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WS-07-241s Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 05/31/2007 Inspector: Grande, Claudio Owner: MORRIS, BERNADETTE Job Address: 1066 94 Street NE Miami Shores Village, FL Project: <NONE> Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050120120 Block: Lot: Contractor: PREMIUM WINDOW INSTALLATIONS Phone: (305)266 -4515 Building Department Comments REPLACEMENT WINDOWS & DOORS Passed v)) Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. JUN 0 1 2007 Inspector Comments Wednesday, May 30, 2007 Page 2 of 2 Miami Shores Village lazmcwq Building Department FB 1 2.2007 !J 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING 0 fali Permit No. CC Q7 24/ PERMIT APPLICATION ' Master Permit No. FBC 2004 Permit Type (circle): Owner's Name (Fee Simple Titleholder) ( /j 7 L/ t1 ftne/tfreet-perigeot473c5 - 7 77 7,(,‘ 5 r Electrical Plumbing Mechanical / Roofing Owner's Address O /y City l /ffrif. . State F/0-7 /r74 Zip 3 /32 z9" - - . Tenant/Lessee Name Phone # Job Address (where the work is being done) /06(:, c 74/-14 z•75.2-24--t, City Miami Shores Village. County Miami -Dade FOLIO / PARCEL # l ° 3 = _ 0.5"-- 0/ ; -0120. Is Building Historically Designated YES NO Zip 53f3 -2 % V5, . Contractor's Company Name Contractor's Address 3,� / C-0 t4 S7?. ee t City /�,�1, State /47:19:V/01' Zip 5..?/.55 Qualifier Name 4,t) gr� 4 Phone # 305 - ,1.6 4 -5 State Certificate or Registration No. Certificate of Competency No. 7723/..S 0 C) l 66 . /a,44 11,(/74,64 Phone # O• ° 266 - <7°57 Architect/Engineer's Name (if applicable) Value of Work For this Permit $ ,32, 3 25 •J 6o Type of Work: []Addition Describe Work: Phone # Square / Linear Footage Of Work: 5P6 s ❑Alteration N New 1 t Repair/Replace 0 Demolition S O®kr57. ************************************yees*** ********************** **************** [n Submittal Fee $ Permit Fee.$ CCF $ .50 CO /CC Notary $ Training/Education Fee $ &I. (©D Technology Fee $ 13 •67 Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ (Q• 1 1 See Reverse side —÷ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for . the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not approved and a reinspection fee will be charged Signature The for . ans'trument }g A c day of �G 2ti °L. P who is 13'1`14 MY Comnissil� .,....... iow� rod • t NOTARY PUBLIC: Sign: Print My enti ' cation and who did take an oath. LUIMAR MARTINEZ "RV ......... r" v'= , r Pubic - State of Florida wir `'My Commission Expires D500658 APPLICATION APPROVED BY: (Revised 02/08/06) Signature The foregoing instrument was acknowledged before me this 2-2- day of , 20 06 by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign* Print My ********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning 111111111111 11111 11111 11111 111111111111111111 CFN 2.007R(.71172 834113 OR St: 25462 Ps 3301; (1vs) RECORDED 03/20/2007 09:50:31 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO TAX FOLIO NO. STATE OF FLORIDA COUNTY OF DADE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 1. Legal description of property and street address: /06 6, /J v /dl.f�l L l 3 3/ 2. Description of improvement: P9446,02_24 e47? e 3. Owner (s) name and address: 8 eR n 4d Sze /15 9� S 14 Acuff' T✓ 3313 ' Interest in property: Name and address of fee simple titleholder: 4. Contractor's name a9d address: l' Q 2.Cd CV At S. Surety: (Payment bond required by owner from contractor, if any) STATE OF FLORIDA, COUNTY OF DAIS Name may; I HEREBY CERTIFY that thi. �Y o-,• oy of the Amount of bond: $ origin 6. Lender's name and address: »fit ,L) IL)' ,, fx3C[�S 33/s5" -7a zr .5LtJ 7. Persons within the State of Florida designated by Owner upon whom nod (1) (a) 7., Florida Statutes: Name and address: 81n addition to himself, Owner designates the following person (s) to receive a copy of the Lienar's Notice as provided in Section 713.13 (1) (b) 7., Florida Statutes: Name and address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) Si of Owner Print Owner's Name ( a-nei d e --e_ MO izie l:.S Prepared by ?Eat. s C.t UPI- IL) i v, j LUIMAR MARTINEZ Address: -7 3f Sycl zi t i //AAA; Pan 104 01/13/2007 13:23 3052668145 PREMIUM WINDOW IRIA i� s9, `'!rproranwwn D �c�mm�E ' . :.. 4 +. 14n1, Florida3,3174 Tel : (3{ 5) 1i6A-:/01):: 'a.L(3v5)252 -6978 FEB 1 2 2007 BY:41e S *_.l'.i '.' ed cr d • aPci.supliliebyclient) ) L Client tl.' f GCi Z-F1 Tig PAGE 02/03 el h ' __:_ft. :_f, (see sketch below). Wind Speeds _. „ ifs 7. hind Standard : C ASCE7-9 0,0a 7 -93 C SCE 7-95 ASQCE 7— 02 ,. b. a Standard Building Code? 1999 Ed (Section 16095,2 for Buildllgs Less than 60 feet high win applicable) 8. Roof Slope : © Flat C Slope; Pitch /12, 9, Exposure : Cl Non Coastal ,Coastal' 10, Building Cr Other (Coastal,Exposure Applies with 1500 of ocean I or50 miles within ocean Iine for Std Bid Code Chat Length-6 7 ft. wigilhJ ) jf 11. Attach floor plan with shutter/ window, sizes eind. types, (Note: If maximum load used for all openings door plan in not requ 12. Building Category: Indicate if essential building like Hospital, Fire Station, Police Static Client Rep, Btctg. 60Pt, Bice}. (60F t. JAN 1 6 2007 Or. H..Faroo , P. . l 1A # 16557) 1235 S.W. CUSTOMER • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • • • AL- FAROOQ •;• 01 -15 -2007 87th. AVENUE MIAMI, FL. 33174 PH. 305 - 264 -8100 • • • •••• •• • :PREMIUM WI Oj? PROJECT : COLLIN MORR•I S• • • • • • • • • • ••• • • • • • • • ••• • • • • • • WIND LOAD ANALYSIS FOR tOMPONENBi; AND ALADDIN AS PER SPECIFICATION A-2 : ••• �• BUILDINGS WITH IMPACT $$.fl'47T01'� ; ••.• .• for, BASIC WIND SPEED V IMPORTANCE FACTOR I EXPOSURE CATEGORY MEAN ROOF ELEVATION H TRIBUTARY LOAD AREA A Kh = 0.89 Kd = 0.85 Kzt= 1.0 : 146 MPH : 1 : C : 19 FT. : 10 FT ^2 (TABLE 6 -3, P75) (TABLE 6 -4, P76) (TOPOGRAPHIC FACTOR) VELOCITY PRESSURE Qh= .00256 Kh Kzt Kd IV ^2 = 41.28 PSF GCp COEFFICIENTS (FIGURE 6 -11A, p57) ZONE 4 = +1.00 -1.10 ZONE 5 = +1.00 -1.40 GCpi COEFFICIENTS = + .18 - .18 (TABLE 6 -5 p49) DESIGN PRESSURE P = Qh(GCp - GCpi) ZONE 4 = + 48.7 PSF - 52.8 PSF ONE 5 = + 48.7 PSF .... 