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WS-07-1853 (2)Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Project Address 1225 NE 101 Street Miami Shores Village, FL 33138- Owner Information JOHN R VAN BEEKUM Address Permit Permit NO. WS -8 -07 -1853 Permit Type: Windows /Shutters Work Classification: Window /Door Permit Status: APPROVED Issue Date: 915/2007 Expiration: 03/03/2008 Parcel Number 1132050250060 Block: Lot: 1225 NE 101 ST MIAMI SHORES FL 33138 -2608 Contractor(s) Phone COCONUT GROVE GLASS AND MIRK 305 - 634 -3420 CeII Phone Applicant JOHN R VAN BEEKUM Phone Valuation: Total Sq Feet: Type of Work: IMPACT WINDOWS No of Openings: 28 Additional Info: Classification: Residential seFitiLgi MIAMI SHORES VILLAGE Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $27.00 $8.60 $380.00 $30.00 $9.50 $455.10 Total Amt Paid $ 0.00 $ 0.00 $ 0.00 Payment Type: Cell $ 42,500.00 0 Available Inspections: Inspection Type: Window Door Attachment Final Shutter Attachment Final Shutters In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated September 05, 2007 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date Wednesday, September 5, 2007 1 SEP-86-2307 05: 25 _CgCONUT GROVE GLASS AMECORDED COPY MUST BE POSTED ON VII AB MI AT TOSS OP ROST INSPECTION WIT NO TAX Fouo NO. j i- 3.10f- 0 24: 0060 gE OF FLORIDA:* UNTY OF MIAMI-DADe E UNDERSIGNED hereby gwea MAW that Improvements will be made to canaln mal perty, and In anoordance with °hector 71e, Florida Statute% the following Information wovIdad In thls Nodes of Commencement. Legal description of property and sheet/aft', 305 634 3421 P.01,01 CFN 2007R0414391 OR Bk 25563 Ps 01661 (1A1) RECORDED 04/25/2)307 102456 HARVEY RUVIN, CLERK OF COURT MIAMI-DADE COUNTY, FLORIDA LAST PAGE Deeeripticin of Improvement Owner(s) name and addnses: terest In property: tme and address of fee simple titleholder: .41111Mril="1"141.5. Surety: (Payment bond required by owner fiam contractor, 11 any) ama and address: - mount of bond $ I,ander's name and address •••••••• Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as ,ovIded by Section 713.13(1)(47., Florida Statutes, ame and address: • In addition to himself, Owners designates the 1db:baring peniten(s) to recpivo a copy of the Uenorie Natio as provided Section 713.13(1)(b), Florida Statutes_ sme and addresse ■•04.1.••■•■•1" •••••■••••••• . Expiration date °litchis Noticeof Commencement (the expiration date Is 1 year from the date of recording unless a Ifferent date Is specified) Igna ofOwndr tint Owner's Name .wom to and su lotary. Public 'tint Notary's Name Ay commiselon expires: MI42 PAGE4 11104 -4610011) • ,on • • • : • ( : ■••■••■ ....■■■•■•713, pared by air 20. Address: 4(4,6' /at) 51/4041w, ad/o4- PUBUE-STin GIoriaCot DD448-1. Bonded TInv Mantic Bonding 57,77.11-: CP Fli:IRIDA. OF VADS - J 0,44,45te lex; NO.7 7, 111.77R:.:E1 L'ird ly 6-Ls Vj Vi; !Meg: I-IARVEY RU7 CLF".1 cii2w NY,* catla '"" By BUILDING PERMIT APPLICATION Master Permit No. FBC 2001 ��p U_.3oto,r- 0214060 Permit Type (circle): Building Electrical Plumbing Mechanical Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 � gCgIIVg Au6 31 407 BY..� .. Permit No. kt tivieeihetididIP /, Roofing Owner's Name (Fee Simple Titleholder) %A) . .?v BCCh�I Phone # /Y 7T— 2PP� Owner's Address / /off ► -.r / V. a /' / S/4 eel' City /i .S J/j°S State Zip 3373/ Tenant/Lessee Name Phone # Job Address (where the work is being done) /d Z /t%E /0/ S xcW--- City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name aT toiteC i iewvU Contractor's Address CC d ,V • CA) S it ewr City - fad -j / State Zip Phone # (ieriadi<W,C2 0 Zip .;d /■ Qualifier (//4/41 V /IlC S 4', Z-€) State Certificate or Registration No. Certificate of Competency No. / ?74 / ��' ,A Q Architect/Engineer's Name (if applicable) .ZlS 49il/GZ°/LS Phone #(��.� '3 /.�� $ Value of Work For this Permit 'Z .r7) 0 Type of Work: ['Addition [Alteration ❑New Describe Work: c - /GK, x, co /An*w D e� /A.i s / lM.(/(/ - e-A.! .f orv.Z s Square Footage Of Work: Repair/Replace ❑ Demolition * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 22' Submittal Fee $ Permit Fee $ a 25 ts Notary $ Training/Education Fee $ . (oO Scanning k Radon $ Zoning CCF $ 2:7 ,< CO /CC Technology Fee $ C) Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ A D5 " ( 0 (Continued on opposite side) Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for RI.F.CTRICAL 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 ent was acckknn Fledged before me thi 11' 067 by ‘p1/41igAt°10 The forego day of who is personally own to me or who has produced Contractor The for • ing instrument was acknowledged before r lme thi.,� day of �i r 20Q�, by l5 f t lit. Vlf/Aarie440 who is perso ' - y known tn.mP or who has produced identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOT Sign. Print: My Commission Expires: Gloria Coto Copmmisi`�� 1res: i' k , 2009 Bonded Thru Atlantic Bonding Co., Inc. / j OF FLORIDA Gloria Coto i& M #Oi 399 * ** Bonded Thru Atlantic JULY di12, o.,OInc.. * ************************ * * * * * **** * * * *** * * ** * *** * * * * * * ** * * * * ** ** ; * ** *fir ** * * * * * ** *** * * * * *** ** x ** * * * * * * *** *** APPLICATION APPROVED BY: Cho 05/13/03 Plans Examiner Engineer Zoning r (0:169464783 THIS INSTRUMENT WAS PREPARED BY: \41 ROBERT L. TRESCOTT P.A. 201 ALH!AMBRA CIRCLE, SUITE 711 CORAL GABLES, FL 33134 Property Appraiser's Parcel Identification No.: 11 -3205- 025 -0060 SPECIAL WARRANTY DEED MI AA 3 i 2Oo BY: 1 ti 1 f. . —E ,c i ( T 1'6 !t,::9 :Fr ?!= !• " /5b.�:u'� 51.Ai >. �t.i4t ; ..:,i'i•'?r ILFk,: Cis^[.. •_ nirir fl. THIS SPECIAL WARRANTY DEED, made this % % Grantor has good right and lawful authority to sell and convey said land, and hereby warrants the title to said land and will defend the same against the lawful claims of all persons claiming by, through, or under the said Grantor. ITT WITNESS WHEREOF, the Grants the day and year first above writte I HEREBY CERTIFY that on this /c ~ day of `J tp1•iEa..L u , 1995, before me, an officer duly qualified to take acknowledgments, appeared JOHN S. APPLETON, Personal Representative, personally known to me to be. thp•persof(s) described in or who produced r )< i ;/(slk a( ' rt Ere t-t c.(y as identification. (Printed Name) Notary Public State of Texps My Commission Expires: a /Jr • • ••. •• •• • • • • • • • • • • • • • • ••• • • • • • ••• • • • • • • ••• •• •• • • • • • • • • • • • • • ••• WINDO2 v2 -21 Detailed WWnel tUld. L ign (Njeltigd rper ASCE 7 -02 Analysis by: LANDERS • •C pmo erny • Ntrne: •• LT\NDERS Description: JOHN VAN BEEKUM 1225 N.E. 101 ST. MIAMI SHORES, FL. User In e ut Cata • • • Structure Type Buiidinp.... . Basic Wind Speed (V) 146• mpA t Struc Category (I, II, I11, or IV, II Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 3.0 :12 Slope of Roof (Theta) -_ 14.0 Dew Type of Roof Hipped Kd (Directonality Factor) 1 Eave Height (Eht) - 18.00 ft Ridge Height (RHt) 22.00 ft Mean Roof Height (Ht) 20.00 ft Width Perp. To Wind Dir (B) 28.00 ft Width Paral. To Wind Dir (L) 93.00 ft alculated Parameters Ty e of Structure Height/Least Horizontal Dim Flexible Structure 0.71 0 •• ••• • • • • • • • • • • lunportance Factor L 1 • • • • Hurricane Prone Region (V>100 mph) Table 6 -2 Values 9.500r zg 900.000 calculated P-aramet_ers Alpha = At = Bt = Bm = I= Epsilon = Zmin = 0.105 1.000 0.650 0.200 500.00 ft 0.200 15.00 ft FIq 6 -5 Internal Pressure Coefficients for Buildings, Gcpi Condition Open Buildings Partially Enclosed Buildings Enclosed Buildings Enclosed Buildings Max + 0.00 0.55 0.18 Gcpi Max - 0.00 -0.55 -0.18 Developed by Meca Enterprises, Inc. Co i I 0.18 -0.18 NDERS 8/13/2007 Page No. 1 of 2 j Gust Factor Category`I RI! id Structures - Simplified Method Gust1 For rigid structures (Nat Fred > 1 Hz) use 0 85 0.85 Gust Factor Category II: Rigid Structures - Complete Analysis Zm Zmin 15.00 ft lzm Cc * (33Iz) "0.167 0.2281 Lzm Q Gust2 I *(zm /33) ^Epsilon 427.06 ft (1 /(1+0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 0.9289 - 0.925 *( 1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm) 0.8876 Gust Factor summary G (Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.85 FIq 6 -5 Internal Pressure Coefficients for Buildings, Gcpi Condition Open Buildings Partially Enclosed Buildings Enclosed Buildings Enclosed Buildings Max + 0.00 0.55 0.18 Gcpi Max - 0.00 -0.55 -0.18 Developed by Meca Enterprises, Inc. Co i I 0.18 -0.18 NDERS 8/13/2007 Page No. 1 of 2 j • • •.• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • ••• WINDO2 v2 -21 Detailed Wegl b ad.D igt (M ,p141 per ASCE 7 -02 Figure 6-41« IxLernaI PrJssuae efficients, GCp Loads on Components and Cladding for Buildings wI Ht <= 60 ft 2.8 __> •• • • • •• ••• •• • • ••• • • • • •• • • • ' • • • • • • • • • • • • • • ••• • a= 3.00 ' ft Double Click on any data entry line to recei a Hipped Roof 7 < Theta < =27 Component Width (ft) Span (ft) Area (ftA2) Zone _ GCp Nind Press QIb /ft^2_ J Min Max T Min Max 1" 10 W14" 00 -1.10 58.07 i - 63.00 � -77.76 W1,W12,W & _ 10.00 16.00 5 4 - - 5 1.00 0.96 -1.40 58.07 56.30 , MARKS "W5 -1.06 -61.22 , - - -74.21 AND W6" 16.00 - 0.96 -- -_ -1.33 56.30 MARKS "W4,W8, 19.00 19.00 4 0.95 -1.05 55.65 -60.57 D1 AND D2" 5 0.95 1.30 55.65 72.91 MARK "W3" 26.00 4 0.93 -1.03 54.47 -59.39 -70.55 26.00 32.00 5 0.93 -1.25 54.47 MARK "W1" 4 0.91 -1.01 53.68 -58.60 32.00 5 0.91 -1.22 53.68 -68.98 nter Zone 1 through 5, or 1 H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2008 LANDERS 8/13/2007 ,01 Page No. 2 of 2 • • BUILDING CODE COMPLIANCE OFFICE (I PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NUN • • • • ....... Yale Ogren Windows and Doors, Inc. • • • 8130 NW 74th Avenue • • • • • • • MIAMI-DADE COUNTY, FLORIDA ': METRO -DADE FLAGLER BUILDING • • .240 WEST FLAGLER STREET, SUITE 1603 ' • MIAMI, FLORIDA 33130 -1563 • • (305) 375 -2901 FAX (305) 375 -2908 • www.buildineeadeonline.com 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 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 1400 Impact -View Alnjninum Casement Window -LMI APPROVAL DOCUMENT: Drawing No. W01 -52, titled "Series -1400 Aluminum Casement WDW. (LMI), sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, dated 08/08/01, and last revised on 11/07/06, signed and sealed by Dr. Humayoun Farooq, P. E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following. statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. 