08981 COC 23940- 448710 2005 6 OR 23940- 44871005 03 Assessment Information: Year: 2011 2010 Land Value: $127,439 t$105,961 $25,000 Building Value: $131,053 $131,878 Market Value: $258,492 $237,839 Assessed Value: $241,406 $237,839 Exemption Information: 2n; 2011 2010 ■ . _-. !m $25,000 $25,000 Taxing Authorlty: Exemption/ Taxable Exemption/ Taxable Taxable Value Information: Year: 2011 2010 Applied Applied Taxing Authorlty: Exemption/ Taxable Exemption/ Taxable Value: Value: Regional: $50,000/ $191,406 $50,000/ $187,839 County: $50,000/ $191,406 $50,000/ $187,839 City: $50,000/ $191,406 $50,000/ $187,839 School Board: $25,000/ $216,406 $25,000/ $212,839 Sale Information: Page 1 of 2 Tt- E TOOL- SELECT ei 111 Aerial Photography - 2009 0 110 ft My Home I Property Information I Property Taxes My Nelahborhood I Property Appraiser jiome I Using Our Site I Phone Directory I Privacy I Disclaimer If you experience technical difficulties with the Property information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. http: / /gisims2.miamidade.gov/MyHome /propmap.asp Legend Property Boundary Selected Property Street eiv Highway Miami -Dade County Water S 3/30/2012 Per it No: 12 -544 Job Name: April 3, 2012 Miami Shores Village Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) The product approvals submitted are incomplete. Several pages are missing (most). Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 RECEOVED PAR 202C? MECAWind Version 2.1.0.5 per ASCE 7 -10 . Developed by MECA Enterprises, Inc. Copyright 2012 www.meceenterprises.cam Date : 3/29/2012 Company Name :- Address : 11560 NE 101 STREET City : MIAMI State : FL File Location: C: \Program Fi1es\MECAWind \Default.wnd Directional Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Damping Ratio (beta) Alpha At Am Cc Epsilon Slope of Roof Ht: Mean Roof Ht RHt: Ridge Ht OH: Roof Overhang at Project. No. . Designed By . Description Customer Name : Proj Location : Procedure All Heights Building (Ch 27 Part 1) • 175.00 mph II Exposure Category = • N/A Flexible Structure = = 1.00 Kd Directional Factor = Eave _ 0.01 = 9.50 _ 0.11 = 0.15. • 0.20 • 0.20 = 2.07 : 12 • 11.50 ft 14.00 ft 2.00 ft 55.00 ft 2 Bldg Length Along Ridge = Zg Bit Bm 1 Zmin Slope of Roof(Theta) Type of Roof Eht: Eave Height Roof Area C No 0.85 = 900.00 ft • 1.00 0.65 = 500.00 ft 15.00 ft • 9.78 Deg = Gabled • 9.00 ft = 3237.00 ft" Bldg Width Across Ridge= 54.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq. >1 Hz) use 0.85 Gust Factor Category.II Rigid Structures - Complete Analysis Mn: 0.6 *Ht lzm: Cc *(33 /Zm) ^0.167 Lzm: 1 *(Zm /33) ^Epsilon Q: (1/(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 Gust2: 0. 925*(( 1+ 1.7 *lzm *3.4 *Q) /(1 +1.7 *3.4 *lzm)) = 0.85 = 15.00 ft = 0.23 = 427.06 ft = 0.92 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11 -1 Internal Pressure Coefficients for Buildings, GCpi = +/ -0.18 GCPi : Internal Pressure Coefficient figure 27.9- 1 'E'xternal Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems B Kh: 2.01 *(Ht /Zg) ^(2 /Alpha) Kht: Topographic Factor (Figure 6 -4) Qh: .00'256 *(V) ^2 *I *Kh *Kht *Kd. Cpww: Windward Wall Cp(Ref Fig 6 -6) Roof Area Reduction Factor based on Roof Area 0.85 = 1.00 = 56.57 psf = 0.80 = 3237.00 ftA2 0.80 MWFRS -Wall Pressures for Wind Normal to 55 ft wall (Normal to Ridge) Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) Leeward Wall -0.50 Side Walls -0.70 -34.22 -43.84 -13.86 -23.48 Wall Elev Kz Kzt' qz Press Press Total. Shear Moment ft psf +GGpi -GCpi + / -GCpi Kip K -ft Windward 14.00 0.85 1.00 56.57 28.28 48.65 62.51 48.13 336.93 + + + Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward+Windard) acting on bldg walls. Note that the shear & moment don't consider loads on roof or'end gable. Roof - Dist from.Windward Edge Cp Pressure Pressure + GCpi(psf) - GCpi(psf) 0.0 ft to 5.8 ft 5.8 ft to 11.5 ft 11.5 ft to 23.0 ft 23.0 ft to 54.Oft -0.90 -0.90 - 0.50 - 0.30 -53.46 -53.46 -34.22 -24.61 -33.09 -33.09 -13.86 -4.24 MWFRS -Wall Pressures for Wind Normal to 54 ft wall (Along Ridge) Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) Leeward Wall -0.50 Side Walls -0.70 -34.05 -13.68 -43.84 -23.48 Wall Elev Kz Rat qz Press Press Total Shear Moment ft psf +GCpi -GCpi + / -GCpi Kip R -ft Windward 14.00 0.85 1.00 56.57 28.28 48.65 62.33 47.12 329.86 Note: 1) Total =.Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward +Windard) acting on bldg walls. Note that the shear & moment don't consider loads on roof or end gable. Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf) - GCpi(psf) 0.0 ft to 5.8 ft 5.8 ft to 11.5 ft 11.5 ft to 23.0 ft 23.0 ft to 55.0 ft -0.90 -53.46 -0.90 -53.46 -0.50 - 34.2 -2 -0.30 -24.61 -33.09 -33.09 -13.86 -4.24 MECAWind Version 2.1.0.5 ASCE 7 -10 Developed by MECA Enterprises, Inc. Copyright 2012 www.mecaenterprises.com. Date : 3/29/2012 Project No. . • Company Name : Designed By . • Address : 11560 NE 101 STREET Description City MIAMI Customer Name : State : FL Proj Location : File Location: C: \Program Files \MECAWind \Default.wnd 2 x;22; 1 2 3r2►3312r Gable Roof ? <0< 45 Wind Pressure on Components and Cladding (Ch 30: Part 1) Width of Pressure .Coefficient Zone "a" = 4.6 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft ^2 GCp GCp psf psf 2 -23 SH 3.08. 3.16 9.7 .5 0.90 -1.40 61.10 -89.38 1 -23 SH 3.08 3.16 9.7 4 0.90 -1.10 61.10 - 72.41 1 -24 SH 3.08 4.25 13.1 4 0.88 -1.08 60.04 -71.24 1 1/2" 32 SH 2.16 2.16 4.7 4 0.90 -1.10 61.10 -72.41 2 -24 SH 3.08 4.25 13.1 4 0.88 -1.08 60.04 -71.24 2 -25 3.08 5.25 16.2 4 0.87 -1.06 59.22 -70.32 8.41' X 6' SH 8.41 6.00 50.5 4 0.79 -0.98 54.77 -65.39 2 -26 SH 3.08 6.16 19.0 4 0.86 -1.05 58.59 -69.63 1 -26 SH 3.08 6.16 19.0 4 0.86 -1.05 58.59 -69.63 1 -34 SH * 4.41 +- 4.25 18.7 4 0.86 -1.05 * 58.64 -69.68 +- 4.08' X 2.16 SH 4.08 2.16 8.8 4 0.90 -1.10 61.10 - 72.41 32" DR 2.67 6.67 17.8 4 0.86 -1.06 58.84 -69.91 Khcc:Comp. & Clad. Table 6 -3 Case 1 = 0.85 Qhcc:.00256 *V ^2 *Khcc *Kht *Kd = 56.57 psf 11 U1 BUILDING CODE COMPLIANCE OFFICE ( PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: 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.zov/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1500 Aluminum Fixed Window — L.M:I. APPROVAL DOCUMENT: Drawing No. W03 -57, titled "Series -1500 Aluminum Fixed Window (L.M.I.) ", sheets 1 through 7 of 7, prepared by Al- Farooq Corporations, dated 07/31/03 with revision D dated 03/26/08, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 06- 1201.05 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08- 0417.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -57, titled "Series -1500 Aluminum Fixed Window (L.M.I.) ", sheets 1 thru 7 of 7, prepared by Al- Farooq Corporations, dated 07/31/03 with revision D dated 03/26/08, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Large Missile Impact Test per FBC, TAS 201 -94 4) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 1500 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. k 1'L -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- 0308.05) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F °1L -3810, dated 05/16/03, signed & sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 0910.01) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a alum. fixed windows mulled together, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL -3819, dated 06/09/03, signed & sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 0910.01) E -1 Manuel Pe .E. Product Control er NOA No. 08- ' 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 Al- 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 Butaeite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated March 26, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated March 26, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL -5339, issued by Fenestration Testing Laboratory, Inc., dated February 7, 2008, signed and sealed by Michael R. Wenzel, P.E. G. OTHER 1. Notice of Acceptance No. 06- 1201.05, issued to ES Windows, Inc., for their Series 1500 Aluminum Fixed Window — L.M.I., approved on 02/01 /07 and expiring on 11/06/08. E -2 Manuel Pe. .E. Product Control finer NOA No. 0. -i 17.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. FROM ENDS O HEAD /SILL ;u11 MAY E = ��I�IL 4 r II II 1, II II I I 11 II — 11 / - _4= rj = n 1 II I II 1 ;1 -4 13 ^- _ - — • 44 3/8' D.L. OPG. SERIES -1500 ALUMINUM FIXED WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER MIAMI -DADE COUNTY APPR'D WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS ON SHEETS 2'k' 3: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDDTONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL•MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. TYPICAL ELEVATION MUNTINS USED THESE WINDOWS ARE RATED FOR LARGE MISSILE. IMPACT. SHUIILHa ARE NOT REQUIRED. Enpr DR. HIb1A F�. stPoJC UREE OA. C N -3338 APR 0 9 2008 PRODUCT REVISED eamplylug !biding with Oa F6erdda ceNo �. • Ob • Dam !lL i '% >c V c 0 1 5 2 drawing no. W03 -57 (sheet 1 of 7 GLASS TYPE 'A' 3/18° ANN. GLASS .055" [STERIAYER 'DUPONT SENTRYGLAS PLUS' 3/18" ANN. GLASS 3/18' ANN. GLASS .090' MITERlAYER ' DUPONT BUTACITE PVB' 3/18" ANN. GLASS SILICONE SILICONE DOW CORNING 795 DOW CORNING 785 FOAM TAPE GLASS TYPE 'B' ADHESIVE FOAM TAPE GLASS TYPE 'Si' GLASS TYPE 'C' GLASS TYPE 'Cl' DESIGN LOAD CAPACITY - PRY WINDOW DIMS. ANCHOR TYPES 'A' & 'C' ANCHOR TYPES 'B' & 'C' GLASS TYPE 'A' GLASS TYPES 'B' & 'BS' GLASS TYPES 'C', 'Cl & 'C2' GLASS TYPE 'A' GLASS TYPES 'B' & 11"C', GLASS TYPES 'Cl & '02' WIDTH HEIGHT EXI:( +) 1NL( -) EXL( +) TNT.( -) OR( +) INL( -) OR.( +) TNT( -) OR.( +) TNT.( -) EXT.( +) TNT.( -) 19 -1/8" 26 -1/2" 37" 48" 53 -1/8' 28' 70.0 70.0 70.0 90.0 710 80.0 70.0 70.0 70.0 90.0 70.0 80.0. W10 710 70.0 90.0 70.0 80.0 704 70.0 70.0 90.0 700 800 68.5 88.5 885 855 88.5 88.5 704 704 704 904 70.0 80.0 855 86.5 68.5 884 86.5 68.5 70.0 704 70.0 90.0 70.0 80.0 883 88.5 855 68.8 68.5 88.5 70.0 70.0 704 90.0 704 80.0 19 -1 /8' 26-1 /2" 37" 48' 53 -1/8" 38 -3/8' 70.0 70.0 70.0 904 704 804 704 70.0 704 904 704 80.0 682 85.2 95.2 85.2 85.2 852 70.0 704 704 904 704 80.0 46.7 48.7 48.7 48.7 48.7 46.7 55.1 98.1 70.0 910 70.0 80.0 454 45.0 410 454 45.0 45.0 85.7 817 70.0 80.0 70.0 804 454 454 45.0 45.0 410 450 86.7 85.7 704 904 70.0 80.0 19 -1 /8" 28 -1/2' 37' of 53 -1/8" 50 -5/8" 704 70.0 70.0 90.0 70.0 80.0 70.0 710 70.0 90.0 70.0 80.0 882 852 652 65.2 652 852 71.0 704 70.0 90.0 704 80.0 46.7 48.7 487 487 48.7 48.7 55.1 55.1 704 90.0 704 80.0 - - 384 384 38.0 384 - - 70.0 914 70.0 80.0 - - 34.1 34.1 34.1 34.1 - - 86.4 85.3 8114 75.9 19 -1/8• 28-1/2" 37" 48• 53 -1/8' 58' 704 70.0 70.0 904 704 80.0 70.0 70.0 70.0 90.0 70.0 80.0 852 882 552 852. 