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WS-07-1573
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 08/28/2007 Inspector: Grande, Claudio Owner: SALTZBURG, DONALD Job Address: 94 100 Street NE Miami Shores Village, FL Project: <NONE> Contractor: ENCORE SERVICES, INC. Permit Type: Windows /Shutters Inspection Type:. Final Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132060131190 Lot: Phone: 3305 -571 -8353 Building Department Comments REPLACE WINDOWS AND DOORS IMPACT 06 2 8 ZOE Passed Ire Inspector Comments CC 1/' Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, August 27, 2007 Page 2 of 2 Miami Shores Village L61()��`'`� Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING JUFOL7,77W7 L 2 6 2007 PERMIT APPLICATION FBC 2004 BY: Permit Type (circle Building Permit No. 6 Master Permit No. aleffelffeifol aTR1M Roofing Owner's Name (Fee Simple itleholder) .S2 %'�P�%� Phone #`� '� �� 7. Owner's Address 9 06' City,/Cl a% S5 State ?-z r4P4 Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade FOLIO / PARCEL # /736 O,L //9( Is Building Historically Designated YES Zip Contractor's Company Name 3rI 1 2E T y/'C,E //.J( Phone Contractor's Address /73,04 V/4T ,1 City ,177 State ,R/VA Zip 33/57 Qualifier Name i/.r4 &fC G&,77, Z Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) / 4irrA- k, f 74rrr, /f C Phone # Value of Work For this Permit $ /00:90 Square / Linear Footage Of Work: 4/9 Type of Work: . ['Addition ['Alteration Describe Work: .4C' ['New Repair/Replace [' Demolition s x'29 5 Submittal Fee $ Permit Fee $ ca6 0 6:2° 4 CCF $ '720 CO /CC Notary $ Training/Education Fee $ .* Technology Fee $ 5-15 Scanning $ CI Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 254 • See Reverse side --3 Cc y3 1143 G f'3 A E 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 bqoperformed tgidneet the standards of all laws regulating construction in this jurisdiction. - I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, _CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 by day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) Sign: Print: My Commission Expires: Plans Examiner Engineer Zoning 111111111111111111111111111111111 -FN 20 07R e7 " X55, NOTICE OF COMMENCEMENT OR I, }; 25831 P9 2595; (1P9� A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION RECORDED 08/03/2007 12 :39 :47 HARVEY RUVIHv CLERK. OF COURT i'IVTII -CAGE COUNTY v FLORIDA PERMIT NO. 1. Vv P 1513 TAX FOLIO NO. //`--3 `Off- 1 �C) LAST WAGE STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street / address: .91 NE J00 ST 14/Vt -. 5 6l o r es / e' 3 3J 2. Description of improvement: 3. Owners name and address: ne SL A-T zt t,4t Day.4/1J) Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: lColz� cTZVtC S /NC.. /k -1--r 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different dat is specified) girst Signs - o :caner —� � 447-4�l��' �C � Prepared by /1ls��L� -" - 44,5(145(C> Print Owner's Name pp p y Sworn to and sub ribe b j•re me this ell day of ,)oly , 20 0 . Vanessa Mainero II Notary Public: Print Notary's .' e: My commission expi Address: .y797 43&3 Y' « t t. 3 FLORIDA. COUNTY OF DADE RTIFY that this is a true copy Of the original ti ;. in this office o � day of , A D 20 vW TNE' " m /wand and Official Seal. HARVEY R'"%IJV��ERK, orcir ' Courts �y D.C. 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. n. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in. compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice the inspection will not be oved and a reins 'ectionfee will be charged Signature .►'��■�I:'� ,� er or Agent 7 Contra The foregoing instrument was acknowledged before me this 20 VI, by L%T� �11Z( , day of -L , 20.x, by -6 @L.IO Ofialret known tome or who has produced o is personally o o m or who has produced identification and who did take an oath. The foregoing instrument was acknowledged before me this I day of who is person NOTARY ' i :L !: 1 Sign: ;/,11L J. k_. Print: �� My CommissV _ : My Commission Expires: * * * * * * * * * *i+, �;/ �. O`w... ** ,9 � - ' t19 17/******************* ********************o _ *, 4Firn N' www,AARONNOTARY.com (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Vanessa Mainero A- DE CZe_0 * • ** Art a°*tF12r11* • My Commission DD642145 E • res 02/19/2011 ******************************** * * * * * * * * * * * * * * * * * *<, * * * * * * * * * *# *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 10/14/03 Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N E.2hd: Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date BUILDING CRITIQUE SHEET /27t s vit 7 C 4 0)0D F Po(-ed �- z /,,Js ®2 —/S73 Jt /GO/2 dJEO i tr46W ressTrea . 1 Reviewer: Claudio Grande C.B.0 305- 795 -2204 Ext 1430 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION S NOTICE OF ACCEPTANCE (NOA) E.S. Windows, Inc. 10653 NE Quaybridge CT. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of cons The documentation submitted has been reviewed by Miami -Dade County Product Control • by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and o er ar the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade �` ° ntrol Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1500 Aluminum Fixed Window - -L.M.L 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 and last revised on Nov 22, 2006 w/ revision "C", signed and sealed by Dr. Humayoun Farooq, PE., 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 M RATING: Large Missile Impact Resistant .. • • ent label with the manufacturer's name or logo, city,.spate and • • • • • • LABELING: Each unit shall bear a permanent ... following statement "Miami-Dade County Product Control Approved", unless otherwise notedJiiP1 •.: RENEWAL of this NOA shall be considered after a renewal application has been filed and there en no change m h the applicable building code negatively affecting the performance of this product. . • • • • • • • JUL 3 1 2007 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.b dintrodeonline.com •••• TERMINATION of this NOA will occur after the expiration date or if there has been a rev isit; �r change ift the • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsoleg of anyi ...:. product, for sales, advertising or any other purposes shall automatically terminate this NOA. �q do comply with any section of this NOA shall be cause for termination and removal of NOA. • : •••• ADVERTISEMENT: The NOA number preceded by the words Mianu -Dade County, Floida,,2m.d folldw04JiY the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then *b 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 # 03- 0308.05 consists of this page 1 and evidence page E -i, as well as approval document mentioned above. L Chanda, P.E. The submitted documentation was reviewed by Ishaq NOA NO 06-1201.05 Expiration Date: November 06, 2008. 'Approval Date: February 01, 2007 Page 1 .....• • • • • • •..... • • •.... • • ..... •....• • • • OOOOOO • • •..... E.S. Windows, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (Transferred from file # 06- 0308.05) 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 and last revised on Nov 22, 2006 w/ revision "C", signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS (Transferred from file # 06- 0308.05) 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 .,. prepared by Fenestration Testing Lab., Test Report No. FTL- 03079, dtd 05/16/03,1"1L- 03081, dtd 06/09/03 & FTL -03082 dtd 05/14/03, all signed & sealed by Joseph Chan, P.E. 2 Additional tests per test reports # FTL5054 dated 10/03/2006 per TAS 201, 202 and 203 -94 for Arch, Round & Cathedral shapes aluminum fixed windows, issued by Fenestration Testing Lab, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Anchor Verification Calculations complying w/ FBC 2004, prepared by AL- Farooq Corporation, dated 11- 21 -06, signed and sealed by Dr. Humayoun Farooq, P.E 2. Anchor Calculations and structural analysis, prepared by AL-Farooq Corporation, dated 03/06/06, signed and sealed by Humayoun Farooq, P.E. (Transferred from file # 06- 0308.05) 3. Glazing Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. . Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02, issued to E.I. DuPont DeNemours for • .... "Duponut Butacite ® PVB ", expiring on 12/11/10. • • e • •••• • 2. Notice of Acceptance No. 01-1204.01, issued to E.I. DuPont DeNemplu. for "Seiit • Glass ® Plus ", expiring on 01/14/07. ...... • • F. STATEMENTS •• • • • • • 1. Statement letters of Compliance and "no financial interest", dated 11-"7- )6 & • • • • • • • ••••• • • • ••••e• ••••• • • • • •••••• • • •••••• • • 03/06/06, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Statement of Lab compliance letter, part of test report. • • • • •• • • G. OTHER (Transferred from file # 06- 0308.05) ••••• 1. This NOA revue NOA # 03- 0308.05 (03- 0910.01), expiring 11-041.3.002. • • • • July approved BCCO. • • • • • 2. Test Proposal # , dated Jul 18, 2006 appro by 3. Test proposal dated Feb. 14, 2006 for "sill base adapter" submitted by Al- Farooq • • Corporation, approved by BCCO. 4. Test proposal # 02 -0929 approved by BCCO dated 01-09 -2003. 