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 renews & revises NOA # 01- 0814.07 and consists of this page 1 and . evidence pages E -1 and'E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No 06- 1017.09 Expiration Date: October 25, 2011 Approval Date: December 7, 2006 Page 1 , • • ••. • • • ••. •• •• • • • • •• • • • • • • •• • • • • • • • • ••• • • • • • • • • Yale Ogron Windows and Doors, Inc. • • • ••• NOTICE O G•'�EpT•ANG+g• E SUBMITTED A. DRAWINGS (transferred from file #'01-1M2.03). • • 1. Manufacturer's parts and sections drawings. 2: Drawing No. W01- tqd .Scrim1`LOUAJnminum Casement WDW. (LMI), sheets 1 through 5 of 5, prd 32 1(-- afodcf Corporation, dated 08/08/01, and last revised on 11/07/06, signed andseal tyki. l■lnayoun Farooq, P. E. B. TESTS The original test conducted per PA 201, 202, 203 -94, now termed as TAS 201, TAS 202 & 203 -94: 1. Test reports on: 1) Air Infiltration Test, per SFBC, PA 202 -94. 2) Uniform Load Static Air Pressure Test, per SFBC, PA 202 -94. 3) Water Resistance Test, per SFBC, PA 202 -94. 4) Forced Entry Resistance Test, per AAMA 1302.5. 5) Large Missile Impact Test, per SFBC, PA 201 -94. 6) Cyclic Wind Pressure Loading Test, per SFBC, PA 203 -94. along with installation diagram of an XX configuration 76" wide by 76" high aluminum casement window glazed with 5/16" HS Safeflex; prepared by Fenestration Testing Laboratory report No. FTL- 01035(2954), dated July 10, 2001, signed and sealed by Luis Antonio Figueredo, P.E.(Revised marked -up drawing was submitted on September 26,2001) 2) Test reports on: 1) Large lylissile'Impact Test, per SFBC, PA 201 -94. 2) Uniform Load Static Air Pressure Test, per SFBC, PA 202 -94. 3) Cyclic Wind Pressure Loading. Test, per SFBC, PA 203 -94. along with installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory report No. FTL -3758, dated April 01, 2003, signed and sealed by Joseph Chan, P.E. 3. Test reports on: 1) Large Missile Impact Test, per SFBC, PA 201 -94. 2) Uniform Load Static Air Pressure Test, per SFBC, PA 202 -94. 3) Cyclic Wind Pressure Loading Test, per SFBC, PA 203 -94. • along with installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory report No. Y1'L-3762, dated June 10, 2003, signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Revised Anchor Verification Calculations, complying w/ IBC -2004, dated 11/07/06, prepared by Al- Farooq Corp., and signed and sealed by Dr. Humayoun Farooq, P.E. 2. Complies with ASTM E1300 -98/02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). • E -1 aims D. Gas n, P.E. Chief, Product Control Division NOA No 06- 1017.09 Expiration Date: October 25, 2011 Approval Date: December 7, 2006 • • ••• • • • .•• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • .•. • • • • • • • • • • • • • • • ••• • • • • ••• Yale Ogron Windows and Doors, Inc+ • • • • .• • • • • • NOTICE OF ACC +• ITAICEt • $VWENC S�T�BMITTED • ••• • • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance Na'¢6 -( i6.0= i isueda55oltztia, Inc. for "Saflex BIG Clear or Colored Interlayer ", expiring cl 5,C2 /12.? • • ; 2. Notice of Acceptance NoM3- 119x6.02, issuedtb'NBbula Glass International, Inc., for "Glasslam Safety -Plus Laminated Glass ", expiring on 09/09/08. 3. Notice of Acceptance No. 02- 1205.03, issued to Security Impact Glass Holding L.L. C., for "SAF -Glass Polycarbonate Laminate ", expiring on 12/16/07. 4. Notice of Acceptance No. 03- 117.05, issued to Surface Specialties, Inc. for. `Uvekol, a Laminate Glass Component ", expiring on 02/08/09. F. STATEMENTS 1. Statement letter of compliance w/ FBC -2004 dated 10/04/06, signed by Dr. Humayoun' Farooq, P.E. 2. Statement letter of compliance and of no financial interest, dated 10/04/06, signed and sealed by Dr. H»mayoun Farooq, P.E. G. OTHER 1. This NOA renews & revises NOA # 01- 0814.07, expiring on 10/25/06. E -2 Jaime D. ascon, P.E. Chief, Product Control Division NOA No 06- 1017.09 Expiration Date: October 25, 2011 Approval Date: December 7, 2006 • • ••• • • • ••• •. •• • • • .• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •.. • • • • ••• M1AMID • • MIAMI -DADE COUNTY, FLORIDA • • • • • • • • METRO -DADE FLAGLER BUILDING • •• • • • BUILDING CODE COMPLIANCE OFFICg (ICON) • • • • • • • • • • • PRODUCT CONTROL DIVISION • • • • • • • • • • • • • • • • • • NOTICE OF ACCEPTANCE Yale Ogron Windows & Doors 671 West 18 Street Hialeah, FL 33010 • 140 WEST PLAGLER STREET, SUITE 1603 • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • • • • • • • .• • • • • • ..• •• • 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 Ls 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: Impact View Aluminum Fixed Window APPROVAL DOCUMENT: Drawing No. W03 -39, titled " Impact View Aluminum Fixed Window ", sheets 1 through 4 of 4, prepared by manufacturer dated 06 -10-03 and last revised on 01- 23 -04, 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 and evidence pages El and E2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03- 0710.01 Expiration Date: March 04, 2009 Approval Date: March 04, 2004 Page 1 • . ... • • • ... .. .. • • • .. .. • • • • • • • • • • • . • • • • • • • • • ....... • ••• Yale Otrron Manufacturing Co.4Inc.. • .... ... .. • NOTICE OF ACCERTA116E ::EV7IZENFE SUBMITTED . • ... • • A. DRAWINGS .... .. •• 1. Manufacturer's die drawingsamd section.... '. 2. Drawing No. W03 -39. idtle `:Irn$act.V�,evZ blutnlieum Fixed Window ", sheets 1 through 4 of 4, prepared by manufacturer dated 06 -10 -03 and last revised on 01- 23 -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 per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3467, dated March 31, 2003, signed and sealed by Joseph Chan, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 . 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of aluminum fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3553, dated March 31,2003, signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300 -98, and structural analysis, prepared by Al- Farooq Corporation, dated 06- 10-03, signed and sealed by Humayoun Farooq, P.E. 2. Revised Calculations and structural analysis, prepared by Al- Farooq Corporation, dated 01- 23 -04, signed and sealed by Humayoun Farooq, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 0429.06 issued to UCB Chemical Corporation for "Uvekol, a Laminate Glass Component", expiring on 02/08/04. 2. Notice of Acceptance No. 01- 0205.02 issued to Solutia Inc, for "Saflex / Keepsafe Maximum ", expiring on 05/21/06. E. QUALITY ASSURANCE 1. Miami -Dade County Building Code Compliance Office E-1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03-0710.01 Expiration Date: March 04, 2009 Approval Date: March 04, 2004 • • ••• • • • ••• •• •• • 1 • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• Yale Myron Manufacturing Co., Inc. • . ••• • • ••• •••• ••• •• • • • • • • •. • • • • • • • NOTICE OFZACCgpTANfl : EVIDENCE SUBMITTED ••• • • F. STATEMENTS •• • • • •• ••• •• 1. Statement letter of coflforifici, Qaii 0 ' 40- 03,rsigned and sealed by Humayoun Farooq,P.E. •• • • • '•' • • ••• •• • 2. Statement letter of no financial interest, dated 06- 10 -03, signed & sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter, as part of the above referenced test reports, issued by Fenestration Testing Laboratory, Inc, FTL -3553, dated 04-09-03. 4. Laboratory compliance letter, as part of the above referenced test reports, issued by Fenestration Testing Laboratory, Inc, FTL -3467, dated 04-11 -03. G. OTHER 1. Letter from the consultant stating that the product is in compliance with Florida Building Code (PBC). E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03-0710.01 Expiration Date: March 04, 2009 Approval Date: March 04, 2004 MIAMI -DZE COUNTY • • •• •• • • • • • • • • • ••• • • • • ••• • • • • • ••• • • is • • • •• •• • • • • • • • • • •• • • • • • •• • • • ••• • • ••• • • • • •••• • • • • BUILDING CODE COMPLIANCE O CE'RCtO' • • • • • PRODUCT CONTROL DIVISION ' • ' •', • •; • •' • NOTICE OF ACCEPTANCE 4NOA) • • ••• 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.buildingcodeonline.com Yale Ogron Manufacturing Co., Int. • • • • • • 671 West 18 Street •• ' • • • Hialeah, FL 33010 •• • • • • • • • •• SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. ontrol 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 fs 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 1800 Outswing Aluminum French Door w/ Sidelites - Impact APPROVAL DOCUMENT: Drawing No.W01 -64, titled "Series 1800 Alum French Door w/ Sidelites", sheets 1 through 8 of 8, prepared by Al Farooq Corp., dated 9/17/01 and last revised on Jan 30, 2007, signed and sealed by Dr. Humayoun Farooq, 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: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the • manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 03- 0805.07 and consists of this page 1 and evidence pages B -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No 06- 1229.03 Expiration Date: January 03, 2012 Approval Date: February 21, 2007 Page 1 • ... • • •..