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D6f011O64 ■ T) YAtEODROlt }- 666at&MIND AM/ MOO NWPEFRAWS ffAYGLASS (MkPMERii•m MM41A2E5 ft) 70.0.10 •0.0 27"X77." • • IRR(IS .06651GSI Mi rk ct 1 1 Openi it of Win ding Department edule / Comparison Chart Product Acceptance fr7a_ (oo(. • ••• Address;/ /a 4j • • ••• •• •• • • • • • • • • • • ••• I. .O Product Approval Opening Desi Rough Opening II o Mil o Number esign Pressure ,a MIN '-,.PM/IIMEIRAIll Ef rr (i I' l J f �`' i l�C/ • - •. 0.0 GLIMMITAYMI MPaRMININI /0. 111 ( +) PSF () PSF 700/ -do 0i Flag 2 • 0 00 0. °a • 3 -D - /0. © I 0G ® ,g•:1 • 7r AO 0.0 I r 0. !0 . s r,. 0.0 Alp Y D 00 vs 0 F J • J, • essure • ( +) PSF ( -) PSF lie 7/652, ••• iZ4111•• • St • LZermit No. Snutter&equired • Mullion Required Yes o Impact Yes / Noo 6-4 • • • • •• 4/0 0 �i 10x iiiii�'�' 0I r rs r i�: �1 AI `y",.i r_ Nil•! 65. g Aznimmuiam Y^ /2k wa om,ELI n ega '' Gam' ,." 0 0 A/0 O /6JO4/ SI 0.5-0 /0. 0q .© ° '® • • 4 -0 /! �. 0.0 F7/ 65.2 • MEW 1� i a . temr rimorte: MIII J 0 .0 J 2, 0- A ..S 0�- 0.0 ,pro. 1 �1',l 1a ,- A 06 1.0 L.0 M g n' ,rte //', ! . O. ,_ s r 11WE VI' IMMIWOMMIL.Wro .0 iP I 0 0 M' AN / -+ / ►. 11-z z./ U ;l li li , '�f • % tO 5 -C 1 2.6 i U <bo y • -1 6 6.• 3 _0 .5:0 VIIFY y " ai %0 ? s 0 - • b Wiffniarfiiil IPMELlt, - 0 2 _ . ®- 0 .1 FIACTIMINVILIEM yi. v50 6/PP°, $og " if .N6 0 t?�it�l t' es- 0 NO Es' 0 AI 0 10 NC ea , c V0or /9 szei464 • 9 - 1614,,03 — /42 1G' . ©3 65. NP es� 4C/ �S. cs �0 Miami Shores Building Department • • .•. . •• •• • • • fl' t F /oe r, • . S.' • • • • ••• • • • . ••• • • • • • • • • • • • • • fi •... 44-4- 2 2 Product Approval Schedule / Comparison Chart Addresv40. p , •g ,gr.•• .'ermit No. 0 7- ZA1 j Opening Description of Window ll) or Door or Mullion .5/ Product Acceptance Product Approval Opening Desegn• Rough Openinr gh tes Required Number Design Pressure Pressure.' :.. Sigfe• ;. 'Os/SVo ( +) PSF ( -) PSF ( +) PSF ( -) PSF a2/6 et , _,• e ". 52.% '1 °° 6" /i Wier rari/Wri'404 11. MY Mullion Required Impact Yes / No . Yes / No X111 *4 i' *►.i>'.Jl0 MI AM l'DADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE p T mr amrfae ]'Il g CONTRACTOR LICENSING SECTION 6 /1 West 18- Street (305) 375 -2527 FAX (305) 375 -2558 Hialeah ,FL 33010 BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR ENFORCEMENT DIVISION (305) 375-2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: erles 1800 Aluminum French Door w-7Si elites mpact under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. FPTAisics,-■^O.: 01 -101 D EXPIRES: 01/03/2 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 01/03/2002 11s045000 I1pc20001ttemplateslnotice acceptance cover page.dot Internet mail address: postmaster @buildingcodeonline.com Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com Yale Ogron Manufacturing Co. Inc. ACCEPTANCE No.: 01- 1016.03 APPROVED: January 3, 2002 EXPIRES: January 3, 2007 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This Notice of Acceptance (NOA) approves an aluminum French door with sidelites, as described in Section 2 of this NOA, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 1800 Aluminum French Door w/ Sideletes and its components shall be constructed in strict compliance with the following document: Drawing No W01 -64, Sheets 1 through 5 of 5, titled "Series 1800 Aluminum French Door w/ Sideletes ", prepared by AL- FAROOQ CORPORATION, dated 9/17/01, with revision date 11/09/01, signed and sealed by Humayoun Farooq, bearing the Miami -Dade County Product Control approval stamp with the NOA number and approval date by the Miami -Dade County Product Control Division. This document shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The Series 1800 Aluminum French Door wl Sideletes and its components shall be installed in strict compliance with the approved drawings. • 4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system. 5. LABELING 5.1 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this systprn. ..IFaul Rodriguez, Chief Product Control Division 2 Yale Ogron Manufacturing Co. Inc. ACCEPTANCE No.: 01- 1016.03 APPROVED: January 3, 2002 EXPIRES: January 3, 2007 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed . and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; e) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE Raul Rodriguez, Chief Product Control Division 3 MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • • .. •• • • • • • • • • • • • . • • • • • • • • • • .•. • • • • ••• • . • • A TAUCOUNTY, FLORIDA • • • • • MI 14T�2�0 D1D�E'FLAGLER BUILDING • • . • . • • • i�SF FLAW* STREET, SUITE 1603 • • • • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) • Indnstrie (170 Teehnolo Noko isF3427____ ii SCOPE: • • • • • 'Ww.iatAldingcodeonline.com • .• • • • • • ••• •• 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 ABS 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. DESCRIP : ' x • a I umi`Pufiie Clipped Mulliaa.1. -1 APPROVAL DOCUMENT: Drawing No. 6220, titled "1" STD. Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 5 of 5, prepared by PGT Industries, signed and sealed by. Robert L. Clark, P.E., dated 04/28/00, with last revision on 05/30/06, bearing the Miami -Dade County Product Control Renewal Stamp with last the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. . MISSILE IMPACT . . • e.and ma 6 , 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 # 04- 0528.04 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. DAB° I6= 0125: ) xpira ion a e: une - 2011 Approval Date: July 20, 2006 Page 1 PGT Industries • • ••• • • • ••• .•• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • ••• •••• •• • •• •• • • • • • • • • • • • • • • NOTICE OF ACCEPTANCE: hilltiNCEiUllifiriED A. DRAWINGS 1. Manufacturer's die drawings and sections.. • • • • • • • • • • 2. Drawing No 6220, Sheets 1 through 5 of ff, ittl$d*.le STb :Wal4 •Elevations Aluminum Tube Clipped Mullion, prepared by PGT Industries, dated 04 /28/00, with last revision on 05/30/06, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a lx 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 040528.04" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FEC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a lx 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.04" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0 /00 configuration) mulled together with a lx 2 x 3A" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.04" •• • • • •• ••• •• C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. E -1 Jaime D. G. 4 n, P.E. Chief, Product Control Division NOA No 06- 0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 PGT Industries • • ... • • • ... • . . . . . • • • • • • • ... • • • • • • • • • • • • • ... • • • • ... • • • .... • • .. .. • .. . • • • • ... • • • ... ... ... NOTICE OF ACCEPTANCE: EVIDENCE SUBMFI "1'ED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1.. Notice of Acceptance No. 04- 0721.01 issued to Elco Textron, Inc., for Tapcon Concrete Anchor, dated 03/09/06, expiring on 01/08/11. