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WS-11-2285Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 169425 Scheduled Inspection Date: February 01, 2012 Inspector: Bruhn, Norman Owner: FARRIOR, NATALIE Job Address: 3 NE 109 Street Miami Shores, FL 33161- Permit Number: WS -12 -11 -2285 Project: <NONE> Contractor: SAB CONSTRUCTION SERVICES INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1121360040620 Phone: (786)413 -4101 Building Department Comments INSTALLATION OF 13 IMPACT WINDOWS Passed Failed i o Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 167580. v January 31, 2012 For Inspections please call: (305)762 -4949 Page 32 of 39 ARb® CERTIFICATE OF LIABILITY INSURANCE OP ID VR DATE(MM/DD/YYYY) 01/06/12 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(tes) 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 Kahn - Carlin & Company, Inc. 3350 S. Dixie Highway Miami FL 33133 -9984 Phone:305- 446 -2271 Fax:305- 448 -3127 -L. Al.I NAME PHONE , Ext): FAX No): ADDRESS: PRODUCER CUSTOMER ID @: SABCO -1 INSURER(S) AFFORDING COVERAGE NAIL@ INSURED SAB Contracting Services, Inc. 9239 SW 227 Street #27 Cutler Bay FL 33190 INSURER A: Evanston Insurance Company INSURER B: CL090101896 INSURERC: 12/22/12 INSURER D : $ 300000 INSURER E : PREMISES(Eatoccurrence) INSURER F : 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. INSR TYPE OF INSURANCE INSR WVD POLICY NUMBER POLICY EFF (MM/DD/YYY1) POLICY EXP (MM/DD/YYY1f) LIMITS A GENERALLtABILIIY COMMERCIAL GENERAL LIABILITY OCCUR CL090101896 12/22/11 12/22/12 EACH OCCURRENCE $ 300000 X PREMISES(Eatoccurrence) $ 100000 CLAIMS -MADE X MED EXP (Any one person) $ 5000 PERSONAL & ADV INJURY $ 3 00000 GENERAL AGGREGATE $ 300000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY n ECT n LOC PRODUCTS - COMP /OP AGG $ 3 00000 — X $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ $ UMBRELLA UAB EXCESS UAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ — AGGREGATE $ DEDUCTIBLE RETENTION $ $ — $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/ECUTI OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS Y / N XE N / A WC STATU- OTH- TORY LIMITS ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ below E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) CERTIFICATE HOLDER CANCELLATION Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL 33138 MIAM -04 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2009/09) 20 QC P1]BA;It7r All rights reserved. The ACORD name and logo are registered mark of ACORD ♦I NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE PSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. WS1\--12V TAX FOLIO NO. // ;at,- owl-06 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 information is provided in this Notice of Commencement. CFN: 20110811205 BOOK 27914 PAGE 1941 DATE:12/02/2011 04:37:16 PM HARVEY RUVIN, CLERK OF COURT, MIA DADE CTY Space above reserved for use of recording office 1. Legal description of property anti street/address: 40r 3 2 3Goc ' ,2 ,3 /Op S7 2. Description of improvement: /3 44/9"--7- to/Avows- 3. Owner(s) name and address: %G/SrA v0 CA-sr -2o 3 N. E.-- / Y ST. /el/4W/ S-04/ Interest in property: , 34/ Name and address of fee simple titleholder. 4. Contractor's name, address and phone number. ��%3 C6N-=''/ZA-C4 -1.0 g (F)Ge4 /C,CS •,4C 2 -3 _ , .227 a' . 4s71.4. ; 3 /'G 7F - V∎,? — 5. Surety. (Payment bond required by owner from . , any) Name, address and phone number Amount of bond $ 5. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1Xa)7., Florida Statutes, Name, address and phone number. B. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address. and phone number: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year born the date of recording unless a different dale is specIHcf) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN Al I URNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. • t;5 Signature(s) of Own Prepared By Print Name (24.1 S7-AUl3 A 'S r'YLO Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE • The .r :.• oln• instrument was By !* `4 dually, or ❑ as t$ a s)Authorized Officer /Director/Partner/Manager Prepared By Print Name Trtle/Otrce ❑ Personally known, or ged before me thist57 of WC/tie" for c� i uced the following type of Identific a Signature of Notary Public: Print Name: (SEAL) 1s� It f ust ti VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Underr penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signatu +�.£�. �q},•, Christy Perez e ,.. • Vic; =OUtAMMION #OU9 /b //2 , dfts EXPIRES: MAR. I el; 3D, 2014 ! WWW.AARONNOTARYa ore Owner(s)s Authorized Officer/ Director /Partner/Manager who signed above: • V g t By I/ • ' By 178.111J88 P e 9 MO • 3058223731 Shutters Depot • 6NST►SS • ' OA :POSTAGE..I PAID Mt,AMI, FL • ..., /40130 Al�ik `4! 0 a xid�< j t t ;4'�yy- =---.'r: 'I MIT NO.233 . ."...... . "' '•lg �. -. -.... .. . ..:;Y. ........ .......L.a.i • .:iik' VL' 112-4.. €ii1:,..i;'si AMi.i, IX: t!...Iri --1'{. 570169-0 :.• •:DUPLICATE• •• • BUSINESS t$AME / LOCATION RECEIPT! NO . 594889' 9 .. SAB' CONTRACTING SERVICES. INC• ' . :STATEt•CGC1504931. i..:.: . 1776 .W 41. ST . . • • .33013 HIALE'AH • • OWNER SAB CONTRACTING SERVICES INC' . • . Sec. 109 of Business • ' . ... • • W0RKI`R /S • c * • is' j6,s $ ERAL BUILDING .CONTRACTOR' .` . 2 6ustiiESS TA AECEEPT. R DOES NOT PERMIT THE , ROLDETI TO VIOLATE ANY • • E,13ST1UO REGULATORY (j .x1a#11 a CAWS' • ••lF TM COUNT; OR CIVE'S. HClR i DOES.. IF EXEMITI THE to ' HORRER PRO LENT OTHER OR . £ADO YB LAW IS ::NAY A CEIrOle CRTh3N OF 'Mfg hG DER'S OU.4LUT•1CA- PATMENTRE'CS:NO '14,R13ACE CT,NJtfTYTAX CoLLE;`.TOrU, C01017 TAX . .60000000061 000000..00 SEE OTNE0 SIDE DO NOT FORWARD SAB CONTRACTING SERVICES INC JUAN BUAUE PRES 1776 W 41 ST HIALEAH FL 33013 tirf ti, StirttT„ iirttrrt, tf, rrlfl,i,,,rlllliriti,itittr0►.t Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PRONE NUMBER: (305) 762.4949 S2Vll DING PERMIT APPLICATION FBC 20 Permit UILDING) ROOFING Permit No. DEC 00201 rip B Y; Master Permit No. OWNER: Name (Fee Simple Titleholder): Ca S7 4'O C4 STR,O Phone#: 3/ 7 - 4''.3 - r59 Address: 3 Ai• c- 109 5 r 7 City: /19/ e4'' 7/ Site ii-E-5 State: r� Zip: 23 /g / Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 3 " • - / b / $ 77 City: Miami Shores / County: Folio/Parcel #: //- 2/3 b - 8 0 7 [' 0 p z 0 Is the Building Historically Designated: Yes Miami Dade 33/6 / NO Flood Zone: CONTRACTOR: Company Name: SA Q to /07-7/6 G%'' 1r .SR v, Address ::�' " City: -�t7t _ RA-y State: f L Qualifier Name: (7-14 a h/ C gu'k d e. State Certification or Registration #: `/6C /51 y%3/ Contact Phone#: 74, - "/3 14' — ' 0 / Email Address: DESIGNER: Architect/Engineer: 923et cl 2 27 S' ie 27 iiicITone#: -9/0 Zip: /'D Phone #: 30S-472 ? - 75� Certificate of Competency #: A/L4-P •' iy'N Aa Phone#: Value of Work for this Permit: $ � 0 - Square/Linear Footage of Work: Type of Work: ❑Addition ®'Alteration °New ORepair/Replace Description o f Work: (3 1 tA, P' J tA) ! a► D D UJS- °Demolition * * * ** **** ***************** * ****** ****** Fees***+ x****** *x. ****** *+x+x**+x**** **** * * * *****a *** Submittal Fee $ Permit Fee $ p SO C7J CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 2-1110 • l0 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 FT.FCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AF.F'IDAVIT: 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 >. proved ajld a reinspection fee will be charged. t Signature Owner or Agent The foregoing i trun a it wsp_, _?wledged before me this day of , 20 , by ‘.,tz acv-0 CO who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Pr ®-�,,� e Print: Ciiri sty Pisr tft My Commission Expiresg %COMMa810N #DD979772 ff;? EXPIRES; MAR, 30, 2014 wWW.AARONNOTARYzont 4- Contractor The forego instrument was acknowledged before me this% �p day of NOV' ,201 ,by \J[GM C ctt;le who is personally known to me or who has produced as identification and who did take an oath. NOTARY P t t LIC: Sign: Print: My Commission Expates.. ,:, ••; z CoMMiSSION # 00976772 9- Ie; DPI RES: MAR, 30, 2014 4.o. F�°• 14/414. . WWW.AARONNOTARY.com *****> k* *********a>k>r,*>k>K ***** ** ****>k>i,>k*>x** ****** * *** **** u * * *** > > r> k***** *> a**** ***** *** * ***>wax>x****a *****>k***** APPROVED BY /771W/ Plans Examiner Structural Review (Revised 07 /10 /07XRevised 06/10/2009)(Revised 3/15/09) Zoning Clerk no no DEC 0 9 2E1 none on this area Y� II-228� °e 1 9 36" x 37" no 9.25 sq.ft. 12 37" x 50" 12.85 sq.ft. 13 37" x 50" 12.85 sq.ft. Z4 / -50.5 Z5 / -62.3 Z5 / -62.3 PE MIT #: Miami Shores Village APPROVED BY ZONING DEPT BLDG DEPT DATE SUBJECT fO CCMPUANCE WI PH ALL FEDERAL VII /II' Z4 / -50.5 f STATE AND COUN IY MLLES AND REGULATIONS CASTRO RESIDENCE 3 NE 109 Street Miami Shores, FL none on this area 8 37" x 50" no 12.85sgft. Z5 / -62.3 WINDOW REPLACEMENT PERMIT LAYOUT Z51 -62.3 <15' MRH All areas rated with worst case tributary area design pressure per applicable zone (4 or 5 respectively) per attached raised seal design pressure letter. Z4/ -50.5 Z4/ -50.5 1 37" x 50" 12.85 sq.ft. 2 3 53" x 60" 53" x 60" 22.08 sq.ft. 22.08 sq.ft. front front door no Z5 / -62.3 Z5 / -62.3 Z5 / -62.3 4 5 37" x 50" 37" x 50" 12.85 sq.ft. 12.85 sq.ft. 7 37" x 50" 12.85 sq.ft. 6 111" x 37" 28.52 sq.ft. CASTRO RESIDENCE 3 NE 109th STREET MIAMI SHORES, FL 33161 WINDOW REPLACEMENT PERMIT LAYOUT - OPENING SCHEDULE COMPARISON CHART PER MIAMI SHORES VILLAGE BUILDING DEPARTMENT