•. .• .. • • • .. • Yale O on Manuf • • • NOTICE OF ACCEPTANCE • EVIDENCE SUBMITTED A. DRAWING6. Oiratisferred fin file J1o3' 0805.07) 1. Ma.4ul ctdser's di'e.dra+virigs arid. gections. 2. Dravving%To.W01. 6 titled "Serifs 1800 Alum French Door w/ Sidelites ", sheets 1 through 8 of 8, prepared by Al Farooq Corp., dated 9/17/01 and last revised on B. Jan 30 200= , gig4d n 1 Weed by Dr. Humayoun Farooq, P.E. TESTS Test re�brts*�o� 1 Ai�'Infifixation �7) 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 a aluminum French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -2682, dated 7/12/01, signed and sealed by Luis Figueredo, 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 french door w/3 -point lock, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3389, dated 6/25/02, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Anchor Calculations & comparative analysis, prepared by A1- Farooq Corporation, 2. dated 12/13/06, signed and sealed by Dr. Humayoun Farooq, P.E. Anchor Calculations & structural analysis, prepared by Al- Farooq Corporation, dated 8/28/01, signed and sealed by Dr. Humayoun Farooq, P.E.( # 03- 0805.07) 3. Glazing Complies with ASTM E- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 1205.03 issued to Security Impact Glass Holdings L.L.C. for "SAF GLAS ", expiring on 12/16/07. 2. Notice of Acceptance No. 03- 0916.02 issued to Nebula Glass International Inc. for "Glasslam Safety -Plus Laminated Glass ", expiring on 09/09/08. 3. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for "Saflex ", expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance & "No financial interest ", dated 12/13/06, signed and sealed by Dr.Humayoun Farooq, P.E. 2. Statement of laboratory compliance, as part of above referenced test reports. G. OTHER 1. This NOA revises & renews NOA # 03- 0805.07 expired on January 03, 2007. 2. Test proposal dated 01/13/05 approved by BCCO. ' �i�tui Ishaq C�hand P.E. Product Control Examiner NOA No 06- 1229.03 Expiration Date: January 03, 2012 Approval Date: February 21, 2007 E -1 • • ••• '• • • • •• •• • • • •• •• • • • • • • • • • • • • ••• • • • • • • • •• • • • ••• • • • • • MIAMI DADS • • • • • • • BUILDING CODE COMPLIANCE OFF • • • • PRODUCT CONTROL DIVISION • (�•iO) • • • NOTICE OF ACCEPTANC Yale Ogron Manufacturing Co., Inc. • • • • • • • 671 West 18 Street • Hialeah, FL 33010 • • • • ••• •• • • • • • • • • • • • • • • • • ••• • • ••• ••• •• •• •• • • • ••• •• 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 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: Aluminum Tube Mullion - Impact APPROVAL DOCUMENT: Drawing No.M95 -06A, titled "Aluminum Tube Mullions ", sheets 1 through 4 of 4, prepared by Al Farooq Corporation, dated 11/20/95, with revision on 07/25/06, signed and sealed by Hnmayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered .after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 02-0227.01 and, consists of this page 1 and evidence page E -1 and E2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon P.E. 1,0 zo o NOA No 06-0905.11 Expiration Date: December 28, 2011 Approval Date: November 09, 2006 Page 1 • ... • • • ... • • • ... • • • • • • • • • • .... • • • • ... Yale Ogron Manufacturing Com Inc.,, . • • ... • •... • .. • .. • • • • ... • NOTICE:0' MCEPJAICE: MitENCE SUBMITTED A. DRAWINGS •1. Manufacturer's cie tlawwngs ant *Oohs. 2. Drawing No.M95 44, aitfe l : "Mi um 'Die Mullions ", sheets 1 through 4 of 4, prepared by Al Parooq corporation, dated 11/20/95, with revision on 07/25/06, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum fixed windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test. Report No. FTL -3284, dated 02/01/02, signed and sealed by Luis Antonio Figueredo, 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 fixed windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No. Fri,-3284, dated 02/01/02, signed and sealed by Luis Antonio Figueredo, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 along with installation diagram of window prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1297, dated September 21, 1995 signed and sealed by Yarnil Gerardo Kuri, P.E. (Submitted under original approval #02- 0227.01) 4. Test reports on 1) Large Missile Impact Test per SFBC, PA 201 -94 2) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 along with marked -up drawings and installation diagram of 3 mulled fixed frame windows, 0-0 /0 configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3284, dated February 1, 2002, signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under original approval #02- 0227.01) C. CALCULATIONS 1. Revised Anchor Calculations, dated 07/17/06, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, F.E. D. MATERIAL CERTIFICATIONS 1. None E -1 Jaime D.Gasco ' P.E. Chief, Product Control Division NOA No 06- 0905.11 Expiration Date: December 28, 2011 Approval Date: November 09, 2006 • • ••• • • • • • • • •• • • • • • • • • • • • • ••• • • • • • • • • ••• • • Yale Ogron Manufacturing Co :, Inc., • • D. • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • STATEMENTS • • • • 1. Statement letters of compliance and no financial interest, dated June 17, 2006, signed and sealed by tlualayddri Rtiltoq7P.E. • • • •• • • •�• ••• • • • • F. OTHER • •••••••• • • • • • • 1. Notice of Acceptance No.02- 0227.01, issued to Yale Ogron Manufacturing Co., Inc. for their Aluminum Tube Mullion, approved on 08/08/02 and expiring on 12/28/06. E -2 pv 'Wine D.Gasco • P.E. Chief, Product Control Division NOA No 06- 0905.11 Expiration Date: December 28, 2011 Approval Date: November 09, 2006 • • ••• • • • • • • - •• • • • • • • • • • • • • • • • • • • • • • • • ••• .. • • • • • .. • • ••• • • • • • • • • • • • • • • •• • • • •• ••• MASONRY OPENING 53 3/4 MASONRY OPENING TOTAL WINDOW UNIT WIDTH 25 1/2 26 1/2 WINDOW WIDTH 74 3/4 MASONRY OPENING WINDOW WIDTH ELEVATION 2- REQUIRED ELEVATION 1- REQUIRED ELEVATION 2- REQUIRED YALE OGRON WINDOWS SERIES 1400 IMPACT VIEW ALUMINUM CASEMENT WINDOW IN CLEAR ANODIZED ALUMINUM FRAME FINISH AND WITH 7/16" CLEAR LAMINATED IMPACT GLASS N.O.A. 06-1017.09 YALE OGRON WINDOWS IMPACT VIEW ALUMINUM FIXED WINDOW IN CLEAR ANODIZED ALUMINUM FINISH WITH 7/16" CLEAR LAMINATED IMPACT GLASS N.O.A. 03-0710.01 YALE OGRON 1" X 4" ALUMINUM TUBE CLIPPED MULLION IN CLEAR ANODIZED ALUMINUM N.O.A. 06-0905.11 P l !i 0 Ic Et N X cl 0 CO [DWN o ommR W mu. ci 0,o0 N I ZZ .11I 0012 LIME F- Z U1 > .Q m ZZD4 ONW to Q oP-d DRAWN BY: ) .Fcoacauct E DATE: 07.10-07 •146ET NUMBER CG -3 OF 14 • • ... • • • ... .. .. • • • .. .. • • • • • • • • • • • • • • ... • • • • • • • • • • • • • ... • • • • ... • • ... • • • • • • • . • • • • • • • • • • • • • .. • • • • ... • • • • • • • • • • • • • • • a I n LR z z w 0 ff Z O IA Q 165 3/4 MASONRY OPENING 185 3/8 37 WINDOW WIDTH r ID w 0 0 z ID 37 WINDOW WIDTH TOTAL WINDOW UNIT WIDTH 37 WINDOW WIDTH 37 WINDOW WIDTH 37 WINDOW WIDTH YALE OGRON WINDOWS SERIES 1400 IMPACT VIEW ALUMINUM CASEMENT WINDOW IN CLEAR ANODIZED ALUMINUM FRAME FINISH AND WITH 7/16" CLEAR LAMINATED IMPACT GLASS N.O.A. 06-1017.09 W4j ELEVATION 1- REQUIRED YALE OGRON WINDOWS IMPACT VIEW ALUMINUM FIXED WINDOW IN CLEAR ANODIZED ALUMINUM FINISH WITH 7/16" CLEAR LAMINATED IMPACT GLASS N.O.A. 03-0710.01 ♦ ♦ / / / / / YALE OGRON 1" X 4" ALUMINUM TUBE CLIPPED MULLION IN CLEAR ANODIZED ALUMINUM N.O.A. 06-0905.11 ti so 3/8 • ••• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • ••. • •• • • • • • • • • • • • ••• • • ••• • • ••• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • •• • • • •• ••• •• • • • 373/4 • • • • MASONRY OPF.J4II48. • • • ••• •• 37 3/8 WINDOW WIDTH ELEVATION 2- REQUIRED t7 to 3/8 1 1 1 3/4 MASONRY OPENING 111 3/8 37 TOTAL UNIT WIDTH 37 37 WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH MASONRY OPENING 63 WINDOW HEIGHT . l \• I / / N. / \ \ ♦ \ \ \ N. // / / / \ \\ / \ • WINDOW HEIOF r. • • RYI 61 /� // / / / / / I ELEVATION 2- REQUIRED t7 to 3/8 1 1 1 3/4 MASONRY OPENING 111 3/8 37 TOTAL UNIT WIDTH 37 37 WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH MASONRY OPENING 63 WINDOW HEIGHT . l / N. / \ \ ♦ \ \ \ // / / / \ \\ / wff YALE OGRON WINDOWS SERIES 1400 IMPACT VIEW ALUMINUM CASEMENT WINDOW IN CLEAR ANODIZED ALUMINUM FRAME FINISH AND WITH 7/16a CLEAR LAMINATED IMPACT GLASS N.O.A. 06 -1 0 1 7.09 ELEVATION 2- REQUIRED YALE OGRON WINDOWS IMPACT VIEW ALUMINUM FIXED WINDOW IN CLEAR ANODIZED ALUMINUM FINISH WITH 7/16a CLEAR LAMINATED IMPACT GLASS N.O.A. 03-0710.01 to D Z Z a D 0 01 WINDOW HEIGHT 01 9 7/8 W 7 ELEVATION 4- REQUIRED YALE OGRON 1 ° X 4° ALUMINUM TUBE CLIPPED MULLION IN CLEAR ANODIZED ALUMINUM N.O.A. 06- 0905.1 1 • • ... • • • ... .. .. • • • .. .. • • • • • • • • • • • • • • ... • • • • • • • • • • • • • ... • • • • ... • ... • • • • • • .. • • • • • • • • • • • • •.•3•7••d /4'•' ••• MASONRY OPENING 3/Q • ... • • • • • • • • • • • • • • ..'3.7 . .•. .• 3%8 WINDOWUiIgTI, .. ;• . 6•6 . Lb. MASONRY OPENING 76 l / /* / \ WINDOW H q ■ ■ ■ ■ 1 .......... : *... / / / / / / \ / / / / WINDOW HEIG / c / / N. / / 1 m ELEVATION 3 - REQUIRED .. • .• • .. 3/8 m 37 3/4 MASONRY OPENING 37 WINDOW WIDTH MASONRY OPENING 38 3/8 / /* N. N. WINDOW H q ■ ■ ■ ■ 1 .......... : *... . tO W 9 3/8 ELEVATION 2- REQUIRED OBSCURED GLASS YALE OGRON WINDOWS SERIES 1400 IMPACT VIEW ALUMINUM CASEMENT WINDOW IN CLEAR ANODIZED ALUMINUM FRAME FINISH AND WITH 7/16H CLEAR LAMINATED IMPACT GLASS N.O.A. OS-1017.09 37 3/4 ASONRY OPENING 3/0 0 ID 37 WINDOW WIDTH 3/8 ' OPENING 5/8 ■ ■ N. N. N. N. \` ■ WINDOW H \ ' / / / / / / / ELEVATION 1- REQUIRED 0 Z I? tal cow I all WN tg n11) to) a W N L Ott eg tO 'Z Z . In Ortlittl CDRAWN BY: E.R.DWDUE2 511EET MINIMA CG-6 OF 14 I7 • • ••• • • • ••• •. S. • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • . • ••• ••• ; MdDkIRY�DPuENI�N®i • • • • • • • • • • • • • • • • • ••• • 3/8 5 3 1/8 3/8 WINDOW WIDTH •• • • • •• ••• •• • • • • 1 • • MASONRY OPENING 38 3/B `\".