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 01/23/06, signed and sealed by Robert L. Clark, P.E. SOO • • • .. ... .. • • • • • . • •• G. OTHER 1. Notice of Acceptance No.04- 0528.04, issued to PGT Industries for 1" x Std. Wall- Aluminum Tube Clipped Mullions, dated 07/08/04 and expiring on 06/28/06. E -2 J' l • ' e D. Gascon, .E. Chief, Product Control Division NOA No 06- 0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 MM IA MIZIE • • •• •• • • • • • • • • • ••• • • • • • • • • ••• • • • ••• • • • • • BUILDING CODE COMPLIANCE OFFICE • • • • PRODUCT CONTROL DIVISION • ••. ••• ••• • • ••• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • ' METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 MIAMI-DADE COUNTY, FLORIDA NOTICE OF ACCEPTANCE (NOA). • • • ••• •. • -. . • • • • • • Yale Ogron Windows & Doors • • • • •• • • • • • ••• •• 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. 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) have this product or material tested for quality assurance ra reserve ailto the firm in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ fails ay 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: 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 Faxooq, 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, the expiration date may be displayed in advertising literature. If any and followed en it shall by be done in its entirety. g y Portion of the NOA is displayed, then it shall 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 O ron Manufactut ing co Inc. NOTICE OF AC G'•'EETA NNCE :.EVID C SUBMITTED • . • • • • • • • - •, ••. ••• ••• • A. DRAWINGS 1. .. . • • •• •••• •• Manufacturer's die dravDipgs a& Morns. • • • • 2. Drawing No. W03 -39, titled?: l n \rev ijuntgun 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. Ir L -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. t 1'L -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 1 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 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• Yale Ogron Manufacturing Co., Inc. • • • ••• • • • • •• • • • • • • NOTICE OF A3�PTANCE: • VIDE SUBMITTED F. STATEMENTS •• • • • •• ••• •• 1• Statement letter of conf oitua ci, mated( -1 03, signed 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, FM-3553, dated 04 -09-03. 4. Laboratory compliance letter, as part of the above referenced test reports, issued by Fenestration Testing Laboratory, Inc,1ITL -3467, dated 04- 11-03. G. OTHER 1. Letter from the consultant stating that the product is in compliance with Florida Building Code (FBC). 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 k M I A M IDDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) _YM W 67 esti 8 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. DESCRIPTI APPROVAL DUCIMENT: 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 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 RA____i_LaEge_aTrISMissrle-hrtpact-Resisit- LABELING: Filch 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. L' NOA No 06- 0905.11 aspiration Date: December 28, 2011 Approval Date: November 09, 2006 Page 1 Yale Ogron Manufacturing Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. 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 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. 141'L-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. F 1'L -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. 11'L -1297, dated September 21, 1995 signed and sealed by Yamil 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. Y1'L -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, P.E. D. MATERIAL CERTIFICATIONS 1. None E -1 Jaime D.Gasccoh 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 Humayoun Farooq, P.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 aime D.Gasco P.E. Chief, Product Control Division NOA No 06- 0905.11 Expiration Date: December 28, 2011 Approval Date: November 09, 2006 r ` ! 1IANII•DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DARE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildinacodeonline.com 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. DESCRIPTI(N! Series la -. 0mpaet -Vi w Alu imam Casement W dew L I� APPROVAL DOCUMENT: Drawing No. W01-52, titled "Series -1400 Aluminum Casement WOW. (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 RATI GMarge an ma i e pa esistan LABELING: Fach mit 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. Approval Date: December 7, 2 Page 1 Yale Ogron Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 01- 1002.03) 1. Manufacturer's parts and sections drawings. 2: 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. 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 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. 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. .H TL -3762, dated June 10, 2003, signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Revised Anchor Verification Calculations, complying w/ FBC -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 aime D. Gan, 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 ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CER'1'114ICATIONS 1. Notice of Acceptance No. 06- 0216.06, issued to Solutia, Inc. for "Saflex MG Clear or Colored Interlayer ", expiring on 05/21/11. 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. 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. Humayoun Farooq, P.E. G. O'1'HER 1. This NOA renews & revises NOA # 01- 0814.07, expiring on 10/25/06. E -2 or Jaime D. ascon, P.E. Chief, Product Control Division NOA No 06- 1017.09 Expiration Date: October 25, 2011 Approval Date: December 7, 2006 MIAMI= COUNTY IMMEEVIEI FEB 2.2001 g v BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Yale 1 se .' 