REQUIREMENTS <15' MRH Opening Location Applicable Product NOA Approval Number Opening Width Opening Height Tributary Area Square Footage Opening Design Pressure (Ref. RAMMS Engineering, Inc. RAISED SEAL Design Pressure Letter, using worst case negative loads per tributary area and applicable wind zone) Maximum Design Pressure per product taken from individual NOA, Notice of Acceptance Zone 1 09- 1008.05 37 50 12.85 -62.3 -90.0 5 2 08 -0417.06 09 -0825.03 53 60 22.08 -50.5 - 72.3 / -69.3 (moon) 4 3 4 08 -0417.06 09 -0825.03 09- 1008.05 53 60 22.08 - 50.5 - 72.3 / -69.3 (moon) 4 37 50 12.85 -62.3 -90.0 5 5 6 09- 1008.05 09- 1008.06 37 50 12.85 -62.3 - 90.0 5 111 37 28.52 - 62.3 - 90.0 5 7 8 09- 1008.05 09- 1008.05 37 50 12.85 - 62.3 - 90.0 5 37 50 12.85 -62.3 - 90.0 5 9 09- 1008.05 36 37 9.25 -50.5 -90.0 4 10 09- 1008.05 36 37 9.25 -50.5 -90.0 4 11 12 09- 1008.05 09- 1008.05 36 37 9.25 -62.3 -90.0 5 37 50 12.85 -50.5 -90.0 4 13 09- 1008.05 37 50 12.85 -62.3 -90.0 5 Total Square Footage -> 1 190.37 Areas #1, #4, #5, & #7 thru #13 to be treated in Series 1000/1050 Aluminum Single Hung Window. Areas #2 & #3, #8 & #11 to be treated in Series 1500 Aluminum Fixed Window with Series Aluminum Tube Mullion. Area #6 to be treated in Series 2000/2050 Aluminum Horizontal Sliding Window. ES Windows LLC Series 1000/1050 Aluminum Single Hung Window Product Control Notice of Acceptance No. :09-1008.05 Expires: 10/6/2013 ES Windows LLC Series 1500 Aluminum Fixed Window Product Control Notice of Acceptance No. : 08- 0417.06 Expires: 10/6/2013 ES Windows LLC Series Aluminum Tube Mullion Product Control Notice of Acceptance No. :09-0825.03 Expires: 09/16/2014 ES Windows LLC Series 2000/2050 Aluminum Horizontal Sliding Window Product Control Notice of Acceptance No. : 09- 1008.06 Expires: 10/6/2013 RAMS ENGISLEERING, INC Kd =.85, 2100 W.76 ST. ##311., HIALEAH, FLORIDA, 33016 FLORIDA BUILDING CODE 2007 , Robert S. Monsour, P.E. Fl # 11955 / 0006024 ASCE 7 -05 WIND CODE DESIGN WIND LOADS (LBS /SQFT) FOR 146 MPH ZONE Interior & Exterior Zones (4&5 - Wails) Positive Pressures Exposure C For the 146 mph Wind Zone Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 1.00 0.95 0.92 0.89 0.88 0.86 15 46.5 44.4 43.2 42.3 41.7 41.1 20 .49.3 47.0 45.7 44.8 44.1 T 43.5 25 51.4 49.1 47.8 46.8 ' 46.1 45.5 30 53.6 51.2 49.8 48.8 48.0 47.4 40 56.9 54.4 52.9 51.8 51.0 •50.3 . 50 59.7 57.0 55.4. 54.3 53.4 52.7 60 61.8 59.1 57.4 56.3 55.4 54.6 • Interior Zone (4 -.Walls) Negative Pressurei Exposure C For the 146 mph Wind Zone Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 . 15 -50.5 • .48.4 -47.1 -46.3 -45.6 -45.0 20 -53.4 -51.2 -49.9 - 49.0 - 48.3 -47.7 25 -55.8 -53.5 -52.1 -51.2 -50.4 -49.8 30 -58.2 -55.8 -54.4 . -53.4 -52.6 -51.9 40 -61.7 -59.2 -57.7 -56.6 -55.8 -55.1 50 -64.7 - 62.0 -60.5 -59.3 -58.5 -57.8 ' 60 - 67.1 -64.3 -62.7 -61.5 -60.6 -59,9 Exterior Zones (5 - Wails) Negative Pressures Exposure C For the 146 mph Wind Zone ' Height (Maximum) Effective Wind Area (or, Tributary . Area) in Square Feet 10 .. 20 30 • 40 50 60 -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 15 -62.6 -58.1 -55.6 -53.9 -52.6 -51.5 20 -66.0 -61.5 -58.9 -57.1 -55.7 -54,.5 25 ° -68.9 -64.3 -61.5 -59.6 -58.1 -56.9 30 -71.8 -67.0 -64,2 -62.2 - 60.6. • -59.3 40 -76.2 -71.1 -68.1 -66.0 X64.3 -63.0 ' 50 -79.9 -74.5 . -71.4 -69.1 - 67.4 -66,0 60 -82.8 -77.2 -74.0 -71.7 -69.9 ' -68.4 Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller, but not Tess than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet). AN 8% REDUCTION OF LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. t� Miami -Dade My Home My Home Show Me: Property Information Search By: Select Item Summary Details: Folio No.: 11 72136- 004 -0620 Property: 3 NE 109 ST Mailing GUSTAVO CASTRO Address: NATALIE B FARRIOR Living Units: 3 NE 109TH ST MIAMI Adj Sq Footage: SHORES FL Lot Size: 33161- Property Information: Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 2,183 Lot Size: 12,775.84 SQ FT Year Built: 1950 $50,000/ $232,694 36 52 41 COLLEGE egal HEIGHTS PB 42 -8 LOT Description: 32 BLK 2 LOT SIZE 104.720 X 122 OR $25,000/ 26941 -1888 070919 Assessment Information: Year: 2011 2010 Land Value: $115,316 $115,316 Building Value: $167,378 $167,543 Market Value: $282,694 $282,859 Assessed Value: $282,694 $282,859 Exemption Information: ear 2011 2010 -=6,,,(i_ $25,000 $25,000 r YES YES Taxable Value Information: Year: 2011 2010 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable trustees in bankruptcy, Value: Value: Regional: $50,000/ $232,694 $50,000/ $232,859 County: $50,000/ $232,694 $50,000/ $232,859 City: $50,000/ $232,694 $50,000/ $232,859 School Board: $25,000/ $25,000/ $257,694 $257,859 Sale Information: Sale Date: 7/2009 Sale Amount: ,$225,000 Sale O /R: Sales Deeds to or executed by Qualification trustees in bankruptcy, Description: executors, guardians, or receivers Additional Information: Aerial Photography - 2009 Home 1 1 'sn Ou Site 1 Phone D nett Y. 1 _issar:f 1 Disclaimer 28 ft If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at WebmasvA. Web Site © 2002 Miami -Dade County. At rights reserved. Legend Property Boundary Selected N Property Street �✓ Highway Miami -Dade County Water http://gisims2.miamidade.gov/myhome/propmap.asp 12/8/2011 COUNTY. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows LLC 10653 NE Quaybrldge Ct. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. 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.tcov/buildingcode DESCRIPTION: (Series 1000/1050 Aluminum Single Hung Window - L.M.I.) APPROVAL DOCUMENT: Drawing No. W03 -56, titled "Series- 1000 /1050 Alum. Single Hung Wdw. (L.M.I) ", sheets 1 through 8 of 8, prepared by Al- Farooq Corporation, dated 07/31/03 with revision "G" dated 07/15/09, signed and sealed by Arshad 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 dud Small Missile Impact Resisthn 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 # 08-0527.12 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. 09- 1008.05 Expiration Date: November 06, 2013 Approval Date: December 30, 2009 Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -56, titled "Series- 1000 /1050 Alum. Single Hung Wdw. (L.M.I)" Sheets 1 through 8 of 8, prepared by AI- Farooq Corporation, dated 07/31/03 with revision "G" , dated 07/15/09, 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 1050 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5815, dated 02/13/09, signed and sealed by Michael R. Wenzel, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installationdiagram of series 1000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -5337, dated 01/25/08, signed and sealed by Michael Wenzel, P. E. (Submitted under previous NOA #07- 0928.14) 3. Test reports on: 1) Large Missile Impact Test, per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -05 -1953, dated 04/25/05, signed and sealed by Ivonne Ghia, P.E. (Submitted under previous NOA #05- 0720.01), 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 5) Large Missile Impact Test, per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -05 -1448, dated 04 /22/05, signed and sealed by Ivonne Ghia, P.E. (Submitted under previous NOA #05- 0720.01) E -1 Mamie Perez, Product Control Exa r er NOA No. 09- 1008.05 xpiration Date: November 06, 2013 Approval Date: December 30, 2009 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 5) Large Missile Impact Test, per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3820 dated 06/09/03, signed and sealed by Joseph Chan, P.E (Submitted under previous NOA #03- 0910.03) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 5) Large Missile Impact Test, per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3806 dated 06 /09/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 0910.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 07/27/09, signed and sealed by Arshad Viqar, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05 /13/09, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated August 31, 2009 signed and sealed by Arshad Vigar, P.E. G. OTHERS 1. Notice of Acceptance No. 08- 0527.12, issued to ES Windows LLC for their Series 1000 Aluminum Single Hung Window — L.M.I., approved on 07 /10 /08piring on 11/06/13. E -2 Manne Perez, Product Control E:. << r NOA No. 09- ' ::.05 Expiration Date: November 06, 2013 Approval Date: December 30, 2009 I/8 HEAT STREN'D. (LASS 090' MTERLAYER 'DUPONT SENTRYGtAS PLUS (p� o T li !! n i t e. I1 II ■ g — © 1 11 I !I II t I i II t II I II 'y I 1 n f1 6 MAX. HEACVSLL CORNERS I/O. HEAT STREN'D. GLASS SILICONE TDOW CORNING 785 0 W GLASS TYPE 'B' -5/32' HEAT STREW!). GLASS .090• INTERLAYER 'DUPONT BUTACITE PVS' t /8' HEAT STREN'D. CLASS SILICONE DOW CORNING 795 GLASS TYPE '0' F 2-- (cuss, TYPE) 5/32 HEAT STREW!). GLASS .090" IVTERLAYER C'DUPONT SENTWYGIAS PLUS' I/8' HEAT STREN'D. GLASS SILICONE DOW CORD 795 14!7Lk--- GLASS TYPE 'E' GLAZING .QFSBINB 53 I/8' WINDOW WIDTH TYPICJLL ELEVATION SERIES 1000 (sm_ SILL) IO° MAX. HEAD /SILL COMM J 3 81 /% SERIES - 1000 /I050 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMEENAT1ONS OF S.H. /S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MWUI —DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BOLDING 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 I5 USED IN DESIGN OF ANCHORS INTO W000 ONLY. MATERIALS AYCWOING BUT NOT L98TED TO STEEL /METAL SCREWS, THAT CORE INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 47 1/8' 0.4 OPG. 49 15/18' VENT WIDTH 93 1/8' WINDOW WIDTH TYPICAL. ELEVATION SERIES 1000 (19 —RISE SILL) THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. ] f J SHUTTERS ARE NOT REQUIRED. Enor: ARSH 'AGAR CIVIL fLA E 8 38883 C.4 P8. 