•. \-- — I // /// 111 Ne. N. NN. N. WINDOW HE // N. L ( © � / /// � :a w o ELEVATION 7- REQUIRED 37 3/4 MASONRY OPENING 3/8 37 WINDOW WIDTH 3/8 Ia W14 ELEVATION 1- REQUIRED ID m 3/8 co 37 3/4 MASONRY OPENING Y 37 WINDOW WIDTH `\".•. \-- — I / .4 N ( .� � :a O .\ —..-• ....- .... 5- ,l— Ia W14 ELEVATION 1- REQUIRED ID m 3/8 co 37 3/4 MASONRY OPENING Y 37 WINDOW WIDTH 3/8 ELEVATION 2- REQUIRED 37 3/4 MASONRY OPENING 37 3/8 WINDOW WIDTH m t9 IASONRY OPENING 38 3/8 `\".•. I WINDOW HI q ...` ( .� -- .\ MASONRY OF 38 3/E WINDOW HI 5- 3/8 ELEVATION 2- REQUIRED 37 3/4 MASONRY OPENING 37 3/8 WINDOW WIDTH m t9 IASONRY OPENING 38 3/8 WINDOW HI q ...` ( ..\ m ELEVATION 2- REQUIRED YALE OGRON WINDOWS SERIES 1400 IMPACT VIEW ALUMINUM CASEMENT WINDOW IN CLEAR ANODIZED ALUMINUM FRAME FINISH AND WITH 7/16° CLEAR LAMINATED IMPACT GLASS N.O.A. 06 -1 017.09 DRAWN ®Y: E.ROOIU•UEE .4 'OATS 07-15-07 1 SMUT SUMMER CG -7 OF 14 to • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • 9 • • • • • • ••• • • • • ••• } ••S. • r' .••••• ••• •. • • • • • • • • • • •' a • • • •• • •. • • 4 • •. •. • • • . • • • • •' • . •• • a • • •4, .a • ❑ z_ z W a z 2 4 SECTION VIEW 1/4" TAPCDNS WITH 1 1/4" EMBED. INTO CONC. AT 6" FROM CORNERS, 3 1/8" & 5 5/8" ON EACH SIDE OF MEETING RAIL & BALANCE @ 12 3/4" O.C. YALE OGRON WINDOWS SERIES 1400 IMPACT VIEW ALUMINUM CASEMENT WINDOW IN CLEAR ANODIZED ALUMINUM FRAME FINISH AND WITH 7/16U CLEAR LAMINATED IMPACT GLASS N.O.Q. 05-1017.09 1/4" TAPCDNS WITH 1 1/4" EMBED. INTO CONC. AT 6" FROM CORNERS AND BALANCE AT 12" D.C. ,d• 3/8 WINDOW WIDTH \may MASONRY OPENING 1/4" TAPCDNS WITH 1 1/4" EMBED. INTO CONC. AT 6" FROM CORNERS, 3 1 /B" & 5 5/8" ON EACH SIDE OF MEETING RAIL & BALANCE @ 12 3/4" D.C. SECTION VIEW {i.i.`i,;;;:i.:;i,•i 3/8 BY: EASIDFUoUsZ 11 07.18.07 J DATE BNEET NUMBER CG -8 OF 14 • • •.. • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • ••• • • ••• • • • • • •• • • • .0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • •• • • • •• •1• •• • • • • • •• • • • • • ••• •• v• 1/4" TAPCONS WITH 1 1/4" EMBED. INTO CONC. AT 6" FROM CORNERS AND BALANCE AT 1 2" D.C. "iii!ilipiiggiiiiiiii! . 3/a LWINDOW WIDTH MASONRY OPENING SECTION VIEW YALE OGRON WINDOWS SERIES 1400 IMPACT VIEW ALUMINUM CASEMENT WINDOW IN CLEAR ANODIZED ALUMINUM FRAME FINISH AND WITH 7/16" CLEAR LAMINATED IMPACT GLASS N.O.A. 06-1017.09 J 3/a v • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • .. • • • • • • • • • • • • • • •• • • • • • • ••• • • • • ••• • • ••• • • •• • • • • • •• • • • • • • • • • • • • • • O. • • • • • • • •' • . •.. • '. . • •• • • '• 4 • ••• •4 . '° . :4 •i '• • ' • •. • • • .••• • ••. ••• ••a' Q ... •' '. • h •• • •• • • • • ••• •• 0 z z LIJ a 0 z 0 U3 2 4 - a SECTION VIEW 3/16" TAPCONS WITH 1 1/4" EMBED. INTO CONC. AT 5" FROM CORNERS AND BALANCE AT 12" O.C. YALE 03RON 1" X 4° ALUMINUM TUBE CLIPPED MULLION IN CLEAR ANODIZED ALUMINUM N.O.A. 06- 0905.1 1 YALE OGRON WINDOWS IMPACT VIEW ALUMINUM FIXED WINDOW IN CLEAR ANODIZED ALUMINUM FINISH WITH 7/18" CLEAR LAMINATED IMPACT GLASS N.O.A• 03•43710.01 3/1 6" TAPCONS WITH 1. 1/4" EMBED. INTO CONC. AT 5" FROM CORNERS AND BALANCE AT 1 2" O.C. X 4" ALUM. MULLION #10 SELF DRILLING SCREWS AT 5" FROM CORNERS AND BALANCE AT 12" O.C. 3/B WINDOW WIDTH WINDOW WIDTH TOTAL WINDOW UNIT WIDTH MASONRY OPENING 3/16" TAPCDNS WITH 1 1/4" EMBED. INTO CON(. AT 5" FROM CORNERS AND BALANCE AT 12" O.C. SECTION VIEW re re • N 4 X m DW ,o U3WNO J 1...,- .. © Illr3 Q W P7LI. o • O N • =0p3 z .uI D pi? D • toa :1 E3 co he to W m • ®ti. Z .- > LIDA 11:1 ZZD4 I in I N ONiJ] N p lir- i P3 Q .J OQ1F U. (DRAWN 6Y: E.ROOR:.usz (DATE : 'LI C17.119.07 SMELT NuM•CR CG -1 0 OF 14 Q • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • A • • • ••• • • • • ••• #10 SELF 1:2l9,IL.L.ING'$1~'"REW!: AT 5" FROM :COANtFft3 4Nb. . •e BALANCE Ai*• •1 a► 0. b ••• .. • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• • #12 SELF DRILLING SCREWS AT 6" FROM CORNERS AND BALANCE AT 1 2" O.C. �J WINDOW WIDTH 1 WINDOW WIDTH /v._ / SECTION VIEW 1" X 4" TUBE MULLION #14 S.M. SCREWS 3 ON EACH SIDE 1 /4" TAPCO N S WI 1 1/4" EMBED. INTO CONC. 2 ON EACH SIDE OF CLIP MULLION DETAIL YALE OGRON WINDOWS SERIES 1400 IMPACT VIEW ALUMINUM CASEMENT WINDOW IN CLEAR ANODIZED ALUMINUM FRAME FINISH AND WITH 7/16" CLEAR LAMINATED IMPACT GLASS N.Q.A. 06-1017.09 YALE OGRON WINDOWS IMPACT VIEW ALUMINUM FIXED WINDOW IN CLEAR ANODIZED ALUMINUM FINISH WITH 7/16" CLEAR LAMINATED IMPACT GLASS N.O.A. 03-0710.01 YALE DEMON 1" X 4" ALUMINUM TUBE CLIPPED MULLION IN CLEAR ANODIZED ALUMINUM N.Q.A. 06- 0905.1 1 DRAWN 6Y1 E.R00N1•UET 10ATc 07.1 6.07 •Heel $UMDEF CG-1 1 OF 14 �ti 4 I ti •• •• • • • • • • • • • •.. • • • ••• • . • • •. • • • • • • • • • • ... • • • • • • • • • • .•• • • • • ••• • EX ST.IJ�I G• STE ESL* L. •• • • • • • • • • • • • • •••• • • • • • • . • • • • • • • • • ... • • BREAK METAL •• • • • • .• ••• •. • • • • • • •• • • • • • ••• •. I 0 WINDOW WIDTH ��► reer,K4KrA zierAr■IA fir or 4■1114,H FA SECTION VIEW YALE OGRON WINDOWS SERIES 1400 IMPACT VIEW ALUMINUM CASEMENT WINDOW IN CLEAR ANODIZED ALUMINUM FRAME FINISH AND WITH 7/16° CLEAR LAMINATED IMPACT GLASS N.O.A. 06-1017.09 #14 SELF DRILLING SCREWS AT 6" FROM CORNERS AND BALANCE AT 1 2" D.C. #12 SELF DRILLING SCREWS AT 5" FROM CORNERS AND BALANCE AT 1 2" O.C. YALE OGRON WINDOWS IMPACT VIEW ALUMINUM FIXED WINDOW IN CLEAR ANODIZED ALUMINUM FINISH WITH 7/1 6° CLEAR LAMINATED IMPACT GLASS N.O.A. 03-0710.01 fi • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • ••• • • ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • •• • • • •• ••• •• 38 • • • • MASONRY OPENING • •• • • • • • 1/4 PIS I' N m 37 1/2 1/4 DOOR WIDTH D 1 ELEVATION 1- REQUIRED a m 1/4 38 MASONRY OPENING 37 1/2 DOOR WIDTH 1/4 / / A / / / / / / / / / / / %/ --7-- / c 0 s. N. \ ` e e e '\ O N. I D 1 ELEVATION 1- REQUIRED a m 1/4 38 MASONRY OPENING 37 1/2 DOOR WIDTH 1/4 3 ELEVATION 1- REQUIRED YALE OGRON MANUFACTURING SERIES 1800 IMPACT ALUMINUM OUTSWING FRENCH DOOR IN CLEAR ANODIZED ALUMINUM FRAME FINISH WITH 5/1 & CLEAR LAMINATED IMPACT GLASS N.O.A. 0G-1229.03 re N N N NWN C <MI 01 (1) (1) W NI` D t N o� -3u. m Z .�► p—� OW =J X Et YU1 ®t,. Z in >WIZa ZZO q I in I in ONN 7N.-21 t7 IZ DP Q -I r (DRAWN BY: 1 m ¢.FOORura J / SHEET NuMS R C13-1 3 OF 14 / / / / / / / / / / / / C/ ■ %/ \ ` e I N. 3 ELEVATION 1- REQUIRED YALE OGRON MANUFACTURING SERIES 1800 IMPACT ALUMINUM OUTSWING FRENCH DOOR IN CLEAR ANODIZED ALUMINUM FRAME FINISH WITH 5/1 & CLEAR LAMINATED IMPACT GLASS N.O.A. 0G-1229.03 re N N N NWN C <MI 01 (1) (1) W NI` D t N o� -3u. m Z .�► p—� OW =J X Et YU1 ®t,. Z in >WIZa ZZO q I in I in ONN 7N.-21 t7 IZ DP Q -I r (DRAWN BY: 1 m ¢.FOORura J / SHEET NuMS R C13-1 3 OF 14 • • ••• •• •• • • • • • • • • • • • • • ••• • • ••• • • • • • • • •• • • • • • • • • • • • • 4 Y a • • V• • ., ar C, • •, ••. . • •t • • •.• •• Ihb• •. o.. s .. _ • v. i • ••• • • • • • 1/4" TAPCONS WITH 1 1/4" EMBED. INTO CONC. AT 6 3/4" FROM CORNERS AND BALANCE AT 12" O.C. YALE OGRON MANUFACTURING SERIES 11300 IMPACT ALUMINUM OUTSWING FRENCH DOOR IN CLEAR ANODIZED ALUMINUM FRAME FINISH WITH 5/1151` CLEAR LAMINATED IMPACT GLASS N.O.A. OS-1229.0a 0 z z w a 0 z 0 1/4u TAPCONS WITH 1 1/4° EMBED. INTO CONC. AT 7° FROM CORNERS AND BALANCE AT 17u D.C. 4 • 4. lionutunform .d• L • ',a i DOOR W I OT H MASONRY OPENING SECTION VIEW SECTION VIEW 1/4" TAPCONS WITH 1 1/4" EMBED. INTO CONC. AT 6 3/4" FROM CORNERS AND BALANCE AT 1 2° O.C. iI 0y 17 PI ktl tll W I IAWND .11-� K tg N 4 W 0 0 ro Ce 1,1 • 04 Z• Z_Eh O ❑iS an_ U ri F • ('DRAWN •YI E.ReOROUS.1 tMEET M•ER CG-NY1 OF 14 • • ••• • • •• •• • • • •• • • • • • • • • • • • • ••• • • • • • • • • • ••• • • • ••• • • • ••• SURFACE APPLIED • • ••• • • ••• FALSE MUMS • • • • • • • • • • OPTIONAL • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • •• • • • •• ••• •• • • •• • • •• • • • • • ••• •• m n 12. 3/4" MAX. • HEAD /SILL WINDOW HEIGHT it... 74 1/8` MAX. IC- I / /, , / I / 1� / 1, / 1 I 1 \ , \ \ D.L. OPG. C / \ \ jl �1 \ Ii \ LF i. ., II 1 7 BUTT HINGES OPTIONAL WINDOWS UPTO 38 -3/8" HIS. REQUIRE 2 HINGES ONLY SERIES -1 400 IMPACTVIEW ALUMINUM CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE CASEMENT WINDOWS. ALSO COMBINATIONS OF CASMT / CASMT OR CASMT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. SINGLE VENT WDW. 6' MAX. TYP. HEAD /SILL CORNERS 1/4" OR 5/16' DIA. ANCHORS IN CLUSTERS OF 4 AT HEAD & SILL . (2 AT EACH SIDE) SEE CHART ON SHEET 2 FOR CAPACITIES 11 1/4" 2 1/2" 12 3/4" MAX. HEAD /SILL W a0 Z a 4 I- z 0, 0- a 0 J 0 1 \ I \ 1: \ II \ I === = = = == BUTT HINGES OPTIONAL WINDOWS UPTO 38 -3/8" HTS. REQUIRE 2 HINGES ONLY 47 In X 0 m w Z M � z W 0 31 7/8° MAX. D.L OPG. 36 3/4" MAX. VENT WIDTH 76" MAX. WINDOW WIDTH WINDOWS UPTO 36' HT. REQUIRE 1 LATCH ONLY DUAL VENT WDW. THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. W CC z 0 CO rawer Roam se eampbtag with ea SUM* Engr. DR. HUMAYOUN FAR000 STRUCTURES Ft.& PE {j 16557 CAN. 3538 tIOV G zI ar U z 1 O In 3 I a 0 U ^,Z En Et 0 S 0 W 8a� 3w „ v cc z} 0� ooh 8 FAX (305) 883 -1309 co CO CO m 0 C 0 ai C 0 • 0 1• N W 0 v 0 m UPDATED FOR 2004 FBC W U, 3a U z .0 0 o 0 0 a, a a N 0 - 0 o o ° 0 0 v cd OD t) drawing no. WO1 -52 {sheet 1 of 5 DESIGN LOAD dtgAegrt !ME F ;004 4 gigs ": • • • • - • • 09ASSRYPI3+ ; yp WINDOW DNS.. 'A;i'8i els &•'Di • • 'Ei • • • WIDTH 19 -1/8- 26-1/2' 3r 19 -1/8" 26-1/2" 3r 19 -1/8- 26-1/2" 37' HEIGHT Exr.( +) 265 C): •. 38-3/8" (4) 75.0 1 N2".( -) Fxr.( +) 75.0 65.0 • 76.0 750 , •85.0 • 760 " 75.11 •65A 05.0 75.0 75.0 J. • .. 