1 1 1 : . 1 1 1 1 1 8130 N. W. 74th Avenue Medley, FL 33166 SCOPE: This NOA is 1 e • materials. e d and accep d 1 y tl:e Bow where allow 11 e :X. •v is This N • A Division, have thin of. e Authori 81 d w the accepted nu 'er, 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. DESCRIPTIO eries um inE e APPROVAL DOCUMENT: Drawing No. W05 -37, titled "Series 2500 Alum Single Hung Window (L.M.I.) ", sheets 1 through 5 of 5, dated 07/26/05, with revision A dated 10105/05, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and 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 page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NO o OS- (H— a.i -T) `v-k-Ation Date: Decem�er `1;20110 Approval Date: December 1, 2005 Page 1 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 331304563 (305) 375 -2901 FAX (305) 375 -2908 www.buildinacodeonline.com e applicable rules and regulations governing the use of construction mitred has been reviewed by Miami -Dade. County Product Control Division es and Appeals (BORA) to be used in Miami Dade County and other areas Having Jurisdiction (AHD. the expiration date stated below. The Miami -Dade County Product Control and/or the ART (in areas other than Miami Dade County) reserve the right to for quality assurance purposes. If this product or material fails to perform in manufacturer will incur the expense of such testing and the AHJ may immediately Yale Ogron Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W05 -37, Sheets 1 through 5 of 5, titled "Series 2500 Alum. Single Hung Window ", prepared by Al- Farooq Corporation, dated 07/26/05 with revision A dated 10/05/05, 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) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -04- 1419A, dated Jan. 20, 2005, signed and sealed by Ivonne Ghia, 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 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc., Test Report. No. HETI -04- 1419B, dated Jan. 21, 2005, signed and sealed by Ivonne Ghia, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated July 23, 2005, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0225.10 issued to Glasslam NGI Inc. for their "Safety - Plus II - Laminated Glass" dated 08/07/03, expiring on 08/07/08. F. STATEMENTS 1. Statement letter of conformance, dated July 25, 2005, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated July 25, 2005, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. None. E -1 Product Contra r NM No 0.04 Expiration Date: December 1, 2010 Approval Date: December 1, 2005 (22) YALE OGRON 1- SINGLE HUNG ASH! #2500 WHITE FRAME/ GRAY GLASS 5/16 AA APPROVED WIND PRESSURES (+170.0/(') 87.8 37"X 55" (NOA) No. 05. 0810:04 (11-B) YALE OGRON f= ' SINGLE HUNG ASH! #2500 WHITE FRAME/ GRAY GLASS 5/16 AA APPROVED WIND PRESSURES 0)70.01 ( - -) . 87.8 377055" (PICA) No. 05 -0810.04 (11 -A) YALE OGRON 1- S/NGLEHUNG ASHI #250 WHITE FRAM E/ GRAY:GL SS 5116 AA _...__.._ APPROVED - WIND -PRE (+).700/(.).91J0 37:X38.3/8" (NOA) No.054810 OGRO 1-FRENCH H DOOlv1800 WHITE FRAME/. GRAY GLASS 7116 HH /CONFXX VED WIND PRESSURES ( +) 85.01 60'X 79 3/ . _ (NOA) No. 0144116.03 • • ••• • • • •• •• • • • ••.. •• • •.. •- • • • • • • • • • ••• • • • • • • • • • (1Z) YALE OBRQN • • • • ••• • • • • ••• 2- FRENCH DOOR#1800 WHITE FRAME' GRAY GLASS /16 Ht {/CONFXx • • • . APRAVED.WN19OPRE9SURES • • • • • • • • • • ( +1066 N 66.0 • •• • •6 3/4" • • ;%IOApI41:901- 10•64048 • • • 2- SIDE L7TE WHITE FRAME/GRAY GLASS 7116 11 COIlF� O AI /RDV D WWR PRIES TIQE9 • • ( +)66.0109489.0 • • ••• •• 26'70" • • • • • • • (N ®A) .N0•141616493 • • • • • i -MULL BAR (by yoleogrort) VERTICALS APPROVED WIND PRESSURES ( +)68.0/(968.0 ' 2 "X 4 "X'1/2' X 79 314" (NOA) No.06.0905.11 • • •• (14) YALE OGRON I 2- FRENCH 000R#1800 WHITE FRAM el GRAY GLASS 7 /16HH /CONF704 ' -- .'- ... I APPROVED WIND PRESSURES I (+)65:01()65.0 I I -72 X 86" - 14 (NOA) No. 01- 1616.03 - II 1-SM.-/ E LITE (CENTER) . WHITE E/GRAYGLASS I 7/16 HH/CONFO APPROVED WIND PRESSURES ( +)65.0/065:0 I 47'X86" • ' 1. (NOA) - No: 01:1018:03' - OT I'ART COLLIN &- BERNADETTEMORRIS FOLIO No. 11. 3205-012 -0120 305=979- 986.5 1 22 77(191 YALE OGRON / SINGLE HUNG ASHI #2500 WHITEFRAME/ GRAY GLASS 5/16 AA APPROVED _WIND PRESSURES (+170.0 1(.187.8 37'X 55" (NOA) No. 05.0810:04 1-MULL BAR (by pgltodustrles) APPROVED WINO PRESSURES (+1170.01 017003 1 "X 4 "X 1/8 ".X55 (NOA).No.06.0125.06 (18) YALE OGRON 1- SINGLEHUNG ASHI #2500 WHITE FRAME/GRAY GLASS 5118 AA APPROVED WINO PRESSURES /087.8 37'7055 (1'dOA)'NO. 95- 0810:04 (20) YAL- EOGRON 1- SINGLE HUNG ASHI ° 2500 WRITE FRAM El CR4 GLASS 511844 /011S0.48E, APPROVED WIND P -d SSURES (+)70.0/(.1 90.0 261/2'9C383)s^ •(11674) N&.05 -08'1'0. (21) YALE OGRON 1- SINGLE HUNG ASH! #,2500 WHITE FRAM E% GRAY 5/16 AA SVPROVED WIND PRESSURES ( +170.010 87.8 . .......... . . 37"X65" (NOA) No. 05.081004 L DOSING (11); YALE .OGRON CONCRETE 1- SINGLE HUNG ASHI 82500 .:COL vMNS. WHITEFRAME/GRAY GLASS 5/16;44 APPROVED WINDPRESSGRES +)'70 :07(1 90.0 261'2'X- 505/8" (NOA). No 054810:04 1,1 1066 N.E-94- STREET MIAMI FL 33138 -2945 (23) YALE OGRON 1- CASEMENT #1440 WHITEFRAME/GRAY GLASS.. - '5/16 HIV CONFX ` APPROVED WIND PRESSURES (+) 75.0/( -) 75.0 37'90 38 3/8" (NOA) No: 08- 1017.09 (24) YALEOGRON.. 1- CASEMENT. #1440..... _ .. WHITE FRAME/ GRAY GLASS 5/16 HH/CONFX APPROVED 'WIND PRESSURES ( +1'75.01(-175.0 37'X55" . -(PICA) No: 06 7017 09 (T) &- .(8) YALE OGRON- 2- PICTURE WINDOW. WHITE FRAME/ -GRAY GLASS 7 /16.AA/GLASS .TYPE B APPROVED WIND PRESSURES (+). 80.0 /(-) 80.0 14'X 83" (NOA) No. 03 -0710.01 EicSTING COLUMN ALUMINUIW - -- -... -. RADI0.3 "X3116"7 (15) YALE OGRON 1= SINGLE HUNG ASHI' #2500 WHITE FRAME/ GRAY GLASS 5/16 AA. APPROVED WIND PRESSURES (+).70.0/0 90.0 26112X50 5/8" (ROA) No. 05 -0810.04 Bore /RT (16) YALE OGRON 1- SINGLE HUNG ASHI #2500 WHITE FRAME/ GRAY GLASS 6/16 AA APPROVED WIND PRESSURES (+)70.0/O 90.0 37'X 38 3/8" (NOA) No. 05-0810.04 NpTP- T TPAcT o (5) YALE OGRON 1. PICTURE WINDOW ' WHITE FRAME/GRAY GLASS 7118 HH/GLASS-TYPEC.. -.. APPROVED WIND PRESSURES . ( +16991.0..80.0 421/2'7 81" NOT PART ' (NOA) No. 03 -0710.01 (3) YALE OGRON -- - 2- SINGLE HUNG ASH /. #2500 WHITE .FRAME/GRAY GLASS 5/16 AA --FRO .PAR R NOT PERMIT (10) YAL6.OGRON . ._... 2- .