3e SEp 0 1 2009 PW8 A.c'IIEYMES 44+0099 Nob dm ERaae. NO Cale Ai i:LL • iT.fr,7C drawing no. [ W03 -563 Feet 1 of 8 SIOtrtF ggiAI. LITES WINDO_w8J -t V 0*0 t j RFSE SILL WINDOW DIM. STANDARD TOP RAIL -- ---- REMR DUTY TOP RAIL 0LA98 TYPE 4 ''SLAM TYPES T. (`'C. IT-& 'E' 0185 TYPES T. 'C. '7 It 'E' 990T14 MEANT 22744) 110.( -) TIT.( tNT.( -) E11.( +) 1NT.( -) 19 -1/8' 70.0 800 804 90.0 80.0 90.0 28 -1/2' 70.0 80.0 80.0 90.0 800 90.0 37' 28' 70.0 _ 80.0 80.0 90.0 80.0 90.0 42' (3) 70.0 80.0 804 90.0 80.0 90.0 49' 70.0 80.0 80.0 90.0 80.0 90.0 53-1/8" 70.0 80.0 80.0 90.0 80.0 90.0 19 -1 /8' 70.0 80.0 80.0 90.0 80.0 90.0 28 -1/2' 70.0 80.0 804 804 90.0 90.0 31=p _ - 38 -3/8' 70.0 800 80.0 90.0 80.0 90.0 42' - (4) 70.0 800 80.0 90.0 80.0 80.0 49' 700 80.0 80.0 904 80.0 90.0 53 -1/8' 700 80.0 80.0 90.0 800 90.0 19 -1/8' 70.0 80.0 804 90.0 800 90.0 28 -1/3' 70.0 80.0 80.0 � A 80.0 90.0 37' 50 -9/8' 70.0 80.0 80.0 90.0 804 90.0 42' - (5) 70.0 80.0 --800 - 90.0 80.0 900 49' 70.0 80.0 80.0 90.0 900 90.0 53 -1/8' 70.0 80.0 80.0 904 80.0 80.0 19 -1/8' 70.0 80.0 90.0 800 90.0 28 -1/2' 70.0 80.0 90.0 80.0 90.0 37' 58' 700 80.0 90.0 800 80.0 42' (5) 70.0 i� o� 80.0 _ 90.0 60.0_ _ 90.0 49' 70.0 80.0 90.0 800 90.0 53 -1/8" 70.0 _ 80.0 900 804 90.0 19 -1/8' 70.0 80.0 80.0 90.0 80.0 90.0 28 -1/2' 70.0 811.0 800 90.0 90.0 37' or 700 80.0 80.0 90.0 804 42' (8) 70.0 80.0 80.0 900 80.0 49' 70.0 80.0 90.0 90.0 800 53 -1/9' 70.0 800 80.0 90.0 804 19 -1/8' 704 80.0 80.0 90.0 - 800 90.0 26 -1/2' _ 70.0 _ 800 80.0 900 804 90.0 37' 88' 70.0 80.0 80.0 _90.0 _ 804_ 904_ 42' (8) 70.0 800 80.0 90.0 80.0 90.0 49' 70.0 80.0 80.0 804 53 -1/8' - - - - 80.0 90.0 19 -1/8' 70.0 60.0 80.0 90.0 80.0 80.0 28 -1/2' 70.0 90.0 80.0 90.0 80.0 90.0 37' 74 -1/4' - 70.0 80.0..__ .80.0 904 80.0 90.0 42' (7) 70.0 80.0 8_00_ 90.0 80.0 90.0 49' - - - 80.0 _ 90.0 _ 53 -1/8' - - - - 80.0 90.0 19 -1/8' - - - - 80.0 90.0 _ 28 -1/2' . - -_ - - - 80.0 90.0 37' _ 80 - - - - 804 904 42' (7) - - - - 80.0 90.0 49' - - - - 804 900 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMS. LOST EXTERIOR( +) LOADS TO 70.0 PSF FOR STD. SILL SPD. TOP RAJ. 5-1000 9TD. TOP RAM 5 -1050 HEAVY DUTY TOP RAJ: 5-1000 ]189VY DUTY TOP 1 5-1050 UNEQUAL MT68 (ORD3L TYPES) WINDOWS DESIGN LOAD CAPACITY - PST (111 -9188 801.) WINDOW DINS. STANDARD TOP RAIL JEAVE DUTY TOP RAIL SUSS TYPE GLASS IVES 'C. 71 & T CUSS TYPES & WIDEN NECI4T EST.( +) INT.(-) ERT.(+) 1N1( -) EXT.(*) 1N1.( -) 19 -1/8' 28 -1/2' 37' 80 -5/8' 42' (5) 49' 53 -1/S' 70.0 80.0 80.0 70.0 804 80.0 90.0 90.0 80.0 804 90.0 90.0 70.0 80.0 80.0 70.0 80.0 804 70.0 800 80.0 90.0 90.0 904 WA 800 80.0 90.0 90.0 90.0 70.0 74.0 80.0 90.0 804 904 19 -1/8' 2G -1 /2' 37' 42' 49' 3' (5) 70.0 80.0 80.0 70.0 804 800 900 904 80.0 800 90.0 90.0 70.0 80.0 80.0 70.0 80.0 80.0 904 90.0 80.0 80.0 90.0 90.0 804 90.0 19 -1/8' 28 -1/2' 37' 42" or (8) 70.0 600 80.0 70.0 80.0 80.0 _ 70.0 80.0 804 90.0 90.0 904 80.0 80.0 804 80.0 90.0 80.0 90.0 80.0 19 -1/8' 26 -1/2' 37' 88' (8) 70.0 804 80.0 70.0 -_, 80.0 80.0 90.0 89.0 80.0 80.0 90.0 90.0 90.0 19 -1/8' 26 -1/2' 74 -1/4' (7) 70.0 80.0 80.0 90.0 70.0 80.0 80.0 90.0 804 80.0 90.0 90.0 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER 3A85. 1.181' EXTERIOR( +) LOADS TO 70.0 PSI' FOR STD. SJ4.. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC- 2 19 N Env ARAM HOAR FLA. PE 8 38883 PRODUCT eaN 4 C.I.N. 3538 06104Cake leispikkeks SEP 0 1 /009 INTO CONC) TYPICAL ANCHORS SEE ELEY. FOR SPACING g ro 2 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 ELUL FOR SPACING O 2 OR •• • 1 -1 (18Y BQC& • P' (DIRECT_Y INTO CONC. OR MASONRY) 114 SMS OR SELF DRNU NG SCREWS ONE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MUWOiS (NN. THK. a .0901 INTO METAL STRUCTURES STEEL : 12 CA. MW. (Fy = 36 KSI ALUMINUM : 1/8" THK. MIN. (5063 -T5 ANN.) (JILL!. IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1 -1/2" MIN. INTO WOOD STRUCTURE = r MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE Pc - 3000 PSI MN. C-90 HOLLOW/FILLED BLOCK Pm = 2000 PSI MN. SEALANT; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD SEAM SEALER SM5504. WEEPHOLES; Wi = 1 -1/2" X 3/16" WEEPHOLES AT 4" FROM EACH END W2 = 1 -5/16" NOTCH AT EACH END SERIES -1000 VENT %NTH SPRING LOADED LATCHES EnW AR9 4C MAN CAN. RA PE % 38383 cAN. 335/21 SEP 0 1 2009 0 . 1.a— • { drve ng no.1 LWo03 -56 sheet 3 of 8: ,BY WOOD BUCK OPTIONAL TO BOTTOM LATCH OPTIONAL TO BOTTOM LATCH (13.3 a s g Engr. M9+A8 NOAR CIVIL FIA PE) 38883 CA. 3338 SEP 0 1 tons TYPICAL ANCHORS SEE ELEV. FOR SPACING SERIES -1050 1 VENT WITH SWEEP LATCHES Paseure NEV ' 42aecTptder vet Pteride aPAAITO rua Me eiglaria. 5 - ---- - drawing no. 1NO3 -561 :sheet 4 of 40 TYPICAL ANCHORS \5EE EL511. FOR SPACING ITEM M PART # REGD. DESCRIPTION MATERIAL MANE. /SUPPLIER/REMARKS 1 ES1001 -1 1 FRAME HEAD 6083 -06 - 2 ES1002 -1 1 FRAME SILL (STO.) 8083 -76 - 2A 3 ES1 101 1 FRAME SILL (HI -RISE) 8063 -T6 - ' 551003 2 FRAME JAILS 6063 -T6 - 4 551005 -1 1 FMED MTG. RAII. (FOR SPRING LATCH) 6083 -78 - 4A ES1051 1 FIXED MTG. RAII (FOR SWEEP LATCH) 6083 -78 - 5 551004 -1 1 STO. VENT TOP RAIL. (FOR SPRING LATCH) 6063 -T6 - - 5A 58 552004 1 HEAVY DUTY VENT T0P RAIL (FOR SPRING LATCH) 8083 -08 - i 551052 1 STD. VENT TOP RAIL (FOR SWEEP LATCH) 8083 -T6 - __ 9C _ 6 551053 1 HEAVY DUTY VENT TOP RA11. (FOR SWEEP LATCH) 8083 -76 - 551006 -1 ' 1 VENT BOTTOM RAIL 6063 -T6 - 7 551007 -1 2 VENT SIDE RAIL 6083 -16 - - 8 5511108 -1 AS ROM. GLAZING BEAD 9 9A 551009 -1 2/VENT SPRING LOADED VENT LATCH 8003 -75 AT 6" FROM ENDS - 2/VENT SWEEP LATCH ZAMAK AT 11" FROM ENDS 98 #8 X 1' 2/ LATCH LATCH INSTALLATION SCREWS - ST. STEEL FH SMS .. _ . - ... .. 10 551012 1 /LATCH LATCH SPRING 11 551010 AS RECD. GLAZING WE00E SOFT PVC - PH SM5 12 #8 X 1" 20 FRAME & VENT ASSEMBLY SCREWS CRS 13 ES1011 2/VENT SASH CAM CELCON - 14 43820 -187 AS 5002. PILE W'STPoPPNG WITH PLASTIC FIN - AMESBURY OR EOUIV. 15 43828 -187 AS RECD. PILE W'STRIPPNC WRH PIASflC FIN - AMESBURY OR EOUN. 18 - 2/ VENT BLOCK & TACKLE BALANCE SERIES 120 BY 851 - 17 - 551013 -1 2/ VENT SPIRAL BALANCE - 18 2 SASH STOP - - 19 , 551505 - FLUSH FRAME ADAPTER 6063 -T5 OPTIONAL 20 - 1 5/16' BOX SCREEN - OPTIONAL TYPICAL ANCHORS SEE ELEV. FOR SPA ING7 SERIES -1000 SERIES -1050 Engn AR9440 410*9 Fla PE 1138863 CAN. 1538 SEP 0 1 2009 41OFti+'1:4 itEV1i:i) as complywN 4 A ON Pbut& rya 'A, 8'- s.: ig dra ing no. W03 -56 sheet 5 of 8 ALT. /TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS `-SEE ELEV. FOR SPACING MLt1.11-OARE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS, SEE ELEV. FOR SPACNG Di ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DUAILS WITH FLUSH FRAME ADAPTER Fsgr: ARSHAO MOAN FIA PE _38863 CAN CML SEP 0 1 2009 az 8 aml8e 88 02 �m mag o36 e cu c } 9 c [(Wowing no. W03 -56 (street 6 of g k--- -- -2.190 1 F OQ 1.130 - 1.130 4 I '� L J , W �I . p 3 .99�- .71 I- -2.330 II .082 jlk .809 �+ -7 1 ,.3I44 -i �IIL< ■ ■IIL+ +'Mss j 2A`63 1.344 - .082 2.081 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE ?MAW FLORIDA 33174 1E1.. (305)264-8100 FAX. (305) 2024378 813 .790 .77� g00 ..LLL��... //-- �g� STO .930 SERlzS -1000 .813 I. -� ,� STD. VENT •.:l .813 + -i.� 2.288 a FLUSH FRAME ADAPTER 2.392 Q FRAME HEAD RAIL .930 .-- TOP RAIL �a.288�.813� ,.230 .078 i- 1.122 -a+ 1.630 -1 .930 -1,830 - 1.130,. 2.330 .930 1.221 ,.290 , r NU-El 2 83 ,.250 .tS3 I'{j'j�(}_I {U �U_L �I US7L1 .080 - 2.093 1.400 I F 1.122 .062- H.D. Q 082 -+ 082 . '_ .. - .® VENT .760 LATCH (sus-1000/1050 ALIBI MGM HUNG WOW. (LILO) ES. WINDOWS. LLC 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 //�� Imo-- 1.3441 `1 FRAME JAMB 1 -H 362L. VENT TOP RAIL SERIES -1000 [ -1.962 M.D. VENT TOP `� SERIES -1060 RAIL 6 -1 -.328 .943Ijjj� -y .147 .992-1 I 992 I .803 082 1 � \J GLAZING Eta 2 BEAD --I 1--280 1 t GLAZING WEDG .282 1.290 1 ,.875 2.113 .082 1.250 DI 2.181 I .994 .982 p-.949 -.I .715 r_ /a� MEETING \" 1.212 --- RAIL SERIES -t000 �-, v 1 1.212 MEETING RAIL SERIES -1090 .813 2. 96 .857 - .062 .930 8 FNNO--CH AN SHED O CHANCE Tim SHEET 1 g LLii 1.290 489 Ed .082 � 0 VENT t.434 SIDE --4 4-- RAIL �+- 4 . -1.149 - ((6"1 VENT BOTTOM RAIL 2.457 3.127 .Qo"g882 v 88338 1 ^ ^ 0 8 fi 0 .710 2.457 .062 - 2.502 .v 1.335 Eeq: 4s o VOW. CM FLl PEA 3883 C `5938 r !` SEP 01 2009 1P7OMAICP favu a aseeapbtag with Ike PTarlde 9 Co* -'- / // ��i ..-r .874 ten 1.679 - drowing no. W03 -56 r^1 2.131 \2) FRAME SILL (STD.) 2.331 2 FRAME SILL (HI -RISE) sheet 7 of 8 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows LLC 10653 NE Qnaybridge Ct. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: 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 svww.miamidadesgov/buildingcode (Series 2000 /2050 Aluminum Horizontal Sliding Window - I.11I.L APPROVAL DOCUMENT: Drawing No. W03 -75, titled "Series- 2000 /2050 Alum. Horiz. Sliding Wdw. (L.M.1)", 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 Sniall IV,Ilssile 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. 