50 -5 /e 790 (5) :7110: • • 710" 790 •085,.0 75.0 65.0 710 , 465.04 25.4 i60i 254 :14-0: 79.0 • 6s0 • 1NT.( -) 65.0 .6510 2552P : 85.0 • 65.0 .654 - 6514 650 - •Mt. 19 -1/8- 26-1/2' 37' 19 -1/8 26 -1/r 32" 63" (6) 74 -1/4' (7) 75.0 75.0 75.0 75.0 75.0 75.0 75.0 65.0 75.0 65_0 75.0 75.0 65.0 75.0 75.0 65.0 65.0 65.0 1r 18' 24' 30' 36" 38" 24' (3) 75.0 75.0 65.0 650 75.0 75.0 75.0 65.0 75.0 65.0 65.0 65.0 75.0 75.0 75.0. • 65.0 75.0 65.0 65.0 65.0 75.0 •12' 18' 24' 30" 36" 38' 12- 18" 24" 30' 36' 38' 36- (3) 48' (4) 75.0 75.0 650 75.0 65.0 65.0 65.0 75.0 75.0 75.0 75.0 65.0 75.0 65.0 75.0 65.0 65.0 65.0 65.0 70.7 70.7 65.0 65.0 66.9 75.0 66.9 65.0 75.0 65.0 65.0 65.0 75.0 75.0 75.0 75.0 65.0 75.0 65.0 65.0 65.0 75.0 65.0 65.0 1r 18" 24" 30" 36" 3P' 60" (5) 70.7 66.9 75.0 75.0 75.0 70.7 65.0 65.0 669 65.0 65.0 75.0 65.0 75.0 65.0 55.0 65.0 75.0 65.0 65.0 75.0 70.7 66.9 75.0 65.0 70.7 65.0 66.9 12" 18" 24' 30- 36' 38' 72" (6) 75.0 75.0 75.0 75.0 70.7 66.9 75.0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 65.0 65.0 70.7 66.9 12' 18' 24" 30' 36' 38' 76" (7) 75.0 75.0 65.0 65.0 750 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 - 75.0 75.0 74.0 74.0 - • DESIGN LOAD CAPACITY - PST FOR ( XI ) SIZES CLUSTER OF ANCHORS AT nom LOCATION 1/4" ANCHORS T/0 SHEAR CLIP CLUSTER OF -ANCHORS AT IMPOST LOCATION 1/4' ANCHORS MITE SHEAR CLIP 5/16' ANCHORS W/0 SHEAR CLIP WINDOW DIMS. WIDTH • 37' 53 -1/8" 74' GLASS TYPES 'B'. C, & 'D' GLASS TYPE GLASS TYPES '9'. 'C' HEIGHT 26' (3) EICT.( +) 1NT.( -) 1NT.( -) DCr.( +) 1Hr.( -) GLASS TYPE 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 37- 53-1/8' 74- 38 -3/8' (4) 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 32" 53 -1/8' 74- 50 -5/8' (5) 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 75.0 75.0 65.0 65.0 65.0 65.2 65.2 65.0 65.0 75.0 75.0 65.0 32" 53 -1/8' 74' 63' (6) 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 73.0 73.0 65.0 65.0 75.0 75.0 65.0 65.0 52.4 52.4 75.0 750 37- 53 -1/8' 74- 74-1 /4' (7) 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 61.9 619 67.0 67.0 44.4 44.4 509 50.6 24- 36" 48' 60' 72" 76" 24" (3) 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 55.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 24' 36' 48" 60" 72" 76' 36" (3) 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 70.7 70.7 65.0 65.0 70.7 70.7 65.0 65.0 66.9 66.9 65.0 65.0 66.9 66.9 65.0 65.0 24" 36" 48" 60' 72' 76' 24" 36' 48' 60' 72" 76" 46' (4) 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 750 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 70.7 70.7 65.0 65.0 70.7 70.7 65.0 65.0 66.9 669 65.0 65.0 66.9 66.9 65.0 65.0 60' (5) 75.0 75.0 65.0 65.0 75_0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 67.8 67.8 65.0 65.0 75.0 75.0 65.0 65.0 56.5 56.5 70.7 70.7 53.6 53.6 66.9 66.9 24' 36' 48" 60= 72" 76" 24' 36" 48' 60' 72" 76' 72' (6) 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 70.7 70.7 65.0 65.0 75.0 75.0 65.0 56.5 56.5 66.3 47.1 47.1 57.1 57.1 44.6 44.6 54.8 54.8 76" (7) 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 66.9 66.9 65.0 65.0 68.4 65.0 65.0 53.6 53.6 56.0 56.0 44.6 44.6 48.0 48.0 42.3 42.3 - ( ) = NO. OF ANCHORS. PER JAMB ( ) NO. OF ANCHORS PER JAMB NOTE GLASS CAPACITIES ON THIS SHEET ARE BASED ON A ASTM E1300 -98 (60 SEC. WINO) B: ASTM E1300 -02 (3 SEC. GUSTS). 46.0 46.0 8 in 0 re a. 1/8' HEAT STREN' D GLASS .080" INTERLAYER SAFETY PLUS POLYESTER BY 'CIASSIAM' .010' PET FILM .080' INTERLAYER SAFErf PLUS POLYESTER SIUCONE IMO* j 1.-44A-1 GLASS TYPE 'A' 1/8" HEAT STREN'D GLASS .015" URETHANE ADHESIVE .070" INTERLAYER BY 'SECURITY IMPACT GLASS' .015- URETHANE ADHESIVE 1/Er HEAT STREN'D GLASS SIUCONE GLASS TYPE 'C' 3/16" ANN. GLASS .120 1NTERLAYER LIVEKOL-UO. RESIN BY 'SURFACE SPECIALTIES' 3/16' ANN. GLASS SILICONE GLASS TYPE 'E' GLAZING OPTIONS 1/8' HEAT STREAM GLASS .090 KM INTERLAYER SAFLEX/KEEPSAFE MAXIMUM 1/8" HEAT STREN'D GLASS SILICONE cs GLASS TYPE 1B' 1/8" HEAT STREN'D GLASS .120 INTERLAYER UVEKOL-LICI. RESIN BY 'SURFACE SPECIALTIES' 1/8" HEAT STREN'D GLASS SIUCONE GLASS TYPE 'D' aits STRUCTURES fl.A. PE t5136557 CAN. 8 LAI 0 it a 0 ti 11 g 2j 3 II j In a. cn IJ- Ct 0 id CD FAX (305) 883 -1309 CO 0 LLI -J 0 UPDATED FOR 2004 FOC REV. PER BCCO COMMENTS 0 o co co 0. 0 CD • .0 0 drawing no. sheet 2 of 5 LWAIION OF ANCHOR CLUSTER AT IMPOST AT XX WINDOWS ONLY TYPICAL ANCHORS SEE ELEV. FOR SPACING • •• :••• • • . • •• • ..•I • • • • 1:q .1 . 4° #7 X 1/Y F.H. ••:•:• •e •11 • • 2 PER HINGE TYPICAL ANCHORS SEE ELEVS. FOR SPACING .4 TRY WOOD BUCK METAL STRUCTURE /to da . • • i11111111111 MIN. • • e LOCATION DF ANCHOR CLUSTER AT IMPOST AT XX WINDOWS ONLY x 0 Q MIAMI -DADE COUNTY APPROVED MUWON & MUUJON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS_ SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY YALE OGRON MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED. INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS INTO METAL SII'UCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED #12 SMS OR SELF DRILLING SCREWS INTO DADE COUNTY APPROVED MUWONS (MIN. THK (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1 -3/4" MIN. INTO WOOD STRUCTURE = AS SHOWN INTO METAL STRUCTURE = 1/2" MIN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. 5/16" TAPCONS (ONLY IN CLUSTER AT IMPOST) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY OR PAINTED) . = .090 ") Ps"UCi�'M'i>a • Vill Nei/ 1Daoe ' : Engr: DR. HUUAYOUN FAROOQ STRUCTURES FLA. PE # 16557 CAN. 3538 TYPICAL ANCHORS SEE ELEV. FOR SPACING ALUMINUM SHEAR CUP 6' LONG AT ANCHOR LOCATION lOV 0 9 2006 Leftui U z U) CC cn 0 S 0 o<, z Ij Z �J CD •i 0 z 0 OW >- ooh FAX (305) 883 -1309 c 0 0 5 i c 0 a 0 0 0 v 0 0 8 m a UPDATED FOR 2004 FRC a 0 -* o 0 0 0 0 O L U a v dr. by: HAMID drawing no. WO1 -52 sheet 3 of 5 • • ••• • •• •• • • • • • • • • • • • • ••• • • • • IF • • ••• • • • •• •• • • • • • • •• • • • • • • • • • O. • • • • • • • • • • ••• •• •• • • • • • • • • • • • • • ••• • • ••• •• • • • • • • • • • • • • • • • • • • • ••• • _• •• • • • • • • • •• • • • 1/4' gal • • MAX 1 • • • 1/2' X 7/8" X 1/8' 12t3/4" LANG • SNUBBER ANGLES • • AT: 2* FROM HEAD /SILL • / •, • • AND AT MIDHEIGHT 110 X 3/4* SMS 2 PER ANGLE 1/4" MAX. ITEM PART if QUANTITY DESCRIPTION MATERIAL YE -1401 4 FRAME 6063 -T5 MANF. /SUPPLIER /RZMARRS 2 3 4 5 YE -1402 4 VENT 6063 -T5 YE -1404 CENTER POST 6063 -T5 YE -1405 #8 X 1' AS REOD. GLAZING BEAD 6063 -75 6 7 YH -1409W AS READ. AS REOD. FRAME AND VENT ASSEMBLY SCREWS BULB WEATHERSTRIPPING VINYL SULUVAN & SULLIVAN YH -920 AS REOD. LEAF WEATHERSTRIPPING VINYL 8 8A 9 30744 2/ VENT 2 EAR HINGE. AT TOP AND BOTTOM STEEL SULLIVAN & SULLIVAN TRUTH YH -650 10 11 3/ VENT 2/ VENT 2/ VENT BUTT HINGES (ALT. TO BAR HINGES) FACE MOUNT LOCK STEEL LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL. 1/ VENT ROTO OPERATOR STEEL 12 YH -1411 1/ CORNER FRAME CORNER KEY ATTACHED W/ (6) #10 X 1/2' FH SCREWS TRUTH, AT 13 -1/2* FROM SOT. & 17 -1/2' FROM TOP YALE, AT 13 -1/2' FROM SOT. & 17 -1/2' FROM TOP TRUTH. AT 12' FROM ENDS YALE 13 YH -1408 1/ CORNER 1BY WOOD BUCKS WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH SINGLE VENT WINDOWS VENT CORNER KEY ti DECO MIAMI -DADE COUNTY APPR.D MULLJON SEE SEPARATE NOA EXTERIOR WINDOW WIDTH 1/4" MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING DUAL VENT WINDOWS WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCTVINEWIP •• lwidfA NI11�f Belding Code Acaptiner Ito Engr DR. HUMFYOUN FAROOQ STRUCTURES FU. PE i! 1.6557 CAN. 3538 z a� CC 0� ire 0. O ff, il a P1 c 19 Q a4a LILT q 019 a VI g FAX. (306) 202.6978 8 CL U, ZD ti.l 0 co ¢ co Z = To- t') I` 0 p z6 MW rm� COMP- ANL \W01 -52Y0- 07 C O m C 0 t) a a I NO CHANCE TI-US SHEET ,0 0 0 - a o p q 0 C < m C 1 m 0 e 0 O m 0 u ,U drawing no. smq WO1 -52 sheet 4 of 5 • • • 0 rn •0• •N • i•• • •• • • • • • • • • • • •• • • • i 0 0 description A 09.14.01 REV. PER BCCO COMMENTS B 10.04.08 O 0 0 REV. PER BCCO COMMENTS 9 w z ONId00 ISOdwi gi S jo Q }aays scale: 1/f - I. 'dr. by: HAMID (chk. by: I eVIs1ons: ) no date by description A 09.14.01 REV. PER BCCO COMMENTS B 10.04.08 UPDATED FOR 2004 FRO C 11.07.08 REV. PER BCCO COMMENTS n ERIES -1400 IMPAC1\IEW ALUM CASEMENT WDW. YALE OGRON WINDOWS AND DOORS INC. 8130 N.W. 74TH AVE. MEDLEY, FL. 33166 TEL. (305) 887 -2646 FAX (305) 883 -1309 AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1236 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 284 -8100 FAX. (305) 2828978. ( a f C COMP— ANL \•01 -52Y0— • • ••• • • • ••• •• •• • • • •• •• • • - - • - • • ' • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • C1'6‘4" M+iR i i /SIlle • • •CORNERS •• • • • • • • • • • • • • • O. • • • • • a 0 u, FRAME WIDTH i •i ••� }2• MAX. 12" 12" • • • • • • • HEAD/SILL g• • • II II / II / II --1r7- / II \ II \ II II m- k II I I \ _____\ II 41/ 1v II Il II II / II % n/ A I / 11 ,* -_ /-' I I - / II / II II 3" -- G ' / 11 \-J /"--..7=== II II / 1r II II II \ II _- C U \ II N _ 11,- _ -tt - I I \ 11 \ OI\ II O 1 - - • • • • • • • • •• • I I 1 r — i • • • - - - - • • • • • ^•• • ••• II II __IL__ -- -1T --' II il II // li 11 li_ / - -IITT- A /II� / \ Fl O II \\ 11 II \ �-- \—n- -- n II\ 11 -- -tt-\ it III( \ ft/ II // I1 II / -- -ff -7- 11 • II/ 4 1 J II / -11 - // II II I I i J I --7 —__ I II 11 - --0 = --- n II IV 11 11 II II ---- ++ - - II II It I I - II II II -- O \ I I / II -U- -- r- -II - -- / II IY 11 \ 1I II \ II -` —� - -- \ II N -II\ I1 \ OII \\ 1 II O I -- = =rt = == -- I -- I IY I 1 ____g____ I I I I - I I 1 I_L I I \ I I‘INYI t / I_ .1 I • I I I 23 7/8" D.L OPG. 34" LEAF WIDTH SURFACE APPUED /- FALSE MUNTINS MAY BE USED 6 3/4" MAX. HEAD /SILL CORNERS 71 3/4" MAX. 3" FRAME WIDTH 12" r1 3" U an rn 1 1 23 7/8" MAX. D.L. OPG. 34" MAX. LEAF WIDTH TYPICAL ELEVATION ( O)XO ) TES ILL) UNIT SERIES 1800 ALUM FRENCH DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDED TES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDTt1ON INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. 