$I11GLE'-HUNG,ASHL#2600... . WWBIT*FRAtW.EL4RAY.G/ASS 5116 AA - • (9) YALE OGRON 1- SINGL E'HUNG ASH, 1#2000 WHITEFRAME/GRAY GLASS' 5116 AA ..:...:.. _ APPROVED WIND PRESSURES (+) 70.01(4 90.0... 26.1/27X50518 (NOA) No 854.$10.04. APPROVED WIND PRESSURES ( +) 70;010 90;0 26 -11 0'5/8" ('NQA)746. "054810.04 1- PICTURE WINDOW WHJTEFRAMEtSRAYGLASS 7/161411 GLASS 7YPpC.... -. APPROVED.WINOPRESSURES- . -. (t),50,0.1085.0 33'0[50.5/8, (NOA) No. 03 -0710.01 2 -MULL BAR (by pgt Industries) VERTICALS . APPROVED WIND PRESSURES ( +)170.0 /'O 170:0 1 "X 4 "X 1/8 "X 49 5 /8" (NCA)No.06- 0.125.06. 6) YALE OGRON 1- SINGLE HUNG ASHI #2500 WHITE FRAME/GRAY GLASS 5/18 AA ....; .., APPROVED WIND PRESSURES 12 //2"X63u {NOA) No. 05- 0810.-04.... t.P/CTUREwwpoW . ... WI6T.EPRAME/.. GRAY .GLASS . 7116 AA APPROVED WIND PRESSURES (+) 60.0 01 80.0 221121 18',' "T (NOA)No "06.0710.01 NULL j4AR (by'pgt/ndustrtes) HORIZONTAL APPROVED! -WIND PRESSURES. (+)179.0/0170.0..., 1 "X 4`X118 °X.2 1/2" (N9A).Rq•06A125•06 FEB 1 2 2007 5- BY: u1-' SUBJECT TO COMPLIANCE WITH ALL - EDE STATE AND COUNTY RULES AND REGULATIONS T'PART (17)' YALE OGRON 1- SINGLE HUNG AS111 #2500 W RI TE FRAM El GRAY GLASS 5/18 AA........ APPROVED WIND PRESSURES ( +170.0/0 90.0 37"X505/8, .. (NOA) No. 05 -0810.04 APPROVED WIND PRESSURES ( +)- 70.0/( -) 81.8 37x9(57 (NOA1 No:'05=0810:04' t- 'Mt1LL'BAR'(by' pgtIndusb•Ies) APPROVED WIND PRESSURES (+)- 170.0/01704 :. :1 "X4°7 1/8:X57_ (610A)N0- 060125.06. ... . 41 YALE OGRON' 1- SINGLE HUNGASHI #2500' WHITE FRAME/ GRAY 5/164A: APPROVED PRESSURES ( +) 704/(-).90 0,. 221/2`7X 63" (14104) No. 05:0810.04 1- PICTURE WINDOW WHTTTE'FRAM'E/GRAYGLASS 7116 AA APPROVED WIND PRESSURES (+) 80.0 7 - (- ). 88.8 221/2'X 18" .. _ ..... . (NOA) No. 034710-01 I.$IILL BAR.(0YACUP 106#4. HORIZONTAL; APPROVED WIND PRESSURES (+1170.0/ f) 170.0 1"X4")(1/8"X22 '1/2" '(NOA) No:06.0125.06-- (2) YALE OGRON 1.- SINGLE HUNG ASHI #2500. . WHITE FRAME/ .GRAYGLASS 65/16 AA APPROVED WIND PRESSURES ( +).70.0/() 87.8 37`5}87" +('NOA) No 05-0810.04 (1) YALE OGRON - 1- . SINGLE -HUNG ASH/ #2500 WHITE FRAM E/ GRAY GLASS 5/14 A A .. . ........... _..,...... APPROVE'DW/ND PRESSURES (+)70.0 /090.0 379026" (NOA)filo'05 -0811/.04 • • ••• • •• •• • • • • • • • • • • • • ••• • • • • • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • •• • ANCHORS DETAIL "B", "C" OR "D" AT BOTH ENDS AND AT BOTTOM MULLIONS • • - • • • ••• • • • • •• • • • • • • • • • • • • • • • • • • ••• ••• � Gt!Qf�S MT�QIL A E 'CVQR9•DVTA/L••A••• • ••• • • • • •• • • • • • • • • • ••• •• WI I W2 W W = W1 +W2 H =H1 +H2 (2) WINDOWS MULLED W/ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M1) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1+14,2 M2) MAX OPENING = W -OR W1-1- W2 MULL LENGTH = H1 1 ADM 1. THE 33 1/3% STRESS INCREASE HAS NOT BEEN SHEETS 2, 3 AND 5. ANCHORS DETAIL "B "C" OR "D" AT BOTH ENDS AND AT BOTTOMS l VII •. H I l // r- -a // 0 1 r / ^1 d Z WI I W2 W W = W1 +W2 H =H1 +H2 (2) WINDOWS MULLED W/ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M1) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1+14,2 M2) MAX OPENING = W -OR W1-1- W2 MULL LENGTH = H1 1 ADM 1. THE 33 1/3% STRESS INCREASE HAS NOT BEEN SHEETS 2, 3 AND 5. ANCHORS DETAIL "B "C" OR "D" AT BOTH ENDS AND AT BOTTOMS l \\\ H I l // r- -a // 0 1 r / ^1 H W1 .41 W2 -4-? W3 W W = W1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M3) MAX OPENING = H OR H 1 +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W 1 +W2 OR W2-#-W3 MULL LENGTH = H1 USED IN THE DESIGN OF THIS PRODUCT. ANCHORS DE IAIL "B" "C" OR "D" BOTH ENDS ANCHORS DETAIL "8" C" OR "D" BOTH ENDS H MULLION H1 MULLION MULLI 1 H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DE / ERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H 1 +H2 .. MULL LENGTH = W vv W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR W 1 +W2 MULL LENGTH = H FOR ANCHORAGE TYPE, 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON— IMPACT APPLICATIONS. 4. REFERENCE - TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE - MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AA TO THE STRUCTURE. QUANTITY AND LOCATION, REFER TO TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert- L. Clark, P.E. PE #39712 Structural INDUSTRIES 1070 TECHNOLOGY. DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Revsd F.K. Revsd By: F.K. Drawn By: P.J.P. Description: Dot 5J3O /O6 Dot 5/8 /06 Revisions: 0ADD NOTES 5 &6 Dote 4/2: 8/00 1" STANDARD WALL, ELEVATIONS Title: ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS Scale: NTS Sheet: 1 or 5 Drawing No. 6220 Rev: • • . •• •• • • • • • • • • • ••• • • • • ... • • • • • •.• • • • • • • ••• . •• •• • • • • • • • • • • • ••• PGT 1 x MULLION MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1 x MULLION WOOD BUCK FOR 1 " MULL 4" TYPICAL MULLION TO MULLION INSTALLATION, DETAIL 'A" :mutt:— . .••• • • •. • .. • • • • • • • ••• 1 ••• •• 2 MIN. #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO PGT 1 x MULLION INTERFERE WITH WOOD BUCK EACH OTHER) REMOVED TO SEE NOTE 3 CONCRETE #12 SCREW, SEE NOTE 3 PGT 1 x MULLION 2" OR 4 "--1 SEE NOTES 2 &3 2MI ANCHOR EMBED. f SEE NOTE 2 •'A oft TYPICAL MULLION TO STRUCTURE WITH NOTES: WOOD BUCK. DETAIL "8" 1. FOR CONCRETE APPLICATIONS IN MIAMI —DADS COUNTY, USE ONLY MIAMI —DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE IS 2 1/2". MIN. EMBEDMENT: TAPCONS 1 1/4 ". CRETE —FLEX 1 3/4" 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR A STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL —TO —CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING (MINIMUM OF 2 SCREWS PER CLIP). 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. • WOOD BUCK 21(7YP)1 { 18(TYP 2 MIN. SEE NOTE 1 • d #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTES 2 & 3 PGT 1 x MULLION -- SEE NOTE 1 2" OR 4 "-1 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 SEE f NOTE 1 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC., DETAIL "C" —2" OR 4" 2 MIN. -- 2 (TYP)11(yp) i #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTE 1 • WOOD BUCK MASONRY ANCHOR, SEE NOTES 1 & 3 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC., DETAIL "D" 1L ODUCr r IEWW with fte Flortd$ No .!,_t�l SO TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L. Clark, P.E. PE #39712 Structural INDUSTRIES Revsd By: F.K. Revsd By: F.K. Drawn By: P.J. P. Dot : Revisions: 5/30/06 D— MODIFY NOTES 3 & 5 /8 bat : Revisions: 5/06 C ADD EMBED. DETAILS Date: 4/28/00 Description: 1" STD. WALL, CLIP INSTALLATION DETAIL 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM TUBE CLIPPED MULLION Series /Model: Scale: Sheet: MULLS Drawing No. NTS 2 of 5 6220 Rev: D • • •• •• • • • • • • • • • ••• • • • • • • • • ••• • • • ••• • • • • ••• •• •• • • • • • • • • • • • • a ••• 1" MULL CLIP (CLIP TO OPENING) EXTRUSION DWG #1099 CLIP LENGTH CHART FOR 1 x MULL MULL SIZE 'A' 1 x 2 x 1/8 1 11/16 3 11/16 • • • • • ••• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• ••• • • •• • • • •• ••• •• • • • • • • • • •: • • • • • ••• •• 4 MA t A/2 4MAX. F A gM/N. TYP.