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 Viqar, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a series 210 horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5811, dated 02/16/09, signed and sealed by Michael R. Wenzel, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with narked -up drawings and installation diagram of series 2000 aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -5475, dated 12/20/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA #08-0527.13) 3. Test reports on; 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of series 2000 aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FM-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, S 201 -94 E -1 Manuel Perez, P Product Control Ex NOA No. 09 -1008. i 6 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 L Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated August 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/ 1.08 and expiring on 11/06/13. E -2 Manuel P P.E. Product Contro er NOA No. 0 - 005.06 Expiration Date: November 06, 2013 Approval Date: December 23, 2009 1/8- ANN. GLASS .080" INTERLAYER ' DUPONT SENTRYWAS PLUS' 1/8 ANN. GLASS 1/8' HEAT STRUM. GLASS 8" MM. .090" INTERLAYER HEAD /SILL 'DUPONT SENTRYGIAS PLUS' CORNERS 1/8" HEAT STREN'D. OIASS STUCCOS µ 1 WUC ONE DOW CORNING. 795 z W DOW CORNING 795 GLASS TYPE 'A' GLASS TYPE 'Al' 1/8" ANN. QASS .090' TAT ERLAYER IMPOST 8UT/CRE PV8' ... 1/8" ANN. GLASS SILICONE DOW CORNING 795 GLASS TYPE 'B' 3/18" ANN. GLASS .090' CNTERULYER 'Du'DNT SENTRYGLAS PLUS' 3/16' ANN. GLASS SIUCANE DOW CORNING 795 �spQi m� 3 y Y � C 111' THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. GLASS TYPE ','EV 5 /32" HEAT STREN'0. GLASS 090' INTERLAYER DUPONT BUTAGTE PVB' 1/8' HEAT STREAM. GLASS SILICONE 5/32" HEAT S T RE N' 0. 01.439 .090" INTERLAYER DUPONT SENTRYOLAS PLUS' 1/8' HEAT STREN'D. GLASS SILICONE OOW CORNING 795 F OOW CORNING 795 GLASS TYPE 'C' CLASS TYPE a GLASS TYPE 'E' 33 3/8' OL DIG. TYPI AL ELEVATION SERIES 2000 1 FALSE MUMPS z-WY BE USED 33 1/2' O.L. OPC. 37 5/8' VENT W DTH SERIES -2000 /2050 ALUM HORIZ. SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WIDOWS USING MIAMI —DADS 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 HURRICME ZONE (HYNZ). 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 S USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING am NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DSSIMRM MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLOC. CODE SECTION 2003.8.4. Emir: ARSHAO W i w � C.N. JOB LAMINATED GLASS LARGE MISSILE IMPACT SEP 1421)09 LRVDUC'r REVLgED IOC' "v waa tas Maria Was V\ Ei Onio 0 S 1 k 8 drawing no. W03 -75 {sheet 1 of 9) WINDOW WIDTH 10" MAX. HEAD/SILL is I it - II _ - --0 11 ===447414=== j1 � ;1 - I 1 11 V i� -0- I - -- n �% i' , 0 11 I ,; � 11 �I - �i 0 __- -1104- 11 nc , T% 4 I, 1/ q J1,� __.,t,;.. y 0 I, II 11 1: 8 J T ,; I, II - -- 1' - -- li % ' 1 I, 11 */j�, ,1 II II II �I .1 '' - -- L THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. GLASS TYPE ','EV 5 /32" HEAT STREN'0. GLASS 090' INTERLAYER DUPONT BUTAGTE PVB' 1/8' HEAT STREAM. GLASS SILICONE 5/32" HEAT S T RE N' 0. 01.439 .090" INTERLAYER DUPONT SENTRYOLAS PLUS' 1/8' HEAT STREN'D. GLASS SILICONE OOW CORNING 795 F OOW CORNING 795 GLASS TYPE 'C' CLASS TYPE a GLASS TYPE 'E' 33 3/8' OL DIG. TYPI AL ELEVATION SERIES 2000 1 FALSE MUMPS z-WY BE USED 33 1/2' O.L. OPC. 37 5/8' VENT W DTH SERIES -2000 /2050 ALUM HORIZ. SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WIDOWS USING MIAMI —DADS 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 HURRICME ZONE (HYNZ). 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 S USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING am NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DSSIMRM MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLOC. CODE SECTION 2003.8.4. Emir: ARSHAO W i w � C.N. JOB LAMINATED GLASS LARGE MISSILE IMPACT SEP 1421)09 LRVDUC'r REVLgED IOC' "v waa tas Maria Was V\ Ei Onio 0 S 1 k 8 drawing no. W03 -75 {sheet 1 of 9) (DESIGN LOAD) (CAPACITY) 8. (PSF (X0) OR OX SIZES) SERIES 2000/2050) TANDOH DHSS. A STD. MTG. RAH. B.H. MTG. RAE. GLASS TYPE 'A' MASS TYPE 'D' GLASS TYPE 'Al' 91085 TYPE 'Bl' MASS TYPE 'C' CUSS TYPE .D. GLASS TYPE 'Al' GLASS TYPE 'Bl' GUMS TYPE YY GLASS TYPE 'E' 1119TH IEOB T EXT.( +) SIT.( -) EXT.( +) INT.( -) EM•( +) 004 -) ExT.( +) INTd -) 28-I/2 37 53 -1/8' 74' 48' (3) 3 70.0 80.0 70.0 90.0 70.0 000 80.0 90.0 4 70.0 80.0 70.0 90.0 700 800 800 90.0 5 70.0 80.0 700 80.0 70.0 800 800 80.0 7 70.0 80.0 700 90.0 700 80.0 80.0 90.0 28 -1/2' 37' 53 -1/8" 74' 33-3/8 (3) 3 700 80.0 70.0 90.0 70.0 80.0 800 90.0 4 70.0 00.0 80.0 70.0 90.0 700 800 90.0 90.0 5 70.0 - 700 90.0 700 800 800 900 7 70.0 800 70.0 90.0 70.0 ✓ 0.D 800 90.0 20 -4/2" 37' 33 -1/5' 74' 50-5 /S (4) 3 70.0 880 70.0 90.0 700 0.1.0 MO 90.0 4 700 80.0 70.0 90.0 700 80.0 80.0 90.0 5 70.0 80.0 70.0 90.0 700 80.0 80.0 900 7 - - 700 90.0 700 800 00.0 900 28 -1/2' 37' 53 -1/8' 74' 67' (5) 3 4 70.0 80.0 70.0 900 70.0 800 800 90.0 58.5 07,3 700 00.0 70.0 800 80.0 90.0 5 42.8 48.7 70.0 85.8 70.0 800 80.0 90.0 7 - - - - - - 80.0 90.0 24' 38' .8' 90' 72' ) 3 700 800 70.0 90.0 700 80.0 80.0 500 4 70.0 80.0 70.0 900 700 600 80.0 90.0 5 8 70.0 800 70.0 900 700 800 80.0 900 70.0 80.0 70.0 90.0 700 800 800 90.0 7 70.0 80.0 70.0 90.0 70.0 000 900 90.0 24" 38' 48" 00' 72' 3 700 80.0 700 90.0 70.0 - 800 80.0 90.0 4 700 80.0 70.0 90.0 70.0 800 80.0 90.0 3 70.0 80.0 70.0 90.0 70.0 800 800 90.0 6 _ 7 70.0 80.0 70.0 00.0 70.0 90.0 70.0 80.0 70.0 90.0 70.0 800 800 90.0 24' 36" 48' 80" 72' 3 70.0 800 700 90.0 700 800 80.0 90.0 4 70.0 80.0 70.0 90.0 70.0 300 8810 90.0 3 70.0 80.0 70.0 80.0 700 60.0 80.0 90.0 8 700 80.0 70.0 90.0 70.0 800 80.0 90.0 7 700 80.0 70.0 90.0 700 800 80.0 90.0 24' 30- 4r 00' 72 3 700 800 70.0 90.0 70.0 ED 800 900 4 700 80.0 70.0 90.0 700 800 800 90.0 5 94.2 81.9 70.0 90.0 70.0 800 80.0 90.0 6 45.1 91.5 70.0 87.3 70.0 600 800 90.0 _0 90.0 7 - - 70.0 78.7 70.0 78.7 800 A a N0. OF ANCHORS PER HEAD & SILL ( ) + N0. OF ANCHORS PER JAMB STD. SILL 19Ot6l TI RISER Ldrt Exr.(+) LOADS TO 53.3 PSF STO. SILL OOH RISER we EXT.( +) LOADS TO 70.0 PSF 80 -RISE SILL 961)1001 RISER 4 10 -RISE SILL 1MR1 RISER 19819 E18T.( +) LOADS TO 67.3 PSF LIMO EXT.( +) LOADS TO 80.0 PSF 8T0. 31T0. RAIL 5-2000 STD. MTG. BAs, 5 -2050 $.D. LTTG. RAIL 5 -2000 JUL 11172,AUL 5 -2050 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 V4ce': 49140 YItlAR CML iaE taw SEP 14 2009 PIsuul r MOW) isotope/Mg with the ➢Iodde 83e0adR e A 0 » drawing no. W03 -75 (sheet 2 of 9 ) DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2050 WINDOW DIMS. A STD. MTG. RAIL. H.D. MTG. RAIL GLASS TYPE 'A' GLASS TYPE '9' GLASS TYPE 'Al' GLASS TYPE 'Bl' GLASS TYPE 'C' CLASS TYPE 'D' GLASS TYPE 'Al' GLASS TYPE 'Bl' GLASS TYPE 'D' GLASS TYPE 'P.' WIDTH FREIGHT E70.( +) INT.( -) ETT.( +) WT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) 74' 109 -1/4' 111° 28° (3) 7 70.0 80.0 70.0 805 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 80.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 80.0 74' 106 -1/4° 111° -3/8° (3) 7 70.0 80.0 70.0 905 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° 109 -1/4 111- 5C-5/8 (4) 7 70.0 ✓ 0.0 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 - - - - - - 8.0 90.0 74° 106 -1/4° 111' 53- (5) 7 45.4 51.9 70.0 90.0 70.0 60.0 80.0 90.0 10 _ - _ - - - 80.0 90.0 10 - - - - - - 80.0 90.0 72' 84° 95' 158" 24' (2) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 72' 84' 98" 108° 38° (3) 7 705 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 80.0 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' 89' 08" *09' 48° (4) 7 70.0 80.0 70.0 90.0 70.0 80.0 60.0 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 90.0 790 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' 90' 108' 80° (3) 7 54.2 81.9 70.0 90.0 70.0 80.0 80.0 90.0 8 47.6 94.4 705 90.0 70.0 80.0 80.0 90.0 9 - - 70.0 83.9 70.0 805 80.0 90.0 10 - - 70.0 78.7 70.0 78.7 80.0 90.0 A ■ N0. OF ANCHORS PER HEAD & 911.1. ( ) NO. OF ANCHORS PER JAMB SID. SILL WITHOUT RISER (1/351) (1 /351) (1 /3W) Sri IS.. . RAIL CLASS TYPE 'A' GLASS TYPE 'B' OPERATING VENTS TO BE 1/3 OE THE WINDOW WIDTH STD. 9111 WITH RISER LIMIT EXT.( +) LOADS TO 53.3 PSF LIMIT EXT.( +) LADS 70 70.0 PSF 1531-2429....8613 8-2000 fo5 MTG 9D4 8 -2950 x n 8,0. MTS. 1158 0-2055 w -RISE 51LL WIT1 UT RISER Arm. 8614 9-2055 DESIGN LOAD CAPACITY - PSF ()COX SIZES) SERIES 2000 /2050 r' WINDOW DINS. A STD. MTG. RAIL IS.. . RAIL CLASS TYPE 'A' GLASS TYPE 'B' CLASS TYPE '111' Gt so: 7-FE 'Bl' GLASS TYPE 'C' CLASS TYPE b' GLASS TYPE _'AI' GLASS TYPE 'Bl'- GIASS TYPE 'D' GLASS TYPE 'E' 51054 HEIGHT EXT.( +) MU-) EXT.( +) PIT.( -) EXT.(+) PR.( -) EXT.( +) INT.( -) 74' 108 -1/4' 111' 28° (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 805 90.0 10 70.0 80.0 70.0 905 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 74° 108 -1/4° 111° 38 -3/8° _, (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 - - 70.0 90.0 70.0 80.0 _ 80.0_ _90.0 _. 10 - - - - - - , 00.0 90.0 74 °/8° 7 - - 70.0 90.0 70.0 80.0 80.0 90.0 ra•� 7 - - - - - - 80.0 95.0 72' 64" 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 75.5 80.0 no 90.0 70.0 e0.0 80.0 90.0 72' or 99" 106° 36' (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 80.0 8 70.0 80.0 70.0 90.0 70.0 70.0 80.0 80.0. 80.0 80.0 90.0 90.0 9 70.0 80.0 70.0 90.0 10 - - 70.0 90.0 70.0 80.0 80.0 90.0 72" 84' 98' 48" (4) 7 70.0 80.0 70.0 90.0 70.0 80.0 890 90.0 8 - - 70.0 90.0 70.0 90.0 80.0 90.0 8 - - - - - - 80.0 90.0 72° 80° (9) 7 - - 70.0 90.0 70.0 805 80.0 90.0 HI -RISE SAL WITH RISER UMW EXT.(4) LOADS TO 68.7 PSF LOST EXT.