5. Letter dated 10 -09 -03 from the consultant stating the product is compliance w/ FBC 1 Skate 1 • c_ .1�•►� �-. lsbaq L Chanda, P.E. Product Control Examiner NOA No 06- 1201.05 Expiration Date: November 06, 2008 Approval Date: February 01, 2007 E -1 ••Sees • • • •••ne• • • WINDOW WIDTH. DOW W DTH DOW WIDTH WINDOW WIC WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH •••_i•• • SERIES -1500 ALUMINUM FIXED WINDOW APPROVAL APPUES 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 SHEETS 2 & 3. FROM .. ENDS RAJ HEAD/SILL qp I g I �� 1111 iTIT I I I OII II I I II � I 11 44 3/8" D.L OPG. THIS PRODUCT HAS BEEN DESIGNED AND 1tSILU TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDRION INCLUDING HIGH VELOCITY HURRICANE ZONE (EWNZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. • • • ANBH•RS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS • t - I: BEDMENT TO BASE MATERIAL SHALL BE BEYOND WAIL. DRESSING OR STUCCO. • • • • AF HORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS • • • • AREINOT PART OF THIS APPROVAL • ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SH VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE OR SIMILAR CAN BE OR RLL•TISIGLE iS I THOSL• SHIRES. • --w—,---. -z- • • • • • • • ••• • •• • • ••• ••• • • • • ••• • • • • • • • • • ••• • • • • •• • • • • • • • • • • • ••• • • • ••• !GAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERVLS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO 4ONTAGT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF a0131b FLORIDA BLDG, CODE SECTION 2003.8.4. a • • • ••• • • • • • • • • • • •• •• FALSE MUNTMS (SURFACE Y SE USED ED) !NOWT UMW =Waft SbrMS aqiralho INMies THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. _ nr 55. RUMAYOUN PAH000 STRUCTURES FLA. PE 11 1E557 CAN r drawing no. L W03 -57 sheet 1 of 7 -1/8° ANN. GLASS .090" INTERLAYER { ' DUPONT BUTACITE NYB' 1 1/8° ANN. GLASS SILICONE DOW CORNING 793 ADHESIVE FOAM TAPE GLASS TYPE 'A' -3/18" ANN. GLASS .090" INTERLAYER '' DUPONT SENTRYGLAS PLUS' -3/16° ANN. GLASS SILICONE DOW CORNING 745 ADHESIVE FOAM TAPE -3/10" ANN. GLASS .090" INTERLAYER ' DUPONT BUTACITE PVB' 3/19' ANN. GLASS SILICONE DOW CORNING 798 ADHESIVE FOAM TAPE DESIGN TOAD CAPACITY - PEP WINDOW DIMS. ANCHOR TYPES 'A' 14'C' ANCHOR TYPES 'B' & 'C' 01455 TYPE 'A' GLASS TYPES 'B' 8 111' GLASS TYPES 'C' & 'Cl' GLASS TYPE 'A' GLASS TYPES 'B' A '86' GLASS TYPES '0' • 'CI' WIDTH I HEIGHT DR.( +) INT.( -) ER.( +) 1M.( -) FXL( +) INT.( -) EXT.( +) 1NT.( -) EXT.( +) INT.( -) EXT.( +) 1N7.( -) 18 -1/8° 26 -1/2" 37' 48" - 33 -1/8° 26" 704 700 704 90.0 70.0 80.0 704 70.0 70.0 90.0 70.0 80.0 70.0 700 70.0 90.0 70.0 80.0 700 70.0 704 90.0 70.0 80.0 86.6 864 885 86.8 888 68.5 704 70.0 70.0 90.0 70.0 80.0 646 685 884 58.5 86.5 685 70.0 70.0 70.0 90.0 714 80.0 66.6 88.6 68.8 88.5 86.6 58.5 70.0 70.0 70.0 90.0 70.0 80.0 19 -1/8° 25-1/2° 37" 48' 63 -1/8° 38 -3/8" 70.0 70.0 700 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 86.2 842 85J 582 58.2 48.7 88.2 812 70.0 70.0 70.0 90.0 70.0 80.0 46.7 487 48.7 48.7 46.7 88.1 88.1 70.0 90.0 70.0 80.0 48.0 434 46.0 48.0 484 480 86.7 86.7 70.0 90.0 70.0 80.0 45.0 45.0 48.0 46.0 46.0 454 I 56.7 86.7 70.0 90.0 70.0 ~80.0 18 -1/8" 28 -1/2" 37' 48° 53-1/0" 80 -5 /8° 70,0 70.0 700 80.0 70.0 80.0 70.0 70.0 704 90.0 70.0 80.0 884 88.2 88.2 55.2 882 88.2 1 704 70.0 70.0 980 70.0 80.0 487 46.7 487 4487 48.7 48.7 68.1 881 780 900 704 80.0 360 36.0 38.0 36.0 , - - 70.0 90.0 70.0 80.0 - 34.1 34.1 34.1 34.1 - - 66.4 88.3 684 79.9 19 -1/8° 28 -1/2° 37° 48" 53 -1/8' 68" 704 70.0 70.0 00.0 704 80.0 704 70.0 70.0 900 704 80.0 882 08.2 80.2 83.2 88.2 65.2 70.0 704 70.0 980 70.0 a 80.0 4487 48.7 487 48.7 487 48.7 881 88.1 70.0 900 70.0 80.0 - - 38.0 384 360 384 - - 70.0 90.0 70.0 80.0 - - - - 324 316 - - - - 63.2 72.3 19 -1/8° 26 -1/2" 37° 48" 63 -1/8" 83° 70.0 70.0 700 90.0 70.0 80.0 70.0 70.0 70.0 80.0 70.0 80.0 68.2 85.2 88.2 68.2 85.2 842 704 70.0 70.0 90.0 70.0 804 - - 46.7 447 447 45.7 - - 70.0 90.0 704 80.0 - - - - 38.0 38.0 - - - - 70.0 80.0 - - - 32,8 315 - - - - 83.2 72.3 19 -1/8" 26 -1/2" 37° 48" 63 -1/8" 74 -1/4' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 780 80.0 682 802 68.2 58.2 684 88.2 700 70.0 70.0 90.0 70.0 80.0 - - - 487 48.7 48.7 417 - - 70.0 90.0 70.0 80.0 - - - 38.0 380 - - - - 70.0 804 - - - - 32.5 32.5 - - - - 63.2 72.3 GLASS TYPE 'I3' 3/18' HEAT STREN'D. GLASS .090' INTERLAYER 'DUPONT SENTRYOL S PLUS' 1- -3/16° HEAT STREN'D. GLASS GLASS TYPE 'ELL' NOTE: CLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El300 -02 (3 SEC. GUSTS). 3/18' HEAT SIREN'0. GLASS .090' INTERLAYER ' DUPONT BUTACITE WS' 3/18° HEAT STREN'0, GLASS SILICONE DOW CORNING 795 ADHESIVE SILICONE DOW CORNING 796 ADHESIVE TA •• OOOO • • • • • ••• • • • • • • • •• /RBIULTYMED r~/Mil with Mr Ilj :"+"mil t t- +1"Yei4 R.1°I�N C4iM D WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HOR12ONTALLY AS SHOWN ABOVE. GLASS TYPE 'C' • • • • • • LAS �TYPH • 'CL, • _ • • • • • ••• ••w •• i • • ••• ••• • • • • • • • • • • • • ••• • • • • • • ••• •• •• • • • • • • • • •• • ••• • • • • • • • • • • • • • •• •• "j" r01 DESIGN LOAD CAPACITY - PEP DESIGN LOAD CAPACITY - PSF � WINDOW DIMS. ANCHOR TYPES 'A' & 'C' ANCHOR TYPES 'H' & 'C WINDOW DIMS. ANCHOR TYPES 'A' & 'C' ANCHOR TYPES 'H' & 'C GLOSS TYPE 'A' GLASS TYPES 'B' & 'HI' WAGS 'PIPES 'C' & 'Cl' GLASS TYPE 'A' GLASS TYPES '8' & '81' GLOSS TYPES 'C' & 'C1' ....• n GLASS TYPE 'A' GLASS TYPES '8' & '81' GLASS TYPES 'C & 'CI' GLASS TYPE 'A' GLASS TYPES 'B' & 'HI' GLASS TYPES 'C' & 'CI' Z 0 O Q i Y 4 I A • • WIDTH HEIGHT EXL(41 INT.( -) EXL(4')'1NT.( -) EXT.( +) 1NT.( -) EXL( +) 1NT.( -) EXT.( +) 1NT.( -) EXL( +) 1N6( -) WIDTH HEIGHT EXT.(+) 1NL( -) EXT.(+) 1NT.( -) EXT.( +) INT.( -) EXT.(+) INT.( -) EXT.( +) INT.( -) EXL( +) 1NG( -) 18' 24' 30° 39' 42 45' 54' 60' 70.0 70.0 90.0 70.0 SILO 70.0 70.0 70.0 90.0 70.0 80.0 15" 24" 30° 38° 208' 70.0 - 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 50.0 70.0 87.8 70.0 07.8 72.0 87.8 70.0 72.0 70.0 70.0 70.0 90.0 700 80.0 - 70.0 72.0 70.0 72.0 - - - 70.0 - 90.0 70.0 80.0 87.8 57.9 70.0 70.0 70.0 90.0 70.0 80.0 - - - - 87.8 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 80.0 - - - - 48.0 48.0 - - - - 70,0 80.0 48.0 48.0 48.0 48.0 48.0 48.0 48.0 48.0 700 70.0 70.0 80.0 70.0 18° 24° 30' 38° 120. 56.2 58.2 70.0 97.0 70.0 80.0 38.2 58.2 70.0 80.0 70.0 80.0 48.0 48.0 70,0 70.0 10.0 70.0 90.0 70.0 80.0 80.0 - - 70.0 72.0 70.0 72.0 - - 70.0 90.0 70.0 80.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 90.0 70.0 - - - - 57.6 57.6 - - - - 70.0 80.0 48.0 48.0 48.0 48.0 48.0 87.3 67.3 70.0 90.0 700 80.0 - - - - 48.0 48.0 - - - - 70.0 80.0 18' 24' 30' 35' 42' 48° 84° �• 70.0 70.0 ' 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 700 80.0 tq �a{ i$ 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 700 80.0 57.8 48.0 67.9 57.8 57.8 87.8 67.8 70.0 70.0 70.0 90.0 700 80.0 "" L 48.0 48.0 46.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 41.1 - - 41.1 - 41.1 36.0 41.1 38.0 41.1 36.0 41.1 36.0 60.0 - 80.0 - 70.0 700 90.0 90.0 700 70.0 80.0 80.0 �. "4r 1 rf I (E.S. WINDOWS 5220 N.W. 72 AVE. BAY #4 MIAMI, FL 33166 TEL. (305) 640 -0557 FM. (303) 593 -2074_, 38.4 36.0 38.0 36.0 - - 70.0 90.0 700 80.0 �� �f', - - 38.0 38.0 38.0 38.0 - - 70.0 90.0 70.0 80.0 % S- 80° 24° 30' 36" 42" 48° 84° 60• 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 NOM CAN BE ORIENTED WIM AND VERTICALLY OR HORIZONTALLY AS SH6WN AUK. 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 57.5 57.6 57.6 57.8 57.8 70.0 70.0 70.0 90.0 70.0 80.0 48.0 48.0 48.0 46.0 48.0 48.0 67.3 87.3 70.0 60.0 700 80.0 ' ._ ,y.Irivi� r14lwb2710asMrH• �•��tpAj� 148eacits pm VK 8 •. Sjra ‘ . LIAR ..4•c - - 41.1 41.1 41.1 41.1 - - 70.0 90.0 700 700 80.0 80.0 - - 38.0 39.0 38.0 38.0 - - 710 60.0 - - - - - 32.0 32.0 - - - - 62.2 71.1 - - - 28.8 28.8 - - - - 58.0 84.0 18" 24' 30' 38" 42' qg 54' 60' 72. 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 90.0 700 80.0 57.8 87.8 57.9 57.9 87.6 57.6 54.2 84.2 70.0 90.0 70.0 80.0 - - 48.0 48.0 48.0 48.0 - - 70.0 90.0 70.0 60.0 - - - - 41.1 41.1 - - - - 70.0 ' 80.o - - - - - - 38.0 32.0 38.0 32.0 - - - - - - - - 70.0 62.2 80.0 71.1 - - 4 - - - - 28.8 28.8 - - - - 88.0 84.0 18' 24° 30' 36' 42' 4g• �, 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 700 80.0 auk Oldie 70.0 70.0 70.0 72,0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 80.0 - - 87.6 57.8 57.8 57.6 - - 70.0 90.0 70,0 - - - - 48.0 48.0 - - - - 70.0 80.0 - - - 41.1 _ 41.1 - - - 70.0 80.0 - - - - 38.0 38.0 - - - - 70.0 80.0 5111 ;& - 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 - - 87.8 57.6 574 57.6 - - 70.0 90.0 70.0 80.0 - - - - 48.0 48.0 - - - - 70.0 80.0 11 41.1 4.1.1 •3t.• - • - • - '• - - •- • 1,, 70.0 70.0 80.0 80.0 - - - - - - - -4x.