�gMIN. 13MAX. 1 i EMIN.' 31 6 - 1 iMAX. 0 TWO (2) ANCHOR Q FOUR (4) ANCHOR LOCATIONS LOCATIONS NOTES: 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. 3. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. J 4 1" MULL CLIP W /TABS REMOVED (CLIP TO MULL) EXTRUSION DWG /1099 i A/2 3MIN.I LA.1 1 ONE (1) ANCHOR LOCATION (3)EQ. SP. c (A -3/4)/ `MIN.' - A 0 THREE (3) ANCHOR LOCATIONS - -8MIN. TYP. PRODUCT RENEWED as emplying with the &Whig Cede Aceephinceloko Expiaden TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L. Clark, P.E. PE #39712 Structural INDUSTRIES Revsd By: Dots: Revisions: F.K. 5/30/06 D -NO CHG MIS SHT Revsd By: Dat : Revisions: F.K. 5/8/06 C- REVISE SPACING Drawn By: P.J.P. Date: 4/28/00 Description: 1" STD. WALL, ANCHOR LOCATIONS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM TUBE CLIPPED MULLION Series/Model: MULLS Scale: NTS Sheet: 3 of 5 Drawing No. 6220 Rev: D • • •• •• • • • • • • • • • ••• • • • • • i ••• • • • ••• • • • • • •• •• • • • • • • • • • ••• • • • • ••• NOTE: • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• ••• • •• a • ••• • • • • • • • • •• a•• •• • • •• • • • •• • • • • • ••• •• 1 3 4T 4 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 (TYP) 1 3 4 2 i i 1 x STD. WALL MULLS MAT'L: 6063 -T6 PRODUCTRENEWith li ammoWftwithdltRolik BotftCak No• -• levinitke �f7rs1 t141.. TO BE USED ONLY WITH POT INDUSTRIES PRODUCTS Robert L Clark, P.E. PE #39712 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 80X 1529 NOKOMIS, FL 34274 Revsd By F.K. Revsd By: F.K. Dote: 9/06 Ex 5/8/06 Revisions: 8 -NO CHG. THIS SHT, Revisions: C -NO CHG THIS SHT Drown By: P.J.P. Dote: 4/28/00 Description: 1" STD. WALL, MULLION PROFILES Title: ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS Scale:/ l/1 Sheet: 4 of 5 Drawing No. 6220 Rev: D • • •• •• • • • • • •.• • • • • • • • • • • • • • • ••• • • • • ••• •• •. • • • • • • • • • • • • • • ••• CHART 1. -1 x2x.125 QTY. & TYP, ANCHOR 50 60 CLIP TO (2) A OPENING (2) B CLIP TO MULL (1) B 70 c3 P t � j$IG I D t j 1 I T V 3 s Q.• • e1•00 • �'�0 120 (2) A (2) A (2) A (2) B (2) B (20 (2) A (2) A (2)•A (2) A (25 B (2) B 130 160 (2) A (2) A (2) B (2) B (1) B (1) B (1BS (1)B (1)B (1)B (1) B (1) B (1) B MULL LENGTH IN INCHES 42 48 50.625 54 60 63 66 72 76 78 129 115 107 104 103 103 103 103 103 83 73 67 63 61 61 61 61 61 70 57 41 61 55 49 1 44 35 31 52 50 49 49 49 49 41 39 38 38 38 38 29 27 26 25 25 25 35 30 27 24 23 22 21 20 20 30 26 23 21 19 18 18 17 17 103 61 49 38 25 20 17 23 20 17 16 20 17 15 18 15 CHART 2. - lx4x.125 QTY. & TYP. OPENING WIDTH IN INCHES ANCHOR !t 50 60 70 80 90 100 110 120 130 160 CLIP TO OPENING W v z z s C9 W J J J 2 CLIP TO MULL (2) A (4) B (3) B (2) A (4) B (2) A (4) B (2) A (4) B (2) A (2) A (4) B (4) B (2) A (4) B (2) A (4) B (2) A (4) B (2) A (4) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B 4Z; 170 j 48 50.625 170 170 170 —17 0) 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 54 60 X70' 160 66 72 76 78 84 88 90 72 60 96 59 50 41 108 111 144 170 170 142 120 111 170 145 120 102 94 75 35 170 170 162 158 157 157 157 157 157 143 134 127 124 122 122 122 141 128 119 112 108 106 106 106 127 115 106 100 96 93 92 92 105 95 87 81 77 74 72 71 90 81 74 69 65 63 61 59 83 74 68 63 60 57 55 65 59 53 49 46 44 42 53 47 43 39 37 35 33 43 38 35 32 30 28 27 53 40 31 24 30 27 24 22 20 19 18 16 38 32 28 24 22 20 19 17 16 17 Vertical Mull Mull Length �Opening� Width Horizontal Mull 1 Opening Width I. 1 Mull Length Multiple Mulled Units Mull Length Opening Width NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FT-L-2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1 /4 " SS4 CRETE —FLEX, EMBED. (1 3/4') B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. PRODUCT RENEMO as r Nn6the +FNS Aststalloce No TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L. Clark, P.E. PE #39712 Structural INDUSTRIES Revsd By: Dat : Revisions: F.K. 5/3 %5 D —NO CHG THIS SHT Revsd By: F.K. 5/8/04 Revisions: C— MARKED CHANGES Drawn By: Date: P.J.P. 4/28/00 Description: 1" STD. WALL, PRESSURE CHARTS 1 & 2 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS Scale: NTS Sheet: 5 of 5 Drawing No 6220 Rev: D • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • FALSE M1.I& INS • • • • • • • • SURI`A0E APPtIED 5" MAX. • • + aP�p •p FROM ENDS . . • • • • • • • ••• I ••• • • i 12" MAX. HEAD /SILL a 1 I I ! I WINDOW HEIGHT 55 3/4" --..-• •• • • •• ••• .• • • • • • • • • • • t • • 110 • •• It • I1 •• • • • II • •■41 •• I II II �+ -- — 1 1 1 -T I I _ rt- - r 4F===== R 11 ap r- --it- 11 II II �I II 11 1I 11 'ZW.'; II II - - - -'- — R I I - -- 11 1 1 I1 I I U I 11 JL_ -tt L1r- 11 II - If 1 I II i 109 3/4" D.L. OPO. 114" WINDOW WIDTH TYPICAL El VATIOM TESTED UNIT WINDOW WIDTH 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. WINDOW WIDTH 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 CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. E.ngr . D y. 'r'rLIMAYOUN FAR0OQ STRUCTURZS FLA. PE 353,57 CAN, JAN 3 0 2004 0 tin L MINUM F1XE 0 0 c 0 v 2 D 0 B 101.23.64 1 drawing no. W03 -39 (sheet 1 of 4 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • '^�.- DESIGN LOAD CAPACITY - PSF �N'D0 y DIMS. GLASS,751E' b GI A$S P 'B' ISIAS., :TYPE 'C' LENGTH _EXT, (+;.41T. LXT, :( +> IiiT, t- >XEIT, •CE) INT. (-) 38" 50.0 e•-51.0.