( +) LOADS TO 80.0 PSF A o N0. OF ANCHORS PER HEAD & SILL ( ) m N0. OF ANCHORS PER JAMB (1/4w) (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 DCAOS -DEC -219 tn4r 67196A0 510A6 • FLA. PE 9 38869 CAN m.35 SEP 1 4 2009 2 P +g� 5. a a8 19 V P 51 2 drawing n5. W03 -75 Sheet 3 of 9 ) TYPICAL ANCTORS SEE ELEV. FOR SPACING Mena. STRUORIRE tay WOOD BUCK WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ed 4 4 'de • ee 4 ° .4 e ° 4 TYPICAL ANCHORS SEE ELEV. FOR SPACINC M (I -DADS COUNTY APPROVED MULLION & MULUON ANCHORS SEE SEPARATE NOA • T TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS; SEE aEV. Fat SPACING (1141 U (fFu -T17 KSI. Fv= IN IRVIZTIY:EMMED @2!1) 11913911 M EPRIT-WW-CONC7-7.117.) •1 4 SMS S£LF DRI NG _Km owe 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090 INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 K9 MIN.) ALUMINUM : 1/8° THK. MIN. (6063 -T3 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1WICAI. EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2 - MN, INTO WOOD STRUCTURE = 1 ° MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE re - 30X0 PSI MM. 0 -90 HOI.LOM /FIU.ED BLOCK Pm - 2000 PS M1N. SEALANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE /ALUMINUM COLORED SILICONE. WEEPHQLES: Wt = 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 SERIES -2000 SERIES -2050 O v IBf MOOD ROCK EAg: ARRANT VICAR, FLA. PE 14763 9 4 0 0 0 PBODUGT REVISES aasplyleg withlbeFlorldo issipience 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCtiDRS SEE ELEV. FOR SPACING SEP 1 4 2009 (»nom 4 ofA) TYPICAL ANCHORS SEE ELEVS. FOR SPACING ALT. ABA81 -DADS COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS S££ ELEV. FOR SPACING ITEM PART 9 QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /BEMARIS 1 051003 1 FRAME HEAD 6083 -T6 - 2 052001 1 STD. FRAME SILL 8003 -T8 - 2A ES2012 1 HI -RISE FRAME SILL 8063 -T6 - J 052003 1 FRAME 44840 6063 -T8 - 5 E51005 1/ VENT FIXED RAIL (5- 2000) 6063 -T6 SB ES1051 I/ VENT FIXED RAIL (S- 2050) 6083 -T6 - 6 01004 1/ VENT 670. VENT MEETING RAIL (S- 2000) 6063 -78 - 8A ES2004 1/ VENT H.O. VENT MEETING RAIL (0- 2000) 6063 -T6 - 68 091052 1/ VENT STD. VENT MEETING RAIL (S -2050) 6063 -76 - 6C ESI053 1/ VENT H.O. VENT MEETING RAIL (S- 2050) 6063 -T6 - 7 051007 2/ VENT TOP AND BOTTOM RAIL 6063 -T5 - 8 051006 I/ VENT JAMB STILE 6083 -75 - 9 ES2006 AS REOD. GLAZING BEAD 6083 -T5 - 10 052002 1 51LL TRACK INSERT 6063-75 - IT 052011 AS REGD. 570. 51L. RISER 6063 -T5 - 12 051009 2/ VENT SPRING LOADED VENT LATCH 6063 -T8 AT 8' FROM ENDS 12A 9.203 2/ VENT SWEEP LATCH ZAMAK AT 11' FROM ENDS, BY INTERLOCK 128 16 0 1' 2/ LATCH LATCH INSTALLATION SCRENX0 - F14 SMS _ 13 061012 1/ LATCH AS RECO. VENT IATCI4 SPRING ST. STEEL - 74 01925114 FOAM FILLED FABRIC WSTRIPPING - SCHLEGEL 44A W23221140 AS 8000. FIN SEAL PILE WSTRIPPING - ULTRAFA9 75 Q8 X 1' AS REGD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. 5M5 18 S8 X 3' 2/ VENT FOX. RAIL SILL SCREWS (STD. SILL END) CRS P.H. SMS 18A #10 X 4° 2/ VENT 71X. RAIL SILL SCREWS (HI -RISE Sal END) CRS P.H. SMS 17 W2321NG AS REOD. VENT & FIX. RAIL WSTRIPPING - LLTRAFA9 18 W232917*0 AS RECD. FRAME JAMB WSTRIPPING - ULTRAFAB 19 WPHL -100 2 BAFFLE - M & N PLASTICS 20 B8 X 1/2° 2/ BAFFLE BAFFLE SCREW - F.H. SMS 21 051010 AS 44000. !RAZING GASKET SOFT PVC - 22 552007 4/ VENT (ROLLER HOUSING & GUIDE PLASTIC - 23 052006 2/ VENT ROLLER 8RASS /ST. ST. - 24 052005 2/ VENT R0L1.0R P64 ST. STEEL - 25 - 1/ WEEP OPEN CELL FOAM PAD - 1° X 3/4° X 1° LONG 26 - 1/ VENT 5/16° BOX SCREEN - OPTIONAL 27 051505 - FLUSH FRAME ADAPTER 6063 -75 0PR0NAL u Pi g Q „S a 81 guo id g oilio, a 5 1 0 1 c a 14 0 8 droving no. W03 -75 (cheat 5 of 9 VENT WIDTH P 'IBy WOOD SUCK HETAL STRUCTURE TYPICAL ANCHORS v. SEE ELEV. FOR SPADING TYPICAL ANCHORS SEE ELEV. FOR SPACING XO LAYOUT ox OPPOSITE HEAD TYPICAL ANCHORS SEE ELEV. FOR SPACING XOX LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING SERIES -2000 VMS WITH SPRING LOADED LATCHES .L, FLA PE H .38863 CAN. SEP 1 4 2009 Z fig gg g 5 S e r a 8 c< u 8 k a v drawing no. W03 -75 (sheet 6 of 9 ) HEAVY DUTY MICA. ANCHORS SEE ELEV. FOR SPACING XOX LAYOUT SERIES -2050 VENTS WITH SWEEP LATCHES 4$,s. same vion4 ACA L MIMEO SEP 14 2009 drawing no. W03 -75 (sheet 7 of 9) 2.330. .857 .837 2.063 .082 2.063 .082 V `� 4 3 d 1� �coi V ffrji. b13 }° - 1.242 I .082 1.400 HEAD .t. 081 .547 .71 - 8 . _Jr }-� I �- AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1238 &W. 87 AVE MIAM), FLORIDA 331.74 TEL (XOE) 2448100 FAX. (808) 3028978 � 0 VENT 2 1.434 813 I (9l GLAZING BEAD _ STD. MEETING STD. MEETING .930 -I TOP /BOTTOM I RAIL 1.250 - RAIL ..1.250 RAIL 1.421 .780 O SERIES -2000 v.9 SERIES -2050 O 930 FRAME 2.188 ,O82 � 9149 t.1a2 .078 - 1.230 2.083 2.083 .062 .992 - Li 18 - j� 1.149 d89 ® ---t .868 .930 L- 1.630 .930 1.630 9 2996 3 .092 TYP .983 ) i 2.375 .500 - 1.250 - JAMB STILE .813 12 VENT LATCH t - 1.250 - 1.250 g 51 1 1 ES. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 MIAMI, FL 33166 TEL. (305) 624 -7775 FAX (306) 624 -7777 770 2190 .082 O H.D. MEETING NGG RAIL ® H.D. 1aE5 -2050 L 5f10 2.130 I h- aaee-1 - ---0. -._All 2113 - 1.675 - 2.181 .994 �j I ® FLUSH FRAME ADAPTER 2.392 .062 2555 1.678 O STD. FRAME 2.330 SILL 1.212 .B92 1.212 6 992 2� .8� �//�y'�� .../ .082 1.260 - FIXED SERIES RAIL 2000 98 .062 1.x90 - FIXED RAIL SERIES -2050 .9921 �°'1.118-^ f I _�42 .983 .078 .. I I �°.988�1 O3 FRAME JAMB .813 3.437 .078 A82 2.818 _ T dsacrmtion NO CHANGE THIS SHEET UPDATED FOR 404 i8C NO CHARM THIS 94E1 if .048 .490 2.500 IIMNI 5W h --2330 ® HI -RISE FRAME SILL t t SILL RISER mitt "9 �; -..._. - . - 3+k .h -II IF-- i .188 -I I .062 .250 Emr . A .,40 �t""" 1+ C n. SEP 142009 1p9DUCT .: l�i� ! %�. J', :r �P.: 7r 0t3 , ,. I'.- .f�.- _i�,. 6 j__,,.,.,.. sta �� t0 SILL 1.098 TRACK .543 �' .250 VINYL drawing no. W03 -75 21 BULB (sheet 8 of 9 FRAME TOP CORNER VENT TOP /BOTTOM CORNERS 2 tX 2 1 1 1 FRAME BOTTOM CORNER FIXED MTO. RAIL CORNER SEP 14 2009 growing no. W03 -75 (sheet 9 of 9 ) (Series 1500 Alutninuni Fixed Window — L.M.) l BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. MIAMI -DADE COUNTY, FLORIDA METRO -DAI)K FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.Eov/buildingcode DESCRIPTION: 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: La e and Small Missile In) *act 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 -i and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. Lt. II IIal APPROVED: OA No. OS- 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. 141L-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 Edmund() Largaespada, P.E. (Submitted under previous NOA #06 -0308 05) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3810, dated 05/16/03, signed & sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 0910.01) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a alum. fixed windows mulled together, prepared by Fenestration Testing Laboratory, Inc. Test Report No. 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 ner 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.1. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated March 26, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated March 26, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL -5339, issued by Fenestration Testing Laboratory, Inc., dated February 7, 2008, signed and sealed by Michael R. Wenzel, P.E. G. OTHER 1. Notice of Acceptance No. 06- 1201.05, issued to ES Windows, Inc., for their Series 1500 Aluminum Fixed Window — L.M.I., approved on 02/01/07 and expiring on 11/06/08. E -2 Manuel Pe . '.E. Product Control ern finer NOA No. 0: •,I 17.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 fr,WINDOW WIDTH a-r - _ �I I 31 A-L— —J 1 WINDOW WIDTH ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW NAPE warm SQUARE OR RECTANGLE AS SHOWN IN DOTTED IJNES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. e° MAX. FROM ENDS 12 FALSE MUNTNS HEAD /S8.1. / (SuRFACE UAP L ®) MAY BE 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 MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS ON SALTS 2' & 3: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 /2007 EDITION INCLUDING NIGH VELOCITY HURRICANE ZONE (HVH2). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LSTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS I5 USED IN DESIGN OF ANCHOR INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO SIEEL /METAL SCREWS, THAT COME 8TO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2009.8.4. 44 9/8° D.L OPG. 48' WINDOW WIOT11 TYPICAL- ELEVA?LON THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHIRTERS ARE NOT REQUIRED. E NUN FAMLaO PtfOUC!' REVISED STRUCIURES NA. PE 16597 Hs WoPITI0E with CAM B61dla8 Cade AYR 0 3 2008 0 DAM i// sheet 1 of 7 t I 1 y re' I1 11 �1 II II 11 1 II II 0 II 0 11 - II II / 1 II 1 II II �I L I T. Ii QI 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 MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS ON SALTS 2' & 3: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 /2007 EDITION INCLUDING NIGH VELOCITY HURRICANE ZONE (HVH2). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LSTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS I5 USED IN DESIGN OF ANCHOR INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO SIEEL /METAL SCREWS, THAT COME 8TO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2009.8.4. 