12" 23 7/8' MAX. D.L OPG. 34" MAX. r LEAF WIDTH N GLASS D.LO. DIMS D.LO. HEIGHT (DOOR & SIDELITE) = FRAME HEIGHT — 13" D.LO. WIDTH (X DOORS & 0 PANELS) = FRAME WIDTH — 13.625" D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH — 24 ")/2 IDOORS /SIDELITES ARE RATED FOR. LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr. DR. HUMAYOUN FAROOO STRUCTURES FLA. PE f 16.`.57 CAN. 3538 0 2007 PRODUCT UNWED as au** with ibe Maids Aeeepe■ ceN. OC- 1Z2.03 FAX. (306) 262 -6978 0 4 N Oi 0 -I COMP- ANL \W01- ) 0 0 a zd E LI W Z =M • tat T Z ..1 3LI- J c OQ FAX (308) 883 -1309 CO CO N m 2 W r C 0 Ezpi*tfaI Date 4' „,v a 3/20 / LOCK OPTION ADDED UPDATED FOR 2004 F REV. PER BCC° CO x 0 O N O N O 0 O N 0 Q m Mimi Reli bomb* O m U 0 .0 0 drawing no. WO1 -64 sheet 1 of 8 \ \ I II II / II / II --1r7- / II \ II \ II II m- k II I I \ _____\ II 41/ 1v II Il II II / II % n/ A I / 11 ,* -_ /-' I I - / II / II II D.L. OPG. 1 G ' / 11 \-J /"--..7=== II II / 1r II II II \ II _- C U \ II N _ 11,- _ -tt - I I \ 11 \ OI\ II O 1 23 7/8' MAX. D.L OPG. 34" MAX. r LEAF WIDTH N GLASS D.LO. DIMS D.LO. HEIGHT (DOOR & SIDELITE) = FRAME HEIGHT — 13" D.LO. WIDTH (X DOORS & 0 PANELS) = FRAME WIDTH — 13.625" D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH — 24 ")/2 IDOORS /SIDELITES ARE RATED FOR. LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr. DR. HUMAYOUN FAROOO STRUCTURES FLA. PE f 16.`.57 CAN. 3538 0 2007 PRODUCT UNWED as au** with ibe Maids Aeeepe■ ceN. OC- 1Z2.03 FAX. (306) 262 -6978 0 4 N Oi 0 -I COMP- ANL \W01- ) 0 0 a zd E LI W Z =M • tat T Z ..1 3LI- J c OQ FAX (308) 883 -1309 CO CO N m 2 W r C 0 Ezpi*tfaI Date 4' „,v a 3/20 / LOCK OPTION ADDED UPDATED FOR 2004 F REV. PER BCC° CO x 0 O N O N O 0 O N 0 Q m Mimi Reli bomb* O m U 0 .0 0 drawing no. WO1 -64 sheet 1 of 8 • • • ••• • • •• •• • • • •• • .•. : bMORS : •DESI6N•b()AD. CAPACITY• •PSF DOOR HEIGHT NOMINAL DOOR WIDTH FT./III. JUIN . 6j9 E •.•2/i (X) • • • • • e/o (x)• • 7/0 2/6 (X) 3/0 (X) ••• ill (x)•. 8/0 • • IA, •• • • DOOR WIDTH 'A', 'B' OR 'C' •■ (xx) 612.000 ixr. r(i.} • 465.08 5.c. • ••464 INT. ( -) 65.0 65.0 5/0 (XX) 65.0 65.0 6/0 (XX) 65.0 • • • ••• •• (x) 65.0 65.0 DOOR WIDTH 65.0 ()) OVERALL DOOR DIMENSIONS: NOMINAL WIDTH FRAME WIDTH 2/6(X) 31 -1/2" 3/0 (x) 37-1/2' 5/0 (XX) 59 -3/4" 6/0 (XX) 71 -3/4" NOMINAL HEIGHT FRAME HEIGHT 6/8 ' 79 I 7/0 A -3/4" 8/0 95 -3/4" / _ \ 30 65.0 65.0 / 36 \ 65.0 65.0 65.0 / „ 5/0 (XX) 42 ,% ,- \ 48 65.0 \ 6/8 54 • / 65.0 \ 65.0 65.0 / 3/0 (X) 36 \ 65.0 6/0 (XX) / 65.0 65.0 o \ \ 48 / / 65.0 \\ 30 65.0 V 2/6 (X) 36 ()) OVERALL DOOR DIMENSIONS: NOMINAL WIDTH FRAME WIDTH 2/6(X) 31 -1/2" 3/0 (x) 37-1/2' 5/0 (XX) 59 -3/4" 6/0 (XX) 71 -3/4" NOMINAL HEIGHT FRAME HEIGHT 6/8 ' 79 -3/4" 7/0 83 -3/4" 8/0 95 -3/4" STATIONARY PANEL (0) OR DOORS WITH SIDELITES DESIGN LOAD CAPACITY - PSF FRAME HEIGHT DOOR WIDTH SIDEUTE WIDTH GLASS 'A', 'B' OR 'C' FT. /IN. FT. /IN. INCHES EXT. ( +) INT. ( -) _ a- 30 65.0 65.0 2/6 (X) 36 65.0 65.0 65.0 65.0 / 5/0 (XX) 42 ,% \ 48 65.0 65.0 . 6/8 54 • 65.0 65.0 30 65.0 65.0 3/0 (X) 36 65.0 65.0 6/0 (XX) 42 65.0 65.0 _ 48 65.0 65.0 \\ 30 65.0 65.0 2/6 (X) 36 55.0 65.0 65.0 65.0 5/0 (XX) 42 7/0 48 65.0 65.0 3/0 (X) 30 65.0 65.0 65.0 65.0 6/0 (XX) 36 42 65.0 65.0 2/6 (X) 30 65.0 65.0 65.0 65.0 1 5/0 (XX) 36 8/0 42 65.0 65.0 3/0 (X) 30 65.0 .65.0 6/0 (XX) 36 65.0 65.0 a NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 = 0 W 2 SIDELITE W. DOOR W. SIDEUTE W. I4 I Q o- I I , V \ \ \\ / / /o-- V \ \ . I . / DOOR W. (XO) (OX) SIDEUTE WIDTH DOOR WIDTH (X) (OXX) (XXO) 0 s W SIDELIT W. (0) SIDEUTE W. DOOR W. SIDEUTE W. I I I A 1 . / \ \ \\ _ a- //� i '.�/ ,2 / 2 ,% \ \\ \ ' / \ / O O \\ \ / _ Or.,- \\ / I \! SIDEUTE WIDTH DOOR WIDTH (X) (OXX) (XXO) 0 s W SIDELIT W. (0) SIDEUTE W. DOOR W. SIDEUTE W. (OX0) I I I 1 . / �/ // 0'- / -; j \ \ \ \ o \ \ \ \ \ ,j \ j. + / / / / , _ a- //o- i '.�/ i \\ \ O O \\ _ (OX0) Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA PE 16557 CAN. 3538 JAIL 3 0 2007 ( OXXO ) PRODUCT RENEWED as Id* Mot Plod& A4e++•••x.ct ,22y.43 L# tg- n,u,3L20Z Mesh* FAX. (305) 282 -8978 L TEL. (305) 264 -8100 COMP- ANL \WD 3e J N Z O In I re M O m Z Q 8 Q c0 up z =,r, M LL co, IX Zd J MO J )- com ,_ m N N r. U 0 0 v UPDATED FOR 2004 RC REV. PER BCCO COMMENTS 0 E6 L m Q N 0 0 U O c 0 J 0 0 m c V drawing no. WO1 -64 (sheet 2 of 8 ) I I A ,% j CJ ■ / �/ // 0'- / -; j \ \ \ \ o \ \ \ \ \ ,j \ j. + / / / / , .j Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA PE 16557 CAN. 3538 JAIL 3 0 2007 ( OXXO ) PRODUCT RENEWED as Id* Mot Plod& A4e++•••x.ct ,22y.43 L# tg- n,u,3L20Z Mesh* FAX. (305) 282 -8978 L TEL. (305) 264 -8100 COMP- ANL \WD 3e J N Z O In I re M O m Z Q 8 Q c0 up z =,r, M LL co, IX Zd J MO J )- com ,_ m N N r. U 0 0 v UPDATED FOR 2004 RC REV. PER BCCO COMMENTS 0 E6 L m Q N 0 0 U O c 0 J 0 0 m c V drawing no. WO1 -64 (sheet 2 of 8 ) (sheet 3 of 8 • • ••• • • • • •• a, • • • • • • • ••• • • • • • w • • • ••• • • • • • ••• • • • • • • •'. • • ■ • • • • • • • • • • • • • • • • • • • s ••• • • • • ••• • ••• • • • • • • • • • • • • • • •• • • • •• ••• •• • • • • • • • • • • • • • • ••• •• 1/8" HEAT STREN'D GLASS .090 PVB INTERLAYER SAFLEX /KEEPSAFE MAXIMUM BY 'SOLUTIA' 1/8" HEAT STREW() GLASS 10 X 3/4" PH SMS AT 5' FROM ENDS AND 12 -1/2' O.C. TYPICAL GLASS TYPE 'A' 1/8" HEAT STREN'D GLASS .015" URETHANE ADHESIVE _070" INTERLAYER 'SAF -GLAS' POLYCARBONATE BY SECURITY `IMPACT GLASS' .015" URETHANE ADHESIVE 1/8" HEAT' STREW!) GLASS 5N m GLASS TYPE 'B' GLAZING OPTIONS a co o 3/16" HEAT STREN'D GLOSS 1/2° HEX STEEL TIP .060" INTERLAYER SAFETY PLUS POLYESTER BY 'GLASSLAM' .010" 'PET FILM THRESHOLD BOLT .060" INTERLAYER SAFETY PLUS POLYESTER 3/16` HEAT STREN'D GLASS GLASS TYPE 'C' HINGES: EXTRUDED ALUMINUM BUTT HINGE 1/8' THICK AND 7-1/2" LONG WITH 5/16" STAINLESS STEEL ROD AT EACH LEAF JAMB STILE ONE EACH AT 10 -5/8" FROM TOP & BOTTOM AND ONE AT MIDSPAN LOCKS: OPTION #1 STANDARD STEEL DEAD BOLT LOCK BY KWIKSET/WESLOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 41 -3/4" FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB BY HARLOCK /WESLOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 34 -7/8" FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE. (FLUSH BOLTS AT TOP & BOTTOM OF ACTIVE AND INACTIVE LEAFS TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING) D0 MF 3 POINT OCK SYSTEM BY 'G —U HARDWARE INC.' WITH METALLIC SURFACE MOUNT HANDLE AT ACTIVE LEAF LOCK STILE, 35 -1/2" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB: TURN ON INTERIOR MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF IN— ACTIVE LEAF LOCK STILE. GLAZING ADAPTER OPTIONS Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE 16557 CAN. 3538 JAN 3 0 200? PRODUCT RENEWED as cosaMog wllydaNadia SaidlagCode Acce*oao•D*6C4 .O3 Expiration Deft Spa o32e- t2.. ay lc 1. L�..c.K..L Db• isioa. 0 m 0 m O 0 J II. 0 U 800 ALUM FRENCH DOOR W/ SID W P C 0 a U N m v po 0 0 S co a W 0 a 0 a, a, L c O o O • m U 0 ri 0 a O O n 0 0 • O is a drawing no. WO1 -64 c L U, • • •.• • • • 000 •0 •• • • • •• •• • • • • • • • • • • • i • • • • ••• • • • • • • ••• • • • • • • •• • • • • 18• • • • • • ! i• • . d, • • • • ••• TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • • • r; 2 d #10 X 3/4" PH SMS AT 4-3/4" FROM ENDS AND 14" O.C. MAX. SIUCONE SILICONE i TYPICAL ANCHORS SEE ELEV. FOR SPACING STATIONARY UNITS 0 w x iS J TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING 6b OPERABLE UNITS TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI —DADE COUNTY APPROVED MUWON & MULLION ANCHORS SEE SEP ;.TE NOA ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING a, mama REOSIVID sullfren with YsNNW Baidlag Cade Ammtplame Net o1- 12Z�>03 Np6110at+Mtt ,Tfp105.24) I i7Ufn 1. LLL.1A..L • TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY YALE OGRON MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 114" TAPCONS BY 'ELCO' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 514 SMS OR SELF DRILLING SCREWS INTO METAL STRUCTURES - 25TEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) OPTIONAL SILL (FOR STATIONARY OR OPERABLE UNITS) #14 SMS OR SELF DRILUNG SCREWS INTO DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD SINUCTURE = 1" MIN. INTO METAL STRUCTURE = 5/8" MIN. SEALANTS: FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED' SILICONE. Engr. OR. HUMAYOUN FARO 3TRUCiURES FA. PE 16557 C.A.N. 353a JAN 3 0 200? C Cr) Cr, CC (305) 883 --1309 0 N .> L c 0 n v N O 0 B S z 0 a 0 S J UPDATED FOR 2004 FBC REV. PER BCCO COMMENTS .0 O CO G 0 +� 0 .•i a+ 6 N N 'a co U 0 n 0 O O C scale: 3/8' 1' a 5 drawing no. WO1 --64 (sheet 4 of 8 a • /� . -. • / . • . • . • • , . • • • • • • . • • • • s W . • • ... • • c. . • • • D.L OPG. 1BY WOOD BUCK EXTERIOR TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. ACTIVE LEAF — INACTIVE LEAF 3 POINT LOCK SYSTEM 3 POINT LOCK ON ACTIVE LEAF OPTION \ / TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM SPACE Y WOOD B WOOD STRUCTUR Envy. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE if 15557 CAN. 3533 ,//--------- JAN 3 0 2007 Paoauct RENEWCO ag cm** with at fralding Cade Th4 Acceptance Nrede-/ Z21. a 3 F-Vint kW 13, S4 LL hUmi Diwiska drawing no. W01 -64 (sheet 5 of 8 • • ••• • • • ••- •• •• • • • •• •• • • .•• • • .250 � IPPII COMP— ANL \W01- 64Y0 )� . 4.000 °1 .070 TYP. ITEM PART READ. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS • • 4• • • • • • • ••• • • 1..._: .110.. 1 YE -8328 1 DOOR FRAME HEAD 6063 -T6 - 1 800 • • ••• • • • • • • • • • ' •,, .