• 6L . :AV • • S0.0 80.0 57.1 57.1, 80.0 80.0 50.0 50.0 50.0 50.0 80.0 80.0 80.0 80.0 80.0 80.0 130.0 50.0 50.0 80.0 80.0 60" 44.4 44.4 80.0 80.0 40.0 40.0 80.0 80.0 40.0 40.0 80.0 80.0 40.0 40.0 80.0 80.0 68.7 88.7 80.0 80.0 57.1 57.1 80.0 80.0 50.0 50.0 80.0 80.0 72" 44.4 44.4 80.0 80.0 40.0 40.0 80.0 80.0 36.4 36.4 72.7 72.7 42' 48" 54" 60" 88" 36' 42' 48" 54" 60" 86" 72" 38" 42" 48" 54" 80" 86" 72" 36' 42" 48' 54' SO" 68" 36" 42" 48" 54" 86" 80" �ll 36" 42' 48" 54" 80" 42" 48" 54 .,„ ` 36' 42' 38" 48" 50.0 50.0 50.0 50.0 50.0 •• • '60.0 • 50.0 5 • *50.0 • : • • ••• • • • I. •• • • • •• •• • • • • • • • • • • • • ••• • • • • • • • • • TYPICAL ANCHORS S�E ELLV. FOR SPACIN9 • • • • •• • • 1BYOR2B'6 • • • • • • WOOD SUCK' •• ••• ••• • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • '4• •, • ••• •.. '• ••.• •.d, • • ••• �'• • s ••. iw11�' --..'".111101111111111111111.". • • ••k X z METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL : Fy t. 38 KSI MIN. ALUMINUM : 6083 —T5 MIN. TYPICAL ANCHORS SEE ELEVS. FOR SPACING 18Y OR 2BY WOOD BUCK WOOD BUCKS NOT BY YALE OGRON, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING #14 SM$ INTO 28Y WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD 3/16" TAPCONS (ELCO TEXTRON) INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 --3/8" MIN. PENETRATION INTO WOOD THRU 1 BY 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 J12 112_12EILELEXALLSELEIMLUNLZEIM INTO METAL STRUCTURES (1/8" MIN. THICKNESS) #10 SMS INTO APPROVED MULLIONS (NO SHIM SPACE) TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING DADE COUNTY APPR,D MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING a d JAN 3 0 2004 TYPICAL ANCHORS SEE ELEV. FOR SPACING 2 BY WOOD BUCK 7/8 MIN. t23)1 a z 2 O .0 O tD O 101.23.04 drawing no, W03 -39 sheet 3 of 4 • • ••• • •• •• • • • • • • • • • • • • • • ••. •__. • 4 • • ••• •• •• • • • • • • • • • • • • ,. L354 --d .755 ,045 11_ 1.346 .5991-'-1411. 711 ••• •• • • • • •• • • • • • • • •• • • • • .•• •• ITEM PART i� QUANTITY DESCRIPTION MATERIAL MANP. /SUPPLIER /REMARKS 1 YE -88 4 WINDOW FRAME 8063 -T5 - 2 YE -1405 AS READ. GLAZING STOP (OPTIONAL) 6063 -T5 - - 3 YE -816 4 COVER PLATE 6063 -T5 - 4 YH --1485 4 FRAME CORNER KEY 8063 -75 - 5 YH -622 AS READ. GLAZING VINYL VINYL SULWAN 6 YF -10 2/ CORNER FRAME ASSEMBLY SCREWS - 8 X 1" PH SMS 2.964 WINDOW FRAME .817 .045 -� .668 GLAZING BEAD WELDED JOINTS AT CIRCULAR WINDOWS CIRCULAR WINDOWS RECT. OR SQUARE WINDOWS TYP, CORNER DETAILS JAN 3 0 2004 drawing no. W03 -39 , 4.000 l 6.000 2.000 -� TYPICAL WINDOW FRAME TYPICAL GLAZING PRODUCT 3.000 ALL TUBE MULLIONS TO BE ALLOY 6063 -T6. 4.000 MULUONS CONTAINING TYPICAL GLAZI G PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WM-I THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION (REV. 2005) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULUONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: 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 UNITED 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 (SUPPLEMENT 2005). —T 1.000 —1 I MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. • AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED ; j IMPACT AND NON- IMPACT RESISTANT PRODUCTS. INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP IZ DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL SPECIFY MAXIMUM SHIM SPACING. USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 4, AND ANCHOR GRAPHS ON SHEET 3, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. 3.000 MULLION CLIP (YE -65) (6063 -T6) (ALT. TO ANGLES) CUP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MULLIONS. • • •• • • • • • • • • ••. • • • ••• • • • • • •• • • • • • • • • • • ••• • • • • • • • • • • • •.• • • • • • • ••• • • • ••• _ _ . • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • •.4.7 = • • - •• • • •• •• •• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • - • • • • • • • • 2250 125 1.266 - 4.000 MULLION CLIP (6063 -T5) (ALT. TO ANGLES) CUP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MULLIONS. .125 172T MULUON CLIP (6063 -T5) CUP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MULUONS. (NO SIDE FASTENERS REQD.) .125 MULLION CLIP (6063 -T5) CUP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MULUONS. (NO SIDE FASTENERS REQD.) roomer WINIEWNO Aseeptanor i 2.000 - -2.000 ANGLE CLIP (6083 —T5) Engn DR. HUMAYOUN FAR000 STRUCTURES FLA. PE I 18557 CAN. 3538 4UUG 2003 MULLIONS I - 0 a a Ig c a I drawing no. M95-06A! ..sheet 1 of -47`• • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • ••• CO U) - 0 0 co d � J Z ig H to a 'moo Co Lt_ U) a- t MI 0 Q m o CO Z ISM 0 r+ LLI 1:31 H Cf) ISM tri MULLION LOAD CHART 20 30 40 SO 60 70 80 TRIBUTARY WIDTH - INCHES MULLION LOAD CHART I r ! i "x2 "x1/8" TUBE 6063 -T6 YM1X2 EL 11/111111111 1 �v■Mv ■�MMM� URk1 ... 6063 -T6 YM1X3 •I1U er., �8 �___ _'MMk 8-3/8- �.■fl - MULL -S''AN L. - - - - - -- ■r \ \N RIMMIMENI Ilk ... .� ■,�U MI "Iii EOM_ 111 i • • ... • • • ... .. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ... • • • • ... • • • • • ... CO LL U7 11 I 0 am 0� o H U) IS/ 0 %,U LD ANCHOR LOAD CHART 20 30 40 S0 60 70 90 TRIBUTARY WIDTH - INCHES ANCHORS TYPE A,B, OR C GLAZING PRODUCT 1, VERTICAL 1 ANCHORS TYPE A YANCA MN ANCHORS A,$, OR C 'W2 tr.. . MI% 1MMk I IltiviL mr,7111■,6_ 4, _ _ k_ allEIENT?4.11R MEW 1 1111EML. 6%..1111 MIlk 11 in MI ____ MINIMINVI 11111114 OM __ MIL Mlle IL `" 138-3/@" MULL SPAN MillEela Lilvaltikh m1'....aasismfg. maiL Notumilk._ vm R��m,._Ltili in 20 30 40 S0 60 70 90 TRIBUTARY WIDTH - INCHES ANCHORS TYPE A,B, OR C GLAZING PRODUCT 1, VERTICAL zz ? 4 MULLION GLAZING PRODUCT WI ANCHORS A,$, OR C 'W2 tr.. . ANCHOR LOAD CHART -I Minlin lik I Zak k ■\1\a. s. 741 * =� III I ■ lall∎ k ► �MEM Z ■i'E►1 \�W7\ M►. -11►�..C\ ANCHORS TYPE B ■ �'�� I YANCB ■„""� ANCHORS TYPE A,B, OR C I ' l l ! :i 1 ii 1 1 I a .., 20 30 40 SO 60 70 80 TRIBUTARY WIDTH - INCHES -- HORIZONTAL MUL.UON GLAZING PRODUCT _ Emm,,V EIMILI ANCHORS A,B, OR C GLAZING PRODUCT t ANCHOR I DETAIL #i GLAZING PRODUCT t MULLION SPAN TRIBUTARY WIDTH = W1 + W2 2 TYPICAL MULLION ARRANGEMENTS N t9 LL IZ .... •. . - . . • . .. . • • • • . • • • ANCHOR•'L :ODD .44ART ••• ammiummilki..:..60.5/ Emm,,V EIMILI r: : i tr.. . MI% 1MMk I IltiviL mr,7111■,6_ 4, .61.. 74-1/4 ME WWI= allEIENT?4.11R MEW 1 1111EML. 6%..1111 MIlk 11 in MI MINIMINVI 11111114 OM 0 - LO 30 40 S0 60 70 8O TRIBUTARY WIDTH - INCHES FOR ANCHORS DESCRIPTIQN SEE SHEET 4 OF 4. MIN EDGE DISTANCES FOR ANCJjORS: INTO CONCRETE AND MASONRY = 2-1/2" FOR 1 /48 " TAPCONS APCONS INTO WOOD STRUCTURE = 3/4" FOR 3/16" TAPCONS = 1" FOR 1/4" TAPCONS INTO METAL STRUCTURE = 3/8" FOR ALL ANCHORS PROM= WARM I 04 0 >7rtr�;r Atraptroms Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 C.A.N. 3538 UG N Z i© J —J D ALUMINUM TUBE U) 0 .5 m r w 0 I 1 ti drawing no. M95 -06A` (sheet 3of 4 j 2 X 2 X 1/8" ALUM ANGLE # 14 S.M.S. 2/ ANGLE ANCHORS TYPE 'A' 4. 