44 9/8° D.L OPG. 48' WINDOW WIOT11 TYPICAL- ELEVA?LON THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHIRTERS ARE NOT REQUIRED. E NUN FAMLaO PtfOUC!' REVISED STRUCIURES NA. PE 16597 Hs WoPITI0E with CAM B61dla8 Cade AYR 0 3 2008 0 DAM i// sheet 1 of 7 -1/8' ANN. GLASS 090' INIERIAYER F'OuP0Nr 872ACITE PVB' ` I - 1/e' ANN. GLASS 00016NO 785 ADHESIVE FOAM TAPE GLASS TYPE 'A' 3/18' ANN. GLASS .080" ONTEN.AYFR ¶'DUP0NT 51NTRYGLAS PLUS' y -3/16' MAN. MASS SILICONE POW awes 795 ADHESIVE R2AN7 TAPE GIASS TYPE 'B' 3/18' HEAT STRENIO. GIASS .090' ORERLAYER f •LXFw T S2NTRIGLAS PLUS' -3/18' HEAT STREW!). GLASS SILICONE r806 CORNING 795 AUHESNE FOAM TAPE 5 GLASS TYPE 'C' GLASS TYPE •B1' �.^ 3/16' HEAT STREWS. GLASS . .090' INTERIAYER 'DUPONT 91.103TE P68' r- -3/16' HEAT SIREN•D. GLASS (DESIGN LOAD CAPACITY. 4 W WINDOW DIMS. 618210 me a' k V CNC1Ion. rYPL'S 61 6)(J 003 TYPE 'A 6IASS TIPS V & 'B1' MASS 7666 'C: Y1 8 72' 01ASS TIPS T • GLASS TIPS 'B' 8 'Br t f.". -'di-) ' WIDTH HE161ff EXt.( +) 1M {) OQ( +) 1N11.(-) EICT.( +) INL( -) OR.( +) 1117.(-) E7R {+) 1NG( -) Oro) l0.( -) 19 -1/8' 26 -1/2' 37' 48' 53 -1/8' 26' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 68.5 885 86.5 98.5 88.5 888 70.0 709 70.0 90.0 70.0 980 86.5 885 885 888 66.5 683 70.0 705 70.0 90.0 70.0 60.0 688 68.5 865 065 66.5 885 70.0 70.0 70A 909 70.0 80.0 18 -1/8' 26 -1/2' 37' 48' 53 -1/8' 38--3/8' 70.0 70.0 70.0 900 70.0 WA 70.0 70.0 70.0 90.0 70.0 SA 64.2 65.2 65.2 85.2 65.2 65.2 70.0 70.0 700 90.0 70.0 805 48.7 48.7 48.7 4 8.7 48.7 487 88.1 88.1 70.0 90.0 70.0 SA 45.0 45.0 45.0 45.0 48.0 4&0 85.7 95.7 70.0 90.0 70.0 80.0 45.0 45.0 450 45.0 459 45.0 65.7 65.7 70.0 90.0 70.0 80.0 19 -1/8' 26 -1/2' 37' 48' 53 -1/8' 50 -5/8' 70.0 70.0 70.0 90.0 70.0 880 70.0 70.0 70.0 905 70.0 809 65.2 65.2 65.2 85.2 652 65.2 70.0 70.0 70.0 90.0 70.0 80.0 46.7 46.7 46.7 46.7 46.7 487 68.1 88.1 70.0 90.0 70.0 809 - - 38.0 38.0 36.0 36.0 - - 70.0 90.0 70.0 809 - - 34.1 341 341 34.1 - - 66.4 85.3 86.4 75.9 19 -1/8' 28 -1/2' 37' 48' 53 -1%8' 58' 70.0 70.0 70.0 110.0 700 80.0 70.0 70.0 70.0 90.0 70.0 880 65.2 652 95.2 85.2 0.2 85.2 70.0 70.0 70.0 90.0 70.0 80.0 46.7 48.7 46.7 48.7 48.7 46.7 88.1 88.1 70.0 80.0 70.0 80.0 - - 38.0 38.0 38.0 38.0 - - 709 90.0 70.0 80.0 - - - - 32.5 32.5 - - - - 93.2 72.3 19 -1/8' 28 -1/2' 37' 43' 53-1/8'+ 83' 1 70.0 700 70.0 903 700 800 760 70.0 70.0 960 70.0 80.0 65.2 65.2 65.2 852 682 852 70.0 70.0 700 905 70.0 80.0 - - 48.7 48.7 48.7 46.7 - - 70.0 60.0 70.0 880 - - - - 38.0 380 - - - - 70.0 80.0 - - - - 325 325 - - - - 631 72.3 18-1/6 28 -1/2' 37' 48' 53 -1/8' 74 -1/4' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 905 70.0 80.0 85.2 85.2 852 85.2 852 85.2 70.0 70.0 70.0 90.0 70.0 800 - - 48.7 48.7 49.7 48.7 - - 70.0 90.0 760 80.0 - - - - 38.0 300 - - - - 760 80.0 - - - - 32.5 325 - - 1 - - 632 72.3 NOTE GLASS CAPACHIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS). \-5/32' HEAT STREN'0. GLASS .090' INTER LAYER 'DUPONT BUTACRE ITMW 1 1/4' HEAT S1RE04•D. GLASS SILICONE SIMONE 00W COMM 795 6.1 1 F0036 CORNING 785 ADHESIVE ADHESPOE FOAM FOAM TAPE GLASS TYPE 'C2' W Engl.: BM 1811183088 675000 STRLMILSRES FIA5A5.112 15138557 4Pl I) 0 2001 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF / ( \ „ .' C N WINDOW DINS. ANCHO 'C 9 TYPES 'A' & ANCHOR TYPES 11' & 'C' WINDOW DIMS. ANCHOR TYPES 'A' & 'C' ANCHOR TYPE V & '6' 61265 TYPE 'l' MEW TYPES 'B' & 731"C'. MASS TYPE '01 & 'C2' GLASS TYPE 'A' GLASS TYPES '6' & 'R1' MARS TYPES 'C'. 'CI & 'C8' GLASS TYPE 'A' GLASS TYPES 'E' & '91' GLASS TYPES 'C. 'CI & 'G2' 61688 TYPE 'A' MSS TYPES 'R' & 'E1' GLASS TYPES V. 'CI & 'C2' z 0 ieP p' A 8' r i,'�4i IQh.1 'a E ! i2, ; y N 5 lu S n!n 1 g ° AAAA 1 - F WIDTH 9EIGHT EXT.( +) 1Nr.( -) EXT.( +) iM.(-) DR.( +) 1NL( -) _ EXT.( +) 1N7.( -) IXl.( +) TNT.( -) E7I1'.( +) INI.( -) wiOYH HE01R EXT.( +) 1N7.( -) EXI.( +) IN7.( -) EXI'.( +) 1NL( -) EXY.(4) 1NI.( -) EXI.( +) IM.( -) EXY.( +) 1NT.(-) 16' 24' 30' 38' 42" 48" 54" 60' 36' 70.0 70.0 70.0 90.0 80.0 70.0 70.0 70.0 80.0 70.0 80.0 18' 24" 30" 38' 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 72.0 57.8 70.0 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 57.8 97.8 57.6 70.0 70.0 90.0 70.0 80.0 - - - - 57.6 57.9 - - - - 70.0 80.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 - - - - 49.0 48.0 - - - - 70.0 80.0 48.0 48.0 48.0 480 i 48.0 70.0 70.0 70.0 90.0 70.0 80.0 t8" 24' 30° 38' 120" 58.2 58.2 70.0 90.0 70.0 80.0 56.2 58.2 70.0 90.0 70.0 80.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 - - 70.0 72.0 700 72.0 - - 70.0 90.0 70.0 80.0 48.0 48.0 48.0 48A 48.0 70.0 70.0 70.0 90.0 70.0 80.0 - - - - 57.6 57.8 - -. - - 70.0 80.0 48.0 48.0 48.0 485 48A 87.3 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" 48" 70.0 70.0 70.0 90.0 70.0 90.0 70.0 70.0 70.0 90.0 70.0 80.0 W 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 57.8 57.9 57.6 57.6 57.8 57.6 70.0 70.0 70.0 90.0 70.0 80.0 L 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 4 3 p 41.1 41.1 41.1 41.1 41.1 41.1 80.0 80.0 70.0 90.0 70.0 80.0 - - 36.0 38.0 36.0 38.0 - - 70.0 80.0 70.0 80.0 40 (SERIES -1500 ALUMINUM FIXED WWDOW (LMJj E.S. WINDOWS — — 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 TEL (305) 640 -9867 FAX (308) 59.3-2074 - - 38.0 38.0 38.0 38.0 - - 70.0 90.0 70.0 80.0 - - 38.0 38.0 38.0 38.0 - - 70.0 90.0 70.0 80.0 18' 24" 30' 36' 42" 48' 54" Sr 80" 70.0 70.0 70.0 80.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 .8am: DIMENSIONS CAN RE CHESTED AND LE BE vim ANY LENGTH 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 57.8 57.8 57.8 57.6 57.6 57.8 70.0 70.0 70.0 90.0 70.0 80.0 48.0 46.0 48.0 48.0 48.0 48.0 87.3 87.3 70.0 90.0 70.0 80.0 ABOVE. VERTICALLY HORIZONTALLY AS SHORN ABOVE. Z - - 41.1 41.1 41.1 41.1 - - 70.0 90.0 70.0 80.0 - - 36.0 36.0 36.0 38.0 - - 70.0 90.0 70.0 80.0 - - - - 32.0 32.0 - - - - 62.2 71.1 , - - - - 28.8 28.8 - - - - 58.0 84.0 18' 24" 30' 36' 42" 48" 54" 60' 72' 70A 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 57.8 57.8 67.8 57.8 57.8 57.8 64.2 64.2 70.0 90.0 ' 70.0 80.0 - - 48.0 48.0 48.0 48.0 - - 70.0 90.0 70.0 80.0 - - - - 41.1 41.1 - - - - 70.0 80.0 - - - - 39.0 38.0 - - - - 70.0 80.0 'dpon REV. PS REV0 MEMOS 1 E� Y ��6g g tbb Q 0 g - - - - 32.0 32.0 - - - - 92.2 71.1 - - - - 28.8 289 - - - - 56.0 64.0 18' 24' 30" 38" 42' 48' �, 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 - - - 57.6 57.6 57.6 57.6 - - 70.0 90.0 70.0 80.0 - - - - 48.0 48 0 - - - - 70.0 80.0 - - - - 41.1 41.1 - - - - 70.0 80.0 - - - - 38.0 38.0 - - - - 705 80.0 ;11111 '� �[ ��a' 18" 24' 30' 36' 42" t0" 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 - - 57.6 57.6 57.8 57.6 - - 70.0 90.0 70.0 80.0 - - - - 48.0 48.0 - - - - 70.0 80.0 .. ©YiO�� - - - - 41.1 41.1 - - - - 70.0 80.0 Y i - 1 I ' �� ',8'. 48' - - - - 38.0 36.0 - - - - 70.0 60.0 18' - 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 . OR. " '-' FM• • • �A P URE0 CAN. r'ij%14 0 g 2008 PFAiOtk:T REVISED a7 aM,y6 with Sec eTadd9 $91d�C b • ,.o..•. S^ -,.. .9a1 / / .:011.7, ,. 24" 30' 36' 42' 98' - - 70.0 72.0 70.0 72.0 - - 70.0 90.0 70.0 80.0 - - 57.8 57.8 57.8 97.8 - - 70.0 90.0 70.0 80.0 - - - - 48.0 48.0 - - - - 70.0 80.0 - - - - 41.1 41.1 - - - - 70.0 BOA -,� drawing no. W03 -57 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS). �tslieet 301 7 EN. ANDIORS SEE ELE RR SPACING ?BY BOON 0 It MUM co Cr r 0 js g a H 11 0 • •• 9 DING t. ANCHORS .. SEE• EtEV: FOR SPACING METAL r J717CAL ANCHORS SEE ups FOR SPACC TVPICAL ANCHORS SEE DIV. MN SPACING 2SY WOOD OR MVGO —DATE COWRY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL AN HORS\ SEE ELEIS. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACdNG TYPE 'A— 3/I6 AEIN 14 INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/B' MN. PENETRATION INTO WOOD TNRU 1BY BUCKS INTO CONC. OR MASONRY 1 —t /4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 3/18' TEKS OR SELF ORIWNG SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMNUS : 1/8" TUX MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) 05=13. ETIZSES321M INTO CONC. Gi FAASU ifs 6�' •'��I:�iXi�sl',tilgl�:�$,s; >e Y�'7 gPETD 'Miaow zwshaTtailinnewweriTisre,syrANKNA•mrag: :100 (NO SHIM SPACE) AIINIKIELEMUSSINIM INTO CONCRETE AND MASONRY = t -3/8° MN. INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE m 1/2° MIN. SEALANT: • ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUM COLOR SILICONE DKr oft Nuxotwa MOM Q SONICIuRES FU RE ,6x47 OAK MSS APR 0 2000 �> LPN,...... ,,. Ntaiying Caen No Bate •" F' I:. V 1 1 1f) 1 m moo i_. drawttng rw.1 W03 -571 (street 4of 7) IT= PART ! QUANTITY DESCRIPTION MATERIAL MANN. /80PP1.ILR/RPMARKS 1 MOOT 4 WINDOW FRAME 6063-73 - 2 ES2000 -8 DPRONRL OIAZING STOP 8083 -T6 - J ESSO02 4 FRAME COMER (OPTIONAL) 8053-T5 - __ 4 #5 X 1' AS REa0. ABSENTLY SCREWS CRS PN SMS 8 . ..8 - 2/ UTE SETTING RLNK NEOPRENE 7/18' 5 3/16' X 3 -1 /Y LON0 ES2000 -10 OPTIONAL OIAZING GASKET 80FT PVC - 7 E31505 - FUJSH FRAME ADAPTER 6002 -73 OPTIONAL WINDOW WIDTH WIDOW WIDTH drawing no. W03 -57 (shoot 5 of 7 FRAME GLAZING STOP (OPTIONAL) FRAME COVER (OPTIONAL) 543 4-.325 .290 BULB VINYL (OPTIONAL) r°-- 2.190 -. 082 n j .800 2.268 - T FLUSH FRAME ADAPTER 1.788 4142- .129 6 ALUM CORNER LOCK (8083 —PS) ALT. TYPICAL ANCHORS SEE ELF/. FOR SPACING Eng. OR. 1551AY0UN FAR900 STRUMIRES KA PE CA.n.d i8y87 nAODUCT NEVLSED m cam plying with the Florida rodittgCosie AOlo an 0 9 2008 a �!S moo • 9 ki 1 drawing A0. W03 -57 silent 6 of 7 ) RECT. OR SQUARE WINDOWS RECT. OR SQUARE WINDOWS TaLM COttNPR DETAQS a CL 1 CIRCULAR WINDOWS PkFaSJCF REVISED sato:440m ally trio Florida Code No drawing na W03 -57 (sheet 7of 7 ) 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.gov/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 AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION Series Aluminum Tube Mullions — L.M.