852 852 70.0 704 704 90.0 70.0 80.0 46.7 45.7 48.7 48.7 46.7 46.7 88.1 88.1 70.0 90.0 70.0 80.0 - - 38.0 36.0 36.0 38.0 - - 70.0 90.0 704 804 - - - - 323 325 - - - - 832 72.3 19 -1/8" 28-1/2" 37' 48' 53 -1/8" 83' 70.0 704 70.0 90.0 70.0 80.0 710 70.0 70.0 90.0 704 804 852 652 652 652 652 882 70.0 704 704 80.0 704 80.0 - - 48.7 46.7 46.7 46.7 - - 704 90.0 70.0 80.0 - - - - 38.0 38.0 - - - - 70.0 80.0 - - - - 325 325 - - - - 832 72.3 19 -1/8" 28 -1 /2" 37' 48' 53 -1/8" 74 -1/4' 70.0 70.0 70.0 904 70.0 804 704 70.0 70.0 90.0 70.0 80.0 852 852 85.2 952 65.2 852 70.0 70.0 70.0 904 70.0 80.0 - - 48.7 46.7 46.7 48.7 - - 70.0 90.0 70.0 80.0 - - - - 38.0 384 - - - - 70.0 80.0 - - - - 325 323 - - - - 632 723 NOTE GLASS CAPACRIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS). 5 /32" HEAT STREN'D. GLASS 450" INTERLAYER 'OUPONT BUTACITE P118' 1/4" HEAT STREN'D. GLASS SILICONE DOW CORNING 795 ADHESIVE FOAM TAPE GLASS TYPE 'C2' L nom; WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. GA5., DR. HUHAYO:AV FAR000 SIMUCRIRES FU 57 CAN. NPR 0 9 2008 PRODUCT REVISED in ptCCod with do Florida &Ming No Dag J.!(/ I V 7 Ss i 8 I drawing no. W03 -57 (sheet 2of 7 3 DESIGN LOAD CAPACITY - PIP DIMON LOAD CAPACITY - PSF U ' WINDOW DIMS. ANCHOR TYPES 'A' & 'C' ANCHOR TYPES 'B' & 'C' WINDOW DAIS. ANCHOR TYPES 'A' & 'C' ANCHOR TYPES 'B' & 'C' GLASS TYPE 'A' GLASS TYPES 'B' & 'B1' GLASS TYPES 'C', 'CI Sc 'CR' GLASS TYPE 'A' CLASS TYPES 'B' & 'B1' GLASS TYPES 'C', 'Cl & 'Ca' GLASS TYPE 'A' GLASS TYPES 'B' Sc Di' GLASS TYPES 'C', 'CI & 'Cr GLASS TYPE 'A' GLASS TYPES 'B' & 'BI' GLASS TYPES 'C', 'CI & 'C2' P ppp CI °' 8g ii Q' p tam gg 4 aC R 41.12 IL g ie4l 4 a $ I 0 WIDTH HEIGHT ERR.( +) 1NT.( -) EXT.(+) INr.( -) EXr.( +) 1Nr.( -) EIIT.( +) 1M.( -) EXT.( +) INT.( -) IXr.( +) 1Nr.(-) wiic74 - HEIGHT Exr.( +) ion..(-) E%T.( +) INT.( -) E%f.( +) 1n( -) E%T.( +) 1M.( -) EXT.( +) INT.( -) IXY.( +) INT.(-) 18" 24" 30' 38" 42' 48" 54" 80" ES' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 18' 24° 30° 36' 108' 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 - - 70.0 72.0 70.0 72.0 - - 70.0 90.0 70.0 80.0 57.8 57.6 57.6 57.6 57.8 57.8 70.0 70.0 70.0 90.0 70.0 80.0 - - - - 57.6 57.6 - - - - 70.0 80.0 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 - - - - 48.0 48.0 - - - - 700 80.0 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 18' 24' 30' 38' 120. 582 56.2 70.0 90.0 70.0 80.0 58.2 58.2 70.0 90.0 70.0 80.0 48.0 48.0 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 90.0 7100 80.0 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 - - - - 57.5 57.8 - - - - 70.0 80.0 48.0 48.0 48.0 48.0 48,0 48.0 67.3 67.3 70.0 90.0 70.0 80.0 - - - - 48.0 48.0 - - - - 70.0 80.0 18" 24" 30' 36" 42' 48' 54' 80' �• 70.0 70.0 70.0 80.0 70.0 80.0 70.0 70.0 70.0 80.0 70.0 80.0 70.0 70.0 70.0 720 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 57.8 57.6 87.8 57.8 57.6 57.6 70.0 70.0 70.0 90.0 70.0 80.0 W 1 L 48.0 48.0 48.0 48.0 46.0 48.0 70.0 705 70.0 90.0 70.0 80.0 J / j�.' ' i 41.1 41.1 41.1 41.1 41.1 41.1 80.0 80.0 70.0 90.0 70.0 80.0 - - 38.0 38.0 36.0 38.0 - - 70.0 90.0 70.0 80.0 WP I.. _ 'SERIES -1500 ALUMINUM FIXED WINDOW (LM.I.)1 E.S. WINDOWS 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 TEL (305) 840 -9857 FAX. (305) 593 -2074 - - 38.0 38.0 38.0 36.0 - - 70.0 90.0 70.0 80.0 - - 36.0 36.0 38.0 36.0 - - 70.0 90.0 70.0 80.0 18" 24" 30' 36' 42" 48" 54' 90" 60" 70.0 70.0 70.0 90,0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 .MATE:: WIDTH AND LENGTH DIMENSIONS CAN 8E ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 70.0 70.0 70.0 720 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 579 57.6 57.6 57.8 57.6 57.8 70,0 70.0 70.0 90.0 70.0 80.0 48.0 48.0 48.0 48.0 48.0 48.0 67.3 67.3 70.0 90.0 70.0 BOA - - 41.1 41.1 41.1 41.1 - - 70.0 90.0 70.0 80.0 - - 36.0 38.0 36.0 36.0 - - 70.0 90.0, 70.0 80.0 - - - - 32.0 32.0 - - - 82.2 71.1 - - - - 28.8 28.8 - - - - 58.0 84.0 18' 24' 30' 36' 42' 48' 54" 60' ' 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 r 70.0 80.0 57.8 57.6 57.6 57.9 57.8 57.6 64.2 64.2 70.0 90.0 70.0 80.0' - 48.0 48.0 48.0 48,0 - - 70,0 80.0 70,0 80.0 - - - 41.1 41.1 - - - - 70.0 80.0 - - - - 38.0 36.0 - - - - 70.0 80.0 d88CV DtI011 rREV. PER SCCCCOMMENTS CHARTS REV. SHAPES ACCEO - - - - 32.0 320 - - - - 622 71.1 - - - - 28.8 28.8 - - - - 56.0 84.0 18' 24' 30' 38' 42' 48" 8V 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 70.0 110.0 70.0 600 - - 57.5 57.6 - 57.8 57.8 - - 70.0 90.0 70.0 80.0 - - - - 48.0 48.0 - - - - 70.0 80.0 - - - - 41.1 41.1 - - - - 70.0 80,0 - - - - 36.0 38.0 - - - - 70.0 80.0 111111 a�ii�lii0. �A�/i��, 18' 24" 30' 38' 42" 48' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 720 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 - - 57.8 57.6 57.8 57.8 - - 70.0 90.0 70.0 80.0 - - - - 48.0 48.0 - - - - 70.0 80.0 - - - - 41.1 41.1 - - - - 70.0 80.0 o li �. .--. 1 r--. k - - - - 38.0 38.0 - - - - 70.0 80.0 18' 30' 36' 42° 98" 70.0 70.0 70,0 90.0 70.0 80.0 70.0 70.0 70.0 90,0 70.0 80.0 - - 70.0 72.0 70.0 720 - - 70.0 90.0 70.0 80.0 F P4l.�Qi STRUCTURES 0.541 8857 . .APR 0 7008 PRODUCT REVISED we complying with the FbrldA $ddieg Curie moll° ! %' . -'• 06 .41 ,- - - 87.8 57.6 87.8 57.6 - - 70.0 90.0 70,0 80.0 - - - - 48.0 48.0 - - - - 70.0 80.0 - - - - 41.1 41.1 - - - - 70.0 60.0 drawing no. W03 -57 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -02/04 (3 SEC. GUSTS). (sheet 3 of 7 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; sL1: Ltiv. FOR SPACING TYPE 'A'— 3/16* TAPCONS INTO 28Y WOOD BUCKS OR WOOD STRUCTURE 1 -3/8° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY $/16" TENS OR SELF DRILLING SCREWS (GRADE 5 CRS1 INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (6083 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE °B'— 1/4" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8° MIN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SUS OR SELF ORIWNG SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy ■ 36 KS1 MIN.) ALUMINUM : 1/8' THK. MIN. (6083 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED TYPE °G'— PIL.SMS—C1B_SELEMILLIKLICEUMS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) ANCHOR EDGE DISTANCES; INTO CONCRETE AND MASONRY = 1 -3/8" MIN. INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE = 1/2' MIN. __M NT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUM COLOR SILICONE. End STRUCTURE; � �G N. t iris% MSS h .ul!d:T rt c ^5•:) Eels/Aug Cade Daft APR 0 9 2008 0 8 c 2 GS cn a 1 0 8 8 8 I drawing no. W03 -57 (sheet 4of 7 ) • WINDOW WIDTH ITBM PART # 4UANTPfy DESCRIPTION MATERIEL MANF. /SOPPI1RB/BEMARBH 1 69001 4 WINDOW FRAME 6083 -15 - 2 62000 -8 OPDONAL GRAZING STOP 6083 -78 - 3 028002 4 FRAME COVER (OPTIONAL) 6083 -75 - - 4 in S 1 AS READ. ASSEMBLY SCREWS CRS PH SMS 5 - 2/ LITE SETTING BLOCK NEOPRENE 7/18' K 3/18' 2 3-1/2' LONG 6 F52000 -10 OPTIONAL GLAZING GASKET SOFT PVC - 7 61805 - FLUSH FRAME ADAPTER 8063 -T5 OPTIONAL Ear: STRUCTURES FaK100 PRODUCT REVISED FUL f 16557 trhU�Fie®f� CAN. B35 graliergeride Zee O Y: v 0 f ^� • : 1 `R- i• drawing no. W03 -57 (sheet 5Of 7 FRAME GLAZING STOP (OPTIONAL) FRAME COVER (OPTIONAL) BULB VINYL (OPTIONAL) FLUSH FRAME ADAPTER 0.142 .126 ALUM CORNER LOCK (Ro83 -T5) Enge: Oa. 1.119MYOUN FAROOO STRUC1URES 7 APR 0 9 2008 A gn ZJ 8 I 3 D s a I 8 I drawing no. W03 -57 (sheet B of 7 ) aam 07 -31-53 (UPON 1/2' . 1• ET. to MOD ONN. Mt revisions: fto date by 4esoriptlon C 11.11.06 .SHAPES AWED 0 0326.06 NO CHANGE 102 SHEET 1 I' SERIES -1500 ALUMINUM FIXED WINDOW (LM.L) E.S. WINDOWS 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 TEL. (305) 640 -9857 FAX. (305) 593 -2074 MIAMI, FLORIDA 33174 AL— FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 3.235 S.W. 67 AVE TEL. (306) 2648100 FAIL (flab) 262$976 �s COMP- ANL \W03 -57ESW 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 (AM). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 2000 /2050 Aluminum Horizontal Sliding Window- L.M.I. APPROVAL DOCUMENT: Drawing No. W03 -75, titled "Series- 2000 /2050 Alum. Horiz. Sliding Wdw. (L.M.I) ", sheets 1 through 9 of 9, prepared by Al-Farooq Corporation, dated 08/27/03 with revision "E" on 06/25/09, signed and sealed by Arshad Vigar, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 08- 0527.13 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. 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.nov/buiidinacode DADE COUNTY APPROVED NOA No. 09- 1008.06 Expiration Date: November 06, 2013 Approval Date: December 23, 2009 Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -75, titled "Series- 2000/2050 Alum. Horiz. Sliding Wdw. (L.M.I)" Sheets 1 through 9 of 9, prepared by Al- Farooq Corporation, dated 08/27/03 with revision "E" , dated 06/25/09, signed and sealed by Arshad Vigar, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a series 210 horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5811, dated 02/16/09, signed and sealed by Michael R. Wenzel, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3)•Waier Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3,2.1, TAS 202 -94 along with marked -up drawings and installation diagram of series 2000 aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -5475, dated 12/20/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA #08- 0527.13) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of series 2000 aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -5338, dated 01/17/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA #07- 0928.13) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, AS 201 -94 E -1 r,e ! _. Manuel Perez, P . . Product Control Exa t e NOA No. 09- 1008.16 Expiration Date: November 06, 2013 Approval Date: December 23, 2009 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED. B. TESTS (CONTINUED) 4. 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -3809, dated 06/16/03, signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA #03- 0910.02) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -3804, dated 05/15/03, revised & reissued by Fenestration Testing Laboratory dated 08/10/06, all signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA #03- 0910.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 07/30/09, signed and sealed by Arshad 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 Butaeite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated August 5, 2009 signed and sealed by Arshad Viqar, P.E. G. OTHERS 1. Notice of Acceptance No. 08- 0527.13, issued to ES Windows LLC for their Series 2000 Aluminum Horizontal Sliding Window -- L.M,I., approved on 07/ + 08 and expiring on 11/06/13. E -2 Manuel P P.E. Product Coutro + or NOA No. 0 008.06 Expiration Date: November 06, 2013 Approval Date: December 23, 2009 1/8" ANN. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' 1/8" ANN. CLASS 1/8° HEAT STREN'O. GLASS .0900' INTERLAYER 'DUPONT SENTRYCLAS PLUS' 1/8' HEAT STREN'D. GLASS SILICONE SILICONE DOW CORNING 795 W DOW CORNING 798 GLASS TYPE 'A' 1/8' ANN. GLASS .090° INTERLAYER 'DUPONT BUTACITE PVB' 1 /8° ANN. GLASS SILICONE DOW CORNING 795 GLASS TYPE 'Al' 1/8" HEAT STREN'D. GLASS 090' INTERLAYER 'DUPONIT BUTACITE PW' 1/8" HEAT STREN'D. GLASS GLASS TYPE 'B' GLASS TYPE 'B1' 3/16" ANN. GLASS .090° INTERLAYER ' DUPONT SENTRYGLAS PLUS' 3/16' ANN. GLASS a, m SLICONE DOW CORNING 795 6° MAX. HEAD/SILL CORNERS 111' II I 33 1/2" D.L. OPG. 37 5/8° VENT WIDTH THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 5/32" HEAT STREN'D. CLASS .090" INTERLAYER ' DUPONT BUTACITE PVB' 1/8' HEAT STREN'D. GLASS SILICONE DOW CORNING 795 GLASS TYPE 'C' GLASS TYPE 'D' 5/32" HEAT STREN'D. GLASS .090° INTERLAYER 'DUPONT SENTRYGLAS PLUS' 1/8' HEAT STREN'O. GLASS SILICONE DOW CORNING 795 0 GLASS TYPE 'E' 33 3/8' D.L. OPG. TYPICAL ELEVATION SERIES 2000 1 33 1/2" FALSE MUNTINS - (SURFACE APPLIED) MAY BE USED D.L OPG. 37 5/8° VENT WIDTH SERIES - 2000/2050 ALUM HORIZ. SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED IO STEEL /METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. E: A , • P6WDUCT RP.vJR$D FLA, PE $18883 CAN. {_maw LAMINATED GLASS LARGE MISSILE IMPACT SEP 14 Z009 z g ai 8 3 a uC s c° B 4 'I S u S IL drawing no. W03 -75 (sheet I of g WINDOW WIDTH 10" MAX. ® HEAD /StIl I 1 1 II I- =1,11.-_,==.11.-... _- II ,1 t t�' p N / li i i ' - I - , ,r-- 1 t1 111 / it i/ . . ii>,, 11 i. - T r - - 1— 11- i ti t ,I ,1 1t o Ii II t� t tr s i i1 t; / 4 Ji - -- 11 __1L L__ _ -r r II 1 t� I ti 1, .11 II I 33 1/2" D.L. OPG. 37 5/8° VENT WIDTH THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 5/32" HEAT STREN'D. CLASS .090" INTERLAYER ' DUPONT BUTACITE PVB' 1/8' HEAT STREN'D. GLASS SILICONE DOW CORNING 795 GLASS TYPE 'C' GLASS TYPE 'D' 5/32" HEAT STREN'D. GLASS .090° INTERLAYER 'DUPONT SENTRYGLAS PLUS' 1/8' HEAT STREN'O. GLASS SILICONE DOW CORNING 795 0 GLASS TYPE 'E' 33 3/8' D.L. OPG. TYPICAL ELEVATION SERIES 2000 1 33 1/2" FALSE MUNTINS - (SURFACE APPLIED) MAY BE USED D.L OPG. 37 5/8° VENT WIDTH SERIES - 2000/2050 ALUM HORIZ. SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED IO STEEL /METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. E: A , • P6WDUCT RP.vJR$D FLA, PE $18883 CAN. {_maw LAMINATED GLASS LARGE MISSILE IMPACT SEP 14 Z009 z g ai 8 3 a uC s c° B 4 'I S u S IL drawing no. W03 -75 (sheet I of g S3SL -£OM \" INY -M103 ) ,,,,� aces -zaz tit xV4 CO B vez Woe) -I.aa bLTEE VaiaOld IWYIIM 3AV 28'M•s 9= ANIWdO13A90 lO lGOad $ �133N1ON3 e NOLLVagdaOO bOO*vi- 1/ [CrNi) •MCI 'MIME •280H rimy 092/0012-S ES Litt-mg Nos) lom sut -Nm Nos).-13.L 991££ •14 VOW 4# Jibe '3AV ZL 'M'N OZZE 011 'SMOCMM 'S'3 $UO!S1 G . a4 'VP °c OM -:AR •m) i _ c .o .I =d✓1 '5 O to -a-so mwvL a 3 DESIGN LOAD CAPACITY - PSM (XO OR OX SIZES) SERIES 2000/2050 1. Lt,0888880888 }} F I l l g g q q q q q q q q q o $ q o 8888R.288.82 o q o 0 0 0 q 0 0 0 0 0 0 0 R. 0 0 0 0 0 0 8.se 0 0.0 „�„ po aD oq o all 8 0 G0 m m p0 U0 8 8 p0 p0 8 8 p0 p0 8 8 po pc 0 8 o{ 0q 8 8 po pO 8 8 po eo 8 8 pq po 8 a0 C0 Co m 0 pO ao m 8 p0 0 m 8 0 ;maw m m O 8� po Gq 8 m Cq oq oo 8 8 8 0 8d 0 0 d 88888888q 0 q q„ 88188 q o o80 0 o g 8 88 o q 888888888880 o q o o q q q q q o n o ;;; q o ;g 0 o f:P.P.£'.°.IO.RnoRR q o q q o q o o 1 RR; g q q q P.P.2P.[: q o q o ;P.RRP.P.P.O.P.P.�o.o. o qg q q q q q o o q o STD. MTG. RAIL GLASS TYPE 'AI' GLASS TYPE 'BI' CLASS TYPE 'C' 0 3�$ o 0 0 0 0 3�$�88$88ffi' Hai g o 0 o q m o o g 'ME q q q 8 g q >3888°,S88S$8i q q q o q o q q E-'; n o a o ;;;;P o q q q o g q q q o q q q q q q q q q o ;;;P 0 8 00 80 o $ q p oo 1 Q y n Ip8 pap9 ilium: 1 I o 0 °n ;; 0 0 O 0 0 G o 0 q n o o• o ;; o I O m m ed i g 1 n q o C n o q g R; q q g q G o n 1� o q qO 1� 1+ oo G 0 t� 1� p 0 o n r q o h n ♦ ry /! < 1 4 M V I O N M V O N M WO n M e N n M 4001,444 m n M e 0 m n M e m m n 1 m \ \ a^ \ P d A \ h \ Y NM q n \ h \ � 1 . + tma M 1O! \ n \ d 6 p ♦ tr r N D in N O C : IN t . q 8 R DESIGN LOAD CAPACITY - PSIl (XOX SIZES) SERIES 2000/2050 WINDOW DIMS. A STD. MTG. RAH, H.D. MTG. RAIL GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'Al' GLASS TYPE '51' GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'Al' GLASS TYPE 'B1' GLASS TYPE 'D' GLASS TYPE 'E' WIDTH HEIGHT 800.(+) 84T.( -) EXT.( +) 904-) EXT.(*) IM.( -) EXT.(4) INT.(-) 74' 108 -1/4" III" 26 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 74' 106 -1/4' 111' -3/8" (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 IO 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 80.0 74° 108 -1/4" III° 80 -5/8 (4) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 909 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 t0 - - - - - - 80.0 90.0 74° 106 -1/4' 111° 83^ {5} 7 45.4 51.9 70.0 90.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 10 - - - - - - 80.0 90.0 72' 84° 98' 108" 24' (2) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 9 70.0 80.0 70.0 90.0 70.0 800. 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 72' 84" 98° 108" 38" (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 80.0 72" 84' 98° 108' 48° (4) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 .90.0 72' 84' 88" 108' 80" (0) 7 54.2 81.9 70.0 90.0 70.0 80.0 90.0 90.0 8 47.9 54.4 70.0 90.0 70.0 80.0 80.0 80.0 9 - - 70.0 83.9 70.0 80.0 80.0 90.0 10 - - 70.0 78.7 70.0 78.7 80.0 90.0 A n NO. OF ANCHORS PER HEAD & SILL () NO. OF ANCHORS PER JAMB STD. SILL WITHOUT RISER r (1/3W) S (1 /3W) (1/3W) OPERATING VENTS TO SE 1/3 OF THE WINDOW WIDTH LOST EXT.( +) LOADS TO 53.3 PSF UNLIT SILL H LOADS RTO 70.0 PSF so). LT0. BM4 2-2000 8TD. MTS. HAI4 2-2080 H.D. LTG. 869. 5-2000 ID -RISE SILL WITHOUT RISER ItD. WM. 9616 5-2050 DESIGN LOAD CAPACITY -- PSF (XOX SIZES) SERIES 2000/205D WINDOW DIMS. A STD. MTG. RAIL B.D. MTG. RAIL GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'Al' GLASS TYPE 'DI' GLASS TYPE 'C' CLASS TYPE 'D' GLASS TYPE 'Al' GLASS TYPE 111' GLASS TYPE 'D' GLASS TYPE 'E' WIDTH HEIGHT EXT.(+) so.(-) EXT.(+) INT.(-) EXT.(+) 917.(-) EXT.( +) INT.(-) 74° 108 -1/4' 111" 28° (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 74° 108 -1/4° tit° 38 -3/8° (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 - - 70.0 90.0 70.0 80.0 80.0 90.0 tO - - - - - - 80.0 80.0 74° . 50-5/8' 7 - - 70.0 90.0 70.0 80.0 80.0 90.0 74' 83) 7 - - - - - - 80.0 90.0 72° 84" 98° 108° 24' (2) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 81.0 80.0 90.0 72' 84° 98° 108° 39' (3) 7 70.0 81.0 70.0 90.0 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 - - 70.0 90.0 70.0 80.0 80.0 80.0 72" 84" 98" (4) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 - - 70.0 909 70.0 80.0 81.0 90.0 9 - - - - - - 809 90.0 72" 80' (5) 7 - - 70.0 90.0 70.0 80.0 80.0 90.0 H1-RISE L WITH RISER LIMIT EXT.(4) LOADS TO 68.7 PSF UNIT EXT.((+)) LOADS TO 80.0 PSF A = NO. OF ANCHORS PER HEAD & SILL () m NO. OF ANCHORS PER JAMB (1 /4W) 4 (1 /2W) (1 /4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 Env: Aug NOAJ1 6t. t1 SEP 1 4 2009 z gt gq1 es F 0 Q 0 P 1 01 ,8 71 o�F 888 U P u drawing no. W03 -75 (sheet 3 of 9 ) TYPICAL ANCHORS SEE ELEV. FOR SPACING IBY WOOD BUCK • MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4° DIA. ULTRACON BY 'ELCO' (Fu =In KS. Fy -155 K51) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES t -3/8° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090°) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T8 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE = 3/4° MIN. CONCRETE Fe = 3000 PSI MN, C -90 HOLLOW/FILLED BLOCK I'm m 2000 PSI MIN. SEALANTS; FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SILICONE. WEEPHOLES; W1 1- 13/16" X 1/4° WEEPHOLES AT 3° FROM EACH END WITH PLASTIC BAFFLE W2 = 1/4" WEEPHOLE AT TOP & BOTTOM RAIL 1° FROM EACH END gi gi 4 TYPICAL ANCHORS WI SEE ELEV. FOR SPACING SERIES -2000 SERIES -2050 N bo 6 D SEP 1 4 2089 (sheet 4 of 9 ) TYPICAL ANCHORS SEE ELEVS. FOR SPACING ALT. 0 ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 ES1003 1 FRAME HEAD 6063 -TB - 2 652001 1 STD. FRAME SILL 6063 -T6 - 2A 652012 1 RI -RISE FRAME SILL 6063 -T8 - 3 ES2003 1 FRAME JAMB 8083 -16 - 5 ES1005 If VENT FIXED RAIL (S- 2000) 6063-16 - 58 651051 1/ VENT FIXED RAIL (S- 2050) 6063 -16 - 8 ES1G04 1/ VENT STD. VENT MEETING RAIL (5 -2000) 6063 -T6 - 6A 652004 1/ VENT H.D. VENT MEETING RAIL (5- 2000) 6063 -T6 - 86 6$1052 1/ VENT STD. VENT MEETING RAIL (S -2050) 6063 -T6 - BC ESIO53 1/ VENT H.O. VENT MEETING RAIL (5- 2050) 6063 -T6 - 7 ES1007 2/ VENT TOP AND BOTTOM RAIL 8083 -T8 - 8 E51006 1/ VENT JAMB STILE 6063 -T5 - S E$2008 AS REGD. GLAZING BEAD 6083 -T5 - 10 662002 1 511.1. TRACK INSERT 6083 -T5 - 11 E52011 AS R EDD. STO. SILL RISER 6063 -T5 - 12 ES1009 2/ VENT SPRING LOADED VENT LATCH 8063 -T6 AT 8" FROM ENDS 12A 51203 2/ VENT SWEEP LATCH ZAMAK AT 11° FROM ENDS, BY INTERLOCK 12B #8 X 1' 2/ LATCH LATCH INSTALLATION SCREWS - FM SILS 13 631012 1/ LATCH VENT LATCH SPRING ST. STEEL - 14 C18251N AS REGD. FOAM FILLED FABRIC WSTRIPPING - SCHLEGEL 14A W23221NG AS REOD. FIN SEAL PILE W'STRIPPING - ULTRAFAB 15 #8 X 1° AS 6600. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 18 #8 X 3° 2/ VENT FIX. RAIL. SILL SCREWS (STD. SILL END) CRS P.R. SMS 16A #10 X 4° 2/ VENT FIX. RAIL SILL SCREWS (RI-RISE S81 ENO) CRS P.H. SAS 17 62321110 AS 8600. VENT & FIX. RAIL W'STRIPPWO - ULTRAFAB 18 W23291NG AS RECD. FRAME JAMB W STRIPPING - ULTRAFAB 19 WP18L -100 2 BAFFLE - M & M PLASTICS 20 #6 X 1/2" 2/ BAFFLE BAFFLE SCREW - F.H. SMS 21 ES1010 AS REDO. GLAZING CASKET SOFT PVC - 22 ES2007 4/ VENT ROLLER HOUSING & GUIDE PLASTIC - 23 ES2006 2/ VENT ROLLER BRASS /ST. ST. - 24 652005 2/ VENT ROLLER PIN ST. STEEL - 25 - 1/ WEEP OPEN CELL FOAM PAD - 1" X 3/4" X I° LONG 26 - 1/ VENT 5/16" BOX SCREEN - OPTIONAL 27 651505 - FLUSH FRAME ADAPTER 6063 -T5 OPTIONAL —W9RSHA9 ROAR • COAL ;FLA. PE, 38883 SEP Y 4 2009 NIVADUCT libilitsgCodf ,i/i3,t•�4r* FA 1.7 O D 0 C 5 0 ryg drawing no. W03 -75 (,sheet 5 of 9 • • l /4' MAX. SHIM METAL STHUCNRE VENT WIDTH VAX, SHIMS P •IBy WOOD BUCK TYPICAL ANCHORS TV SEE ELEV. • FOR SPACING TYPICAL. ANCHORS SEE ELEV. FOR SPACING XO LAYOUT OX OPPOSITE HEAVY DUTY v.v TYPICAL ANCHORS SEE ELEV. FOR SPACING XOX LAYOUT U" n J A g O C J O • drawing no. W03 -75 (sheet 6 of 9 ) Max. WOOD 8 VENT WIDTH CD e VENT WIDTH 1 /a° MAX. SHIMS p v SCREEN OPT. EXTERIOR WINDOW WIDTH XOX LAYOUT MIAMI -DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH 1 WINDOW WIDTH HEAVY DUTY TYPICAL ANCHORS SEE ELEV. FOR SPACING Pb ¶8Y WOOD BUCK SERIES -2050 VENTS WITH SWEEP CATCHES .