• • • • • •, • ••• 492 1 . •. • I_� 2 YE -809 AS REOD. SIDEUTE FRAME 6063 -T6 - AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL. (305) 2048100 FAX. (305) 202.6978 .121 .969 -761 3 YE -810 1 THRESHOLD 6063 -T6 - - 3A - 1 OPTIONAL THRESHOLD 6063 -76 8 J ••• • 615 • • • • • • .090 �- .625 4 YE -808 AS REQD. SIDEUTE - MULLION 6063 -T6 - Q -- 1.7541.365 - -1.547 5 YE -811 AS READ. FRAME JAMB 6063 -T6 • • 535 1.480 • • • • • • • • ;jDEI=Tf; FIT 61 ; • • • ••• .. O PRESSURE PLATE -� 6 YE -801 2/ LEAF DOOR LEAF SILL & HEAD 6063 -T6 - 6 DOOR FRAME HEAD - 1.718 -.513 7 YE -803 1 DOOR LEAF JAMB - HINGE SIDE 6063 -T5 - 8 YE -802 1 DOOR LEAF - LOCK SIDE 6063 -75 - 152 ® �I-1.594-�1 )I .513 r 8A YE -837 1 DOOR LEAF - LOCK SIDE (3 POINT LOCK) 6063 -T6 - 7 314 •973 // 1.217 .9� 3 9 YE-831 2/ LEAF SNAP CAP FOR DOOR LEAF & SILL - 6b63 -T5 - SNAP .470 062 12 OGLAZING r--' 1.514 10 YE-816 AS REQD. COVER PLATE 6063 -75 - - 062 -1.494 CAP La d P ( -.050 .050 U -d- 12 YE -824B 4/ LEAF GLAZING CHANNEL - •6 1.087 Fes- •481 7 3 14 CHANNEL Ext. GLAZING LEG INT. 13 YE -835 AS READ. EXTERIOR GLAZING LEG 6063 -TS - GLAZING LEG 14 YE -833 AS READ. INTERIOR GLAZING LEG 6063 -T5 - t-- 1.750 -1 1 16 YE -602 AS READ. WOOL FIN WEATHERSTRIPPING (.187 X .260) - ULTRAFAB ( ) ' 17 19 YH -622 YH -615 AS READ. 1 BULB WEATHERSTRIPPING (.198 X .260) LOCK SET BY HARLOC OR WESTLOCK - TEAM PLASTIC - SERIES 1800 ALUM FRENCH DOOR W/ SIDEUTES (LM.I.))I YALE OGRON WINDOWS AND DOORS INC.' 8130 N.W. 74TH AVE. MEDLEY, FL. 33166 TEL. (305) 887 -2646 FAX (305) 883 -1309 - .078 4.249 0 r__ 2.281 2.125 3.749 b. 20 114-610 AS READ. FLUSH BOLT BY DELTA IND. ZINC DIECAST 1.568 L_,1365 21 - 3/ LEAF BUTT HINGES. AT 10 -5/8" FROM ENDS do MIDSPAN ALUMINUM WITH SS PIN 22 YE -805 4/ L EAF PRESSURE PLATE -TIE ROD 6063 -75 2 -1/2" LONG .535 -I .750 - ______L 23 YH -630 2/ LEAF 3/8" DIA. THREADED ROD STEEL - 4.156 -F 4.000 24 - 1/ LOCK ST. REINFORCING TUBE. FULL LENGTH OF PANEL ALUMINUM 1 -1/2" X 3" X 1/8" .078 .O78 •130 • • r1l .703 � .632 --.4 o TOP /BOTTOM RAIL I-1.656 Q SIDE UTE JAMB O DOOR 1.500 FRAME JAMB I 4.158 .078 _j .663 1.812 2.125 PRODUCT RENEVIR.D a wit tint !Ys .1N22�j0 3 1s�,�, � I Z �K � o (revisions: )1 0300Y V9 31LLS )1001 uoildposap UPDATED FOR 2004 FBC NO CHANCE THIS SHEET -� 695 2.115 .110 7 1.500 1-1- 125 4.280 O .HINGE STat €... _...... _ .. (5) #10 -24 X 1/2" FIi MS STAINLESS STEEL (THREAD CUTTING) 4.158 .078 540 .078 -� l rt �� 1.672 1 `J 4 2.116 4.000 03 THRESHOLD ° o ° ° �1- iI {�■ iii O w+ G °o q h O �? ° a.2so ® LOCK STILE c m 11111 �� ` 0 -; 2.11s 110 c r� j o B O1V . - m ■ e o "' dr. by: HAMID ehk. by 4.189 070 .�, 1.500 Engr. DR. HUMAYOUN FAROOQ STRUCTURES F1 A PE # 16557 CAN. 3538 JAN a 2007 1.834 2.124 I ril o 500 � .078 `� drawing no. [ wo i -64 .450 4.000 4.862 »A LOCK STILE (FOR POINT LOCK OPTION) YH- 652/653 HINGE O OPTIONAL THRESHOLD (sheet 6 of 8 • • •.• • • • ••• __ ■ .. ■■ • ■ • • • ■ • • • • • • • • ••• • • • • • • • • • • • • • ••. • • • • ••• • • ••• • • •■• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •' • • • • • • • • • • • • • ••• • • •• •V• •• • • • • • •• • • • • • • •• • (4) #10 X r PH SMS FRAME UPPER CORNER FRAME LOWER CORNER 3/8" DUl STEEL THREADED ROD FULL LENGTH PRESSURE PLATE 2 -1/2" LONG 3/8" NUT AT EACH END OF ROD • DOOR LEAF CORNER Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE 1} 16557 C.A.N. 3535 JAN 3 0 2007 pmemprmaximuo as canybing w it Pk Mated& _2 AccessateNeor:- nz1.63 z oZ 1: W Q2 ow M C O 3 Q 2 LI o b• 'a c $ o ti O < Iar ; U. IL II -O Jaya et J r a, N N m M d 3 JZ 2 0 U L c 0 U ao W FAX (305) 883 -1309 C O Q `0 a, O •0 UPDATED FOR 2004 FBC NO CHANCE THIS SHEET 0 co '0 N 0 N a ID U 0 Expiration Date Zit W M 2017--(s--' C 8y ‘tL44 1 , is..c tia. 0 0 dr. by: HAMIO drawing no. W01 --64 sheet 7 of 8 ALL TUBE MULLIONS TO BE ALLOY 6063 -T6. MUWONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPER ES ONLY NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION (REV. 2005) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPUCABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 20018.4 (SUPPLEMENT 2005). MUWON SYSTEM IS RATED FOR LARGE MISSILE. IMPACT. AND CAN BE USED WITH ALL. :MIAMI -DADE COUNTY APPROVED IMPACT AND NON - IMPACT RESISTANT PRODUCTS. INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MUWON AS PER PRODUCT APPROVAL SPECIFY MAXIMUM SHIM SPACING. USING GRAPHS ON SHEET 2 SELECT MUWON SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 4, AND ANCHOR GRAPHS STEP 6 ON SHEET 3, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. MULLION CLIP (YE -65) (6063 -T6) (ALT. TO ANGLES) CLIP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MULLIONS. MULUON CUP (6063_75) (ALT. TO ANGLES) CLIP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MUWONS. .125 � 7°r 1413 MULLION CLIP (6063 -T5) CUP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MUWONS. (NO SIDE FASTENERS REQD.) .125 r_"718 1.613 MULLION CLIP (6063 -75) CUP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MULLIONS. (NO SIDE FASTENERS READ.) UC[ 2.000 2.000 -! ANGLE CUP (6063 -75) Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA PE 16557 CAN. 3538 AUG 0 2006 z C9 zo 0 F�1 I- <i 2 o O tY a. 0 to U w O ZWI+)O C z 5a <� 0 13- Rr'tnm0N ne4 ix 3 172 Cr? WwN In 5 z W��21W ci Z' i v Tn z O J J 2 m D I- ALUMINUM FAX (305) 883 -13 z 0 UPDATED FOR 2004 FBC in N 0 N 0 0 C 4 m n .-1.. t, I drawing no. M95 -06A (sheet 1 of 4 LL w 0. 0 ❑ J Z 0 H to w 0 U- Cl) CL ate, ❑ CO J zm caN H DO LLI IS) m MULLION LOAD CHART 'i m Nom 1 "xi2, .14/8" TUBE 2 "x4 "x1 /8" TUBE Eng mom tiff - T;6 YM1X2 III ■"i■, 6 MEEMMMUMWM M \\iEm an 1 "x3 "x1 /8" TUBE 6063 -T6 YMIX3 iM N Naiii►iNM I I mamemmmwm M EM \\ M massimmAsiON 1Rtlmi�ii AMINVOINII Is) R ENEMEIE ... • a-3/: 111111 111 0— / : - • nitlatill--- 11111 mmmmmmmmm :vmmai =I '�i►!,''!'_ mum mmm uIiiflI mmm_ .._ II EN NM MM iEi1W" 0 NR5k11 20 30 40 EL. SO MEM NM NE 1 1111 1111 60 X111 114 70 1111 He i9 m U) TRIBUTARY WIDTH - INCHES MULLION LOAD CHART m Mi\E °ii\\ii ii� l m mm ►\ EE v\\ i�■ M\\iia m - 1 / m mimiEmiim \it M R 20 30 40 50 60 70 RI TRIBUTARY WIDTH - INCHES U) Er) 151 a. w ❑ a D' O 19 zm 0 w H� W o 0 m MULLION LOAD CHART VERTICAL 2 "x4 "x1 /8" TUBE MUWON GLAZING PRODUCT III ■"i■, 6 PRODUCT M \\iEm an 1 "x3 "x1 /8" TUBE 6063 -T6 YMIX3 iM N Naiii►iNM I I M M EM \\ M M N a-3/: 1 0— / : - • nitlatill--- 11111 mmmmmmmmm '�i►!,''!'_ mm II EN NM MM iEi1W" iM••M• MEM NM NE M MUMMER ME MEi =tiREM MEN MM NEM 20 30 40 SO 60 70 81 TRIBUTARY WIDTH - INCHES U) Er) 151 a. w ❑ a D' O 19 zm 0 w H� W o 0 m MULLION LOAD CHART TRIBUTARY WIDTH - INCHES MULLION LOAD CHART EMEMMW MM2“- x 6- TUBE ism■mi 1/ EMOE M ME E M 6063 -T6 YM2X6 ■MI ity �1 \N \OINME E ME E MEUNNRN EMU R M NL NRWM .,'■-■,■MN- • , M■` �MI U . 1220- ■ 20 30 40 50 60 70 8i TRIBUTARY WIDTH - INCHES U, 0. n IS) MULLION LOAD CHART U, C*1 MOMEM MIENIMEENMEM MliliIEEEMHi MINIMMEIMMEMEME 111=111111 mmmummomm. IMMEMEIRINEEM MMEMEMMEMMN MEMMEMMENNM NIENIMEMMINMENILI MENMEMMEMIIM MMEEMMENMEM MEMMEMMENEM MNMUMMEMMEN MUMORMIMENSIMM 1 "x4 "xl /8" TUBE 6063 -T6 YM1X4 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES W2 ANCHORS TYPE A.S. OR C VERTICAL MULLION SPAN MUWON GLAZING PRODUCT GLAZING PRODUCT MUWON SPAN 1 "x3 "x1 /8" TUBE 6063 -T6 YMIX3 a-3/: 1 0— / : - • nitlatill--- 11111 mmmmmmmmm '�i►!,''!'_ mm II EN NM MM iEi1W" iM••M• MEM NM NE M MUMMER ME MEi =tiREM MEN MM NEM 20 30 40 SO 60 70 81 TRIBUTARY WIDTH - INCHES MULLION LOAD CHART EMEMMW MM2“- x 6- TUBE ism■mi 1/ EMOE M ME E M 6063 -T6 YM2X6 ■MI ity �1 \N \OINME E ME E MEUNNRN EMU R M NL NRWM .,'■-■,■MN- • , M■` �MI U . 1220- ■ 20 30 40 50 60 70 8i TRIBUTARY WIDTH - INCHES U, 0. n IS) MULLION LOAD CHART U, C*1 MOMEM MIENIMEENMEM MliliIEEEMHi MINIMMEIMMEMEME 111=111111 mmmummomm. IMMEMEIRINEEM MMEMEMMEMMN MEMMEMMENNM NIENIMEMMINMENILI MENMEMMEMIIM MMEEMMENMEM MEMMEMMENEM MNMUMMEMMEN MUMORMIMENSIMM 1 "x4 "xl /8" TUBE 6063 -T6 YM1X4 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES W2 ANCHORS TYPE A.S. OR C VERTICAL MULLION SPAN MUWON GLAZING PRODUCT GLAZING PRODUCT MUWON SPAN TRIBUTARY WIDTH - INCHES U, 0. n IS) MULLION LOAD CHART U, C*1 MOMEM MIENIMEENMEM MliliIEEEMHi MINIMMEIMMEMEME 111=111111 mmmummomm. IMMEMEIRINEEM MMEMEMMEMMN MEMMEMMENNM NIENIMEMMINMENILI MENMEMMEMIIM MMEEMMENMEM MEMMEMMENEM MNMUMMEMMEN MUMORMIMENSIMM 1 "x4 "xl /8" TUBE 6063 -T6 YM1X4 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES W2 ANCHORS TYPE A.S. OR C W1 ANCHORS A.B. OR C W2 ANCHORS TYPE AB, OR C HORIZONTAL MUWON GLAZING PRODUCT VERTICAL MULLION SPAN MUWON GLAZING PRODUCT GLAZING PRODUCT W1 ANCHORS A.B. OR C W2 ANCHORS TYPE AB, OR C HORIZONTAL MUWON GLAZING PRODUCT --A_ GLAZING PRODUCT ANCHOR DETAIL #1 GLAZING PRODUCT I ANCHORS A,B, OR C 3 MUWON SPAN TRIBUTARY WIDTH = W1 + W2 2 TYPICAL MULLION ARRANGEMENTS Digo* Cob Accoptoiere No 1 ''0 .11 I Prodoa Como* Engr. DR. HUMAYOUN FARGO° STRUCTURES FLA PE # 16557 CAN. 3538 ,r z m o m Z W I O N O N acc c.; 0) 0 a IX 001 r U W 0,z > 0 M0) Vaal ci 0N- wWAe W F (305) 883 -130 w D z_ 0 J C 0 0) m C 0 a v ai m 0 UPOMTEO FOR 2004 FRC T S b° 0 m 0 a a 5 5 9 5 Y U drawing no. M95-06A (sheet 2 of 4 J 0' m 1s) Lf) m . .A CHOR.LOAD..CHART l■ISU�N�I " • Nui� ' il �4NCHORS TYPE A YANCA IMMINIONIO . ... 