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 Viqar, P. E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING:(Larerted 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. (ivOA 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 Viqar, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with installation diagram of a aluminum single hung window mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL -3810, dated 05/16/03, FTL -3819, dated 06/09/03 and FTL -3820, dated 06/09/03, all signed and sealed by Joseph Chan, P E (Submitted under previous NOA 04-0712.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Al- Farooq Corporation, dated 09/01/09, signed and sealed by Arshad Viqar, P. E. Complies with ASTM E1300 -02/ 04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIF!CATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated August 21, 2009, signed and sealed by Arshad Viqar, P. E. 2. Laboratory compliance letter for Test Report No.'s FTL -3810, FTL -3819 and F1L -3820 issued by Fenestration Testing Laboratory, Inc., dated May 16 and June 09, 2003, signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA 04-0712.01) G. OTHERS 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 1 . Gascon, P. Chief, Product Control Division NOA No. 09-0825.03 Expiration Date:. September 16, 2014 Approval Date: November 10, 2009 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN in USED WITH ALL MIAMI -DADE COUNTY APPROVED MAPACT ANO NON - IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 ECAT101 INCLUDING HIGH VELOCITY HURRICANE ZONE (55112). ALL GLAZING PRODUCTS USED YATH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LAWS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEOMINT TO BASE MATERIAL SLW1 BE BEYOND WALL COVERING (STUCCO, TILE ETC.. ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION Its IS USED IN DESIGN OF ANCHORS INTO WOO) ONLY. MATERIALS INCLUDING BUT HOT TINTED TO 51501METAL SCREWS. THAT COME INTO COMACT WI714 OTHER OISSDILAR MATERIALS SHALI. MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.11.4, 2411.3.3.3 AND 2326. INSTRUCTIONS: USE CHARTS AND GRAPHS AS PoLAWS. STEP t DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENPIG. STEP 2 USE MIAMI-DA)E COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT USING CHARTS ON SHEET 3 SELECT MULUON SIZE WE1L1 c7FP A DESIGN RATING MORE THAN DESIGN LOA) SPECIFIED IN STEP 1 ADM. USING STEP 5 ON SHEET ANCHOR ,, SELECT ON ANCHOR TYPE WITH DESIGN RATING CHARTS MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING )CT Emir: ARSHAO MAR CARL RA. PE L35853 CAN. 0 1 2009 PRODUCFRP.NEWED rm: art¢hCtc Florida aolf 0iITAt T$VY_i:91 Rn z 0 ALUMINUM f �drawing no. M04 -04 (sheet 1 of _11) �j ,000 �° .,25 f '�1 -.y 1.000 p I I ._II3� 1.0 0 r--2.000--1 �-.,25 X'--2.000- -��.$8 N 1` �a �� 6.125 6.000 _ —.125 6.000 b} ,.OW .125 4.000 7- y ,.-.125 2.0 0 _ .125 33a y 4 —.125 3.000 I y x.125 3000 i +&000 'n 4.000 338 .323 1 1 X 3 CUSTOM MULLION 1 1 X 4 CUSTOM MULLION 1 X 3 STD. MULLION 0063 -T6 8083 -T6 '°-2 O.1 r.125 8083 -'f8 2.000 -1 .125 I 6063 -T6 ' 2.00 FO m MIN. EOM DIST. 1/2' FOR 1/4' DIA ANCHORS 5/a' FOR 5/18' DIA. ANCHORS ANGLE 125 2 X 5 STD. MULLION 6063 -76 2 X 6 ,STQ MULLION 6083 -T6 2 X 6 HEAVY MULLON 8063 -T6 e f x.125 3.000 L 4.000 2W0 CLIP .- \/ Etl 2 X 3 STD. MULLION 2 X 4 STD. MULLION 6083 -16 8063 -'5 6083 -18 -a .720 `0- 1.690 - I i v: J k ii R .158 TYP. 1.405 3.250 2.750 i .125 -� 2.0� d g 5 888 v Yi 8 L_r"- - JI 4.500 ..___3.780 NOTCH OPTIONAL �� Ed Mot EDGE 051. 1/2' FOR 1 /4" dA ANC#IORS 5/8' FOR S /18' Q0.. NIC4IORS MULLION CUP -- �j,� `� .1 1/2. TYP. Ed 4 mono OPTIONAL Ed w UN. EWE DIST. 1/2' FOR 1/4' 01A ANCHORS 5/8' FOR 5/18' DIA ANCHORS MULUON CUP 6083 -16 �. 1/2" i Ed N a i it j • [I --� ° A ,AR OWL 311883 F c.A�R. McIDUCr ReNI:wEU a coml./11N v4111156 Mod& 3clk CK{(b a 9tec:.sa+No r �. - M.:. - S 3sti ei7t . •, . 7%:S r i, !{�7, . . z o1. FIrOyeing -- ) no. X14 T��/ OCT 01 2� .1 ,.-0 +..0.�o (sheet 2 of 8 ) 6083_76 AL- FAROOQ CORPORATION ha ENGINEERS & PRODUCT DEVELOPMENT f 1.234 S.W. ST AVE MIAMI, FLORIDA 33114 761. mast 104 FAIL. MEW 213249111 EirlITIEIDEELEER 01.1,1GN LUAU CAPACITY 3 3'SF (TUBE HUILIONS)) 3 154 1 2 3 CUSTOM 1 1 4 CUSTOM 225 29x8, 2rE78 WINDOW �. 1 4 I X 3 CUSTOM I X 4 CUSTOM 2. E 5 2.3IED6 BEAVB WINDOW 127. 1ST 4 I E 3 CUSTOM 1 5 4 CUSTOM 2270. �8 2HEEVY 2$503 224 3 > E 4 2STD9 2S 4 1110111 I^ 1810114 19 -1/8' 26 -1/2' 30' 37' 42" 48" 54' 80' 68' 72' 38 -3/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19-1/0' 28 -1/2" 30" 3r 42' 48' 54" or 966' 72' 74 -1/4' 74.8 140.9 115.1 150.0. 150.0 150.0 150.0 19 -1/B" 28 -1/2' 30" 37' 42" 48' 54' 60' or 72' 120' - 37.9 27.3 55.3 982 146.1 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 53.8 101.7 83.1 148.8 131.3 150.0 150.0 150.0 - - 27.3 - 39.9 69.8 105.5 1500 150.0 1500 1500 150.0 150.0 150.0 47.5 38.5 69.8 73.4 150.0 150.0 150.0 24.1 - 353 61.7 93.2 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 72.8 59.5 108.4 148.9 150.0 150.0 - - - 38.8 50.0 755 138.8 149.6 150.0 150.0 150.0 150.0 150.0 150.0 33.9 642 52.4 93.8 82.1 72.9 131.2 114.8 102.1 150.0 150.0 - - - - 252 44.1 65.5 122.3 1309 150.0 150.0 150.0 150.0 150.0 150.0 29.7 58.t 45.9 150.0 150.0 - - 22.0 384 58.2 107.0 116.3 150.0 150.0 150.0 150.0 150.0 150.0 150.0 100.0 150.0 26.4 49.9 40.8 135.2 150.0 150.0 - - - - 34.3 51.8 95.1 104.7 150.0 150.0 150.0 23.8 31.8 449 40.8 36.7 33.4 65.6 59.7 91.8 83.5 121.7 - - - - 30.8 280 48.9 85.4 95.2 150.0 1489 150.0 150.0 1504 150.0 110.8 150.0 - - - - 42.3 779 87.3 140.1 134.6 150.0 1504 150.0 150.0 - 37.4 30.8 54.7 76.5 101.4 150.0 - - - 25:7 38.8 71.3 19 -1/6" 25 -1/2' 30' 37' 42' 48" 54" 60' 68" 72' 50 -5/8" 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' 80' 88' 72' 84' 5t.5 110.1 79.5 150.0 150.0 150.0 150.0 19 -1/8' 26 -1/2" 30" 31" 42' 46' 54" 60' 88' 72" 132" - 28.5 20.5 41.6 72.7. 115.8 150.0 1362 150.0 1504 1500 150.0 150.0 150.0 150.0 150.0 150.0 150.0 ' 150.0 150.0 37.2 329 26.6 23.4 79.4 70.2 56.9 50.1 57.4 50.7 41.1 38.2 118.1 102.8 83.2 73.3 150.0 1435 150.0 150 .0 150.0 150.0 150.0 - 205 - 30.0 52.5 83.4 t50.0 120.3 150.0 - - 263 46.3 73.7 135.4 97.8 150.0 150.0 150.0 150.0 150.0 118.4 1024 150.0 - - - 21.3 37.8 59.7 1099 85.9 75.2 138.0 120.8 132.8 116.0 150.0 150.0 1509 150.0 150.0 1504 150A 135.8 150.0 150.0 - - - - 33.1 52.8 96.7 ALUMINUM TUBE MULLIONS J E.S. WINDOWS. LLC 5220 N.W. 72 AVE. BAY #4 MIAMI. FL. 33166 TEL (305) 624 -7775 FAX. (305) 644 -7777 150.0 20.5 43.9 31.7 64.1 89.7 118.8 '- - - - 29.0 49.1 84.6 86.8 107.3 103.1 929 150.0 141.2 150.0 150.0. 150.0 150.0 - - 39.0 35.1 28.2 25.3 57.0 51.3 79.7 71.3 105.8 95.1 150.0 1504 - - - 25.1 40.9 75.2 602 984 150.0 150.0 - - - - 23.2 38.8 67.7 54.7 579 84.4 77.3 _128.4 117.7 150.0_ 1500 150.0 150.0 150.0 150.0 - - 31.9 29.2 23.0 21.1 48.8 42.7 65.2 599 864 150.0 - - - - 21.1 33.5 61.5 50.1 805 79.2 145.6 - - - - - 30.7 564 18 -1/8" 26 -1/2' 30' 37' 42' 48° 54" 60' 86' 72" 58' 143.9 150.0 150.0 150.0 150.0 150.0 150.0 19 -1/8" 28 -1/2" 30' 37" 42" 48' 54" 60' 88" 72' 09' 34.5 74.0 53.3 108.1 150.0 150.0 150.0 19 -1/8' 26 -1/2' 30' 37' 42' 40" 54' 60' 66" 72' 144' - 21.9 - 32.0 560 89.0 150.0 1039 150.0 150.0 150.0 150.0 150.0 150.0 24.9 22.0 53.4 47.2 38.4 34.0 78.0 68.9 124.4 109.9 150.0 150.0 - - - 23.1 40.4 64.3 1180 91.7 147.2 141.4 150.0 150.0 150.0 150.0 145.8 150.0 - - - 20.4 35.7 56.8 104.3 74.3 119.3 114.7 150.0 150.0 150.0 150.0 - 38.2 27.5 55.9 89.1 118.0 150.0 - - - - 28.9 46.0 84.5 655 105.1 101.0 150.0 150.0 150.0 150.0 - - 33.7 29.5 24.3 212 49.2 43.1 765 104.0 150.0 - - - - 25.5 40.5 74.5 573 92.0 88.4 134.5 150.0 150.0 150.0 68.7 91.0 150.0 - - - 22.3 35.5 85.2 50.9 81.8 78.6 119.5 1540 150.0 150.0 - 26.2 - 38.3 61.0 809 148.6 - - - - - 31.5 579 459 73.6 70.7 107.6 150.0 150.0 150.0 150.0 - 23.9 - 34.4 54.9 72.8 133.7 - - - - - 28.4 52.1 41.7 66.9 84.3 97.8 136.8 150.0 150.0 - 21.4 - 31.3 49.6 66.2 121.6 - - - - - 259 4.7.4 38.2 91.3 58.9 899 125.4 150.0 150.0 - - - 28.7 45.8 80.7 111.5 - - - - - 23.6 43.4 19 -1/8' 26 -1/2' 30" 37' 42° _ 48' 54' -so. 86' 72' 63 "'. 121.9 . _. 860 150.0 _.__.___� 1412 150A 135.7 150.0 150.0 150.0 150.0 150.0 19 -1 /8" 28 -1/2' 30' 37" 42' 48' 54" 80° 86' 72' 108" 24.2 51.9 37.4 75.9 132.7 ., 150.0 150.0 ARMES TO 8E 1116L7t8ED 915108 RECTANGULAR GRAPE i xOPo2pMA mutual '- ) ^� o g is No TRANCE TINS SIEr _. WWRU FOR 2=4 i91:..... owe REV. ki E g __ 150.0 150.0 ._ 150.0 - 37.5 27.0 54.8 95.8 130.2 501 0 77.7 124.8 119.9 1500 150.0 150.0 150.0 - 33.1 23.9 48.4 84.6 115.0 150.0 63.0 1012 975 147.9 150.0 150.0 1504 _ -_ _ _ 26.9 - 23.7 - - 39.2 34.6 866 63.3 150.0 GLUING, PRODUCT 0*839*G 3 ;1 PRODUCT 1 " , _ 3 55.5 89.1 85.6 130.3 150.0 150.0 150.0 60.4 822 150.0 49.8 78.0 74.9 114.0 150.0 150.0 150.0 - 20.7 - 302 52.9 71.9 132.1 ' PRODUCT i 1 43.2 ._ 69.3 668 101.3 1419 150.0 150.0 - - - 269 47.0 63.9 117.4 GRAZING PRODUCT 38.8 62.4 59.9 91.2 127.6 150.0 150.0 - - - 24.2 42.3 575 105.7 35.3 56.7 54.5 82.9 116.0 150.0 1509 - - - 22.0 365 52.3 96.1 32.4 52.0 49.9 76.0 108.3 140.8 150.0 - - - 20.2 35.3 479 88.1 a x ALL LOADS ARE EXT.( +) /TNT.( -). NOTE: s s DI II: 1tl$ SI 81 162 MUIJI NI SPAN g < m v n u MULLONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. flj w 3 �' .$JI ! 