* a i 1� 1 g $ ,, .i 18' 24° 30' 36' 68" 70.0 70.0 70.0 90.0 •90.0 Yhia •07.8 48.0 80.a 1!.! • 4 48.0 •7g.: • • -• • . - b0.o• • - • • -• • r0.a 00.0 %0 !off • «0.4 90.0• • - • • • 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 p9, Hl&fAYOUeI FggOPO !u�p CAN. 3.V t�V 2 2iid�+ - - 70.0 72.0 57.8 - - - 57.8 - - - t - - - - 41.1 41.1 - - - - 70.0 80.0 - 42' NOTE: GLASS CAPACITIES ON THt • • • • • • S0 ZI ARE • • • • • • drawing no. W03 -57 • • BASED ON ASTM El 30 �4i))2 (• SEC. �UST�) • (sheet 304 7 • • ••• ••• • • • • • • • • • • • • ••• • • • • • • ••• •• •• • • • • • • • • •• • ••• • • • • • • • • • • • • • •• •• TYPICAL ANCHORS,. SEE ELEV. FOR SPACING • 1BY METAL WOOD BUCK STRUCTURE o PI11111110111 o Ear_ 0 4P1 OPTIONAL • OPTIONAL TYPICAL ANCHORS SEE ELEV. FOR SPACING IF I. ••• • • • • • • d a •• • • • • • • • • •• • • • • • • • • •y o • MIWU -DARE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING TYPE 'A'— 3/18' TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY }/1®" Tells. OR E F D SCRFWSy,{(ORADm S CRCRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (8083 —TB MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE 'B'— 1/4" „TIALZAEFASIS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU BY BUCKS INTO CONC. OR MASONRY - 1-1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY .11.16 SMS 0R sELE DRILLING SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy m 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN, (8083 —TB MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE '0'_ ilSUMISILSELLERILLISUElle INTO DADE COUNTY APPROVED MUCUONS. (NO SHIM SPACE) INTO CONCRETE AND MASONRY - 1 -3/8 -MIN. INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE - 1/2° MIN. IIMISMCINIMBIBB ✓wii aw X11 ITIOwskr Oft kihmtwor Sift SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUM COLOR SIUCONE. V a g I 7 • • • • • • •• •• • • • • ••• • • • • • • • • - • • • ••• • • • • • • • • • •• •• • • ••• • • • ••• • ••• • • • • • • • • • • • • • ••• •• •• • drawing no. W03 -57I sheet 4of 7 IT= PART A QUANTITY DEBCwri1ON mATERIAL MANP. /SUPPLIER /BRINARHB 1 ES5001 4 WINDOW FRAME 8053 -15 — .. — 2 E52000 -8 OPTIONAL GLAZING STOP 5053 —T5 — 3 E95002 4 FRAME COVER {OPTIONAL) 8083 -75 — 4 98 9 1 AS RECD. ASSEMBLY SCREAMS OR9 PH EMS g 2/ LEE SERWO BLOCK NEOPRENE 7/15' 9 3/18" S 3-1/2' LONG 8 r7 E5 2000 -10 OPTIONAL GLAZING GASKET SOFT PVC — ES1505 — FLUSH FRAME ADAPTER 8063 -75 OPTIONAL • TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI —DARE COUNTY APPR,O MULLION SEE SEPARATE 740A TYPICAL ANCHORS SEE ELEV, FOR SPACING •• ••• • • •i • • •i • • • • • • •• • • • • • • :mow LD • •• 'W • ND•OM WIDTH 416—"Ii—• •• • • ••• • • • • • • • • • • • • • • ••• • ••• • • • • • • • • • • • • •• • • •• • • •_ • t•• • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • • • ••• • ••• • • • • • • • • • • • • • •• •• ••• • • Engr. OR. HUMAYIMA7 FAROO( STRUCTURES FLA. PEi 1135.77 CAN. 35J8 mulct swam .1•10 the ATM i+M•W arej� 8 Cahoot 5 of 71 2330 7 .�_I -.1.700 i • .062 1.000 S00 913 FRAME 1,134 .803 .837 F�.149 GLAZING STOP (OPTIONAL) ,733 -. .537 FRAME COVER (OPTIONAL) A43 ate .6 .250 BULB VINYL (OPTIONAL) — 2.180 ----1 r.062 i 900 k-- 2.2884 FLUSH FRAME ADAPTER ALUM CORNER LOCK (6063-T5) TYPICAL ANCHORS SEE ELEVS. FOR SPACING ALT. •• ••• • • • • • • • ••• • • •A�. •• •• s e ; ; •• ••• •• • •• ••• .•, • • • • • • • • • • • • • • • • • • • • • • • SEE ELEV. FOR SPACING • • • •• 4. - 0. • • ••• ••• ••• TYPICAL ANCHORS ••• • • • • ••• • • • • • • • • • • • • • •• •• • •• •• ••• • • • • • • Enw, OR. NUHAYOUN S1RUC/YLMES FLA. AIt 75'e°°7 RT1 LtI Plife•Vcr sown :Iszciag wria do now Code &pleads. Der �i art Illebkot 0 I drawing_ no.-1 W03 -57j (sheet 60f 7 ) • • ' ••• • •••• • • • • • • • • • • • • • • • • • • • • '' • •.. 1.• • •.. • • • • ... • • • • • • ••• • • • • • • • • • • • • • • • • .. •• • • • • ... • • • S.• .• 5 • • • ••• • •••• • •• • • •• • ••••• • • • • • • •••••• • . ••• • •• • • • • • • • • • • • • • ••• • ••• • •• • • • • • • BUILDING CODE COMPLIAN( WA TCE'(BCCb):' • PRODUCT CONTROL DIVISION. • i • • • • •' • • • • • • • • • • • •.• • • • • • NOTICE OF ACCEPTANCE (N0 • • • • • E.S. Windows '. •'• • • •• • -. j' a 10653 N.E. Quaybridge Ct. 211°1 Miami, FL 33158 SCOPE: Ws 1-1573 M[A11I.DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 r b40 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: Aluminum Outswing French Door APPROVAL DOCUMENT: Drawing No. W04-51, titled "Series -4000 Alum Ontswing French Door- Impact ", sheets 1 thin 6 of 6, prepared by AL- Farooq Corporation, dated 06/10/04 with revision "A" on 08/06/04, signed by sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 dare 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 ,roduct, 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 The done in its entirety. SPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors end shall be available for inspection at the job site at the request of the Building Official. i his NOA consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned bove. ,_ he submitted documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO NOA No 04- 0712.02 Expiration Date: September 16, 2009 Approval Date: September 16, 2004 Page 1 MIAMI•DADE • • •• •• • • • • • • • • • ••. • • • • • • • • • •.• • • • • ••• • • • • •.• • • •• • • • • • • • • • • • • • • • ••• • ••. • •• • ••• • • • • • • • • • . . • • •• • • • • BUILDING CODE COMPLIANCIi OICE (BCCO) • • • • • PRODUCT CONTROL DIVISION • • • • • • • • • • • • NOTICE OF ACCEPTANCE {NOA�. • E.S. Windows 10653 N.E. Quaybridge Ct. Miami, FL 33158 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: Aluminum Outswing French Door APPROVAL DOCUMENT: Drawing No. W04 -51, titled "Series -4000 Alum Outswing French Door- Impact ", sheets 1 thru 6 of 6, prepared by AL- Farooq Corporation, dated 06/10/04 with revision "A" on 08/06/04, signed by sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a•revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO •.• •• MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • ••• • • • • :• • • • • • •• • • • • • ••• •• NOA No 04- 0712.02 Expiration Date: September 16, 2009 Approval Date: September 16, 2004 Page 1 E.S. Windows • . ••• • • • ... .. • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • •.. • • • • • • • • ••• • • • • • .. • • • ••• ••• • • NOTICS OF ACCFPTANiit: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer'sYliciaaviai hidWctioYs. 2. Drawing No. W04:51, titred"Se1ies -4000 Alum Outswing French Door- Impact ", Sheets 1 thru 6 of 6, prepared by At-I airuoq Corporation, dated 06/10/04 with revision "A" on 08/06/04, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, FBC, TAS 201 -94 5) Cyclic Loading Test, per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawing and installation diagram of a aluminum outswing french door, prepared by Fenestration Testing Laboratory, Inc., No. FTL -3947, dated 02/04/04, signed and sealed by Edmundo J. Largaespada, 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, FBC, TAS 201 -94 5) Cyclic Loading Test, per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawing and installation diagram of a aluminum outswing french door, prepared by Fenestration Testing Laboratory, Inc., No. FTL -3955, dated 02/04/04, signed and sealed by Edmundo J. Largaespada, P.E. C. CALCULATIONS 1. Anchor calculations, ASTM- E1300, and structural analysis, dated 06 /09/04, prepared, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 00- 1212.04 issued to E.I. DuPont DeNemours for "Dupont Butacite® PVB" dated 02/15/01, expiring on 12/11/05. 2. Notice of Acceptance No. 01- 1204.01 issued to E.I. DuPont DeNemours for "Sentry Glass ® Plus" dated 01/17/02, expiring on 01/ E -1 Herminio F. Gonzalez, P.E. Director, Bulb1Ing Code Compliance Office NOA No 04- 0712.02 Expiration Date: September 16, 2009 Approval Date: September 16, 2004 E.S. Windows • • ••• • • • ••• •. •. • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • ••• • •• • ••• • • .. • • . • • • • • • . .. • • ... ... • NO1ICEOF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of ggnfgrrmaPe alnIf no financial interest, June 09, 2004 signed and sealed by Humayoun Far " ' 2. Statement letter of ono financiaiinmerest:June 09, 2004 signed and sealed by Humayoun Farooq, P.E. G. O'1'HH;R 1. Letter from consultant stating that the product is in compliance with the Florida Building Code (FBC). 1 _A Ir. He t, I. o F. Gonzalez, P .E. Director, Building Code Compliance Office NOA No 04- 0712.02 Expiration Date: September 16, 2009 Approval Date: September 16, 2004 E -1 AD INTO OF • DL ANCHORS READ. K t THRU WOOD INSTALLATIONS ON Y 6• MAX. TYP. FRAME WIDTH 34 5/8• 88 3/4' 34 5/8• HEAD & SILL FRAME HEAD & SILL 12° FR. HEAD & SILL a SURF MAY FALS HEAD /SILL CORNERS ® I I!I _, O 1.4.,.. I I !I __ q I1 I I ;+ III) ` ) -- u — -- - -= ii -- ii © ==== dk = = == <7ii7yypy i(t' ____. K 1i it II I+ II 1 / \ / / /11, ii O --/-4=... Ituts T1 ; - -- \ ii \ ii il II \ 0;: \ ii \ ii 1 —u - - -\-11 - -- ft\ H 11 O ____ k_�-_ }r- II ii —ter -- ii ==== dk = = == 1 Ft/ +IY[ _ II " i i II n u IF u i, b ,. as $ 6 © m ' - --- -L_ 7____ ii // II 11 II / \/ I / 30 1/4• 28 1/16• 4 12• 30 1/4• a D.L OPG. 34 1/4' D.L. OPO. 34 11/18• D.L OPG. m 34 g f I.. SERIES -4000 ALUM QUTSWING FRENCH DOOR THESE PRODUCTS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELRES. SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR 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 33% INCREASE IN ALLOWABLE STRESS WAS USED IN DESIGN OF ANCHORS. k 3/18° H.S. GLASS .060° INTERLAYER 'DUPONT SENTRYGLAS PLUS' 3/16" H.S. GLASS ADDL ANCHORS READ. INTO OR THRU WOOD BUCK INSTALLATIONS ONLY ACE APPLIED E MUNTINS BE USED 3/18• HS: GLASS .090° INTERLAYER 'DUPONT BUTACITE PAW' 3/18° HS. GLASS 8° MAX. TYP. 71 3/4• HEAD /SILL CORNERS •• • •• • ••• • •• • •• ••• •• • ••• • TYPICAL ELEVATIONS TESTED UNITS SILICONE DOW CORNING 795 GLASS TYPE 'A' 1/8" H.S. GLASS .090' INTERLAYER 'DUPONT BUTACITE PVB' 1/8° HS. GLASS DOW CORNING 796 GLASS TYPE 'B' GLAZING OPTIONS 26 1/16° 0.4 OPG. SILICONE DOW CORNING 795 GLASS TYPE 'C' Ode 0.1i141:?Pilmg**1111111 NO = 411E.41kilrY IN -' „twat G'T' /•/. ✓. En n � FAROOQ CAN. # 18687 AUG 1 0 2004 drawing no. W04 -51 (sheet 1 of 6 ) . ••• • HEIGHTS: NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT DAYLOE OPO. 6/8 79 -3/4' 77 -1/4" 89 -1/18" 8/0 95 -3/4' 93 -1/4" 85 -1/18° WIDTHS: NOMINAL WIDTH FRAME WIDTH LEAF WIDTH DATUM OPO. 2/6 (X) 31 -1/2° 28- 11/18° 20 -1/18' 3/0 (X) 37 -1/2° 34- 11/18" 28 -1 /18' 8/0 (XX) 59 -3/4" 28- 11/18' 20 -1/18 8/0 (XX) 71 -3/4° 34- 11/18° 28 -1/18° DOOR LEAFS CAN BE GLAZED WITH TYPE 'A', 'B' OR 'C' GLASS ( X ) MAXIMUM DESIGN LOAD RATING = + 70.0 PSF ( FOR DOORS WTHoUT MUTES) - 80.0 PSF STATIONARY PANE, (0) OR DOORS WITH SIDELITES DESIGN LOAD CAPACITY - PSF WIDTH (W) INCHES FRAME HEIGHT FT./IN. UNREINFORCED MULLION REINFORCED MULLION GLASS TYPE 'C' GLASS TYPE T & 'B' GLASS TYPE 'C' MASS TYPE 'A' & IF EXT. ( +) OAT. ( -) EXT. ( +) OJT. (-) DR. ( +) INr (-) DR. (1') INT. (-) 18 21 24 27 30 33 38 39 42 - 8/8 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 - 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70,0 80.0 70.0 804 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 73.2 70.0 80.0 70.0 73.2 70.0 80.0 88.5 86.8 70.0 80.0 88.8 85.8 70.0 80.0 70.0 74.2 70.0 50.0 70,0 74.2 70.0 80.0 18 21 24 27 30 33 38 39 7/0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 89.4 89.4 700 80.0 89.4 89.4 70.0 80.0 82.2 82.2 70.0 80.0 82.2 82.2 70.0 sox; 7 18 21 24 27 30 33 38 70.0 78.9 70.0 78.9 70.0 80.0 70.0 80.0 70.0 74.8 70.0 74.8 70.0 80.0 70.0 80.0 70.0 71.1 70.0 71.1 70.0 80.0 70.0 80.0 8/0 87.9 879 87.9 87.9 70.0 80.0 70.0 80.0 85.0 85.0 65.0 85D 70.0 80.0 70.0 80.0 82.4 82.4 82.4 82.4 70.0 78.8 70.0 78.9 80.1 80.1 80.1 80.1 82.2 82.2 70.0 78.0. W1 W2 WI CO ri-T-7 0 �, 0. \\II /, �, o„ __L4�� _•_. ( OX0 ) _ W1 - - W2 - - WI WIDTH (W) = W1 + W2 (FOR DOORS WITH SIDEUTER) 2 MAX. DOOR LEAF WIDTH ■ 34- 11/18" SEE CHART AT TOP LEFT CORNER FOR D.L. OPNG. SIZES A NIA Ihtte W.3 Ne:.: . x. WIDTH (W) (0) • • • • • •••• • •••• ••• • •.• with W •••• • •••• ••• • •• • • • • S. •••• •••• • • • • •• •• •••• • • • • • • • • • • WI W2 •, • • •••• • •••• •••. •I flI I I z/, I,/ ., 0,/ __.4 \\II /, WIDTH (W) = W1 + W2 (FOR DOORS WITH SIDEUTER) 2 MAX. DOOR LEAF WIDTH ■ 34- 11/18" SEE CHART AT TOP LEFT CORNER FOR D.L. OPNG. SIZES A NIA Ihtte W.3 Ne:.: . x. WIDTH (W) (0) • • • • • •••• • •••• ••• • •.• with W •••• • •••• ••• • •• • • • • S. •••• •••• • • • • •• •• •••• • • • • • • • • • • WI W2 •, • • •••• • •••• •••. •I Engn OR. HUMAYOIIN FAR000 SR7UC1URE9 CAN. MM AUG 102fl4 ( OXxO ) • N • •• • • .. •• • • .. • • a fri • • $ •• G ^ lit ••• • vi drawing no. W04 -51 sheet 2 of $ ) a �, o„ __L4�� ,/ Engn OR. HUMAYOIIN FAR000 SR7UC1URE9 CAN. MM AUG 102fl4 ( OXxO ) • N • •• • • .. •• • • .. • • a fri • • $ •• G ^ lit ••• • vi drawing no. W04 -51 sheet 2 of $ ) WOOD BUCKS NOT BY E.S. WINDOWS! Si Sf•SUSTAIN LOADS IMPOSED BY GLAZING SYS7%14 •TRANSFER THEM TO THE BUILDING STRUCTURE. ••■• • TYPICAL ANCHORS SEE ELEV. FOR SPACING -1BY OR 2BY Y{OOD BUCK METAL STRUCTURES (STEEL OR ALUM. 1/8° MM. THICK) STEEL : Fy m 36 K5I MIN. ALUMINUM : 6063 -T5 MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/18 °WIMP SLOT 1 /SILL AT SIDELITESS m '71PICAL4ANCHORS \. SEE ELEV. FOR SPACING STATIONARY UNITS 3/16' X 1-1 2° WEEP SLOT 2/ SILL AT XX DOORS 1/ SILL AT X DOORS OPERABLE UNITS TYPICAL. ANCHORS SEE ELEV. FOR SPACING Approved so oatipitisi whb ti• Cads Date !�1lP7G. Midas BY ._� 'SU TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • •• • TYPICAL ANCHORS: SEE ELEV. F.R•91FA61NG 1/4° TAPCOt INTO 2BY WOOD BUCKS OR WOOD 4POCiuR€ 1 -3/8 °'MIN. PENETRATION INTO WOAD THRU 1 BY BUCKS INTO CONC. OR *SOWN 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY • • • • 1 -1/4° MIN. EMBED INTO CONC. OR 111415CNRT #14 SMS OR 1/4" TEKS SELF DRILLING SCREW$ INTO METAL STRUCTURES we MIN. THICKNESS) (1/4° MAX. SHIM SPACE) SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. Ems- DR., TRUCNRES aaROOC • FLA. PE AUG 102004 • • • • • • •• •••• • • •• ••• • •••a' • n • WO • • drawing no. W04 -51 sheet 3 of 6 •• • • • • •• ••• r• • ••• • ••• • 1 INT _. ® j w. vi Nir s'��I�II ( III► IIIIIf l7 �,.. .. �j�`� _.. �,H..� f' � 7 � `r 10-4.- "„ (FLUSH BOLTS AT ACTIVE AND INACTIVE LEAFS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) REINFORCING AS MOD. 9B °X2° X .Ss' disKEL ' FULL LENGTH SR. C SEE SHEET 2 FOR CAPACITY (STEEL TO SE PAINTED OR PLATED) AUG 1 0 2004 1.500 4.000 Imo- •1.779 I .079 1_2.018 (9 ® FRAME HEAD /JAMB 2.250 —j .381 j I�C"°"'"L1 .225 .105 31 WEDGE GASKET (SCALE 1:1) .608 .060 • 1 5001 . WEATHERSTRIP ADAPTER SHEAR PLATE © TOP /BOTTOM RAIL 13 JAMB TRIM (OPTIONAL) .490 Q FRAME SILL 1.500 .250 18 1.112 1.531 PANEL CLAMP 0.312 2.000 L 2.125 2.125 0.375 n 3.375 2.000 ;O i) 1 3 PIECE HINGE .082 1.145 r .475 .927 SILL COVER SIDE LITE STILE O HINGE STILE 0 0 LOCK STILE /KEEPER STILE ® SIDELITE ADAPTER ITEM # PART # QUANTITY DESCRIPTION MATERIAL MANF. /SIJPPLTBR/REMARXS 1 153001 -1 1 FRAME HEAD 8083 -T8 - 2 153001 -2 2 DOOR FRAME JAMB 8063 -T8 - 3 ES3002 -1 1 DOOR FRAME SILL 8063 -TB - 4 ES3003 -1 AS READ. SIDEUTE ADAPTER 8083 -TB - 5 ES3004 AS READ. SHEAR PLATE 0 ANCHOR LOCATIONS 6083 -T8 3° LONG 6 ES3005 -1 2/ LEAF TOP AND BOTTOM RAIL 8063 -T5 - 7 ES3006 -1 1/ LEAF DOOR LEAF JAMB - HINGE SIDE 8083 -T5 - 8 ES3007 -1 1/ LEAF DOOR LEAF - LOCK SIDE 8083 -T8 - 9 ES3007 -2 1/ LEAF DOOR LEAF - KEEPER SIDE 8083 -T8 - 10 ES3006 -1 AS READ. SLDEUTE STILE 8083 -15 - I1 - - - - - 12 - - - - - 13 153011 AS READ. JAMB TRIM 6083 -T5 OPTIONAL 14 153012 1 SILL COVER 8063 -T8 - moo' 15 ES3013 2/ LEAF WEATHERSTRIP ADAPTER 6083 -T5 - 18 ES3014 -1 4/ PANEL PANEL CLAMP 8083 -TE • - • •5511 17 ES3003 -3 3/ OPER. LEAF HINGE ASSEMBLY 8083 -T8 • • 18 FD -100 - MANUALLY OPERATED FLUSH BOLTS - 1 L L +Ai it ASSOCIATES • 19 - - DOOR LOCK (SAVANNAH 2OISL) - • YALE • 20 - - DEAD BOLT LOCK (PREMIER) - •VRLt • • • • 21 W22321N0 AS READ. FIN -SEAL PILE W'STRIPPING - WSW* •• , 22 ES3020 AS READ. BULB WEATHERSTRIPPING VINYL •AI IVO PANELS : I'. 24 - AS READ. HINGE REINFORCING BAR ALUMINUM 1/8° THK. X 7 -7/8° LONG 25 - 2/ LEAF 3/e° DLL THREADED ROD W/ NUTS STEEL •} • • • • 0000 • 28 — AS REQD. FRAME ASSY. SCREWS - HEAD SINS • • • 27 - - - - - 28 ES4014 AS REQD. BOTTOM RAIL GLASS STOP NEOPRENE •.. • • • 29 164019 AS READ. PANEL SILICONE STOP NEOPRENE ! • *et, - AS READ. 3/8° DIA. X 1/8° HT. BUMPER SILICONE (RANK LOWE RUBBER 014 • ,1 31 ES4013 AS READ. WEDGE GASKET - - ! • • • 32 153022 2/ STILE FLUSH BOLT BRACKET 8083 -TB • • ••• • 33 - 2/ EMT. BRACKET INSTALATION SCREWS - #10 X 1° FH SMS - • 34 0/LON AS READ. DOOR PANEL W'STRIPPING - SCHLEGEL Engn DR. HUMAYOUN FAR000 STRUCTURES MAN "18667 AUG -1 0 2004 • • It • aTa• • Vcji:m•� 55z +p w N 2 v �2rj 'b- drawing no. W04 -51 sheet 5of 6 ) • •• • • • • ••• • ••• • •••• • • • •••• • • • •• • •••• FRAME TOP CORNER •••• •• • • • •••• • • ••• • • • • •• •• •• • • • • • • ••• • • • ••• • • • .•• •" ••• • • 3z •i•••• •• DOOR LEAF CORNER FRAME BOTTOM CORNER drawing no. W04 -51 (sheet 6of 8 ) MIAMIDADE. COUNTY • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • ••• • •• • ••• • • • • • • • • • BUILDING CODE CO • ct ov fci 1 : • • PRODUCT CONTRO1yf111SION • • • • • • • NOTICE OF ACCEPTANCE OA Industries • 1070 Technology Drive • • • • • • JUL • • • •••.... • ` QQ�' Nokomis, FL 34275 • • • • • • • AIIAMI DADE COUNTY, FLORIDA METRO- DADEFLAGGLLER BUILDING 140 WEST FLAGI.ERSTREET, SUITE 1603 MMMt. FLORIDA 33130 -1363 (305) 375 -290 ; (305) 375- SCOPE: This NOA is being issued under the applicable rules and regulation gove mg the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AM). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AID may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this ate, if it is determined by Miami -Dade County Product Control Division that this product or material fads 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 Tare. DESCRIPTION: Series 1"X Heavy Wall Aluminum n Tube Clipped Mullion`L.MiL APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped . Mullion ", sheets I through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., bearing the Miami Dade County Product Control Renewal Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Bach unit shall bear a pennanent label with the ms's name or logo, city, state and following statement ".Muni-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 Trials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any °dm purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for temination and removal of NOA. ADVERTISEMENT: The NOA mumw 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 and revises NOA # 04- 0528.05 and consists of this page 1 and evidence pages B-1 and B-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P.E. (6!„0--‹..,- NOA No 06-0125.07 Expkagon Date: June28, 2011 Approval Date: July 20, 2006 11 ANCHORS DETAIL 8: "C" OR 'D• AT BOTH ENDS AND AT BOTTOM ANCHORS DETAIL A ANCHORS DETAIL A MULLIONS W =W1 +W2 H w Hl +H2 (2) WINDOWS MULLED W/ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 141) MAX OPENING = H OR H1+H2 MULL LENGIN = W OR WI +W2 M2) MAX OPENING = W OR W? +W2 MULL WICIH = H1 1. ▪ THE 33 1/3X STRESS INCREASE HAS NOT BEEN 2,3,5,6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A 3. MULLIONS ARE APPROVED FOR IMPACT AND NON - IMPACT APPLICATIONS. 4. REFERENCE - TEST REPORTS: FTL -2902, 290.3 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, . 