�e Eng*: m014 HOAR Fes/ • CA.N. XSIS SEP 1 4 2009 V O c; 8 To8 8 8 S 8 5 aid drawing no. W03 -75 (eheat 7 of 9 ) .887 -�( .837 2.D83 oat 2.083 l 062 �w ` +Y COMP- ANL \WU3 -75E51 j .873.1 IF }_ 2.330 I.-1.p 242 t.aaz .082 1.344 ao3 J-- .06 I I.- .14791 715 AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 137 AVE MIAMI, FLORIDA 33174 1EL.(309) 264.8100 FAX. (305) 262 -8978 t.2� RAIL 1.130 } •9 1.130 •,, 0 VENT 1.434 .813 I 9 � GLAZING BEAD STD. MEETING STD. MEETING 930.1 TOP /BOTTOM RAIL 1.280 RAIL 1.421 - 2.188 .082 9 9 .78Q Is!) SERIES-2000 ® SERIES -2080 .930 U FRAME - 1.400 . HEAD 1.122 2.063 2.063 .078 .082 .082 .982 I 1.718 IJI �. .983 1.148 -888 - 1.230 .9 1.630 91 1.830 .813 2.996 082 • 2.379 .813 489 © 1.280 JAMB STILE CI VENT LATCH J ICSERES- 2000/2950 ALUM HON. sum wat (LMi.)J11 ES. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 TEL. (305) 624 -7775 FAX. (305) 624 -7777 :.. - 1.250 .. 1.250 .77 0 2.190 's62 H.D. MEETING RAIL ® SERIES-2000 H.D. MEETING RAIL ® SERIES -2080 (gy" 2.130 -i. J• 1rI 2�-J M-- 2.1 t3 - 1.675 --1 2.181 .994 �. -2.288 © FLUSH FRAME ADAPTER 2.392 - 082 � 111: 2.888 I 2.330 1.212 b 992 1.212 ® .082 1.250 FIXED SERIES -2000 RAIL ® .082 1.290 FIXED RAIL SERIES -2050 .992 1.718 -. .983 .078 - I I I.-.969-.1 ® FRAME JAbtB .813 3.437 .078 082 TYP. 2.816 .500 desarpton �^ ND CHOSE THIS SHEET_ .048 - .450 2.500 it a Q nS ��pp R 4 gaS ��pp R g1 2 3� ® HI -RISE FRAME SILL t t SILL RISER g 6 a V G W 'q ` '8u� v 3 .188 --1I Ip- I I .o6a .250 En4r. • Pi.A. 1'E 38863 C.A.N. SEP 14 2009 PW1IMD :. , /.,.: ► +17#4' !'� rep i ; .:±+�, , .c " � .328 .3412 1.098 TRACK .543 0 SILL i drawing no. W03 --75 f 2t BULB .2so VINYL (sheet 8 of 9) Gala 03 -27-03 ono dote by description 0 05.12.05 GENERAL REVISION SERIES-2000/2050 ALUM HOW. SLIDING WOW. (LMJ.)) E.S. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 MIAMI, FL 33166 IEL (305) 624 -7775 FAX (305) 624 -7777 AL -FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. S7 AVE MIAMI, FLORIDA 33174 TEL (305) 26448200 FAX (305) 2626978 err COMP- ANL \W03 -75E5 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E.S. Windows, LLC 10653 NE Quaybridge Ct. Miami, F1.33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "3000" Aluminum Outswing French Doors w Iwo Sidelites APPROVAL DOCUMENT: Drawing No. W04 -51, titled "series -3000 Alum Outswing French Doors (LMI) ", sheets 1, 2, 2.1, 2.2 through 6 & 6.1 of 7, prepared by Al- Farooq Corporation, dated 06 -10-04 and Iast revised on MAR 25, 2010, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Limitation: 1. Lower Design Pressures of Door, sidelites, hardware, glass and threshold options shall control. 2. See sheet 2.1 for single sidelite and sheet 2.2 for doors with sidelites options LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09- 0825.04 consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamiadade.gov /buildingcode nanec• APPROVED NOA No 09- 1217.03 Expiration Date: September 16, 2014 Approval Date: May 05, 2010 Page 1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 09- 0825.04) 1. Manufacturer's die drawings and sections. 2. Drawing No. W04 -51, titled "series -3000 Alum Outswing French Doors (LMI) ", sheets 1 , 2, 2.1, 2.2 through 6 & 6.1 of 7, prepared by Al- Farooq Corporation, dated 06 -10 -04 and last revised on MAR 25, 2010, signed &sealed by Javad Ahmad, P.E. B. TESTS Test reports on 1) Air infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Lo. cling per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawing and installation diagram of aluminum outswing French door w/ Sidelites, prepared by Fenestration Testing Laboratory, Inc., No. FTL -5938, dated 10/01/09, signed and sealed by Julio E. Gonzales, P.E. Note: This test report has been revised, reviewed, signed and sealed on 03/29/10 by Jorge A. Causo, P.E. 2. Additional Test Reports: Test reports issued by Fenestration Testing Laboratory, Inc Test report No(s) Y1'L -3947 & FTL -3955 per TAS 201, 202 & 202 -94, dated 02/04/04, both signed and sealed by Edmundo J. Largaespada, P.E. and test report No. FTL -5164 per TAS 201/203 -94, issued by Fenestration Testing Laboratory, Inc, dated 08/01/07, signed & sealed by Carlos S. Roinda, P. E. (transferred from file # 09- 0825.04) C. CALCULATIONS (transferred from file # 09- 0825.04) 1. Anchor verification calculations and structural analysis, prepared by Al Farooq Corporation, dated 12/08/09 signed and sealed by Arshad Vigar, P.E. . 2. Glazing complies w/ ASTME- 1300 -02 & -04 D. QUALITY ASSURANCE BY: 1. Miami -Dade County Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.05- 1208.02 issued to E.I. DuPont DeNemours for "Butacite PVB Interlayer ", expiring on 12 -11 -2010 2. Notice of Acceptance No. 09-0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for. their "DuPont Sentry Glass® Interlayer ", expiring on 01/14/12. F. STATEMENTS 1. Statement letter of conformance and "No financial interest "issued by Al- Farooq Corp., dated 03/25/10, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated April 15, 2010, issued by Fenestration testing lab, signed & sealed by Jorge A. Causo, P. E. 3. Laboratory compliance statements, part of the above referenced test reports. G. OTHER 1. This NOA revises NOA # 09- 0825.04, expiring September 16, 2014. 2. Test proposal No(s) #09 -0225 dated 06/17/09, # 06 -0411 dated 07/31/07 & 02/06/06 approved by BCCO. t t 7 LLJs Ishaq I. Chanda, P.E. Product Control Examiner NOA No 09- 1217.03 Expiration Date: September 16, 2014 Approval Date: May 05, 2010 E -1 146 3/8° (4) ANCHORS AT MTG. STILES AND MULLION ENOS 6' MAX. FRAME WIDTH. 33 11/16° 73' 33 11 /16° FR. HEAD & SILL FRAME HEAD & SILL FR. HEAD & SILL 6° SURD FALS MAY 3° 8 3° 3' HEAD /SILL CORNERS �_ OI : 1' ) _ ^`i OI 3° }1. 1 I �i I I a I - O T 2:11'1 y' \ I~ / / i JJ1/ /tl ® - - =aF / I / 1 \\ 1 \ \ \\ \ LOCK OPTIONS SEE SHEET, 2 FOR CAPACIIY �t _ ll ti I IX____ jr/' __ _ __ I I __ ii I+.---- II II II II it _ II II • II u II ©ii / / / / / II \ II \ Oii \ 4 N, . "Y • I I 11 S/16° , ACTIVE I I I 28 3/16° ` ' INACTIVE —� 29 5/16° e 1 29 �� I I{ I1 12° - b MAX. Di. OPG. 33 5/16° D.L. OPG. 'ILL 36 13/16' D.L. OPG. 33 5/16° OXX SERIES -3000 ALUM OUTSWING FRENCH BOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. SIDE CITES CAN BE ON ONE OR BOTH SIDES OF DOOR. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. INSTRUCTIONS; USE CHARTS AS FOLLOWS. ACE APPLIED E MUNTINS BE USED 8 (4) ANCHORS AT MTG. STILES 6° MAX. HEAD /SILL CORNERS 76° FRAME WIDTH 73' FRAME HEAD & SILL 3° - 1,1 II 1 3' LOCK OPTIONS SEE SHEET 2 FOR CAPA(XT�Y i2 \ INACTIVE PIVOT HINGES SEE SHEET 2 FOR CAPACITY BUTT HINGES SEE SHEET 2 FOR CAPACITY TYPICAL ELEVATIONS TESTED UNITS STEP t DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY. BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 FOR SINGLE (X) AND DOUBLE MO DOOR CAPACITIES SEE SHEET 2. USE LOWER VALUES FROM GLASS. HINGES. LOCK AND FRAME SILL OPTIONS USED. STEP 3 FOR SIDELDE PANEL (0) CAPACITY SEE SHEET 2.1. STEP 4 STEP 5 FOR SIDELITE COMBINATION WITH DOOR OR =ELITE SEE MULLION CAPACITY CHART ON SHEET 2.2. THE LOWEST VALUE RESULTING FROM STEPS 2. 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. 1 17 1 28 3/W D.L OPG. (XX) 12' MAX. HEAD SILL NOTE: FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF AND EXPOSED ON ACTIVE LEAF SEE DETAIL G ON SHEET 5. THESE PRODUCTS ARE RATED FOR LARGE & SMALL MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. F JAVAD OWL PRODUCT REVISED PE 1 70592 98 RHVISI� CAN. 3536 Building tOFtotiAa A copnc No 9 / Expiration Data Mi`oMiami Dade ° AMAR 24 2010 P' ` "°" V w 8 0 n 0 0 S a d B u o u 1' I a drawing no. W04 -51 sheet 1 of 7 FRAME WIDTH FRAME WIDTH 'X' DOORS DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) / A \ o-- / /a- \\ 'A', 'B & '0' AO v \ OPTION '1' \ / / OPTION '2' \ \\ INT. (-) EXT. ( +) o / /w, 'X' DOORS DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) FRAME HEIGHT INCHES FRAME WIDTH INCHES GLASS TYPES HINGES LOCKS 'A', 'B & '0' 'C' & 'F' 'E' OPTION '1' OPTION '2' OPTION '1' OPTION '2' EXT. ( +) INT. (-) EXT. ( +) INT. ( -) EXT. ( +) INT. (-) EXT. ( +) INT. (-) EXT. ( +) NT. ( -) EXT. ( +) NT. (-) EXT. ( +) INT. ( -) 95 -3/4 37 -1/2 70.0 80.0 90.0 90.0 100.0 120.0 90.0 90.0 100.0 120.0 70.0 80.0 100.0 120.0 39 -5/8 - - 90.0 90.0 100.0 120.0 90.0 90.0 100.0 120,0 70.0 80.0 100.0 120.0 NOTE: LOWEST VALUE SELECTED FROM OPTION WILL APPLY. 'XX' DOORS DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) FRAME INCHES FRAME WIDTH INCHES GLASS TYPES HINGES LOCKS 'A', 'B & 'D' 'C' & 'F" 'E' OPTION '1' OPTION '2' OPTION '1' OPTION '2' EXT. ( +) INT. (-) EXT. (+) INT. ( -) EXT. (+) NT. (-) EXT. (+) .INT. (-) EXT. (+) INT. (-) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) 95 -3/4 71 -3/4 70.0 80.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 70.0 80.0 90.0 90.0 78 - - 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 70.0 80.0 90.0 90.0 HINGES; OPTION Al' THREE PIECE ALUM BUTT HINGE BY 'ES. WINDOWS' (3) HINGES PER LEAF AT 11' FROM TOP & BOTTOM AND AT MIDSPAN FASTENED TO DOOR FRAME AND LEAF WITH #10 X 1' FH SMS (8) SCREWS AT FRAME, (5) SCREWS AT LEAF OPTION A2: FACE MOUNT 2 WING PIVOT HINGE BY 'MASTER ACCESSORIES' WITH EXTRUDED ALUMINUM BASE, DIE CAST ALUMINUM COVER PLATES. ST. STEEL PIVOTS AND GALV. STEEL BRUSHES AND SCREWS F(2A) HINGES PER LEAF AT 12" FROM TOP & BOTTOM STENED TO DOOR FRAME AND WITH 5/16 -24 X 1" FH MS (2) PER WING P.L. OPENINGS' D.L.O. HEIGHT LEAF HEIGHT - 8.1875' (STD. HOT. RAIL) D.L.O. HEIGHT LEAF HEIGHT - 11.9375° (HI RISE BOT. RAIL) O.L.O. WIDTH LEAF WIDTH - 8.625' WIDTHS: NOMINAL WIDTH FRAME WIDTH LEAF WIDTH DAYUTE GPO. 2/6 (X) 31 -1/2' 28- 11/18" 20 -1/16' 3/0 (X) 37 -1/2" 34- 11/18' 26 -1/18" 3/4 (X) 39 -5/8' 38- 13/18" 28 -3/16' 5/0 (XX) 59 -3/4' 28- 11/18' 20 -1 /16 6/0 (XX) 71 -3/4" 34- 11/18" 26 -1/16' 8/4 (XX) 76' 36- 13/18' 28 -3/18° NOTE: DOOR WIDTH AND HEIGHT MUST COMPLY WITH EGRESS REQUIREMENTS PER FBC WHERE REQUIRED. HEIGHTS: DAYUTE GPO. NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT STANDARD BOTTOM RAIL HI- PROFILE BOTTOM RAIL 8/8 79 -3/4" 77 -1/4' 89- 1/18' 85 -5/18' 8/0 95 -3/4' 93 -1/4' 85 -1/18" 81 -5 /16' LOCKING HARDWARE; ACTIVE LEAF; OPTION 81' SURFACE MOUNT DEAD BOLT LOCK BY 'YALE' AT 45' FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 1/4 -28 X 2 -1/2' OH MS LEVER TYPE METALLIC HANDLE AT 37' FROM BOTTOM, FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) #8-32 X 1 -3/4' PH MS. CONCEALED FLUSH BOLTS BY 'SULLIVAN. & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, LOCATED AT 12" FROM TOP AND BOTTOM FASTENED TO LOCK STILE WITH #8 X 3/4' FH SMS (2) SCREWS PER BOLT OPTION A2.