11 ANCHORS A,B, OR C cv 'a MULLION SPAN o •51r • e i ••. GLAZING PRODUCT S1 1 1 ED " i NO Mittlidittillgi 111111 KIM ■lommi ng SF AN Men Ill MIN NM INNIMININIKEI \ \\\ \LIIIMMII II 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES ANCHORS TYPE A.B, OR C W1 ANCHORS A,8. OR C W2 CO 19 LL_ U) 0_m 0 Qisa 0m Z m H U) U ID 0 ANCHORS TYPE A,8. OR C ANCHOR LOAD CHART to ANCHORS TYPE B YANCB „ jw lws 20 30 40 S0 60 70 80 TRIBUTARY WIDTH - INCHES HORIZONTAL MULLION GLAZING PRODUCT te; VERTICAL MULLION SPAN 11 ANCHORS A,B, OR C cv 'a MULLION SPAN o MULLION GLAZING PRODUCT GLAZING PRODUCT 1 W1 ANCHORS A,8. OR C W2 CO 19 LL_ U) 0_m 0 Qisa 0m Z m H U) U ID 0 ANCHORS TYPE A,8. OR C ANCHOR LOAD CHART to ANCHORS TYPE B YANCB „ jw lws 20 30 40 S0 60 70 80 TRIBUTARY WIDTH - INCHES HORIZONTAL MULLION GLAZING PRODUCT • GLAZING PRODUCT A. ANCHOR DETAIL #1 GLAZING PRODUCT 11 ANCHORS A,B, OR C cv 'a MULLION SPAN TRIBUTARY WIDTH = W1 + W2 2 TYPICAL MULLION ARRANGEMENTS ANCHOR LOAD CHART tU Z 0 L9 H CO U) U 0 N LO S0 S/ mmormiumemmin ii ANCH YANG 0 4. T 40 S0 60 70 80 IBUTARY WIDTH - INCHES Gib FOR ANCHORS DESCRIPTION SEE SHEET 4 OF 4. MIN. EDGE DISTANCES FOR ANCHORS: INTO CONCRETE AND MASONRY = 1 -7/8” FOR 3/16° TAPCONS = 2 -1/2° FOR 1/4" TAPCONS INTO WOOD STRUCTURE = 3/4" FOR 3/16° TAPCONS = 1° FOR 1/4" TAPCONS INTO METAL STRUCTURE = 3/8" FOR ALL ANCHORS MID= mamma scosipn iDrdda 11 1 �! u MesperacePle I' Enr. DR. HUMAYOUN FAROOO STRUC URES FLAC. PE # X 16557 AN. 538 z 0 O ° d ) O• � as 00 4 U3 w:2)� CD 0 a O a. N - N O J ^ W f� M ?�.. .2I- I 2 N Z N -I ' 0 0 J 2 LUMINUM TUB c 0 0 c c O a b UPDATED FOR 2004 FBC a co co V C 0 N 0 a a_ drawing no.1 [M95 —O6Ai (sheet 3 of 4 ANCHORS TYPE 'A' •• • ••• • • •.. 2X2X1/6' ALUM ANGI • • • • 14 M. • • • 2/ A'4 • �=.f'• • • • • I - MULLION - MULLK)N 2X2X1/8" AWN ANGLE - 2-5/8" LONG • ••• ° • 3/16'0 TAPCON • O 28Y BUCKS 1 -3/8" MIN. WOOD EMBED • n 1/ ANGLE .•° ••• • • • • • i4. :3/16" 0 TAPCON . •• THRU BY BUCKS INTO MASONRY • 1 -1/4" MIN. MASONRY EMBED al/ ANGLE 18Y OR 2BY WOOD BUCK 4•' 4 Z S fY � 4 MULLION 2 X 2 X 1/8' ALUM ANGLE 14 S.MS. 2/ ANGLE r 1.500 0 0 a -J MIN. O PRELAST4CONC. a • SILL • ,d NOTCH ANGLES TO MISS MARBLE SILL OR TRIM e . 4a . ° 4 d. 3/16' DIA. TAPCON 9-1//' MIN. EMBED 1/ ANGLE 2X2X1/8" ALUM ANGLE 14 S.M.S. 2/ ANGLE ANCHORS TYPE 's' 1/4" 0 TAPCON 44 INTO WOOD STRUCTURES 1 -3/4" MM. WOOD EMBED 2/ ANGLE 1/4" 0 TAPCON • THRU 18Y OR 26Y BUCKS INTO MASONRY ° 4 1 -1/4" MIN. MASONRY EMBED 2 /ANGLE o. 00 Z cV � r MULLION -MUWON 18Y OR 2EY WOOD BUCK 2 X 2 X 1/8" ALUM ANGLE - 2-5/8' LANG -r 1 d • 0 . OZ 0 N 4 ANCHORS TYPE 'C' 2 X 2 X 1/8" ALUM ANGLE , j_________ P 14 S.M.S. �� 3/ ANGLE I ■ 4 d ° CONCRETE OR CONC. FILLED BLOCKS NOTCH WOOD BUCK TO ACCOMODATE CUP .ANGLE TO MASONRY 44 MUWON MULLION •1/4" 0 TAPCON 1 -1/4" MIN. EMBED 2/ ANGLE 2 X 2 X 1/8" ALUM ANGLE 3-5/8" LONG O O O #14 SMS SEE CHART FOR QUANTTIES TUBE MUWON 1/8• THICK ALUM CHANN LENGTH TO FTT SNUG INTO MULLION 114 X 1 -1/2" SMS OR 114 X 2 -1/2" SMS SEE CHART FOR QUANTITIES ANGHOR1 NO. OF CHART ISCREWS TYPE A I 2 TYPE 8 1 3 TYPE C ! 4 TUBE MUWON ANCHOR DETAIL #1 METAL TO METAL CONNECTION 14 S.MS. OTY. AS PER TYPE A, 8 OR C LMUWON 1/2' MAX. ONE PIECE CLIP ALTERNATE TO ANGLES ALL CASES WOOD BUCKS NOT BY YALE OGRON MUST SUSTAIN LOADS IMPOSED. Envy. DR. HUMAYOUN FAR000 STRUCTURES RA PE # 16557 CAN. 3538 Weft 0116 Aimpbtioe 'DS.(/ Elikeloa tz:r 0 4- U CD T .0 C o.Q q 0 an 0 r 1M95-06A1 drawing no. (1/4sheet 4of 4 • •• • • • • • • • • •• •• • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• • • ••• • • ••• • • ••• • • • •• • • • FAWE MUt1flNS • • • • • • • €URFACE APPUED g• MAX' • • • • • • • • • OPTIONAL • s • • ••• • • FROM ENDS ••2. .j1 •••1 I -= I • ▪ • • • • • • • • ••• ••• II 11 11 II 11 11 II n 11 II II it 11 11 „ 1 II II I II II I II //ilk/ X11 TI ;F== == al== = = =—Ir li II 11 1I 1 11 I 11 O' ' 11 12- MAX. HEAD /SILL 3 3 109 3/4" D.L OPG. 114" WINDOW WIDTH TYPICAL ELVVATION TESTED UNIT WINDOW WIDTH a WINDOW WIDTH 3 WINDOW WIDTH WINDOW WIDTH 3 WINDOW WIDTH 11; ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. 3 IMPACT VIEW ALUMINUM FIXED WINDOW DESIGN LOAD RATING 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 APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING APPROVED MULLIONS. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. 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 CONDTITONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. Engr oR. UMAYOUN FAR= STRUCTURES SCAN _11557 8 l� JAN 3 0 2004 J �+ W T O N E.4 8 N • L CD c.n V n $ o « 4. 00. N- co ,!) drawing no. W03 -39 (sheet 1 of 4 • • ... • .. OS • • • • • • • • • • • ... • • • • • ... • • • • 0• . .. . • • • • • • • • • • • ... .' .DFiSi9N Loio c,4PACITY• : rst WINDOW DIMS. WINDOW DIMS. :1 (LA€ .T1PE 4b' (BIAS;,° �:YPt :� GLASS TYPE 'C' WIDTH LENGTH EXT. t4) INT _ 4 -) Ei ( +) NT, Z-) EXT. CO INT, C -) 36' a2" 48" 54' 80" 66" 72" 48" 50.0 50.0 66.7 68.7 80.0 80.0 MD • •50.0 ,p7.1,.. 57„t 50.0 80.0 50,0 :.:840 :: SQ.o;. op 60.0 80.0 50A ::5d0 :: s.0: 504 80.0 80.0 50.0 " "5o.J • 58.0" ` ` o 80.0 80.0 50.0 50.0 50.0 50.0 80.0 80.0 50.0 50.0 50.0 50.0 80.0 80.0 36" 42' 48" 54" 60" 86" 72' 80" 50.0 50.0 68.7 66.7 80.0 80.0 50.0 50.0 57.1 57.1 80.0 80.0 50.0 50.0 50.0 50.0 80.0 80.0 44.4 44.4 44.4 44.4 80.0 80,0 40.0 40.0 40.0 40.0 80.0 80.0 40.0 40.0 40.0 40.0 80.0 80.0 40.0 40.0 40.0 40.0 80.0 80.0 36' 42' 46" 54" 80" B6" 72" 72" 50.0 50.0 66.7 66.7 80.0 80.0 50.0 50.0 57.1 57.1 80.0 80.0 50.0 50.0 50.0 50.0 80.0 80.0 44.4 44.4 44.4 44.4 80.0 80.0 40.0 40.0 40.0 40.0 80.0 80.0 36.4 36.4 36.4 36.4 72.7 72.7 33.3 33.3 33.3 33.3 86.7 66.7 36" 42" 48" 540 600 66" 72" 84" 50.0 50.0 66.7 66.7 80.0 80.0 50.0 50.0 53.8 53.8 80.0 80.0 45.1 45.1 45.1 45.1 80.0 80.0 40.3 40.3 40.3 40.3 80.0 80.0 40.0 40.0 40.0 40.0 80.0 80.0 - - - - 72.7 72.7 - - - - 88.7 86.7 38" 42" 46" S4" 80" 56" 96" 50.0 50.0 84,8 84.8 80.0 80.0 48.1 48.1 48.1 48,1 80.0 80.0 39.1 39.1 39.1 39.1 78.1 78.1 34.3 34.3 34.3 34.3 68.5 68.5 - - .- - 75.6 75.6 - - - - _ 71.1 71.1 36' 42' 48" 54° 80" 114" 50.0 50.0 61.4 61.4 80.0 80.0 43.3 43.3 43.3 43.3 80.0 80.0 33.5 33.5 33.5 33.5 67.0 67.0 - - - - 56.4 56.4 - - - - 60.8 60.8 - 36" 42" 48° 54' 120" 50.0 50.0 80.2 50.2 80.0 80.0 42.4 42.4 42.4 42.4 80.0 80.0 - - - - 64.6 64.6 - - - - 53.7 53.7 36" 42" 48" 132" 50.0 50.0 57.6 57.6 80.0 80.0 - - - - 80.0 80.0 - - - - 61.5 61.5 36" 42" 144" 50.0 50.0 55.0 55.0 80.0 80.0 - - - - 79.8 79.8 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE 18' GLASS TYPE 'C' WIDTH LENGTH EXT, ( +) INT. < -) EXT. ( +> INT, C -) EXT. <+) INT. C -) 19 -1/8" 26-1/2' 37" 53-1/8" 26' 50.0 50.0 80.0 80.0 80.0 80.0 50.0 50.0 80.0 80.0 80.0 80.0 50.0 50.0 80.0 80.0 80.0 80.0 50.0 50.0 80.0 80.0 80.0 80.0 19 -1 /8" 26 -1/2' 37' 53-1/8" 38 -3/8" 50.0 50.0 _ 80.0 80.0 80.0 80.0 50.0 50.0 80.0 80.0 80.0 80.0 50.0 50.0 64.9 64.9 80.0 80.0 50.0 50,0 62.5 62.5 80.0 80.0 19 -1/8" 26 -1/2" 37" 53 -1/8" 50-5/8" 50.0 50.0 80.0 80.0 80.0 80.0 50.0 50.0 80.0 80.0 80.0 80.0 50.0 50.0 84.9 64.9 80.0 80.0 47.4 47.4 47.4 47.4 80.0 80.0 19-1/6" 26 -1/2' 37° 53 -1/8" 63" 50.0 50.4 80.0 80.0 80.0 80.0 50.0 50.0 80.0 80.0 80.0 80.0 50.0 50.0 84.9 84.9 80.0 80.0 45.2 45.2 45.2 45.2 50.0 80.0 '19-1/8" 26 -1/2" 37" 53-1/8° 74 -1/4" 50.0 50.0 80.0 80.0 80.0 80.0 50.0 50.0 80.0 80.0 80.0 80.0 50.0 50.0 64.9 64.9 80.0 80.0 45.2 45.2 45.2 45.2 , 80.0 80.0 GLAZING BEAD OPTIONAL 3/16" ANN. GLASS .120 INTERLAYER UVEKOL -LlQ. RESIN 3/18" ANN. GLASS SILICONE PECORA 895 G.E. SILGLAZE II SCS2800 SCHNEE - MOREHEAD SM5731 GLASS TYPE 'A' 3/16" ANN. GLASS .090" 1NTERLAYER SAFLEX KEEPSAFE MAXIMUM 3/180 ANN. GLASS L W 114IE< WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. SILICONE PECORA 895 G.E. SILGLAZE II SCS2800 SCHNEE- MOREHEAD SM5731 GLASS TYPE 'B' GLAZING DETAILS #4iP" L •xralrom 3/16" HEAT STREN'D GLASS .090" INTERLAYER SAFLEX KEEPSAFE MAXIMUM OR .100" INTERLAYER SAF -GLASS POLYCARBONATE LAMINATE OR .120 INTERLAYER UVEKOL -LIQ. RESIN 3/18' HEAT STREN'D GLASS SILICONE PECORA 895 G.E. SILGLAZE II 5052800 SCHNEE - MOREHEAD SM5731 GLASS TYPE "C" Enj a 1W1S1/AYOUN FAQ STRUCTURES FIA PE # 16357 CA.N. 538 JAN 3 0 2004 C) 0 0 2 E C C r I drawing no. W03 -39 (sheet 2 of 4 • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• 9 • • • • ` • t11ICA1441NCHOIi4 • • • • •EE•ELEV.• FORA SPACING • • • • • • • • • • • 1BY &R 2BY_ • ••• WOOD BUCK • • •• • '• • 4, S • . S' • . • r •! • •e. • •• • •• • y , • • •4 •• Sig METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL : Fy a 36 KS! MIN. ALUMINUM : 6063 -T5 MIN. TYPICAL ANCHORS SEE ELEVS. FOR SPACING r! WOOD BUCKS NOT BY YALE OGRON, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. i wY; TYPICAL ANCHORS: SEE ELEV. FOR SPACING #14 SMS INTO 28Y WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD 3118" TAPCONS (ELCO TEXTRON) INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1-1/4" MIN. EMBED INTO MASONRY DIRECTLY INTO MASONRY • 1 -1/4" MIN. EMBED INTO MASONRY #112 DRILL F Ex__ OR SE:1 F DRILLING SCREWS INTO METAL STRUCTURES (1/8" MIN. THICKNESS) #10 SMS INTO APPROVED MULLIONS (NO SHIM SPACE) TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' SHIM MAX 1BY OR 28Y WOOD BUCK r -- D.L OPG. .:• 0 EXTERIOR WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING DADE COUNTY APPR,D MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING A eel TYPICAL ANCHORS SEE ELEV. FOR SPACING JAN 3 0 2004 drawing no. W03 -39 sheet 3 of 4 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• .755 1.354 • .6• 99 ▪ 1,011 : S. • • • • .045 • • • • • • • • • • • • • • ••• ,709 • •• • 1.346 • • L- 8,964 • ••• • • • • • • • • • • • • • • ••• •• Ilt • • • • �, • • • • • • • • • • • • • • • • • • • • ••• •• WINDOW FRAME GLAZING BEAD WELDED JOINTS AT CIRCULAR WINDOWS ITEM PART A QUANTITY DESCRIPTION MATERIAL MANP. /SUFFL R /REMARK$ 1 YE -88 4 WINDOW FRAME 8063 —T5 — 2 YE -1405 AS RECD. GLAZING STOP (OP11ONAL) 8083 —T5 — 3 YE -818 4 COVER PLATE 8083 -75 — 4 YH -1483 4 FRAME CORNER KEY 8083 —T5 — 5 YH -622 AS RECD. GLAZING VINYL VINYL SULLIVAN 8 YF -10 2/ CORNER FRAME ASSEMBLY SCREWS - #8 X 1" PH SMS CIRCULAR WINDOWS A TIT. CORNER DETAILS BRIA 1,4firtak NOM iL"S.%771IS#7 NOM D Re RECT. OR SQUARE WINDOWS Env. 61 HUYAYOUN FAR STRUCTURE FLA. PE 18557 C.N. 3538 JAN 3 0 2004 f 0. 0 v 0 a w x a 2 2 d O 8 0 =F=-M a0 I—v3 go drewing no. W03 -39 (sheet 4 of 4