03- 0225.05 ANSI /AF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE- ® ME9NTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS DETAIL B "C" OR "0" AT BOTH ENDS AND AT BOTTOMS iri {I►'II W m W 1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M3) MAX OPENING = H OR H1+H2 MULL LENGTH = W OR W1+W2+W3 M4) MAX OPENING = W1 442 OR W2+W3 MULL LENGIN = H1 USED IN THE DESIGN OF THIS PRODUCT ANCHORS DETAIL "Er, "C" OR '0, BOTH ENDS ANCHORS DETAIL '» ", 'V" OR '6" BOTH ENDS MULLIONS H =H1w412 MULLION•,.: r.,) WINDOW MWLL4Q...: • " "• W /CY+& MOVE • • ...• • •. • •• W 4 W1 +W2 Z) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR W1 +W2 MULL LENGTH = H ....AR U4XALLOWABLE' • " dEZIGN sEE ABIt? • "''CN PAGES 5° &'7 T • • •:d ( OPENING H OR NT +H2 • • • MOLL W . . ••.• • • • S. • FOR ANCHORAGE TYPE , QUANTITY AND LOCATION, REFER MAXIMUM OF (7) UNITS. ••• • • • • • •• r 2iNCT .`4rR;rr 0. TO SHEETS TO BE USED .Q LY PC 2 PE Struttumi WITH POT INDUSTRIES PRODUCTS Rre wad ex F.K. Drawn Sy; P.J.P. ►ortocr 14140623. FL 34275 P.O. BOX fa2P mums. FL 34274 �/06 • /O6 4ME1/0O Mors ragailECIL REM 1" HEAVY WALL, ELEVATIONS ALUMINUM TUBE CLIPPED MULLION s.+M•oar *atm aun a +� MULLS NTS ! 1 •r 7 6221 D POT 1x MULL/ MULLION CUP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN Igo POT Jx MULLION WOOD BUCK FOR 1' MULL i' TYPICAL MULLION #12FHSUB STAGGERED ON OPPOSITE SIDES PGT 1x MULUO (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 /12 SCREW, EE NOTE 3 0 MULLION INSTALLATION. DETAIL 'A.' GT 1 x MULLION 2" OR 4" SEE NOTES 2 & 3 Ji MIN 1 TYP ANCHOR EMBED. SEE NOTE 2 WOOD BUCK REMOVED TO CONCRETE WOOD f BUCK *TYP) SEE NOT(' 1 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTES 2 & 3 • TYP CAL MULLION TO STRUCTURE WITH NOTES; WOOD BUCK. DETAIL "B 1. FOR CONCRETE APPLICATIONS IN MIAMI —DADE COUNTY, USE ONLY MIAMI —DADE COUNTY APPROVED ELCO 1/4' TAPCONS OR '1/4" S54 CRETE —FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE SEE IS 2 1/2 ". MIN. EMBEDMENT: TAPCONS 1 1/4 ". CRETE -FLEX 1 3/4' NO t.. 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4' TAPCONS OR 1/4' SS4 CRETE —FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2' ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND 7. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL - TO —CUP TO BE HALF THE QUANTITY OF ANCHORS FROM CUP —TO— OPENING (MINIMUM OF 2 SCREWS PER CLIP). 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING A OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. • Y•.• 2" OR 4' #12 EH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE .3 MASONRY ANCHOR SEE NOTES 1 & 3 • • TYPICAL MULLION TQ STRUCTURE W%M WOOD • • • • BUCK REMOVED FROM CONC.. 'aF?&1L.:C" • • • • • •� 2" OR 4" #12 SMS STAG. ON • OPPOSITE •SIES (so IS NOT • • TO I?r?EtI'-tNE WITH tXCH OTHER); • • • SEE•Ir,TE :3 •••:• • .r•r BUCK TYPICAL MULLION T9 STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "D" • •• •• •• • AQ4SOl7Rt ANCHO�iti iSfE NOTES 1 �& 3 • • • • • • • •• • •••• • • ••• • • • • • •• Mira. TO BE USED QJ WITH POT INDUSTRIES PRODUCTS RrK M0/06 B Y NOTES J & 5 re SEA/04 M DETAILS PJP 48/QO 1" HEAVY WALL, CLIP INSTALLATION DETAIL ALUMINUM TUBE CLIPPED MULLION NULLS I NTS ▪ 2 • of 7 e 6221 1 1" MULL CLIP (CUP TO OPENING) EXTRUSION DWG #1099 1" MULL CLIP W /TABS REMOVED (CUP TO MULL) EXTRUSION DWG #1099 CLIP LENGTH CHART FOR 1x MULL MULL SIZE 1x2x3/6 1 x 2 J/4 x 3/8 A' 1 3/16 15/16 I x 2 3/4 x 21/32 1 3/8 Ix4 x3/8 3 3/16 Q (2) N. LOCATIONS MIN. a ONE (1) ANCHOR LOCATION a THREE (3) ANCHOR LOCATIONS MIN. A TWO (2) ANCHOR, 1 IN.TYP. ,NOTES: 1. IMPORTANT: QUANTITY of ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. 3. REFERENCE TEST REPORTS: FR-2902, 2903 AND 2975. MIN. ® FOUR ( ANCHOR LOCATION$ (2)EQ.SRc (A- 3/4)/2 MIN. 0 THREE (3) ANCHOR LOCATIONS MIN, © SIX (6) AMf,'H le LOCATIQIlI$,,, IN.TYP, (4)EQ.SP.. (A- 3/4)/4 gMIN. ® FIVE (5) ANCHOR harAMIS •... • • ••. • • • .• • •• • • • • - • •• •.•• • • • •• • • • . •••• • • • •• •. • iMIN. TYP. • • • • • • • • • • • .• • •I: • • •• rsooncrwavnal UM* OM TO BE USED' WITH POT INDUSTRIES PRODUCTS Raf rt Ld , P.E. PE Structural 1070 TECHNOLOGY ft P.O. Stir 1529 NOHOW. R. 34274 F K. 0 /O8 a-to ter nos so. 0 0 4 4 1 4 0 1 E 4 05 C-REDRATI, ` P J.P. 4/28/00 11 HEAVY WALL, ANCHOR LOCATIONS ALUMINUM TUBE CLIPPED MULLION MULLS J ♦ 7 x HEAVY WALL MULLS MAT'L: 6063 —T6 NOTE; 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 • • • • • • • • • •••• • •••• • • • • •• • • • • • • • • •• • •••• •••• ••• • • • •• • .• • • • •• • • • • • • • • • • • •••• • • • •• • • • •• •••• • • • • • • • • • =rtidho Pima r TO BE USED 2ILY WITH PGT INDUSTRIES PRODUCTS 70# Clark, P.E. PE i39712 Structural iwatir 0. P.J.P. AirElle THIS SHT gramoss cart THIS SHT 1 " HEAVY WALL, MULLION PROFILES 1070 NoKOW4 FL 34275 P.O. !O1 1S29 N0701NS, Ft 34274 ALUMINUM' TUBE CLIPPED MULLION HULLS 1 X( 4 7 aeon No. 6221 CHART 2. - 1x2.75x.375 QTY. & TYP. OPENING WIDTH IN INCHES ANCHOR 60 60 10 80 90 CUP TO (2) A OP®4ING (3) B (3) A (2) A (3) B (3) B (3)A (2)A (3)A (3) B (3) B (3) B (2)A (3) B (3) A (2) A (3) B (3) B 100 110 120 - 130 160 (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (3) B (3) B (4) B (3) B (4) B (3) B (4) B (3) B (4) B (3) B (4) B mIP.1 ATO L6, (3) B (3) B (3) B 42( 170 170 - .170 48 170 170 170 50.625? 170 " 170 161 54 166 170 147 so' 145 131 152 ' 127 131 112 (3) B (3) B (3) B 1701 170 (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B 170 170 170 1701 170 � 170 170 170 170 (3) B 170 161 170 154 170 146 170 170 135 165 140 126 170 150 170 " 136 170 149 170 149 170 170 149 (3) B 170 (3) B (3) B (3) B (3) B 170 170 170 170 170 149 170 149 170 170 " 134 170 ' 134 170 134 170 134 170 ' 134 170 131.116 112 99 116 99. 101 90 66 113 72 86 76 73 78 87 84 54 90 43 98 38 108, 26 111 23 113 97 86 73 97 85 73 65 163 , 121 146 119 142 118 141 107 100 100' 96 96 93 93 90 . 84 84 80 80 77 77 7T 72 72 88 68 h 85 65 64 64 50 60 48 48 118 92 76 141 118 141 118 141 92 92 92 92 92 78 6_ 48 76 46 62 64 49 67 57 57 50 60 46 49 45 45 42 42 40 40 38 37 78 78 78 63 63 63 45 44 44 37 38 38 46 41 41 38 38 38 36 36 33 33 32 32 54 45 43 37 36 30 45 40 40 35 35 37 32 30 26 28 28 a 32 32 30 - 30 ' 28 28 27 27 26 28 24 24 22 22 21 21 20 26 24 24 20 19 19 23 23 21 21 19 19 18 18 17 17 26 21 21 18 18 16 18 - 23 19 19 17 T7 15 15 16 18 15 16 CHART 1. -1 x2u.375 QD(. & TYP. OPOING WIDTH IN INCHES ANCHOR 50 60 " 70 80 1M 100 110 120 130 CUP TO (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) A OPINING (2) B (2) 8 (2) B (2) B (2) a (2) B (2) B (2) B (2) (1) 0 (1) B (1) B 6 CUP TO A MULL dot 42 48 80.826 54 90 63 66 72 78 78 84 90 88 (1) B (1) B (1) B (1) B (1) 8 155 142 134 130 130 129 116 r 107 102 100 115 100 91 85 82 130 09 130 130 99 94 81 _ 73 , 68 , 84 62 82 67 58 51 47 44 42 41 58 49 44 ' 40 37 50 43 36 , 34 32 38 h 32 29 28 ' 24 ' 32 27 , 24 , 22 , 20 30 25 22 20 18 22 _ 18 17 24 20 17 16 - 21 41 34 28 20 (1) 130 99 80 62 41 34 28 20 180 (2) A (2) B (1) B 130 99 80 62 41 34 28 20 17 1? 16 16 16 15 15 19 16 - 18 • • • • • • •• • JIYZES 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. .3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4 "} OR 1/4" SS4 CRETE -FLEX, EMBED. (1 3/4 8. 112 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET J. •.•• •4 • • • • • • • • TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS ft-fir -... •/06 Vivo . ifiS Slit 1070 OZCH oLGGY OR IIIQK a 34278 P.G. BGK 1529 man. a 34274 1" HEAVY WALL, Tak ALUMINUM TUBE PRESSURE CHARTS 1 & 2 CLIPPED MULLION MULLS 1 NTS Shag boring No. 5 N 7 6221 RAC 0 (CHART 3. -1 x2.75x.650 QTY. & TYP. ANCHOR CUP TO OPENING OPENING WIDTH IN INCHES 70 90 100 —110 120 130 160 (2) A (4) B (3) 8 ((42) B (3) B 4) B (3) B (�4) B (3) B 4 }B (3)8 4)B (3) B (4 }B (3) 8 4 }B (3)8 4jB (3)8 (4) 8 (3) B CUP TO MULL IN (2)B (2)B (2) B (2)B (2)B (2)8 (2)B 42 48 50.628 54 60 63 66 72 76 78 84 90 98 108 111 170 170 170 170 170 170 170 170 170 160 170 148 169 141 (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B • 170 170 170 170 l 170 170 170 170 170 170 170 161 138 158 137 157 137 167 137 157 137 157 (2) B (2)8 170 157 Z41 174' tCIT; 58• t lie 170 • 148 125 143 123 141 123 141 123 141 123 141 162 170 135 155 " 124 142 116 188 170 148 169 136 158 129 133 152 117 134 108 122 99 125 143 " 110 128 99 114 92 133 112 128 109 125 108 124 108 124 108 124 137 123 108 • 113 94 107 90 403 88 101 88 100 88 100 105 87 99 95 81 93 80 - 91 80 91 88 80 118 135 103 118 93 107 86 106 108 92 92 81 81 73 81 90 77 85 75 82 73 80 73 79 73 67 87 63 63 80 60 58 88 66 68 73 56 91 91 77 77 88 68 61 84 84 71 71 83 83 56 81 58 56 62 52 49 49 " 47 47 46 48 45 66 51 51 48 48 45 45 43 43 42 42 40 67 67 57 57 50 50 44 40 40 37 37 35 35 33 33 32 32 30 54 48 40 40 36 38 32 32 30 30 28 28 26 26 26 25 23 44 44 38 38 33 33 29 29 26 28 24 24 — 23 23 21 21 20 20 18 23 ;8 31 31 28 28 23 20 20 18 18 . 17 17 15 15 P• 29 24 24 21 21 18 18 17 17 15 16 - Vertical Mull Width Mud Length 1 Horizontal Mull tzgr mutt Length Multiple Mulled Units •••• • • • •••• • • • ••• • • • • • •• •• •• • • • • •• • • • • • • • • • •• • • •• ••• • • • • •• • • •• • • • • • •••• • • • ••• • • • it .dam 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS CONSIDER ONLY TWO ADJACENT UNITS AT A 77ME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4° TAPCONS, EMBED. (1 1/4 °) OR 1/4° 554 CRETE—FLEX, EMBED. (1 3/4 °} 8. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED say WITH PGT INDUSTRIES PRODUCTS Robot L 2 P.E. PE 13971 SUuthwat Rylk Ora• est P.J.P. rlicva6 D °& Tim SW 3/06 RED 4,19/00 1° HEAVY WALL, PRESSURE CHART 3 1070 TECHNOLOOY FL .14274 P.O. sax rssa WOOS. FL .14274 ALUMINUM TUBE CLIPPED MULLION r suer Driving No. MULLS 1 NTS !Stage 6 of 7 6221 `CHART 4. - 7x4x.375 QTY. & TYP. ANCHOR 60 OPENING WIDTH IN INCHES so 10 110 120 .130 ' 160 - CUP TO (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2)/N 1A ((2).A (3) A OPENING (4) B (8) B (4) 8 (8) B (4) 13 (6) B (4) 13 (6) 13 (4) B (6) B (4) 13 (6) 8 (4) 13 (8) B (4) 13 (6) 13 (4) B' (6) B (4) B (6) B CLIP MULI.,A (5) B (5) B (5) B (5) B (5) B (5) B (5) 13 (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B '�B. ' (8) 8 (51B • (5) B . 42\ 170 170 48 170 170 .828 170 54 170 80 170 63 170 170 66 170 170 72- 76 144 .170 78 140 170 84 128 138 90 112 96 92 108 111 144 27 27 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 ► 170 170 165 84 59 170 170 170 170 1' 134 12$ 121 111 170 180 148 117 170 170 154 144 135 120 112 108 170 170" 170' 170 98 165 140 129 102 170 169 143 133 125 110 102 9�9 ' 90 170 170 170 in 170 138 170 170 148 126 116 92 128 103 92 112 96 95 82 82 74 74 92 78 78 87 67 _ 80 60 64 54 64 47 47 42 42 37 37 50 - 50 43 ' 43 38 ' 38 ' 34 34 170 170 T 170 170 170 170 158 170 167 170 170 131 170 128 170 170 1 138 116 108 121 170 112 98 127 90 108 y87 99 !/ 77 117 189 108 1 94 )20 86 102 83 93 73 73 170 170 170 170 157 170 167 170 127 _ 170 127 116 168 116 1 ' 145 105 91 115 89 83 98 81 80 89 78 83 69 69 86 87 87 62 62 68 58 64 54 62 50 " 6T0 47 47 44 44 42 83 22 22 19 19 34 170 165 112 170 167 127 118 1'-. 88 1 95 87 66 62 42 79 76 62 r 34 32 31 32 31 28 17 17 15 '15 29 30 48 38 30 28 28 25 111 93 • 62 s 48 • 27 27 1 26 26 23 Vertical Mull Horizontal Mull Multiple Mulled Units �Muli Length \Ong Width Null '--Length-1 84 38 25 23 • • • • •• • • •.•• • •••• • • • •• • • • • • • •• • •••• • • •••• ••• • • • •• • • • • • •• • • • • • •• •••• • • • •• • • •••• • • ••. • • • • • • • • • • 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4' TAPCONS, EMBED. (1 1/4°) OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED NLY WITH POT INDUSTRIES PRODUCTS ' kr 106 11ls strr /o5 ca=r ooscra P.JP 4 8J00 ete Ca*, P.E. PL j3 712 Structural ra �a ORME RO. BOX 1829 WORM FL 34274 1" HEAVY ALUMINUM WALL, PRESSURE CHART 4 TUBE CLIPPED MULLION MULLS NTS 17 OF 7 Orarlau 6221 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • ••• • • • BUILDING CODE COMPLIANCE. Fr(g (BCCO) ;� PRODUCT CONTROL DIVISION: : • • • • • • • • • • • • • ••• • NOTICE OF ACCEPTANCE (NOA) • • •• •• • • • MIAMI -DADE COUNTY, FLORIDA • • • METRO -DADE FLAGLER BUILDING • • • • �•' 140 WEST FLAGLER STREET, SUITE 1603 • • • • MIAMI, FLORIDA 33130 -1563 • • (305) 375 -2901 FAX (305) 375 -2908 buildingcodeonline.com •• •� E.S. Windows, Inc. • 5220 N.W. 72 °d Ave. Bay #4 Miami, FL 33166 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series 2000 Aluminum Horizontal Sliding Window - Impact APPROVAL DOCUMENT: Drawing No. W03-75 Rev B, titled "Series -2000 Alum Horiz. Sliding WDW. (L.M.I.) ", sheets 1 through 5 of 5, prepared by Al Farooq Corporation, dated 08/27/03 and last revised on May 12, 2006, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 # 03- 0910.02 consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. • • • •• • • • • ••• •• JUL 2.6 2001 Li NOA No 06- 0316.05 Expiration Date: November 06, 2008 Approval Date: June 30, 2006 Page 1 • . ••. • E.S. Windows, Inc. • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • . • NOTICE'OF'Ar EPTANCE EVIDENCE SUBMITTED A. DRAWINGS (trap§ farad frfltp f '# 09t)2) 1. Manufactitren.aie $rawmns,and ieeti ns. 2. Drawing I e'*03- 75'R•ev B, title. "Series -2000 Alum Horiz. Sliding WDW. (L.M.I.) ", sheets 1 through 5 of 5, prepared by Al Farooq Corporation, dated 08/27/03 and.l st :e yi �Ld err Mal 12 2006, signed and sealed by Dr. Humayoun Farooq, P.E. • B. TESTS (transferred from file # 03- 0910.02) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Reports No. FTL- 3809 (03078), dated 06/16/03 and FTL -3804 (03077) dated 05/15/03, both signed and sealed by Joseph Chan, P.E. (Note the test report # FTL -3804 has been revised & reissued by Fenestration Testing Laboratory dated July 16, 2006, signed and sealed by Joseph Chan, P. E.) C. CALCULATIONS 1. Anchor verification calculations complying w/ FBC 2004, prepared by Al Farooq Corporation, dated 05/12/06, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Anchor Calculations and structural analysis, prepared by Al Farooq Corporation, dated 09/06/03, with revision date 9/25/03, signed and sealed by Humayoun Farooq, P.E. (transferred from file # 03- 0910.02) D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to E.I. Dupont DeNemours for "Sentry Glass (R.) Plus ", expiring on 01/14/07. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. Dupont DeNemours for "Dupont Butacite ® PVB ", expiring on 12/11/10. E. QUALITY ASSURRANCE 1. Miami -Dade County Building Code Compliance Office F. STATEMENTS 1. Statement letter of conformance to FBC 2004, issued by Al- Farooq Corporation dated March 27, 2006, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Laboratory compliance letters part of above test reports. 3. Addendum letter dated 05 -08 -06 issued by G. OTHER 1. This NOA revises # 03- 0910.02, expiring November 06, 2008. 2. Test proposals # 02 -0929 dtd Jan 09, 2003 & 02/21/06 approved by BCCO. E -1 \,54.01 • Ishaq I. Chanda, P.E. Product Control Examiner NOA No 06- 0316.05 Expiration Date: November 06, 2008 Approval Date: November 06, 2003 1/8° ANN. GLASS .090° INTERLAYER 'DUPONT SENRZYGLAS PLUS' SILICONE DOW CORNING 795 GLASS TYPE 'A' 1/8' ANN. GLASS .090' INTERLAYER ' DUPONT BUTACITE PVB' 1/8' ANN. GLASS z SILICONE DOW CORNING 795 GLASS TYPE 'B' 3/16' ANN. GLASS .090' INTERLAYER ' DUPONT SENTRYGLAS PLUS' 3/16' ANN. GLASS SILICONE DOW CORNING 795 GLASS TYPE 'C' 1/8' HEAT STREN'D. GLASS .090' INTERLAYER 'DUPONT S(NTRYGLAS PLUS' 1/8' HEAT STREN'D. GLASS SILICONE DOW CORNING 795 GLASS TYPE 'Al' 1/8' HEAT STREN'D. GLASS .090' INTERLAYER 'DUPONT BUTACITE PVB' 1/8° HEAT STREN'D. GLASS SILICONE DOW CORNING 795 GLASS TYPE B1' 6' MAX. TYP. HEAD /SILL CORNERS 108' .......... WINDOW WIDTH FALSE MUNTINS (SURFACE APPUED) 12° MAY BE USED 0 I.4AX. I l l l l 1 l l 11 II __31.----4. -- Ir II II ___ II ===4p1 II II II - -ft Y II It - - -T ) It It II It = == /� II u u II == =�F = == II II II -u-- = -rc -- II II II It II -- - - -u- ^- TI- - - -R- II II II II = = =9 -34' I °_ II // I'I�■O I '1 uM = II II == �F = = =�1� II It li II II II -- ll----U'^ -- r-- - -rr- it II I I J " II II II II - u - - - -u- - -n -- II II II II II A II = = =�t A = == II • It Il <1u - II U == TF===iF = == II II II II II II --�----U-- -- n - - - -rc- it l I I • • I . • .• • . TYPICAL ELEVATION TESTED UNIT SERIES -2000 ALUM HORIZ. SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. APPROVAL APPIJES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING APPROVED MUWONS. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2D04 EDITION (REV. 2005) FOR HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. eeeeee • • • • • • • • • • •• • • •••• • • •••• ••• • • • •• jallener IMO =re thtigerik ibikmbs ®rer 8 I�aol Pte c III LAMINATED GLASS LARGE MISSILE IMPACT J CD 0 N 0 41 U, to a I tr • 1. ••4 t• • •••q • to ••••• ▪ • • • (/U Q (•n U1N C 0 C a U N 0 0 C n I 8 E a B I drawing no. W03 -75 sheet 1 of 5 DESIGN LOAD CAPACITY - PSF (XOX S ZES) WINDOW DIMS. A GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'A1' GLASS TYPE 'B1' GLASS TYPE 'C' WIDTH HEIGHT EXT.( +) NT.( -) EXL( +) INT.( -) EXr.( +) INT.( -) 74' 108 -1/4' 26° (3) 7 70.0 80.0 70.0 90.0 70.0 90.0 9 70.0 80.0 70.0 90.0 70.0 90.0 74° 106 -1/4' 38 -3/8' (3) 7 70.0 80.0 70.0 90.0 70.0 90.0 9 70.0 80.0 70.0 90.0 70.0 90.0 74" 106 -1/4' 50 -5/8" (4) 7 70.0 80.0 70.0 90.0 70.0 90.0 9 70.0 74.4 70.0 90.0 70.0 90.0 74° 6(S3)' 7 45.4 49.9 70.0 79.4 70.0 90.0 72' 84" 96" 108' 24° (2) 6 70.0 80.0 70.0 90.0 70.0 90.0 7 70.0 80.0 70.0 90.0 70.0 90,0 8 70.0 80.0 70.0 90.0 70.0 90.0 9 70.0 80.0 70.0 90.0 70.0 90.0 72' 84' 96' 108' 38" (3) 8 70.0 80.0 70.0 90.0 70.0 90.0 7 70.0 80.0 70.0 90.0 70.0 90.0 8 70.0 80.0 70.0 90.0 70.0 90.0 9 70.0 80.0 70.0 90.0 70.0 90.0 72' 84' 96' 108' 48' (4) 6 70.0 80.0 70.0 90.0 70.0 90.0 7 70.0 80.0 70.0 90.0 70.0 90.0 8 70.0 80.0 70.0 90.0 70.0 90.0 9 70.0 80.0 70.0 90.0 70.0 90.0 72" 84' 98" 108' 60" (5) 6 54.2 57.1 70.0 90.0 70.0 90.0 7 47.6 54.4 70.0 90.0 70.0 85.5 8 - - 70.0 85.9 70.0 83.4 9 - - 70.0 80.0 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL () = NO. OF ANCHORS PER JAMB (1/3W) i 4 (1/3w) i (1/3W) 6 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH DESIGN LOAD CAPACITY - PSF (XOX SIZES) W NDOW DIMS. A GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'Al' GLASS TYPE '131' GLASS TYPE 'C' WIDTH HEIGHT EXL(+) INT.(-) EXL( +) INT.( -) EXL( +) INT.( -) 74" 108 -1/4" 26° (3) 7 70.0 80.0 70.0 90.0 70.0 90.0 9 70.0 80.0 70.0 90.0 70.0 90.0 74" 106 -1/4' 38 -3/8' (3) 7 70.0 80.0 70.0 90.0 70.0 90.0 9 - - 70.0 90.0 70.0 90.0 74' ? 8' 7 - - 70.0 90.0 70.0 90.0 72° 84" 96' 108° 24" (2) 6 70.0 80.0 70.0 90.0 70.0 90.0 7 70.0 80.0 70.0 90.0 70.0 90.0 8 70.0 80.0 70.0 90.0 70.0 90.0 9 70.0 80.0 70.0 90.0 70.0 90.0 72' 84° 96' 108" 36' (3) 8 70.0 80.0 70.0 90.0 70.0 90.0 7 70.0 80.0 70.0 90.0 70.0 90.0 8 70.0 80.0 70.0 90.0 70.0 90.0 9 - - 70.0 90.0 70.0 90.0 72° 84' 48" (4) 8 70.0 80.0 70.0 90.0 70.0 90.0 7 - - 70.0 90.0 70.0 90.0 72' 60' (5) 8 - - 70.0 90.0 70.0 85.5 A = NO. OF ANCHORS PER HEAD & SILL () = NO. OF ANCHORS PER JAMB (1/4w) - (1/241') (1/4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) WINDOW DIMS. A GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'A1' GLASS TYPE 'B1' GLASS TYPE 'C' WIDTH HEIGHT EXL( +) INT.