• 3 POINT LOCK SYSTEM BY 'INTERLOCK' AT 39° FROM BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) #8-32 X 2° OH MS INACTIVE LEAF CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 12" FROM TOP AND BOTTOM FASTENED TO LOCK STILE WITH #8 X 3/4" FH SMS (2) PER BOLT NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 WATER INFILTRATION LIMITATIONS; WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS STD. SILL = +70.0 PSF (X & XX DOORS) HI -RISE SILL = +90.0 PSF (XX DOORS) +120.0 PSF (X DOORS) STD. SILL Engr: JAVA0 AMMAN FLA. PE U7_0592 CAN. 3938 MAR 2 b 2010 HI -RISE SILL 2. PRODUCTREVISED Butl�� the Florida Expiration Dino WM \s)aA 1 I-L a'" ' Miami Dads rod= Control Division fo z �W °1 LR re D LL go N Q4 O4m 41110 C S 0 S Bd 8 d CV Sd A drawing no. W04 -51 (sheet 20t 7 ) (sheet Mot of 7 ) FRAME WIDTH (0) STATIONARY PANEL (0) OR SIIIELITES DESIGN LOAD CAPACITY - P58' FRAME HEIGHT FT. /IN. FRAME WIDTH INCHES GLASS TYPES 'A'. B'. 'D' 'C'. 'B' 'F' EXT. (+) TNT. ( -) EXT. ( +) INT. ( -) EXT. ( +1 TNT. (-) 6/8 42 70.0 80.0 90.0 90.0 90.0 90.0 7/0 39 70.0 80.0 90.0 90.0 90.0 90.0 8/0 36 70.0 80.0 87.6 87.8 90.0 90.0 D.L. OPENINGS; D.L.O. HEIGHT = LEAF HEIGHT - 8.1875" (STD. SOT. RAIL) D.L.O. HEIGHT = LEAF HEIGHT - 11.9375" (HI RISE SOT. RAIL) 0.L.0. WIDTH = PANEL WIDTH - 4.000" 3/16" H.S. GLASS .090" INTERLAYER. 'DUPONT SENTRYGLAS PLUS'.. 3/18" H.S. GLASS m S :0 SILICONE DOW CORNING 795 S .rt GLASS TYPE 'A' 1/8' H.S. GLASS .090' INTERLAYER 'DUPONT SENTRYGLAS PLUS' 1/8' H.S. GLASS SILICONE DOW CORNING 795 g GLASS TYPE 'E' a N 3/18' H.S. GLASS 1/8" H.S. GLASS .090' INTERLAYER .090' INTERLAYER DUPONT BUTACITE PV8' ' DUPONT SUTACRE P58' WATER INFILTRATION LIMITATIONS; WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS STD. SILL +70.0 PSF HI -RISE SILL = +90.0 PSF 3/16" H.S. GLASS 1/8" H.S. GLASS SILICONE / DOW CORNING 795 11 GLASS TYPE 'R' SI STD. SILL SILICONE DOW CORNING 795 GLAZING OPTIONS GLASS TYPE 'C' S h 1/8' H.S. GLASS .090" INTERIAYER 'DUPONT BUTACITE PV8' 5/32" H.S. GLASS AI -RISE SILL SILICONE DOW CORNING 795 GLASS TYPE NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 En9r. JAVAD AMMO CML FLA.0.A.PEN. 1 0892 MAR 2 b 2010 PRODUCT REVISED asaaniplying with Building Coda Ore Florida FxphatlonDaW ,Q3[Af By ` ;D�1r roaUI 4%4 Miami 08twt � Control ifmki Z RI 0 w a FAR. (305) 624 -7777 a a U 0 8 51 1 z a 0 C 8 0 I B drawing no. W04 -51 E e O V A N 01 0 e 4 0 V P iJ 10 1 41 8 V V. r - O z 6 yt 0 o m . ?ii N w 4.S. , s. ".. 65.0 Ir 82.4 o :: to 88888888 8 b o 0000b 0 80.0 80.0 000 z O w 0 0 0 0 0 e e b 0 0 0 0 0 0 b= 'v TO MULLION REINFORCED SE1oE800o0000b00VS00io o b b o b b o 0 o b o b b b o 0 o b b o� t";g cq m� 0 g FRAME HEIGHT 0 /. r........� / \ O I// `%'N N / 7O \ r - RRJ ■/ ■ / E 0 L 10Z'Z16e46 mMC 06 -10-04 Gr. br HAMM 088. M+ revisions: ho C ,F dole 00.17.07 00.14.09 11.23.00 03.12.10 by i' description COMMENTS REV. PER BCCO COMMENTS GLASS b' & 0070. RAU. ADDED UPDATED FOR 2007 FRC GENERAL 000. W.V. PER BCCO COMMENTS SERIES -3000 ALUM OWNING FRENCH DOOR (LMJ.J E.S. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 TEL. (305) 624 -7775 FA%. (305) 624 -7777 AL- FAROOQ CORPORATION ENGINEERS at PRODUCT DEVELOPMENT 2.238 S.W. S7 AVE MIAMI, FLORIDA 33174 7E0.. (306) 26482.00 FAX. (308) 282-6978 COMP- ANL \W04- 51ESW) a f C /. E 0 L 10Z'Z16e46 mMC 06 -10-04 Gr. br HAMM 088. M+ revisions: ho C ,F dole 00.17.07 00.14.09 11.23.00 03.12.10 by i' description COMMENTS REV. PER BCCO COMMENTS GLASS b' & 0070. RAU. ADDED UPDATED FOR 2007 FRC GENERAL 000. W.V. PER BCCO COMMENTS SERIES -3000 ALUM OWNING FRENCH DOOR (LMJ.J E.S. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 TEL. (305) 624 -7775 FA%. (305) 624 -7777 AL- FAROOQ CORPORATION ENGINEERS at PRODUCT DEVELOPMENT 2.238 S.W. S7 AVE MIAMI, FLORIDA 33174 7E0.. (306) 26482.00 FAX. (308) 282-6978 COMP- ANL \W04- 51ESW) a f C / O' / N w 4.S. , s. ".. \ ■ \ \`�;% / / E 0 L 10Z'Z16e46 mMC 06 -10-04 Gr. br HAMM 088. M+ revisions: ho C ,F dole 00.17.07 00.14.09 11.23.00 03.12.10 by i' description COMMENTS REV. PER BCCO COMMENTS GLASS b' & 0070. RAU. ADDED UPDATED FOR 2007 FRC GENERAL 000. W.V. PER BCCO COMMENTS SERIES -3000 ALUM OWNING FRENCH DOOR (LMJ.J E.S. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 TEL. (305) 624 -7775 FA%. (305) 624 -7777 AL- FAROOQ CORPORATION ENGINEERS at PRODUCT DEVELOPMENT 2.238 S.W. S7 AVE MIAMI, FLORIDA 33174 7E0.. (306) 26482.00 FAX. (308) 282-6978 COMP- ANL \W04- 51ESW) a f C (L ;of ;says (dot: o8-10-04 mole. 3/8' - I• 14t. ky"• NAAIID CH4. M: ns: n0 o e V escrlp Ion C 0&17.07 REV. PER RECD COMMENTS GLASS 7Y & ROM RAIL ADDED D 08.14.09 NO CHANGE THIS SHEET E 11.23.08 GENERAL REV. �03.12.10 REV. PER BCCO COMMENTS J„ E.S. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 TEL (305) 624 -7775 FM. (305) 624 -7777 AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1236 S.W. 87 AVE MIAMI. FLORIDA 333.74 TEL. (308) 284 -8100 FAX. (306) 2628978 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE DST. MIAMI —DADE COUNTY APPROVED MULLION & MUWON ANCHORS SEE SEPARATE NOA WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING Sys Em AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: sEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 KSI. Fy=199 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONG. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 914 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MUWONS (MIN. THK. 1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD. SILL OR JAMBS f'c . 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUMINUM COLORED SILICONE. Engr: 4AV *MAD CIVIL FLAANPS /7_0992 C. asn MAR ' 5 2010 asc mplying thewflb Plod& Building Cede 0 Expirstka Data M t D.d. coJOAJ W l Z 1 0 2 U 1 5 a z I drawing no. W04-51 sheet 4 of 7 ) 110 X 3/4" SMS M 6" FROM ENDS & 14' O.C. MAX. INTERIOR EXPOSED FLUSH BOLTS AT 10" FROM EACH END CONCEALED FLUSH BOLTS AT 10" FROM EACH END IN -ACTIVE LEAF (FLUSH BOLTS AT ACTIVE AND INACTIVE LEAFS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCK 1/4" MAX. SHIM SPACE FRAME WIDTH OPTIONAL SEE SHEET 2REINFORCING .2 FOR CAPACITY .98" X 2' X .98" X 1/8' FULL LENGTH STL CHANNEL (STEEL TO BE PAINTED OR PLATED) EXTERIOR ( OXXO ) OPTIONAL TRIM OPTIONAL REINFORCING SEE SHEET 2.2 FOR CAPACITY .98' X 2' X .96" X 1/8" FULL LENGTH STL CHANNEL (STEEL TO BE PAINTED OR PLATED) ( 0 -0 ) m EXTERIOR (x) Env JAVA') AMMO OVAL FLA. PE 1__7592 CAN. rise AAR 1 x010 PROIXICTRBVISED Ba• nding 8Lh tl 0I41w d5 PAPao• tnce No Kan• n 1>�Pmd Coning Division 0 a 0 .0 _ B k 8 8 I drawing no. W04 -51 (sheet 5 of 7 ) (sheet 6o1 7 ) ITEM # PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 E53001 -1 1 FRAME HEAD 6063-T6 - 2 ES3001 -2 2 DOOR FRAME JAMB 6063 -T6 - 3 E53002 -1 I FRAME SILL (STANDARD) 6063 -T5 - 3A ES3025 t FRAME SILL (18 -RISE) 6083 -T9 - 4 ES3003 -t AS REDO. SIDELITE ADAPTER 6063 -T8 - 5 ES3004 AS REDO. SHEAR PLATE 0 ANCHOR LOCATIONS 6063 -16 3" LONG 8 E53005 -1 2/ LEAF TOP AND BOTTOM RAIL 6063 -75 - 8A ES3024 2/ LEAF HI- PROFILE BOTTOM RAIL 6063 -T5 - 7 E53006 -1 1/ LEAF DOOR LEAF JAMB - HINGE SIDE 6083 -T6 - 8 ES3007 -1 1/ LEAF DOOR LEAF - LOCK SIDE 8083 -T9 - 9 E53007 -2 1/ LEAF DOOR LEAF - KEEPER SIDE 8063 -TB - 10 ES3006 -1 AS RECD. SIDELITE STILE 6063 -T5 - 11 F8- 1202 -914 2/ LEAF EXPOSED FLUSH BOLT STEEL SULLNAN & ASSOCIATES 12 FB -1202 -914 2/ LEAF CONCEALED FLUSH BOLT STEEL SULLNAN & ASSOCIATES 13 ES3011 AS REDD. JAMB TRIM 6063 -T5 OPTIONAL 14 ES3012 1 SILL COVER 6063 -T6 - I5 ES3013 2/ LEAF WEATHERSTRIP ADAPTER 6063 -T5 - 16 ES3014 -1 4/ PANEL PANEL CLAMP - 6063 -TB - 17 ES3003 -3 3/ LEAF HINGE ASSEMBLY 6063 -T6 SEE SHEET 2 17A - 2/ LEAF PIVOT HINGES - SEE SHEET 2 19 - - DOOR LOCK (SAVANNAH 2OISL) - YALE 20 - - DEAD BOLT LOCK (PREMIER) - YALE 21 W22321NG AS READ. FIN -SEAL PILE W'STRIPPING - ULTRAFAB 2? ES3020 AS REDO. BULB WEATHERSTRIPPING VINYL AT SIDELITE PANELS 23 - 1/ HINGE HINGE REINFORCING BAR ALUMINUM 1- 1/4"X1/8"X4 -1/4" LONG 24 - AS REDD. HINGE REINFORCING BAR ALUMINUM 1/8" THK. X 7 -7/8" LONG 25 - 2/ LEAF 3/8" DIA. THREADED ROD W/ NUTS STEEL - 26 - AS READ. FRAME ASSY. SCREWS - #10 PAN HEAD SMS 27 - AS REDD. MULLION REINFORCING CHANNEL A35 STEEL - 28 E54014 AS REDD. BOTTOM RAIL GLASS STOP NEOPRENE - 29 ES4019 AS REDD. PANEL SILICONE STOP NEOPRENE - 30 - AS REDO. 3/B" DIA. X 1/8" HT. BUMPER SILICONE FRANK LOWE RUBBER CO. 31 ES4013 AS REDD. WEDGE GASKET - - 32 ES3022 2/ STILE FLUSH BOLT BRACKET 6063 -T5 - 33 - 2/ BIT. BRACKET INSTALLATION SCREWS - #10 X 1" FH SMS 34 0/LON AS REDD. DOOR PANEL W'STRIPPING - SCHLEGEL Engn JAVA0 AHMAD CWIL RA PE i 70592 CAN. 3636 �p 2 20111 PRODUCTRBVLSED as complying with the Florida Building Cods A,wapisnes No *Mt ExpittmionDae - .Ielsf By `SDedo1<tCOSOd Division l cc Q LL og ogggi o o rI 1 3 N a a 0 U drawing no. W04 -51 .361 b b 2.125 0.379 1 e -� v •Y ( COMP— ANL \W04- 51ESW1 1.900 4.000 r-/.779 f.779 2.290 8 2a 8 i t lls If ZZZ W i 1 n il � I1 ' .688 .225 .10$ 37 WEDGE GASKET (SCALE t:t) 0.312 -7_ .078 0t 20 FRAME HEAD + '888 I.-2.016 /JAMB 2.125 3350 2.000 1 . G 0 r I -078 1 1.608 .388 .OW� -t- I T I•�1.500 i6 WEATHERSTRIP ADAPTER .395 2.674 © SHEAR PLATE 545E-L1;111. II m ® O Q+ 0 HD 3.375 1m-- 1.750 1.000r- [sNs -3000 Pam ammo Frspcx DOOR (ua.))1)I E.S. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 TEL (305) 624 -7775 FAX. (305) 624 -7777 4.000 C) JAMB TRIM .045 .892 (OPTIONAL) .078 3.500 2 � • O O 0 I I U ii © .913 n 3 PIECE HINGE .250 1.112 590 TOP /BOTTOM RAIL .125 •ate 1.931 2.674 076 395 b ) 2.000 t ( ___ to PANEL CLAMP 27 REINF. MULLION CHANNEL 4 .750 i O U n u a GLASS . & BOTT. RALL ADDED NO CHANGE THIS SHEET J 1 g i Ta a 2.000 913 ..- -621 .490 • - .. o-.145 2.183 .078 1.500 i• 3.350 0 SIDELITE ADAPTER 1.750 zaso .078 - 1 .913 .062 14 -q 1.145 7.750 .094 to SIDE LITE STILE .479 I .927 b- SILL COVER i 6 11;: 6' 88P- W P- 4.000 03 FRAME SILL (STD.) 0 1.954 _�� a $ - F 0 8 4.625 .094 .913 4.000 y 1.984 .51lRH 50 -0. -- 7.149 o- .062 Env:.AYAD WAD CM. FIA C..A.N 70592 -" �A / 5 2®10 osooniplylogy.iilalhoElorida A .490 - 583 T (1 1.730 .590 nMat7t:�/ir -ra nxpltellnnareldl3Er!^ � l Mine Division 4.000 .rte drawing no. W04 -51 .094 ® HINGE STILE 913 ,- .078 08 90 LOCK STILE /KEEPER STILE 0 HI- PROFILE I II W- 1.750-.1 BOTTOM RAIL 4.000 ® FRAME SILL (HI -RISE) [sheet 6.101 7] 0 2 e \ =J c 4 0 t P AOla: 06 -10 -04 ) 8091•1 3/8' a l') (dV• br HNC/ (Chic. by. revisions: no dote by description 8 06.21.06 NO CHANGE THIS SHEET C 08.17.07 NO CHANGE THIS SHEET 0 08.14.06 NO CHANGE TH12 SHEET E 11.23.09 GENERAL REV. F 03.12.101 REV. PER OCCO COMMENTS SERIES -3000 ALUM OUTSWING FRENCH OOOR {L.MO.) LS. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 TEL. (305) 624 -7775 FAX. (305) 624 -7777 AL- FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 1238 S.W. 87 AVE MIAMI, FLORIDA 33174 �+ TEL (306) 264 -8400 FAX (SOB) 2626878 C COMP— ANL \W04 -51ESW 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 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/buildingcode 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 ART (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 ART 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.L APPROVAL DOCUMENT: Drawing No. M04-04, titled "Aluminum Tube Mullions ", sheets 1 through 8 of 8, prepared by AL- Farooq Corporations, dated 04/26/04 and last revised on September 28, 2009 w/ revision "E", signed and sealed by Arshad Vigar, P. E., bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. 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 renews NOA No. 06-0913.05 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. 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. (Submitted under previous NOA 04-0712.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al Farooq Corporation, dated 09/01/09, signed and sealed by Arshad Viqar, P. E. Complies with ASTM E1300 -02/ 04 D. QUALITY ASSURANCE 1. Miami-Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated August 21, 2009, signed and sealed by Arshad Vigar, P. E. 2. Laboratory compliance letter for Test Report No.'s FTL -3810, FTL -3819 and Y1 L-3820 issued by Fenestration Testing Laboratory, Inc., dated May 16 and June 09, 2003, signed and sealed by Joseph Chan, P. E. (Submitted under pr. evious NOA 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 exp • n 09/16/09. E -1 Jaime Gaston, P Chief, Product Control Division NOA No. 09- 0825.03 Expiration Date:. September 16, 2014 Approval Date: November 10, 2009 MUWON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI —DADE COUNTY APPROVED IMPACT AND NON — IMPACT RESISTANT PRODUCTS. RECTANGULAR _ ALUMINUM TUBE MULLION$ USING MUWON PROPERTIES ONLY NOTES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF 14 FLORIDA BUILDING CODE 2007 EDTDON INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). AU. GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE APPUCABLE BUILDING CODE REQUIREMENTS I.E: WINO 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 LIS TED, SPACED AS SHOWN ON DETAILS. EM8EDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. 10.E ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING MIT NOT LOWED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALT. MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4, 2411.3.3.3 AND 2326. INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 STEP 2 STEP 3 STEP 4 STEP $ DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE MIAMI —DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MUWON AS PER PRODUCT APPROVAL USING CHARTS ON SHEET 3 SELECT MUWON 512E WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 5 THRU 8 AND ANCHOR CHARTS ON SHEET 4. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. MULLIONS CONTAINING TYPICAL GLAZING PRODUCT$ HORIZONTAL OR VERTICAL, SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING C igr: ARSHAD MOOR CAAL PIA. PE f 38883 CAN. 3538 01 2009 PRODTICTLSBNEWED osenniplytnswith the Florida BaildingCodo Aoomitince ifs 8Y • K Dtvr. an ALUMINUM TUBE MULLIONS 0 0 a 0 v 0 O 3 0 0 0 0 e 0 0 B 4 0 t 8 drawing no. M04-04 sheet 1 of 8 1.000 .,ZS 1.000 �2.000��,.125 2.000- -{�.250 I 1� c 4.000 .323 6.000 ..- .125 ,.000 I 1.125 4.000 - .125 1.000 I .125 MIAMI, FLORIDA 331.74 TEL (368) 384 -100 FAX. (306) 2628978 2.000 --^� I� -.125 -� 3 3.000 .338 5.000 -+" -f ..- .125 6.000 3.000 .125 125 .338 .323 1 X 3 CUSTOM MULLION 1 X 4 CUSTOM MULLION 1 X 3 STD. MULLION 6063 -T6 X 4 STD. MULLION 6063 -T6 r___-2.000----Li..125 6063 -TB 2.000- 1�.125 6063 -T6. 2.000 }I .125 ALUMINUM TUBE MULLIONS E.S. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 , TEL. (305) 624 -7775 FAX. (305) 624 -7777 J 2 X 5 STD. MULLION 2 X 6 STD. MULLION 6063 -T6 2 X 6 HEAVY MULUON 4.000 .125 3.000 -" °'.125 6063 -T6 6083 -16 8 1.--2.030--PI Ed = MN. EDGE GIST. 1/2' FOR 1/4' DIA. ANCHORS 5/8' FOR 5/16' DIA. ANCHORS ANGLE CLIP / -/ Ed. 2 X 3 STD. MULUON 2 X 4 STD. MULLION 6063 -T5 6063 -T6 6063 -76 c CA� 3 S a01 a 6v 1� oa REV. PER SCCO cOMMENis JU - .720 - 1.690 .156 11?. - 1.405 - 3.250 .125 - 2.000 2.750 m vsad ° S & ry `m'' ^138 g., 3.750 NOTCH] OPTIONAL \ Ed IAN. EDGE qST. 1/2' FOR 1/4' DIA. ANCHORS 5/6• FOR 5/16" DIA. ANCHORS MULLION CLIP ---I 1 / � Ed. E 2<moo WI 4.500 NOTCH OPTIONAL Ed = MIN. EDGE DIST. 1 /T' FOR 1/4" D1A. ANCHORS \/ 5/8" FOR 5/16" DIA. ANCHORS MULLION CLIP 6063 -T6 � / / 1/2" TIP. Ed. s A S tl $ ^ g$ ^ '� ^ • Engn a � HOAR RA. fi3 PRODUCT RENEWED a: ccm,l,lyirq with the Florida Rwld'tt Coria Aorce: ,00 No r • ', v ;, •JC" fP'`�( drawing no. M04 -04 . . z l4i -' OCT 01 2009 tAiaaf�ade P...i .... 'N,,i >taa (sheet 2 of 8 6063 -T6 La V 1• IV MULUON \M04 -04ESW DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. ST D . 1STD. 1 X 9 CUSTOM I X 4 CUSTOM STD. STD. HEAVY WINDOW DIMS. 1�3 IST 4 1 X 3 CUSTOM 1 X 4 CUSTOM STD. STD. HEAVY WINDOW DIMS. STD. ISID. CUSTOM CUSTOM STD. STD. HEAVY AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 2238 B.W. 37 AVE MIAMI. FLORIDA 33174 TEL (308) 2848100 FAX. (305) 2626978 STD. STD• �3 2S D. STD. STD. WIDTH (W) MULL SPAN 9IDTH ( W ) MULL SPAN WIDTH (w) MULL SPAN 19 -1/8" 26 -1/2" 30' 37" 42' 48" 54" 60' 68' 72' 38 -3/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19 -1/8" 26 -1/2" 30' 37" 42" 48' 54" 60" 66' 72" 74 -1/4° 74.6 140.9 115.1 150.0 150.0 150.0 19 -1/8° 26 -1/2" 30" 37" 42° 48° 54" 60° 66' 72" 120" - 37.9 27.3 55.3 96.7 146.1 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 53.8 101.7 83.1 150.0 150.0 150.0 - 27.3 - 39.9 69.8 105.5 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 47.5 89.8 73.4 150.0 150.0 150.0 - 24.1 - 35.3 61.7 93.2 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 38.5 72.8 59.5 148.9 150.0 150.0 -. - - 28.6 50.0 75.5 138.8 149.6 150.0 150.0 150.0 150.0 150.0 150.0 33.9 64.2 52.4 131.2 150.0 150.0 - - - 25.2 44.1 66.5 122.3 130.9 150.0 150.0 150.0 150.0. 150.0 150.0 29.7 511 45.9 03 114.8 150.0 150.0 - - - 22.0 36.5 58.2 107.0 116.3 150.0 150.0 150.0 150.0 150.0 150.0 28.4. 49.9 40.8 102.1 135.2 150.0 - - - - 34.3 51.8 95.1 104.7 150.0 150.0 150.0 150.0 150.0 150.0 23.8 44.9 38.7 91.6 121.7 150.0 - - - - 309 46.6 85.6 95.2 150.0 148.8 150.0 150.0 150.0 150.0 21.6 40.8 33.4 83.5 110.6 150.0 - - - - 28.0 42.3 77.8 87.3 140.1 134.6 150.0 150.0 150.0 150.0 - 37.4 30.6 76.5 101.4 150.0 - - - - 25.7 38.8 71.3 19 -1/8" 26 -1/2" 30' 37" 42" 48° 54" 80' 66' 72" 50 -5/8' 150.0. 150.0 150.0 150.0- 150.0 150.0 two 19 -1/8" 26 -1/2' 30" 37" 42" 48° 54" 80" 68° 72' 84" 51.5 110.1 79.5 150.0 150.0 150.0 19 -1/8" 26 -1 /2" 30" 37" 42' 48" 54" 80' 86' 72" 132" - 28.5 20.5 41.6 72.7 115.6 150.0 138.2 150.0 150.0 150.0 150.0 150.0 150.0 37.2 79.4 57.4 116.1 150.0 150.0 - 20.5 - 30.0 52.5 83.4 150.0 120.3 150.0 150.0 150.0 150.0 150.0 150.0 32.8 70.2 50.7 102.6 143.5 150.0 - - - 26.5 46.3 73.7 135.4 97.6 150.0 150.0 150.0 150.0 150.0 150.0 26.6 58.9 41.1 83.2 116.4 150.0 - - - 21.5 37.6 59.7 109.8 1 85.9 138.0 132.6 150.0 150.0 150.0 150.0 23.4 50.1 38.2 73.3 102.5 135.6 - - - - 33.1 52.6 96.7 ALUMINUM TUBE MULLIONS E.S. WINDOWS. LLC 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 TEL (305) 624 -7775 FAX. (305) 624 -7777 75.2 120.8 116.0 150.0 150.0 150.0 150.0 20.5 43.6 31.7 64.1 89.7 118.6 - - - - 29.0 46.1 84.6 66.8 107.3 103.1 150.0 150.0 150.0 150.0 - 39.0 28.2 57.0 79.7 105.6 - - - - 25.7 40.9 75.2 60.2 96.6 92.8 141.2 150.0 150.0 150.0 - 35.1 25.3 51.3 71.8 95.1 - - - - 23.2 36.8 67.7 54.7 87.8 84.4 128.4 150.0 150.0 150.0 - 31.9 23.0 48.6 65.2 86.4 - - - - 21.1 33.5 61.5 50.1 80.5 77,3 117.7 150.0 150.0 150.0 - 29.2 21.1 42.7 59.8 79.2 - - - - - 30.7 56.4 19 -1/8" 28 -1 /2' 30" 37" 42' 48" 54" 80" 86" 72" 58" 143.8 150.0 150.0 150.0 150.0 150.0 150.0 19 -1/8" 26 -1/2° 30" 37° 42" 48' 54" 60' 88" 72" 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' 68° 72" 144' - 21.9 - 32.0 56.0 89.0 150.0 103.8 150.0 150.0 150.0 150.0 150.0 150.0 24.9 53.4 38.4 78.0 124.4 150.0 150.0 - - - 23.1 40.4 84.3 118.0 91.7 147.2 141.4 150.0 150.0 150.0 150.0 22.0 47.2 34.0 68.9 109.9 145.6 150.0 - - - 20.4 35.7 56.8 104.3 74.3 119.3 114.7 150.0 150.0 150.0 150.0 - 38.2 273 55.9 89.1 118.0 150.0 - - - - 28.9 46.0 844 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 88.4 134.5 150.0 150.0 150.0 - 29.5 21.2 43.1 68.7 91.0 150.0 - - - - 223 35.5 65.2 50.9 81.8 78.6 119.5 150.0 150.0 150.0 - 26.2 - 38.3 61.0 80.9 148.6 - - - - - 31.5 57.9 459 73.6 70.7 107.6 150.0 150.0 150.0 - 23.6 - 34.4 54.9 72.8 133.7 - - - - - 28.4 52.1 41.7 88.9 84.3 97.8 136.8 150.0 150.0 - 21.4 - 31.3 49.9 66.2 121.6 - - . - - - 25.8 47.4 38.2 61.3 58.9 89.6 .125.4 150.0 150.0 - - - 28.7 45.8 60.7 111.5 - - - - - 23.6 43.4 [ 19 -1/8' 28 -1/2" 30' 37' 42" 48" 54" 60" 66' 72" 63° 121.8 150.0 150.0 150.0 150.0 150.0 150.0 19 -1/8' 28 -1/2" 30" 37" 42' 48" 54" 60° 66' 72" t08" 24.2 51.9 37.4 75.9 132.7 150.0 150.0 13365 5RO 396460 ON UO %CUOSSO C 1 $ 2 c g 7. 9 .k $g °4d lR y S 3 88.0 141.2 135.7 150.0 150.0 150.0 150.0 - 37.5 27.0 54.8 95.8 130.2 150.0 ARCHES BE INSCRIBED INSIDE RECTTAANGULAR SHAPE HORIZONTAL 4UWON 77.7 124.8 119.9 150.0 150.0 150.0 150.0 - 33.1 23.9 48.4 84.6 115.0 150.0 63.0 101.2 97.2 147.9 150.0 150.0 150.0 - 26.9 - 39.2 68.6 93.3 150.0 %� GLAZING PRODUCT " 3 GLADNG PRODUCT 5080 MuW09 G MULLION 55.5 89.1 85.6 130.3 150.0 150.0 150.0 - 23.7 - 34.6 60.4 82.2 150.0 48.6 78.0 74.9 114.0 150.0 150.0 150.0 - 20.7 - 30.2 52.9 71.9 132.1 GAZING PRODUCT GLAZING PRODUCT g 43.2 69.3 68.6 101.3 141.8 150.0 150.0 - - - 28.9 47.0 63.9 117.4 38.8 62.4 59.9 91.2 127.6 150.0 150.0 - - - 24.2 42.3 57.5 105.7 35.3 56.7 54.5 82.9 116.0 150.0 150.0 - - - 22.0 38.5 52.3 96.1 IS = 32.4 52.0 49.9 76.0 106.3 140.8 150.0 - - - 20.2 35.3 47.9 88.1 ALL LOADS ARE EXT.(+) /INT.( -). `a_ o$ 8 g 44 ^ 4 R 44 W1 W2 MULLION SPAN 4 0 0 0 NOTE: MULUONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. ___, $ § S Y 1 @d �✓ ,__.� ' 8 (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMENTS E"e diva. '4046 FLA. PE 1 38883 C. 3578 *4 - OCT 01 2009 Mio»UCr RENEWED =Implying with the Finn& - - - ; ExpiaiunIlota �°2) .. ""'6 411 •. - Zo14 �h4nt acle °dud ■■■ , ?.. CH ANCHORS TYPE "0" AND "E" APPLICABLE TO W1 + 12 WIDTH (W) 2 4 ", 5" AND 6" TUBE MULUONS. ` drawing no. M04 -04 ANCHORS TYPE "A ", "B" AND "C" APPLICABLE TO ALL TUBE MULLIONS. MULLIONS (sheet 3 of 8 ) • DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A H C 13 E 19-1/8* 150.0 150.0 150.0 150.0 150.0 26-1/2' 150.0 150.0 1513.0 150.0 150.0 30' 143.1 150.0 150.0 150.0 150.0 37' 118.0 150.0 150.0 150.0. 