0 1 J 2 g :id (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMENTS FnQr wR va. noaa monster REN8w1:n cros; 9wilt:boRonda o xro ••� 4, .1 p3 8 x$1 :11 Dots -1"2/17. .,6d! 41 - X0141 Viaduct „ , F0. 601 ANCHORS TYPE 'D' AND 'E' APPLICABLE TO WIDTH a 01 + 62 ' 3.138 as (W) 2 ! - 4 ", 5" AND 6' TUBE MULLIONS. _._ -- druwlhg no. M04-04 ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO ALL TUBE MULLIONS. MULLIONS OCT p j Z009 81186L 3Ot DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE BROTH (W) MULL SPAN A ' A C D E 19 -1/8' 28-1/2" 30" 37" 42° 48" 54" 80 • 96" 72" 38 -3/6" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 143.1 150.0 150.0 150.0 118.0 150.0 150,0 150.0 150.0 102.2 89.4 79.5 150.0 150.0 147.3 132.9 116.3 103.4 93.1 150.0 150.0 180.0 150.0 150.0 150.0 71.5 132.8 150.0 150.0 65.0 120.5 84.8 150.0 150.0 59.6 1105 77.6 150.0 150.0 19-1/8' 26 -1/2" 30" 37" 42" 48' 54" 80" 68" 72" 50 -5/8" 150.0 150.0 150.0 150.0 150.0 150.0 122.8 150.0 150.0 150.0 108.5 150.0 141.1 150.0 150.0 87.9 150.0 114.4 150.0 150.0 77.5 143.6 1008 150.0 150.0 67.8 125-6 882 150.0 150.0 60.3 54.2 111.7 100.5 78.4 _ 150.0 150.0 i 70.5 141.1 150.0 49.3 91.4 64.1 128.3 150.0 45.2 83.8 58.8 117.8 147.0 19-1/8" 26-1/2" 30" 37" 42" 48' 54" 55" 88° 72" 58" 148.5 150.0 150.0 150.0 150.0 107.2 150.0 139.4 150.0 150.0 94.7 150.0 123.1 150.0 150.0 76.8 142.3 99.8 150.0 150.0 87.8 125.3 88.0 150.0 150.0 99.2 109.7 77.0 150.0 150.0 52.6 97.5 68.4 138.8 150.0 47.3 87.7 61.6 123.1 150.0 43.0 79.7 56.0 111.9 139.9 39.4 73.1 51.3 102.6 1283 19-1/8' 26-1/2" 30° 37" 42° 48' 54" 60" 67" 72" 63" 139.7 150.0 150.0 150.0 150.0 98.7 150.0 128.3 150.0 150.0 872 150.0 113.4 150.0 150.0 70.7 131.0 91.9 150.0 150.0 82.3 115.4 81.0 150.0 150.0 54.5 101.0 70.9 141.7 150.0 48.4 69.7 63.0 128.0 150.0 43.8 80.8 56.7 113.4 141.7 39.8 73.4 67.3 51.5 103.1 128.8 38.3 47.2 94.5 118.1 DESIGN LOAD CAPACITY - P57 WINDOW DIMS. ANCHORS TYPE WIDTH (5) MULL SP44 A E C D E 19 -1/8" 19-1/8" 116.0 150.0 150.0 150. 150.0 26 -1/2' 28 -1/2" 83.7 150.0 108.9 150.0 1 150.0 30" 30" 74,0 137.1 98.2 150.0 150.0 37" 37" 60.0 111.1 78.0 150.0 150.0 42' 32.7 52.8 97.9 88.7 137.4 150.0 48" 74 -1/4" 46.2 65.7 60.1 120.2 150.0 54" 33.1 41.1 78.1 53.4 106.9 133.6 60' 59.5 37.0 _ 68.5 48.1 98.2 120.2 86" 54.1 33.6 62.3 43.7 57.4 109.3 72" 49.8 30.8 57.1 40.1 80.2 100.2 19-1/e" 150.0 102.5 150.0 133.4 150.0 150.0 28-1/2" 150.0 74.0 137.1 96.3 1 50.0 150.0 30" 37" 65.4 121.1 85.0 150.0 150.0 .17" 53.0 98.2 68.9 137.9 150.0 42" 132" 48.7 885 60.7 121.5 150.0 48' 84' 40.9 75.7 53.1 108.3 132.9 34" 20.8 303 67.3 47.2 94.5 118.1 60" 35.0 32.7 80.6 42.5 85.0 105.3 88" 22.5 . 45.1 29.7 55.1 38.8 77.3 96.6 72" 150.0 27.2 30.5 35.4 70.9 88.6 19 -1/8" 140.4 89.7 150.0 116.7 150.0 150.0 26 -1/2" 124.0 64.8 120.0 84.2 150.0 150.0 30' 100.5 57.2 108.0 74.4 148.8 150.0 37" 48" 48.4 85.9 60.3 120.6 150.0 42' 54" 40.9 75.7 53.1 106.3 132.9 48" 96" 35.8 66.3 48.5 93.0 116.3 54' 88" 31.8 58.9 41.3 82.7 103.3 Be 28.6 53.0 37.2 74.4 93.0 88" 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 26 -1/2" 57.8 108.7 74.9 149.7 150.0 30" 50.8 94.2 66.1 132.3 150.0 37" 41.2 78.4 53.6 107.2 134.1 42" 36.3 87.3 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 60' 25.4 47.1 33.1 . 86.1 82.7 88" 23.1 42.8 30.1 60.1 75.2 72' 21.2 39.3 27.6 55.1 68.9 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 B. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS TYPE '0' AND 'E' APPLICABLE 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 (80 MULL SPAN A R C D E 19-1/8" 71.8 133.0 93.4 150.0 150.0 28 -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 68.8 483 96.5 120.6 42' 32.7 60.6 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 68.1 82.7 60' 22.9 42.4 29.8 59.5 74.4 66- 20.8 38.5 27.1 54.1 67.6 72" _ - 35.3 24.8 49.8 62.0 19-1/8' 95.3 120.9 84.9 150.0 150.0 28-1/2" 47.1 87.3 61.3 122.5 150.0 30" 41.6 77.1 34.1 108.2 1354 37" 33.7 62.5 43.9 87.7 109.7 42' 29.7 55.1 388 77.3 96.8 48" 132" 26.0 48.2 33.8 87.6 84.5 54' 23.1 42.8 30.1 60.1 75.2 60" 20.8 38.5 27.1 54.1 67.6 68' - 35.0 24.8 48.2 81.5 72" - 32.1 22.5 . 45.1 56.4 19 -1/8" 59.8 110.8 77.8 150.0 150.0 26 -1/2" 43.2 80.0 56.2 112.3 140.4 30" .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 88.6 48" 144° 23.8 44.2 31.0 62.0 54" 21.2 39.3 27.6 55.1 _77.5 88.9 80° - 35.3 24.8 49.6 62.0 88" - 32.1 22.5 45.1 56.4 72" - 29.4 20.7 41.3 51.7 ANCHORS 17PE ARC 0 09 E W1 ANCH099 ABC. OR E W2 TYPICAL MULLION ARRANGEMENT$ WIDTH (W) o W1 " 2 W2 ANCHORS 17PE 4.9.0,0 OR E 90900NTAL MULLION ARCHES TO RE 195CR EIED 9190E RECTANGULAR SHAPE ``GLAZING { PR000CT 1 4_ VERTICAL YULUGN • GLAZING PRODUCT (RAZING GLAZING g PRODUCT PRODUCT r� W1 ANCH099 ABC. OR E W2 TYPICAL MULLION ARRANGEMENT$ WIDTH (W) o W1 " 2 W2 ANCHORS 17PE 4.9.0,0 OR E 90900NTAL MULLION ARCHES TO RE 195CR EIED 9190E RECTANGULAR SHAPE ``GLAZING { PR000CT 1 3 • GLAZING PRODUCT U ALL S1 GLAZING PRODUCT 8 ANC1-1O99 8.8.0. CR E MULUGN SPAN Cow: ARSHAO VOAR caw_ RA PE CAR i 36683 1R61311C1' I*ENOWEI) 03aimpl;7lwgwit an Ehnida 3511515 w5 4ee¢pn.= 140 D k 200P° 39 wisril L.: 41104 o _ pi Q Q 7 El [2 � 8 8§ Ohio ' � A+"1 ! 4 ui ▪ v 7I A• C m • 5- • a o n Ln 51,0 g1; ALUMINUM ' a kg 9 oogggg mvggo gE Y' . drawing no. M04-04 Sheet 4 of 8 ) I/4° DIA. ULTRACONS Ed. 2 PER CUP (I ON EACH TANG) 1/4' DIA. ULTRACONS 1 PER ANGLE Ed 2 1/4" Ed 1/4" GA ULTRACONS 1/4" 01A. uLTRACONS 2 PER ANGLE - 4 PER CLIP (2 ON EACH 18NG) ' MilfAIREI TBY 0 BUCK FLOATING CUP SNUG FR NSW MULL 2 X 2 X 1/8" ALUM ANGLE #14 SMS 1 -3/4' O.O. MN. 2 PER ANGLE Ed. 1/4' DIA ULTRACONS 1/4' DIA ULTRACONS 2 PER CLIP (1 ON EACH WNG) 1 PER ANGLE 1" MIN. ALL 1 BY WOOD BUCK t /4' 01.4. ULTRACONS 4 PER CUP (2 ON EACH WING) 2 PER ANGLE FLOATING CUP SNUG FIT INSIDE MULL #14 SM5 1 -3/4° O.C. MIN. 2 PER ANGLE 1/4' DIA. ULTRACONS L2 X 2 X 1/8" ALUM ANGLE 28Y WOOD BUCK OR -' WOOD STRUCTURE FLOATING CEP SNUG FIT INSIDE MULL 2 X 2 X 1/8' ALUM ANGLE 2 BY WOOD BUCK ANCHORS TYPE 'A' #14 SMS 1-3/4" O.C. MN. 2 PER ANGLE 1/4 DUL uLTRACONS BY 'ELCO' uLTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. = MIN. EDGE DIST. MIN. EMBEDMENT WOOD 1' 1 -3/8' BLOCK 2 -t /2' 1 -1/4' CONCRETE 2 -1/2' 1 -1/2' Cu PS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED i NTH ALKALI- RESISTANT COATNGS, SUCH AS BTUMINOUS PANT OR WATER -WHITE METHACRYIATE LACQUER. L FLOATING CUP SNUG FR INSIDE MULL ANCHORS TYPE 'B' #14 SMS 1 -3/4" 0.c. MIN. 2 PER ANGLE EN.. 4 22 NOM FLA. PE 3E863 C.A.N. L2 X 2 18 1 /8' ALUM ANGLE PRODUCT RENEWED emptying with tiro Florida flailais Cody Na ' b 411 f~Clf41. Miami DNisba Tjsi \� O J� 021 a ma 8g g gbh ALUMINUM TUBE MULLIONS a a J d wwring no M04 -04 Leheot 5of 8 Ed. 1/4" DIA. ULTRACONS 2 PER CLIP (1 ON EACH PANG) 1/4" DIA. ULTRACONS 1 PER ANGLE 7 1/4" DM. ULTRACONS Ed, 4 PER CUP (2 ON EACH WING) 1/4" DM. ULTRACONS 2 PER ANGLE Tl !!P FLOATING CUP SNUG FIT INSIDE NULL 114 51AS 1 -3/4" 0.C. MN. 2 PER ANGLE 12 X 2 X 1/8" ALUM ANGLE Ed. ALTERNATE] ANCHOR LOCATION 1/4" 014. ULTRACONS 2 PER CUP (1 ON EACH WING) ANCHORS TYPE 'C' 1/4 D. ULTRACONS BY 'ELDO' 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" _FLOATING CLIP SNUG FR 84510E MULL GLE SMSi 4 P41R 2 X 2 X 1/8" ALUM ANGLE LOCATION OF SCREWS CONNECTING ANGLES 70 TUBES ANCHORS TYPE 'D' APPLICABLE FOR 4 ". 5" AND 6" TUBE MULLIONS ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULUGNS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED wan ALKALI- RESISTANT COATINGS, SUCH AS BRUMINOUS PAINT OR WATER-MBE METHACRYLATE LACQUER. Env: ARSHM won CNI 11.A. PE 1 38883 C.A.N. 3°238 PDtEDLI CT NET :nvrFD BC ,4. Aseepsses Mo OCT O 1 2009 • (� Plum= Cloud Division I drawing n0. [ M04-04 sheet 6 of 8 5/16" d . ULTRACONS 4 PER CLIP (2 ON EACH WINO) 5/16' DA. ULTRACONS 2 PER ANGLE 7 FLOATING CLIP SNUG FIT INSIDE MULL 114 SMS 4 PER ANGLE 1 1 1 1 1 1 1 Li LI 2 X 2 X 1 /8' ALUM ANGLE LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE 'E' APPLICABLE FOR 4 °, 5° AND 6" TUBE MULLIONS 5/18' D1& ULTRACONS BY 'ELCO. ULTRACONS MAY BE HEX OR FIAT MEAD SUBSTRATE Ed.. MIN. EDGE DIST. MIN. EMBEDMENT CONCRETE 2-1/2" 1 -3/4• ALL CUPS AND ANGLES TO FO SNUG 1NFO TUBE MULLIONS. I CLIPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED. WITH ALNAU- RESISTANT COATINGS. SUCH AS BITUMINOUS PANT OR WATER -WHITE METHACRYLAIE LACQUER. 0C Env a � uoAR FLA. PE 1 81543 C.A.N. 3538 012 U a BE MULLION i a Z 1 C 6 488 °z B S2 6 A ma 8 8 8 8 3 g< CP CI Ia • '+ROITUCTIiGnwED d n etwl,mL.vC :T1ond, 503 a �,. ..- . 2O (4 1 drawing no. M04 -04 (sheet 7of 8j 1' Dade vision 114 SMS _ SEE CHART FOR QUANTITIES TUBE MULLION 110 FH SMS 2/ SIDE t /8' THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION TUBES MAY BE NOTCHED AS MOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JONT AFTER ASSEMBLY ACCESS HOLE TUBE MULUON 114 1H SMS 1 -1/2' O.C. NN. SEE CHART FOR QUANTITIES THIS SCREW CAN BE INSTALLED N EITHER DIRECTION 71 . 110 FH SMS 2 PER CUP roc. MIN. t -3/4' x 2' x 1/8' (FOR 28Y TUBE) 3/4' x 2' x 1/8' FOR (18Y TINE) ALIBI ANGLE CUT TO FT SNUG INSID€ TUBE ANCHORS DETAIL #1 METAL TO METAL CONNECTION 114 SMS SUBSTRATE Ed. MIN. EDGE DST. MIN. CL TO CL SPACING ALUMINUM 5/8' 1/2' ANCHOR I N0. OF 011482 SCREWS TYPE B . � _ t1PE C , 2 TYPE E I 4 Ensr. Sava. WSW FLA PE 5 38853 CAN. 2538 C C? 01 1.x09 PRODUCT LLEI ED As comities Muild1, 5 Cs& ASsorlteMx No Mad Dario Product Ctutxdl v.rtuv 4 W — ==i ALUMINUM TUBE MULLIONS ES. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 MIAMI. FL. 33166 TEL (305) 624 -7775 FAX. (305) 624 -7777 o-a, g 91j� ti C6 x crowing n31 M04 -04 (sheet 8 of 8