( -) r FXL( +) INT.( -) EXT.( +) INT.( -) 26 -1/2' 37' 53 -1/8' 74' 28" (3) 3 70.0 80.0 70.0 90.0 70.0 90.0 4 70.0 80.0 70.0 90.0 70.0 90.0 5 70.0 80.0 70.0 90.0 70.0 90.0 7 70.0 80.0 70.0 90.0 70.0 90.0 26 -1/2' 37' 53 -1/8' 74° 38 -3/8' (3) 3 70.0 80.0 70.0 90.0 70.0 90.0 4 70.0 80.0 70.0 90.0 70.0 90.0 5 70.0 80.0 70.0 90.0 70.0 90.0 7 70.0 80.0 70.0 90.0 70.0 90.0 26 -1/2" 37' 53 -1/8" 74" 50 -5/8' (4) 3 70.0 80.0 70.0 90.0 70.0 90.0 4 70.0 80.0 70.0 90.0 70.0 90.0 5 70.0 80.0 70.0 90.0 70.0 90.0 7 - - 70.0 90.0 70.0 90.0 26 -1/2' 37"' 53 -1/8' (5) 3 70.0 72.2 70.0 90.0 70.0 90.0 4 54.0 54.0 70.0 80.3 70.0 • •904) 5 42.8 48.7 70.0 81.1 70.0' •.7W.1• •.90.0 • 98.Q' • 90.0 24" 36' 48. 80' 72' 24 (2) 2 70.0 80.0 70.0 . 90i0 • 70.0 . 3 70.0 80.0 70.0 • 90.0 • 70.0 4 70.0 80.0 70.0 • • tr110. • 70.0 5 70.0 80.0 70.0 ''te0' • 70.0 90.0 10.0 • 6 70.0 80.0 70.0 . • 11040. 70.0 71,• 24" 38' 48" 60' 72' 2 70.0 80.0 70.0 •904• 70.0 • ed'.d' 3 70.0 80.0 70.0 • • 9DE • 70.0 +' • 4 4 70.0 80.0 70.0 a .901 • 70.0 • 10.0 • 5 70.0 80.0 70.0 ..991 • • 70.0 904 8 70.0 80.0 70.0 : 902 : 70.0 •90,9 • 24' 38" 48" 60° 72' t4) 2 70.0 80.0 70.0 . 90.0. 70.0 • • • 901 • 3 70.0 80.0 70.0 • ; 70.0 • .89.0 4 70.0 80.0 70.0 •90/ 90.0 70.0 90.1 /kg 5 70.0 80.0 70.0 90.0 70.0 90.0 6 70.0 80.0 70.0 90.0 70.0 90.0 24° 36' 48° 60° 72" t5) 2 70.0 80.0 70.0 90.0 70.0 90.0 3 62.4 62.4 70.0 90.0 70.0 90.0 4 54.2 57.1 70.0 90.0 70.0 90.0 5 45.1 51.5 70.0 89.6 70.0 84.4 8 - - 70.0 80.0 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL () = NO. OF ANCHORS PER JAMB 120141CT MOO as wilih What A ▪ Ne©t- 00,95- IIBYM•A/eJeG 2.08 4 NOTE GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) WITH REDUCTIONS FOR FLEXIBLE SUPPORTS TO COMPLY WITH SECTION 2403.2 OF FBC 2004 EDITION. ALL EXTERIOR( +) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH APPLIED RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXTERIOR( +) LOADS TO 53.3 PSF SEE SCT. 'B' ON SHEET 3 Engr: DR. HUMAYOUN FAROO1 STRUCTURES RA. iT 16557 - --'006 I 0 3 1 0 U z C U, N x x 1 • u,• • • • • • Q• • Q,on 44 .J.%' xsi N N v LI 0 n •N • LL g .o 0 8 0 E 3 I 4 drawing no. W03 -75 sheet 2 of 5 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCKS METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL : Fy = 38 KSI MIN. ALUMINUM : 6063 -T5 MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING W1 • "e TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVS. FOR SPACING MIAMI -DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS NOT BY E.S. WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" TAPCON$ INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY af14 SMS OR SELF DRILLING SCREWS INTO METAL STRUCTURES (1/8" MIN. THICKNESS) (1/4" MAX. SHIM SPACE) X10 SMS OR SELF DRIWNG SCREWS • • • • INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) • SEALANTS: •••. • • • 0000 ••• • • • •• • •• • FRAME AND VENT CORNERS AND INSTALLLTiO .CREWS ATSILL •• SEALED WITH WHITE /ALUMINUM COLORED •Su.pQI5E, *sloe • • • • • •• •• •• WEEPHOLES: • WI = 1- 13/16" X 1/4" WEEPHOLES AT:3" FRO; EACH EVIS "' • WITH PLASTIC BAFFLE • • limos W2 = 1/4" WEEPHOLE AT TOP & BOTTOAS Ile 1; FROM EA6H. END• • • STD. S(LL Engr: DR. HUMAYOUN STRUCWRES C' 404-12-200s-- r' PR®DUCTRUVf86i Code Muhl. Vf O° hN U o rk4 to 43 0 ) W.--� Q 0 r3 •N • •* . }••a • LL V1 Q �•� • Zei ow it • • N a O m a 0 a • V 8 s O 1 drawing no. W03 -75 • sheet 3 of 5 1/4' MAX.. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. VENT WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' SHIM 1111111111!. ITEM PART / QUANTITY DESCRD'ITON MATERIAL MANF. /SUPPLDER/REMARHS 1 ES1003 1 FRAME HEAD 8083 -T5 - 2 ES2001 -1 1 FRAME SILL 8083 -TB - 3 TSB 3-1 1 FRAME JAMB VENT 8083 -T5 - 4 ES2000 -1 1 FRAME JAMB FIXED 8083 -TB - 5 ES2000 -5-1 1/ VENT FIXED RAIL 8083 -T8 8 052000 4-1 1/ VENT VENT MEETING RAIL 8083 -T8 - 7 052000 -7 -1 2/ VENT TOP AND BOTTOM RAIL 6083 -T5 - 8 E52000.8 -1 1/ VENT JAMB STILE 8083-T5 - 9 E52000 -8-1 AS READ. GLAZING BEAD 8083 -15 - 10 ES2002 -1 1 SILL TRACK INSERT 8083 -T5 - 11 052011 AS RTEQD. SILL RISER 8083-15 - 12 E51009 2/ VENT VENT LATCH 8083 -T8 AT 8' FROM ENDS 13 ES1012 1/ LATCH VENT LATCH SPRING ST. STEEL - 14 - AS REOD. FOAM FILLED FABRIC WSTRIPPING - SCHLEGEL. 15 #8 X 1' AS REM FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 18 #8 X 3' 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS 17 43820 -187 AS REM VENT & FIX. RAIL W'SNBPPING - AMESBURY OR EQUIV. 18 43828 -187 AS R EID. FRAME JAMB WSTROPPING - AMESBURY CR EgUi1• • 18 WPHL -100 2 BAFFLE - U & M PLAST ~ 20 #8 X 3/8' 2/ BAFFLE BAFFLE SCREW . • P.IM SMS 21 ES101O AS RECO. GLAZING GASKET SOFT Fte - 4) • • • • • 22 ES2007 4/ VENT ROLLER HOUSING & GUIDE PWTe • • S • •• 23 052008 2/ VENT ROLLER BRASSf411W WT.•-• • • 24 052005 2/ VENT ROLLER PIN ST. STEEL. •-• • • • a 25 - t/ W E E P OPEN CELL FOAM P A D • • .1i k 3/4'X13 LONGo • 28 - 1/ VENT 5/18. BOX SCREEN .a 4) •OnQNAL .... 27 051505 - FLUSH FRAME ADAPTER 6083 -T5 • OPTIbNAL • .. • • DADE COUNTY APPROVED MUWON �r SEE FOR �o SPACING • .... • • • • 004)0 • • • D.LO. 1BY WOOD BUCKS •• • •• • • • •• EXTERIOR WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING XO LAYOUT OX OPPOSITE 111111111111 IIIMMIMMEMMEMIUMUM VENT WIDTH 1/4' SHIM 1/4' SHIM VENT WIDTH 1111111119@ IIIII11111� 4. BY ; •.NOOD BUCKS SCREEN OPT ----' TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR WINDOW WIDTH XOX LAYOUT NOWT SWIM Asilossce i-0 lisOhitio. Date 702 Mb. 0 m Z to I o O E a41 O yu � z - z CC pad How N M zd a 0 U ,-z V 6 2 V 2.$ B pn 9 I yQO_ 4 drawing no. W03 -75 sheet 4 of 5 0 FRAME HEAD O2 FRAME SILL 2.375 S00 VENT TOP /BOTTOM RAIL .837 .803 II 062 00 GLAZING BEAD .543 �I .250 2t BULB VINYL ® JAMB STILE 0 VENT LATCH O MEETING RAIL 8 108-1MR am L098 SILL TRACK ® FIXED MTG. RAIL FLUSH FRAME ADAPTER tt SILL RISER VENT TOP /BOTTOM CORNER$ FIXED MTG. RAIL CORNER I N U v cc, B R 8 m • I drawing no. W03 -75 sheet 5 of 5 • •, • ••• • • •' • ••• k r X51 3 •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • •: • • • • • • • • • • ••s • • • • •• • • • • ' • • • • �� J(� 140 WEST FLAMER STREET, SUITE 1603 BUILDING CODE C�IPLI$RCB 0F�'I� (BF •�i; �, ., , � MIAMI, FLORIDA 33130 -1563 • • • • • - • " • • _ ° ° ° ° (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA 1UL 8 F�tJH/ METRO -DADE FLAGLER BUILDING . • • • f• ••• •• • • • • • • • • • • • • • Florida Window Systei s • • 7040 NW 77 Terrace• • • • • • ' • • • • • • Medley, FL 33166 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 AEI 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Aluminum Casement Window APPROVAL DOCUMENT: Drawing No. W03 -36, titled "Aluminum Casement Window (Impact) ", sheets 1 through 5 of 5, prepared by Al Farooq Corporation, dated 5/28/03, with revision date 8/26/03, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03- 0612.04 Expiration Date: September 18, 2008 Approval Date: September 18, 2003 Page 1 • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• Florida Window Systems • •••. • •• • ••• :lip t 10E (2F ACCE iCE: EVIDENCE SUBMITTED • • • • : • • (for File•OlyLY. Not part of NOA) A. DRAWINGS: • • • • • 4, • • 1. Maiu fa lutefs Cid diawin s and sections. 2. Dra4iiug X03+- S6,•titied. "Aluminum Casement Window (Impact) ", sheets 1 through 5 of 5, prepared by Al Farooq Corporation, dated 5/28/03, signed and sealed by Hnmayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -03 -1312 dated 4/17/03, signed and sealed by Rafael Droz, P.E. 2. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1752 dated 12/3/02, signed and sealed by Rafael Droz, P.E. 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 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1230 dated 6/23/02, signed and sealed by Rafael Droz, P.E. 4. 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 casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1751 dated 12/3/02, signed and sealed by Rafael Droz, P.E. 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 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1235 dated 7/3/02, signed and sealed by Rafael Droz, P.E. E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 0612.04 Expiration Date: September 18, 2008 Approval Date: September 18, 2003 • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • • ••• Florida Window Systems NOICE Q ' IticeEi 1 E: EVIDENCE SUBMITTED : : • . (rior Fire• OVLY. Not part of NOA) Te&t •repgrt§ on p Ave Missile Impact Test per FBC, TAS 201 -94 • "' • • 2)1C lic Wind Pressure Loading per FBC, TAS 203 -94 along with h. market -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1703 dated 7/9/02, signed and sealed by Rafael Droz, P.E. 7. 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 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -12344 dated 7/3/02, signed and sealed by Rafael Droz, P.E. 8. 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 casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1702 dated 7/8/02, signed and sealed by Rafael Droz, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM E1300 -97 and structural analysis, by Al Farooq Corporation, dated 5/28/03, signed and sealed by Humayoun Farooq, P.E. D. MATERIAL CERTW'ICATIONS 1. Notice of Acceptance No. 00.0524.06 issued to Glasslam NGI, Inc. for "Safety - Plus Laminated Glass" dated 9/21/00, expiring on 9/9/03. 