150.0 42° 102.2 150.0 132.9 150.0 150.0 48" 38 -3/8" 89.4 150.0 116.3 150.0 150.0 54' 79.5 147.3 103.4 150.0 150.0 80 °- 71.5 132.6 93.1 150.0 150.0 98" 65.0 120.5 84.6 150.0 150.0 72" 59.6 1105 77.6 150.0 150.0 19 -1/8' 150.0 150.0 150.0 150.0 150.0 26-1/2" 122.8 150.0 150.0 150.0 150.0 30' 108.5 150.0 141.1 150.0 150.0 37' 87.9 150.0 114.4 150.0 150.0 42' 77.5 143.6 100.8 150.0 150.0 48" 50 -5/8' 87.8 125.8 88.2 150.0 150.0 54' 60.3 111.7 78.4 150.0 150.0 60" 54.2 100.5 70.5 141.1 150.0 96" 49.3 91.4 64.1 128.3 150.0 72" 45.2 838 58.8 117.6 147.0 19 -1/8' 148.5 150.0 150.0 150.0 150.0 26-1/2" 107.2 150.0 139.4 150.0 150.0 30" 94.7 150.0 123.1 150.0 150.0 37' - 78.8 142.3 99.8 150.0 150.0 42" 87.6 125.3 88.0 150.0 150.0 48' 58" 59.2 109.7 77.0 150.0 150.0 54' 52.6 97.5 66.4 136.8 150.0 60" 47.3 87.7 61.6 123.1 150.0 86" 43.0 79.7 56.0 111.9 139.9 72" 39.4 73.1 51.3 102.6 128.3 19 -1/8" 135.7 150.0 150.0 150.0 150.0 26-1/2" 98.7 150.0 128.3 150.0 150.0 30" 87.2 150.0 113.4 150.0 150.0 37' 70.7 131.0 91.9 150.0 150.0 42' 62.3 115.4 81.0 150.0 150.0 48" 63" 54.5 101.0 70.9 141.7 150.0 54" 48.4 89.7 63.0 126.0 150.0 60" 43.6 80.8 56.7 113.4 141.7 86" 39.8 73.4 51.5 103.1 128.8 72" 36.3 87.3 47.2 94.5 118.1 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (w) MULL SPAN A H C D E 19 -1 /8" 116.0 150.0 150.0 150.0 150.0 26-1/2' 83.7 150.0 108.9 150.0 150.0 30' 74.0 137.1 96.2 150.0 150.0 37' 60.0 111.1 78.0 150.0 150.0 42' 52.8 97.9 68.7 137.4 150.0 46" 74 -1/4" 46.2 85.7 60.1 120.2 150.0 54" 41.1 76.1 53.4 106.9 133.6 60" 37.0 68.5 48.1 96.2 120.2 66' 33.6 62.3 43.7 87.4 109.3 72" 308 57.1 40.1 80.2 100.2 19-1/8" 102.5 150.0 133.4 150-.5 150.0 26 -1/2' 74.0 137.1 96.3 150.0 150.0 30" 65.4 121.1 85.0 150.0 150.0 37" 53.0 98.2 662 137.9 150.0 42" 48.7 86.5 60.7 121.5 150.0 48° 94" 40.9 75.7 53.1 106.3 132.9 54° 36.3 67.3 47.2 94.5 118.1 80" 32.7 60.8 42.5 85.0 106.3 66" 29.7 55.1 38.6 77.3 98.6 72" 272 50.5 35.4 70.9 88.6 19 -1/8° 89.7 150.0 116.7 150.0 150.0 26-1/2" 64.8 120.0 84.2 150.0 150.0 30" 57.2 108.0 74.4 148.8 150.0 37" 48.4 65.9 80.3 120.8 150.0 42" 40.9 75.7 53.1 106.3 132.9 or 96' 35.8 66.3 46.5 93.0 116.3 54' 31.8 58.9 41.3 82.7 103.3 60" 28.8 53.0 37.2 74.4 93.0 68" 26.0 48.2 33.8 67.6 84.5 72" 23.8 44.2 31.0 82.0 77.5 19-1/8° 79.8 147.8 103.7 150.0 150.0 28-1/2" 57.6 106.7 74.8 149.7 150.0 30" 50.8 94.2 66.1 132.3 150.0 37' 41.2 76.4 53.6 107.2 134.1 42" 38.3 67.3 47.2 94.5 118.1 48" 108" 31.8 58.9 41.3 82.7 103.3 54' 28.2 52.3 36.7 73.5 91.9 80" 25.4 47.1 33.1 68.1 82.7 68" 23.1 42.8 30.1 60.1 75.2 72" 21.2 39.3 27.6 55.1 88.9 ALL LOADS ARE EXT.( +) /INT.( -). NOTE: ANY ANCHOR CONDITION. SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 8. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS TYPE 'D' AND 'E' APPUCABLE TO 4 ", 5" AND 6" TUBE MULLIONS. ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO ALL TUBE MULLIONS. ANCHORS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A B C D E 19-1/8' 71.8 133.0 93.4 150.0 150.0 26 -1/2° 51.8 96.0 67.4 134.8 150.0 30' 45.8 84.8 59.5 119.0 148.8 37' 37.1 68.8 48.3 96.5 120.6 42" 32.7 60.8 42.5 85.0 108.3 48" 120" 28.6 53.0 37.2 74.4 93.0 54' 25.4 47.1 33.1 86.1 82.7 60" 22.9 42.4 29.8 59.5 74.4 68' 20.8 38.5 27.1 54.1 67.6 72' - 35.3 24.8 49.8 62.0 19 -1/8" 65.3 120.9 84.9 150.0 150.0 26 -1/2" 47.1 87.3 61.3 122.5 150.0 30" 41.6 77.1 54.1 108.2 135.3 37° 33.7 62.5 43.9 87.7 109.7 42° 29.7 55.1 38.6 77.3 96.6 48" 132° 26.0 48.2 33.8 67.6 843 54' 23.1 42.8 30.1 60.1 75.2 60" 20.8 38.5 27.1 54.1 67.8 66° - 35.0 24.6 49.2 61.5 72" - 32.1 22.5 45.1 56.4 19-1/8" 59.8 110.8 77.8 150.0 150.0 26 -1/2" 43.2 80.0 58.2 112.3 140.4 30' 38.1 70.7 49.6 99.2 124.0 37" 30.9 57.3 40.2 80.4 100.5 42' 27.2 50.5 35.4 70.9 88.8 48' 144" 23.8 44.2 31.0 62.0 77.5 54' 21.2 39.3 27.6 55.1 88.9 80' - 35.3 24.8 49.6 62.0 86° - 32.1 22.5 45.1 56.4 72' - 29.4 20.7 41.3 51.7 rANCHORS .P A.8.00 09 E 91 ANCHORS 0.8.0.0 OR E W2 TYPICAL MULLION ARRANGEMENTS WIDTH (w0 = wi + W2 2 ANCHORS TYPE 8.8.0,0 OR E HORIZONTAL MULLION ARCHES TO 8E 19CR16E0 IR5NE RECTANGULAR SHAPE VERTICN. MUWON Z GLAZING GLAZING i PRODUCT PRODUCT 91 ANCHORS 0.8.0.0 OR E W2 TYPICAL MULLION ARRANGEMENTS WIDTH (w0 = wi + W2 2 ANCHORS TYPE 8.8.0,0 OR E HORIZONTAL MULLION ARCHES TO 8E 19CR16E0 IR5NE RECTANGULAR SHAPE MULLION SPAN Engn ARSHAO MOM/ CIVIL T 0.8.9. 3638 1I 01200 z 0 CC ti g ALUMINUM TUBE MULLIONS 0 01 i e$ V� 88 o 0a A 0 8 drawing no. M04 --04 (sheet 4of 8 o ,' GLAZING PRODUCT \ ANCHOR ALL /1 GLAZING PRO131107 s ANCHORS 88,CA OR E MULLION SPAN Engn ARSHAO MOM/ CIVIL T 0.8.9. 3638 1I 01200 z 0 CC ti g ALUMINUM TUBE MULLIONS 0 01 i e$ V� 88 o 0a A 0 8 drawing no. M04 --04 (sheet 4of 8 1/4' DIA ULRACONS Ed. 2 PER CLIP (1 ON EACH W1NG) Ed. il NM/ - �■r !BY WOOD BUCK 11 1I 11 II 11 I1 Ii li ILJI 11 11 6 J 1/4' DIA. ULTRAGONB 2 PER CUP (1 ON EACH WING) 1/4* 01A. ULTRACONS 1 PER ANGLE FLOATING CUP SNUG FR NSIOE MULL g14 SUS 1 -3/4' O.C. MIN. 2 PER ANGLE pilgioeup WOOD BUCK OR WOOD STRUCTURE ALTERNATE ANCHOR LOCATION 11 I 1 11 ILJI 1171 J 11 11 I 11 11 11 U u 1 I 1 1 I 1 1/4' Dal ULTRACONS 1 PER ANGLE 2 X 2 X 1/8' ALUM ANGLE I FLOATING CUP SNUG FR INSIDE MULL ANCHORS TYPE 'A' @14 SMS 1 -3/4* 0.C. MIN. 2 PER ANGLE II II 11 11 LI U 1 I I I I 2 X 2 X 1/8' ALUM ANGLE Ed 2 1/4' MIN. MN 1 1/4' DIA. ULTRACONS I/4' DID. ULTRACONS 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE Ed. 1' MIN. I BY WOOD BUCK 11 11 1I 11 1I ILJI 11 11 d J 1/4' DIA. ULTRACONS 4 PER CLIP (2 ON EACH WING) FLOATING CLIP SNUG FIT INSIDE MULL /14 SUS 1 -3/4' O.C. MIN. 2 PER ANGLE 2 BY WOOD BUCK 1/4' DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FIAT HEAD SUBSTRATE Ed. - MIN. EDGE DST. MN. EMBEDMENT WOOD 1' 1 -3/8' BLOCK 2 -1/2' 1 -1/4' CONCRETE 2 -1/2* 1 -1/2' ALL CUPS AND ANGLES TO FR SNUG INTO TUBE MULUONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI— RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER —WHRE MEIHACRYIATE LACQUER. 11 1! 1111 ILJI 11 11 6 J If II li II I u I I 1 1 I I 1/4' DIA. ULTRACONS 2 PER ANGLE 2 X 2 X 1/8' ALUM ANGLE oggiN FLOATING CUP SNUG FR INSIDE MULL ANCHORS TYPE 'B' 114 SIBS 1 -3/4 (LC. 11IN. 2 PER ANGLE Enar. ARSHAD WOAR CIVIL FLA. PE / 38883 CAN. 35,38 OCT 0 1 2009 11 II I II 11 11 U u I I I I 1 2 X 2 X 1/8' ALUM ANGLE PRODUCT RENEWED as complying withtho Florida RaBdiosCC No Date Miami Dkisioo • ' ,63 &Y IGy 80k} z 0 ALUMINUM TUBE MULLIONS c 0 D 4 2 4858$ 8 g ry'� U 4 m � o w 8 E 8 drawing no. M04 -04 shoot 5Of 8 ) 1/4" 010. ULTRACONS Ed. 2 PER CUP (1 ON EACH WING) 1/4" 010. ULTRACONS 1 PER ANGLE Ed. 1/4" DIA. ULTRACONS 4 PER CUP (2 ON EACH WING) 2 PER ANGLE 1/4" DIA. ULTRACONS O FLOATING CUP SNUG ITT INSIDE MULL 2 X 2 X 1/8" ALUM ANGLE 2 X 2 X 1/8' ALUM ANGLE (14 5M5 1-3/4" O.C. MN. 2 PER ANGLE FLOATING CUP SNUG FIT INSIDE MULL 14 SMS 4 PER ANGLE Ed. ' a• MIN' 1/4" DIA. ULTRACONS 2 PER CLIP (1 ON EACH WING) ANCHORS TYPE 'C' 1/4 DIA. ULTRACONS BY 'EL CO' 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" LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE APPLICABLE FOR 4 ", 5" AND 6" TUBE MULLIONS ALL CUPS AND ANGLES TO FR SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI— RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER —WHITE METHACRYLATE LACQUER. Engr. ARI54D 410AR COAL FLA. PE J 38863 C.A.N. 3538 PRO IUCT RENEWED re ccxr!ying 134 dm tkaid8 BuDdEcg Codo Avon. No OCT 01 2009 By Division 0 0 a 8 0 5 2 _ o c ffi 0 8 S 0 B o a 8 4 drawing no. M04 -04 sheet 6of 8 ) 5/18' DIA. ULTRACONS 4 PER CLIP {2 ON EACH WING) 5/16' DIA. ULTRACONS 2 PER ANGLE FLOATING CLIP SNUG FIT INSIDE MUU. #14 SMS 4 PER ANGLE 2 X 2 X 1/8' ALUM ANGLE LOCATION O6 SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE 'E' APPLICABLE FOR 4 ", 5" AND 6" TUBE MULLIONS 5/18' DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed.. MN. EDGE DIST. MIN. EMBEDMENT CONCRETE 2 -1/2' 1 -3/4' ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED WITH ALKALI — RESISTANT COATINGS, SUCH AS BITUMINOUS PANT OR WATER —WHITE METHACRYLATE LACQUER. Eagr. ARSHAD NOM CAVIL MA. PE /31883 C.A.N. 35M OC f 01 2009 XwOD'JCT OENNUWED ,s cra:plyi :8 titi;Drto Florida '1u1lJite Coda gtTCxoa Tdo 5.03 le ado ' ,,, , hiSiOA 216, . 1 z o.. 4 wo u E LL ot CEQQ 1 OHIO ALUMINUM TUBE MULLIONS 8 .y o- g a 4 0 r a 9 8 C b 1* • drawing no. M04 -04 (sheet 7 of 8 • 114 SUS SEE CHART FOR QUANTITIES TUBE MULLION 110 FH 5M5 2/ SIDE 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK 40INT AFTER ASSEMBLY ACCESS HOLE TUBE MUWON 114 FH SW 1-1/2" O.C. MIN. SEE CHART FOR QUANTITIES THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION t it . 110 Ri 580 2 PER CUP 1' 0.0. NOT. 1-3/4" X 2' X 1/8" (FOR 28Y TUBE) 3/4" X 2' X 1/8' FOR (18Y TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL #1 METAL TO METAL CONNECTION 814 SMS SUBSTRATE Ed. m MIN. EDGE DIST. MIN. CL TO CL SPACING ALUMINUM 5/8" 1/2" ANCHOR CHART TYPE A TYPE B TYPE C TYPE 0 NO. OF SCREWS 2 3 2 4 TYPE E 4 f Env ARSHAO 410w CAN. FLA. PE p 38883 CAN 3938 CT 012 9 PRODUCT RENEWED es complying the Florida Building Colo Acecpt ico No Stipitatisst Maid Dad ProduclCourol 1'r nn .03 ALUMINUM TUBE MULLIONS YJ 2 L F 8 a s 5 8 1� 0 p0 1 drawing no. M04 -04 sheet 8 of 8 MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E.S. Windows, LLC 10653 N.E. Quaybridge Ct. Miami, FL 33138 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 331304563 (305) 375 -2901 FAX (305) 375 -2908 www.miamiclade.gov/buiklingcode 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 -112" sill & +80 PSF w/ 3-1/4" sill LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 08- 0477.03 consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. 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 Al- Farooq Corporation, dated 11/08/03 and last revised on Jan 30, 2009, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS (transferred from file # 08- 0477.03) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No(s). F'TL -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. ¥!'L -4287, dated 09/22/04, signed and sealed by Edmundo Largaespada, P.E. 2. Additional test No. FTL -5471, dated 01/24/08, per TAS 201/203 -94, issued by Fenestration Testing Lab, signed & sealed by Michael Wenzel, P.E. C. CALCULATIONS 1. Anchor verification calculation dated 01- 19 -09, complying w/ FBC 2007, prepared by A1- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Calculations, and structural analysis, prepared by Al- Farooq Corporation, dated 04/16/08, signed and sealed by Dr. Humayoun Farooq, P.E.