2. Notice of Acceptance No. 01- 0205.02issued to Solutia, Inc. for "Saflex/Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. E. STATEMENTS 1. Statement letter of conformance, dated 5/27/03, signed and sealed by IJumayoun Farooq, P.E. 2. Statement letter of no financial interest, dated 5/27/03, signed and sealed by Humayoun Farooq, P.E. F. OT1ii R 1. Letter from the consultant sating that the product is in compliance with the Florida Building Code (FBC) E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 0612.04 Expiration Date: September 18, 2008 Approval Date: September 18, 2003 1 OR 2 ANCHORS AT EACH SIDE OF IMPOST SEE CHART ON SHEET 2 SURFACE APPLIED FALSE MUNTINS- OPTIONAL LOCATION OF EXTRA ANCHORS SILICONE DOW CORNING 995 GE 4000 1/8" ANN. GLASS .080" INTERLAYER GLASSIAM SAFETY —PLUS .010' PET FILM .060" INTERLAYER GLASSIAM SAFETY —PLUS 1 /8" ANN. GLASS SILICONE DOW CORNING 995 GE 4000 30 15/18" 13 1/2" MAX. HEAD /SILL 8�. 2 1/2' 30 15/16" D.L OPG. 35 7/5" VENT WIDTH 74" D.L OPG. 35 7/8" VENT WIDTH GLASS TYPE 'Al' WINDOW WIDTH SILICONE TREMCO TREMGLAZE S -500 1/8" ANN. GLASS .090" INTERLAYER SPFLEX /KEEPSAFE MAXIMUM 1/8' ANN. GLASS SILICONE TREMCO TREMGLAZE S -500 5" MAX. TYP. HEAD /SILL CORNERS NI 5" MAX. TYP. HEAD /SILL CORNERS SILICONE DOW CORNING 995 GE 4000 1 /8" HEAT S1REN'D. GLASS .060" INTERLAYER GLASSIAM SAFETY —PLUS .010" PET FILM .080" INTERLAYER GLASSLAM SAFETY —PLUS 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 995 GE 4000 GLASS TYPE 'A2' GLASS TYPE 'B1' GLAZING OPTIONS •••• • • • • • •••• • • • •• • ••• • • • • • ALUMINUM CASEMENT WINDOW (PACT} • • • • • DESIGN LOAD RATING FOR THESE WINDOWS 'I BE AS PER • • CHARTS SHOWN ON SHEET 2. •••• • • • • • • WINDOWS GLAZED WITH LAMINATED GL R7i1 D FOR LARD MISSILE IMPACT AND DO NOT REQUIRC SMtIZTEIS. • • APPROVAL APPUES TO SINGLE VENT '1ND0 OR DUAL VENT WINDOWS USING INTEGRAL* IMPOST. • •••• THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 -88. ASCE 7 -93, ASCE 7 -95 OR ASCE 7 -98 AS REQUIRED BY PREVAIUNG BUILDING CODE WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHOR 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 STEEL. IN CONTACT WITH ALUMINUM TO BE PAINTED WITH A HEAVY BODIED BITUMINOUS PAINT OR BE GALVANIZED. Engr D �YUN FARM FAR FLA. CAE18597 N £OOZ L Z 911v • • • • • _ • t N•• nQ ••• dog 1. m � �FM E drawing no. W03 -36 (sheet 1 of 5 DESIGN LOAD CAPACITY - PSF FOR (X ) SIZES WINDOW DIN. GLASS TYPES 'Al' & 'A2' GLASS TYPE 'HI' WIDTH HEGHT EXT. ( +) 1M. ( -) ER. ( +) 1NT. ( -) 19 -1/8' WIDTH 55.0 55.0 75.0 80.0 28 -1/2° 28' 55.0 58.0 75.0 80.0 37' (3) 55.0 55.0 75.0 80.0 19 -1/8' 75.0 55.0 55.0 75.0 80.0 26 -1/2° 38 -3/8' 55.0 55.0 75.0 80.0 37' (4) 55.0 55.0 75.0 80.0 19 -1/8' 55.0 55.0 55.0 75.0 60.0 26 -1/2" 50 -5/8' 55.0 55.0 75.0 80.0 37' (5) 55.0 55.0 75.0 80.0 19 -1/8' 55.0 48.5 45.5 75.0 80.0 26 -1/2" 83' 34.0 34.0 75.0 80.0 37' (5) - - 75.0 80.0 19 -1/8' 74 -1/4° 27.5 27.5 75.0 80.0 26 -1/2' (6) - - 86.8 86.8 18° 75.0 55.0 55.0 75.0 80.0 24' 24' 55.0 55.0 75.0 80.0 30' (3) 55.0 55.0 78.0 80.0 36' • • 1• • 55.0 58.0 75.0 80.0 18° 75.0 55.0 55.0 75.0 80.0 24' 55.0 55.0 55.0 75.0 80.0 30' (3) 55.0 55.0 75.0 80.0 38" 75.0 55.0 55.0 75.0 80.0 18° 65.8 55.0 55.0 75.0 80.0 24" 48' 55.0 55.0 75.0 80.0 30' (4) 55.0 55.0 75.0 80.0 38' 75.0 55.0 55.0 75.0 80.0 18' 28.4 55.0 55.0 75.0 80.0 24' 60' 43.2 43.2 75.0 80.0 30' (5) 35.9 35.9 75.0 80.0 36' 55.0 - - 75.0 80.0 18' : 751)• • 32.0 32.0 75.0 80.0 24' 72° 24.5 24.5 75.0 80.0 30" (8) - - 66.0 88.0 0 - NO. OF ANCHORS PER JAMB DESIGN LOAD CAPACITY - PSF FOR (XX) SL".ES 1DVD0N DIMS. UNREINFORCED CENTER POST REINFORCED CENTER POST 1 ANCHOR AT EACH SIDE OF IMPOST 1 ANCHOR AT EACH SIDE OF IMPOST 2 ANCHOR AT EACH SIDE OF IMPOST GLASS TYPES 'AI' & 'AE' GLASS TYPE '81' GLASS TYPE 'B1' GLASS TYPE 'Be WIDTH HEIGHT EXT. (+) 1NT. (-) ER. ( +) 1NT. (-) Eff. (+) 1NT. ( -) EC. ( +) 1NT. ( -) 28 -1/2' 37° 53 -1/8' 74° Y8' (3) 55.0 55.0 75.0 80.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 75.0 80.0 28 -1/2" 37" 53-1/8° 74° 38 -3/8° (4) 55.0 58.0 75.0 80.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 75.0 are • -I 28 -1/2" 37" 53 -1/8" 74" 50.5/8" (5) 55.0 55.0 75.0 80.0 75.0 80.0 : 75.P. • 8tt0• • • 55.0 55.0 78.0 850 76.0 80.0 •'5.0 • te0• • 4 55.0 55.0 75.0 80.0 75.0 850 • • 1• • 80.0 • • 54.7 54.7 73.1 73.1 75.0 80.0 • • i5IO• • 80.0 • 28 -1/2° 37' 53 -1/8' 74" 83" (5) 55.0 55.0 75.0 80.0 75.0 80.0 • i5i1• 460 • 47.0 .47.0 75.0 80.0 75.0 80.0 ••i5 .• 0 ••• 34.0 34.0 65.8 85.8 75.0 50.0 • • No • 80• • • - - 52.8 52.8 87.5 87.5 • . T8.14 • %O. • 28 -1/2" 37' -1/8° 74-1/4 (6) 39.2 39.2 75.0 79.0 75.0 80.0 • • 0• • 80.0 • 28.4 28.4 57.2 57.2 75.0 80.0 • 7518 • 80.0 - - 40.9 40.9 88.7 86.7 • 88.7 • • •53 48.7 y 1 24° 36° 48° 60' 72° 24 55.0 55.0 75.0 80,0 75.0 80.0 : 751)• • 80To• • • 55.0 550 75.0 80.0 75.0 80.0 •75.0 • WD• • 55.0 55.0 75.0 80.0 75.0 80.0 75.0 80.0 •4 55.0 55.0 75.0 80.0 75.0 80.0 75.0 80.0 85.0 55.0 75.0 80.0 75.0 80.0 75.0 80.0 24' 38" . 48" 60' 72" 36' () 55.0 55.0 75.0 80.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 750 80.0 55.0 55.0 75.0 50.0 75.0 80.0 75.0 50.0 55.0 55.0 75.0 80.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 75.0 80.0 24' 36° 48° 60' 72' 48° () 55.0 55.0 75.0 800 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 75.0 80.0 24" 38" 48' 80' 72° 80° (5) 55.0 86.0 75.0 80.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 75.0 80.0 43.2 43.2 75.0 75.5 75.0 80.0 75.0 80.0 35.9 36.9 84.4 64.4 75.0 80.0 75.0 80.0 - - 57.5 57.5 73.5 73.5 75.0 80.0 24" 36° 48' 60' 72' (8) 47.4 47.4 75.0 80.0 75.0 80.0 78.0 80.0 32.0 32.0 64.5 B4.5 78.0 80.0 750 80.0 24.5 24.5 49.3 49.3 75.0 77.2 75.0 80.0 - - 40.5 40.5 85.0 85.0 68.0 88.0 SEE SHEET 1 FOR DESCRIPTION OF GLASS TYPES () - NO. OF ANCHORS PER JAM Maud Rae Engr: OR. HUMAYOUN'FPR000 STRUCTURES FLA. PE J 18557 C.A.N. A6 2 7 2003 � o� a a COI UCI 022 o 4.A4 0 . .. Cel • •` • z 8 Z • •••*0 �••••�ii drawing no. W03 -36 sheet 2 of 5 TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURES (STEEL OR ALUM. 1 /8" MIN. THICK) STEEL : Fy . 38 KSI MIN. ALUMINUM : 8083 -TB MIN. TYPICAL. ANCHORS SEE ELEV. FOR SPACING 2 BY WOOD BUCK WOOD BUCKS NOT BY FLORIDA WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING 3/16° TAPCON$ INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8° MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO MASONRY OR DIRECTLY INTO M4S 17Y 1-1/4° MIN. EMBED INTO CONC. OR MASONRY •••„• • • • 3/16° TEKS OR SELF DRIWNG SCREE • ••• • • • INTO METAL STRUCTURES (1/8" MIN, imps) • (1/4" MAX. SHIM SPACE) •••• • • • • • • • • ,#1 O SMS OR SELF DRIWNG SCREWS• • • • • • • INTO DADE COUNTY APPROVED MULLS "• i • •••• • (NO SHIM SPACE) •• • • •• • SEALANTS; • • • • •••: ALL FRAME AND VENT CORNERS AN INSIAWTION SCR!W5' • SEALED WITH CLEAR /ALUMINUM COLORE6 SEALANT. • • • • • Engr DR.HUMAYOUN FAROOG XC1_8887 '' 58 .'IJG272003 Zp g n a 04 U3 cv P8 o ha • fr.! z • • 1 drooling no. W03 -36 sheet 3 of 5 TYPICAL ANCHORS SEE ELEV. 1/2' X 5 /8° X 2° LONG ALUM BARS, 2/ VENT AT 8° FROM TOP & BOTTOM FASTENED W/ (2) #B X 1" FH SMS 1/4° SHIM MAX. SCREEN OPT. o' 7 . •p ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /BENAR88 1 FWS-009 4 FRAME 8083 -T8 - 2 FWS -011 4 VENT 8083 -18 - 3 FWS -010 1 CENTER POST 8083 -T8 - 4 FWG -008 AS REOD. GLAZING BEAD 8083 -18 - 9 - AS RECD. FRAME ASSEMBLY SCREWS ST. STEEL #10 X 3/4' PH SMS 9 - AS RED. VENT ASSEMBLY SCREWS ST. STEEL #10 X 1 -1/2° PH SMS 7 E102 AS RED. FRAME WEATHERSTRIPPING (.078 X .300) VINYL UL!RAFAB 8 5208 AS RE00. VENT WEATHERSTRIPPING (.187 X .350) VINYL ULTRAFAB 9 34,1300,100 2/ VENT 4 BAR HINOS, AT TOP AND BOTTOM STEEL TRUTH, ATTACHED W/ (B) #8 X 3/8" SS SMS 10 30088 2/ VENT LEVER TYPE FACE MOUNT LOCK 5TEE11. TRUTH, AT 12" FROM TOP AND BOTTOM 11 21087 2/ VENT LOCK KEEPERS, AT FRAME JAMB FACING LOCK STEEL ATTACHED W/ (2) Q10 X 3/8' SS SUS 12 40098 1 ROTO OPERATOR STEEL TRUTH, ATTACHED W/ (4) #8 X 3/8' SS 91AS 13 - - .097 THICK CORNER KEY ST. FEE. • • 1 -1/2' X 1 -1/2' X 1/2" • • a 14 - 2/ LOCK LOCK INSTALLATION SCREWS - , •••• #12 X 14" PH • 11 01111111 FIF-MIIMINII-NNA. 5. .1_ EXTERIOR O.L OPG. '• • P TYPICAL ANCHORS • v SEE ELEV. FOR SPACING DADE COUNTY APPR'D MULLION • SEE SEPARATE NOA • Vet Mos • • NI 474 SPACIN.•••• • • •• •• • •••• • • • •• • • • s • •••• • • • • •••• • • • •• • ••• • • • •• SINGLE VENT WINDOWS 18Y OR 2BY WOOD BUCK 1/2° X 5/8' X 2° LONG ALUM BARS. 2/ VENT AT 8° FROM TOP & BOTTOM FASTENED W/ (2) #8 X 1" FH SMS STEEL. REINFORCING SEE SHEET 2 FOR CAPACTDES (SLEEL TO BE PAWED NRH A HEAVE BODIED BDW@XfUS PAINT OR BE OALVNIQED) 1/4 SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING b Allay OM& Bete • ; /, 1,10A1 ZrAYie11101! D L OPG. D.4 OPG. EXTERIOR WINDOW WIDTH DUAL VENT WINDOWS drawing no. W03 -36 sheet 4 of 5 CORNER KEY ALUMINUM 1 -1/8' X 1 -1/8' X .08' INK. FRAME CORNER •••. • ••. • ..• . • •• • • • • • •• •••• • • • •• • • •••• • • •••• ••. • • • •. ALL FRAME AND VENT CORNERS TO BE SEALED WITH WHITE/ALUM COLORED SEALANT. •� • • • N•••• • CORNER KEY ALUMINUM .a30 As8 ass GLAZING BEAD VENT CORNER IMPOST CORNER M lame, /.1,116/tilirr-74.7tAriv ,aa Env OR.i U •FARQDQ sTRucTuRts C.A. REINFORCING CHANNEL 38 KS STEEL �IIG 9 7 9nm sheet 5 of 5 )