(file # 08- 0477.03) 3. Glazing complies with ASTME- 1300 -02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to `E.I. DuPont DeNemours" for "Sentry Glass ® Plus" dated 01/17/02, expiring on 01/14/07. 2. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont De Nemours & CO., Inc. for "DuPont SentryGlas ® Plus ", expiring on 01/14/2012. F. STATEMENTS 1. Statement letter of compliance wJFBC -2007, dated Jan 19, 2009, signed by Dr. Humayoun Farooq, P.E. 2. Statement letter of compliance and of no financial interest, dated 01/19/09, signed and sealed by Dr. Humayoun Farooq, P.E. 3. Statement of Lab compliance, part of above test reports. G. OTHER 1. This NOA revises & renews NOA # 08- 0477.03, expiring March 18, 2014. 2. Previous related NOA(s) are NOA# 06- 0606.02 and 04-1117.05iStAci % • 44443m- Islutq j) I. Chanda, P. E. E -1 Product Control Examiner NOA No 09- 0210.07 Expiration Date: March 18, 2014 Approval Date: April 01, 2009 (sheet 1 of 8) 192" MAX. r MAX. DOOR WIDTH 16' MAX. LUSTER OF ANCHORS - AT HEAD /SILL (STILE LOCATIONS) HEAD /SILL CORNERS Q HEAD /SILL SEE DETAIL ON SHEET 3 0 o ,/ 0 c // // /, a In Q 43 11/18 MAX. g In 49 1 /18' MAX. D.L OPG. PANEL WIDTH 49 5/16. MAX. 999m1R CTRwMA Florida SERIES -4000 ALUM SLIDING GLASS DOOI; 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). 8000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT 8!TH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 /2007 FLORIDA BLDG. CODE SECTION 2003.8.4. TYPICAL ELEVATION TESTED UNIT DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE & SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS. Ati, enetNo - 21647 nefwtfAJ Miami Dade P dect Cea see Dhloioa Engr. Dft. HUMAYOLN F49000 NIA. #16557 DAN. 335388 3 0 1009 e 077 `uB 0 4 °yd 00 v° S 0 3 8 i drawing no. W03 -100 'sheet 2 of 81 GLASS TYPE 'A' x0 (slim) OXO (siowN) OX Xxx XX GLASS TYPE GLASS TYPE 'C' SEE SHEET 3 FOR 80 OR XX DOORS WITH HEAVY REINFORCING DESIGN LOAD CAPACITY - PSF (ALL CONFIGURATIONS SHOWN ON THIS SHEET) GLASS TYPES A'. 11. OR 'C' PANEL WIDTH MINN MIES 000R HEIGHT IN°4€5 NO RE3NFOR'G MEDIUM REINFOR% HEAVY REINF% EXT. (4.) INT. (-) EXT. (+) iNT. (-) EXT. (+) mt. (-) 30 38 42 48 54 80 70.0 80.0 70.0 80.0 70.0 80.0 • 70.0 80.0 70.0 80.0 70.0 80.0 - - 70.0 80.0 70.0 80.0 - - - - 70.0 80.0 - - - - 70.0 80.0 30 38 42 48 98 - - 70.0 80.0 70.0 80.0 - - 70.0 80.0 70.0 80.0 - - - - 70.0 80.0 - - - - 70.0 80.0 -tt 4- .1> 4- 4. X OX X 0 X (SHORN) 4- a- X X X (SHORN) OXXO XXXO (SHOWN) XXXX APPROVED CONFIGURATIONS USE SCHEDULE 'A' (S)4EET 3) FOR ANCHORS ON ALL SIZES THIS CHART. PRODUCT RENAMED esaaatpbies with the Florida Belding Cede Accepting / ;69 EIVItstled Date 20/y By iSI4*31. 04.- talinfilktdertGoatiet /*Wm 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 5 9 •5 5 *8E1 5 8 5 drawing no. W03-100 sheet 3 of 8 ) CLUSTER OF ANCHORS SEE DETAIL BELOW 72° DOOR WIDTH 6" MAX. TYP. HEAD /SILL CORNERS d n 0. c 1 3/8" O.L. OPG. 31 3/8" 37" PANEL WIDTH D.L OPG. 37" PANEL WIDTH TYP CAL ELEVATION 4- XO OX APPROVED CONFIGURATIONS SEE SHEET 2 FOR DOORS WITH MEDIUM OR NO REINFORCING DESIGN LOAD CAPACITY - PSF (0x OR X0 ONLY) GLASS TYPES 'A' OR •H• SUBSTRATE SCHEDULE •A• HEAVY REINFG (SEE DETAIL SHEET 5) PAND. WIDTH NNW& 0009 HEIGHT SCHEDULE •A• SCHEDULE 'B• INCHES ' NCHES EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) 30 HEAD 80.0 103.0 80.0 103.0 38 80 80.0 103.0 80.0 103.0 42 80.0 103.0 80.0 103.0 43 80.0 103.0 80.0 103.0 30 96 80.0 103.0 80.0 103.0 38 80.0 99.9 80.0 103.0 30 100 80.0 103.0 80.0 103.0 38 80.0 95.0 80.0 103.0 THE SHOWN EXT. (+) LOADS REQUIRE 3 -1/4" SILL HEIGHT (DTL B1 ON SHEET 4). REDUCE EXT. ( +1 LOAD CAPACITY TO +70.0 PSF IF 2 -1/2' SILL HEIGHT I5 USED INT. ( -) LOADS REMAIN UNCHANGED. ANCHOR CHART SUBSTRATE SCHEDULE •A• SCHEDULE •8• WOOD HEAD 1/4" ANCHORS 5/18" ANCHORS SILL 1/4" ANCHORS 1/4" ANCHORS JAMB 1/4" ANCHORS 1/4" ANCHORS CONCRETE HEAD OR 1/4" ANCHORS 5/18" ANCHORS 5UJ. 1/4" ANCHORS 1/4" ANCHORS BLOCK JAMB 1/4' ANCHORS 1/4" ANCHORS NOTE: ALL CLIP ANCHORS a 1/4" DIA. (ITEM 110) MUWON ANCHORS m 112 SMS (NO SHIM SPACE) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 6" RETAINING CLIP AT HEAD & SILL + ® 2" 1 1/2" 1 1/2' 2" 7" DDDGTRENEWED Datee � i Y Divieton ` Engr. 015 HUMAYOUN FAR000 STROCTURE9 FLA. PE 8 16557 CAN. 3538 DETAIL CLUSTER OF ANCHORS AT STILE ENDS ( JAN 3 0 2009 o 0El Ziag 0/110 o a- a 8 cm 9 i P. 1 drawing no. W03 -100 3/4" MIN. 9/18° MIN. TYPICAL ANCHORS IN PNR5 1/4" ANCHORS USE SCH. W 5/19" ANCHORS USE SCH. 'B' SEE ELEV. FOR SPACING 1BY W000 81901( 44 TYPICAL ANCHORS 1/4" DIA. 3 PER CLIP TYPICAL ANCHORS IN PAIRS 1/4" DIA. USE SCH. 'A' 5/18" 01A. USE SCH. IF SSE ELEV. FOR SPACING W000 BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM 70 THE BUILDING STRUCTURE. 4a TYPICAL. ANCHORS 912 585 OR GRADE 5 SD5 3 PER CUP MIAMI-DADE COUNTY APPR'D MULLION STEEL = 1 /13" TM. MIN. ALUMINUM - 1/8" THK. ANN. (8083 -15) SEE SEPARATE N0A tea. =�11MOROMM* _:∎ TYPICAL ANCHORS 1/4" TENS OR GRADE 5 SOS 3 PER CUP TYPICAL ANCHORS IN PAIRS 912 SW OR GRADE 5 SOS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS 1/4" TENS OR GRADE 5 5DS ELEV. FOR SPACING METAL STRUCTURES TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" OR 5/16" DIA. ULTRACONS BY 'ELCO' (Fu -177 851. Fy..I55 851) INTO 28Y WOOD BUCKS OR W000 STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4" DIA TEKS OR SELF DRILI ING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 12 CA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8° 71-IK. MIN. (6063 -75 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 612 SMS OR SELF DRILLING SCREWS INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) MIN. EDGE DISTANCES INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = SEE DETAIL (A) INTO METAL STRUCTURE = 3/4" MIN. CONCRETE Fe = 3000 PSI MIN. MASONRY Fm = 1500 P51 MIN. SEALANT; AU. JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUMINUM COLORED SIUCONE. WEEPHOLES; W1 = 1 -3/4° WEEP NOTCH AT EACH END W2 = 3/4° WEEP NOTCH AT EACH END W3 = 3" X 1/4° WEEP HOLES AT 2" FROM EACH END m � l�� ij .N! n 4 ae HIGH STRENGTH GROUT 'y1 NOT BY E.S. WINDOWS a MUST TRANSFER SHEAR 4 LOADS TO STRUCTURE ANCHORS IN PAINS WI TYPICAL ANCHORS 1/4" DIA. 1/4" DIA SEE ELEV. FOR SPACING 3 PER CUP PRODUCT RENEWED with the Worlds Wang Code AomPtmmt No 21 • 07 Division 3 TYPICAL ANCHORS 1/4" DIA. 3 PER CLIP ANCHORS IN PARS 1/4" DIA. SEE ELE4. FOR SPACING drawing no. W03 -100 (sheet 4 of 8 0 2BY WOOD BUCK 1/4" MAX. PANEL WIDTH D.L. OPG. 1/4' SHIM INTERLOCK STILES D.L OPG. TYPICAL ANCHORS IN PAIRS 1/4' WA. SEE ELEV. FOR SPACING FIX PANEL ON mETAL STRUCTURES C INSIDE TRACK 1/4' MAX. ASTRAGAL STILE EXTERIOR DOOR WIDTH INTERLOCK STILES HEAVY REINFORCING AT INTERLOCK & ASTRAGAL STILES .,r 1/4' MAX. 0.L OPG SIN TYPICAL ANCHORS IN PAIRS 1/4" DIA. SEE ELEV. FOR SPACING .J V ritonucrurevisn as complying with Ito Kisrlde Banns Cede Acceptance Ne. - ,.07 &phyla, Doe N tt A a 8 8 8 4445 S = X °r.b1$8'o a m u m m n c ENp. OR. HUMA FLA. TU 9 18557 CAN. 3538 TYPICAL ANCHORS IN PAIRS 1/4' DIA. SEE ELEV. FOR SPACING SCREEN OPTL DOOR WIDTH JAN 3 0 2009 1 drawing no. W03 -100 sheet 5 of 8 0 A INTERLOCK STILES SCREEN OPTLr - -- MEDIUM REINFORCING AT EXT. INTERLOCK & ASTRAGAL STILES ITEM # PART # QUANTITY DESCRIPTION MATERIAL. MANF. /SUPPLIER/REMARKS 1 ES- 4001 -1 1 FRAME REM 6063 -76 - 2 E5- 4002 -1 1 STD. P9945 SILL 6063 -T6 - 2A - 1 HI-RISE PRAMS SILL 6063 -16 - 3 ES- 4003 -1 1 FRAME JAMB 6063 -16 - 4 ES- 4004 -1 2/ PANEL TOP AND 80770(4 RAIL 6063 -15 - 5 ES- 4009 -1 AS RECD. LOCK STILE 6063 -79 — 6 ES- 4006 -1 AS REDO. INTERLOCK 6063 -15 - 7 ES- 4007 -1 AS READ. FEIMI.9 AS(RAGA1, 6063 -75 — 8 ES -4008 AS RE00. 709 & 807704 RAIL STIFFENER 6063 -76 - 9 ES -4009 2/ PANEL PANEL GUIDE (TOP ONLY) CELCON 907 SHOWN 10 ES -4010 2/ PANEL RETAINER CLIP, 6" LONG 8063 -78 - 13 ES -4013 AS 8900. GLAZING WEDGE - - 14 E5 -4014 AS REGD. BOTTOM RAIL GLASS STOP NEOPRENE - 14A ES -4019 AS RECD. SILICONE STOP NEOPRENE - 15 W23241NK AS RECD. 574E & Jaws WSTRIPPING - GLASS PANELS. ULTRAPAB 16 02664701< AS 9500. TOP 104 WSTRIPPNO - GLASS PANELS, ULTRAFAB 17 ES -4019 AS RECD. 80170(4 RA4 W"STRIPPING VINYL GLASS PANELS 19 e10/�X1 -1/4" PH 5145 8/ PANEL PANEL. ASS? SCREWS - CLASS PANELS 19* p10X1" PH 5145 2/ CORNER 59944E 4957 SCREWS - - 20 YTA -35- 1939 -4261 2/ 1409. PANEL GLASS PANEL ROLLER A55Y. 5T. STEEL 1 -1/4" O.D. WHEELS 21 #10X1 -1/4" PH 545 1/ ROLLER ROLLER MST. SCREWS - GLASS PANELS ONLY 23 2300 -1055 1/ (4041. PANEL 4091199 LOCK 51. 515EL - 24 - 2/ LOCK LOCK INSTALLATION SCREW - BB-32 X 1/2" PR 45. ST. STEEL 25 537 1/ LOCK LOCK STRIKE PLATE PLATED STEEL - 26 X10y PH 545 2/ LOCK STRIKE PLATE MOUNT. SCREW - NOT SHOWN 27 #6232 1/ LOCK INTERIOR AND EXTERIOR PULL - (3) #6-32 X 1/2" EH 45, 57, STEEL 28 ES4028 AS REOD. SILL 61559 6063 -15 29 ES -4017 2/ PANEL P1290 PANEL CIJP (OUTSIDE PANEL) 6083 -15 - 28A ES -4020 2/ PANEL P155D PANEL CLIP (INSIDE PANEL) 8063 -15 50R 090 DOORS 30 /10X1/2" PR 545 2/ CLIP MEG P4951. CLIP FASTENER - - 31 - AS 9500. 1/4" X 1 -1/2" REINFORCING 646 STEEL - 32 - AS 8500. 1/2" 5 1 -1/2" REINFORCING BAR STEEL - 33 5380245K AS 8500. 3" LONG SELF *0(15595 PILE PAD WOOL AT HEM AND SILL 34 - 2/ SIDE BU4PON NEOPRENE - SCREEN OPTL ---- NO REINFORCING drawing no. W03 -100 (sheet 6 of 8) • --`1. EXTERIOR ilia hairs, __ __ i�rb 7- - — ri I� NqG - - - ��I _ N. O y 0 III n'.' T ` it O '� am• Qtn RI 1 N CI 1 trio IIJ! n''I�I i o . r► -- Z _ I�p�1�1I'II.1 7FE, fir'} II if iy © ��qq it ppqq isi 4 Di IR i to 5 ie G . Z ea O tD I' S v I C} �T I\ 4 u x r -� 1___,Jp1 II I� iil �.I u II I III' ■ •enat drawing no. W03-1 00 (,.; 11 -as_03 revisions: ) SERIES -4000 ALUM SUDING GLASS DOOR (LM.I.)) AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT MIAMI, FLORIDA 37 3 MU1(30 FLA 33174 TEL mos)2648100 FAX. (306/3436978 a /� C AO dote 6v description (tea 1/2• - r) E.S. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 A MIAMI. FL. 33166 10.. (305) 249 -0940 FAX. (305) 249 -0842 (N. b!• HAMID J 0214.06 REV. PER BCCfi CONMEMS E 02.15.0a NO CHANGE nIS sxEEr �W` q'• ( COMP -ANL \003 -1OOES r o1sl.oe I& c1wRBE m¢ SHEET • 0 4249 .082 .870 1.250 1.812 4.311 FRAME HEAD O LOCK STILE O RAIL STIFFENER O PANEL TOP /BOTTOM RAIL .082 3.580 1.374 J .438 1.374 O FRAME JAMB 0 ASTRAGAL STILE .125 STEEL CHANNEL ASTRAGAL REINFORCING 0 SILL RISER 8 RETAINER CUP -1 .875 2.035 2.248 .545 SCREEN TOP /BOTTOM RAIL SCREEN STILE r- .250 1.500 1.500 L i 0 .500 INTERLOCK REINFORCINGS .887 .570 1.385_11 69 OUTSIDE PANEL FIXED PANEL CUP 094 INSIDE PANEL FIXED PANEL CUP PANEL CORNER Engel U4 NUMAYOUN fl STRUCTURES C.A.N. FLA 353188 7 BAH s o zoos 3 co co c • c 8 5 0 8 k a 8 0 1 drawing no W03 -100 (sheet 8 of 8)