3/18" 0 TAPCON JNTO 28Y BUCKS 1 -3/8" MIN. W000 EMBED 41 1/ ANGLE '4 A 4 �' . + 4°3/16" 0 TAPCON `k. THRU 1BY BUCKS INTO MASONRY 1 -1/4" MIN. MASONRY EMBED 0 41/ ANGLE MULLION - MULLION 2 X 2 X 1/8" i ALUM ANGLE - 2 -5/8" LONG • 1 MUWON 1.500 1BY OR 26Y WOOD BUCK MAX. 1/2" MAX. 4 4.. 2X2X1/8" ALUM ANGLE \ # 14 S.M.S. 2/ ANGLE 1.500 MIN. 0 4 PRE6ASTT4CONC. • SILL . . .4 NOTCH ANGLES TO MISS MARBLE SILL OR TRIM 44 • o 4 A. 4 3/167 DIA. TAPCON 1 -1/2" MIN. EMBED 1/ ANGLE 2X2X1/8 "_ ALUM ANGLE 14 S.M.S. 2/ ANGLE ANCHORS "TYPE '8' 1/4" 0 TAPCON 4 ° INTO WOOD STRUCTURES 4/-1-3/4' MIN. WOOD EMBED // 2/ ANGLE ° • • t1° 6.1 /4" 0 TAPCON THRU !BY OR 2BY BUCKS INTO MASONRY 4 1 -1/4" MIN. MASONRY EMBED ° 2/ ANGLE MULLION MUWON 2 X 2 X 1/8" ALUM ANGLE 2 -5/8" LONG _ 18Y OR 28Y w. WOOD BUCK 0 z MAX. 1.500 MAX. 4 #14 SMS SEE CHART FOR QUANTITIES \--TUBE MUWON 1/8" THICK ALUM CHANNE LENGTH TO FIT SNUG INTO MUWON #14 X 1 -1/2" SMS OR #14 X 2 -1/2" SMS SEE CHART FOR QUANTITIES ANCHOR NO. OF _lam_ SCREWS TYPE A 2 TYPE B 3 TYPE C 4 TUBE MUWON- ANCHOR DETAIL #1 METAL TO METAL CONNECTION # 14 S.M.S. QTY. AS PER TYPE A. OR C • • .•• • • • .•• •. •. • • • .• • • • • • • • • • • • • • • • • • • .•• • • • • • • • • • • • • • ••• • • • • • ••• • • • • • ••• • • • . • • • • • . f • • • •. • • • .••• :AtICJ -ORS 1JPE' ,• C , • ••• ••• ••• • • • NOTCH WOOD BUCK f •c DF GLE' 0 MASONRY •. • • •••• • • • ••• •• 2 X 2C1/" • ALUM ANGLE # 14 S.M.S. 3/ ANGLE • 4 ! 1/4" 0 TAPCON • L1 -1 /4" MIN. EMBED 2/ ANGLE MUWON 2 X 2 X 1/8" ALUM ANGLE 3 -5/8" LONG 4, ° CONCRETE OR CONC. FILLED BLOCKS WOOD BUCKS NOT BY YALE OGRON MUST SUSTAIN LOADS IMPOSED. -MUWON 1/2" MAX. ONE PIECE CLIP ALTERNATE TO ANGLES ALL CASES 0 200i 1110DIXimempiretapitftinsui t/ -"w 03 • at C.D 01 21 .4 w I z C o • 0; g G3 • 7 g O " 0 W It U _ 0 z in 0 Cif z in g << 4. "4 N 0~ W (W R 4.f W � Kf .41.7.1`-'1.2W C fLALUMINUM TUBE MULLIONS YALE OGRON WINDOWS AND DOOII - 8130 N.W. 74TH AVE. MEDLEY. FL. 33166 nLALU YALE - r 8130 MEDLI p "-d rowing no.1 M95 -06A r,sheet 4 of 4 sheet 1 of 5 j 6 3/4" MAX. TYP. HEAD /SILL CORNERS 12" MAX TYP AT HEAD /SILL 144' MAX. FRAME WIDTH 23 7/8" MAX. 1 /8" ANNEALED GLASS (EXTERIOR) .090 INTERLAYER FILM SAFLEX /KEEPSAFE MAXIMUM 1/8 " HEAT STREN'D GLASS (INTERIOR) D.L OPG. 34" MAX. LEAF WIDTH #10 X 3/4" PH SMS AT 5" FROM ENDS AND 12 -1/2" O.C. TYPICAL 1/16" OVERALL LAM. GLASS LAMINATED BY 'ARCH ALUMINUM' \ It / it 0 A 23 7/8" MAX. D.L. OPG. 34" MAX. LEAF WIDTH TYPICAL ELEVATION ( OXXO ) TESTED UNIT 1/8" HEAT STREN'D GLASS 070 INTERLAYER FILM SAFGLAS 1/8" HEAT STREN'D GLASS 5/16" OVERALL LAM. GLASS LAMINATED BY 'SECURITY IMPACT GLASS' GLAZING OPTION$ LARGE MISSILE IMPACT RESISTANT DOORS, SHUTTERS NOT REQUIRED / 1 SURFACE APPLIED FALSE MUNTINS MAY BE USED 0 g 1 �a 8 3/16" HEAT STREN'D GLASS .130 INTERLAYER FILM GLASSLAM 3/15" HEAT STREN'D GLASS 2 1/2" OVERALL LAM. GLASS LAMINATED BY 'UNITED GLASS LAMINATING' • • ••• • • • •.. S. .• • • • • • ••• • • • • • • • • •.• • • • • . ... • • • ••• • • • • • • • • • • • • . • • • • • • • • • • • • • • ••• ••• ••• II 06--1001— I II ii / \ o II \\ II II \'4 t II tI II it I =_ -_ =_ == I i 1 1 I- I I I 23 7/8" MAX. 1 /8" ANNEALED GLASS (EXTERIOR) .090 INTERLAYER FILM SAFLEX /KEEPSAFE MAXIMUM 1/8 " HEAT STREN'D GLASS (INTERIOR) D.L OPG. 34" MAX. LEAF WIDTH #10 X 3/4" PH SMS AT 5" FROM ENDS AND 12 -1/2" O.C. TYPICAL 1/16" OVERALL LAM. GLASS LAMINATED BY 'ARCH ALUMINUM' \ It / it 0 A 23 7/8" MAX. D.L. OPG. 34" MAX. LEAF WIDTH TYPICAL ELEVATION ( OXXO ) TESTED UNIT 1/8" HEAT STREN'D GLASS 070 INTERLAYER FILM SAFGLAS 1/8" HEAT STREN'D GLASS 5/16" OVERALL LAM. GLASS LAMINATED BY 'SECURITY IMPACT GLASS' GLAZING OPTION$ LARGE MISSILE IMPACT RESISTANT DOORS, SHUTTERS NOT REQUIRED / 1 SURFACE APPLIED FALSE MUNTINS MAY BE USED 0 g 1 �a 8 3/16" HEAT STREN'D GLASS .130 INTERLAYER FILM GLASSLAM 3/15" HEAT STREN'D GLASS 2 1/2" OVERALL LAM. GLASS LAMINATED BY 'UNITED GLASS LAMINATING' • • ••• • • • •.. S. .• • • • • • ••• • • • • • • • • •.• • • • • . ... • • • ••• • • • • • • • • • • • • . • • • • • • • • • • • • • • ••• ••• ••• S. •• • • • • • •• •• ,MAXIMUM DESIGN LOAD RATING = + 65.0 PSF {FOR SIZES SHOWN OR SMALLER) " oirk— 65.0 PSF APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. THE SIDELITES CAN BE ONE OR BOTH SIDES OF DOORS. ALSO FIXED UTES OF SINGLE (0) UNITS. DOORS / SIDELITES GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. THIS PRODUCT IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. GLAZING ADAPTER OPTIONS Engn OR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 DEC C 1 0 1 APPROVED AS COMPLYING WITH SOUTH FLORIDA BUILDING CODE DATE i1i��. ZGU L' ` oDUCT CONTROL DIVISION BUILDING CODE COMPUANC£OFF11 ACCEPTANCE NO. L' (' 'O(16, 03 R z © crzW O 05<r< i .00 cz 104 o I 0" w .- to to 1 0 8 3 t ci o Co' 0 0 to Z N re g �- = d I drawing no. WO1. 64 06--1001— I / \ o \\ \'4 t S. •• • • • • • •• •• ,MAXIMUM DESIGN LOAD RATING = + 65.0 PSF {FOR SIZES SHOWN OR SMALLER) " oirk— 65.0 PSF APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. THE SIDELITES CAN BE ONE OR BOTH SIDES OF DOORS. ALSO FIXED UTES OF SINGLE (0) UNITS. DOORS / SIDELITES GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. THIS PRODUCT IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. GLAZING ADAPTER OPTIONS Engn OR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 DEC C 1 0 1 APPROVED AS COMPLYING WITH SOUTH FLORIDA BUILDING CODE DATE i1i��. ZGU L' ` oDUCT CONTROL DIVISION BUILDING CODE COMPUANC£OFF11 ACCEPTANCE NO. L' (' 'O(16, 03 R z © crzW O 05<r< i .00 cz 104 o I 0" w .- to to 1 0 8 3 t ci o Co' 0 0 to Z N re g �- = d I drawing no. WO1. 64 • • ••• •• •• • • • • • • • • • • • • • ••• • • • ••• • • •• •• • • • • • • • ••• • • • • • • • •S• '4 TYPICAL ANCHORS rSEE ELEV. FOR SPACING WOOD BUCK F #10 X 3 4" PH SMS AT 4 -3 /4" FROM ENDS AND 14" O.C. MAX. x U y 73 .• 4 CONE SIUE , trif- r `.. . ..CQ3VCRETE •d d TYPICAL ANCHORS SEE ELEV. FOR SPACING 6 to a C J TYPICAL ANCHORS SEE ELEV. FOR SPACING — WOOD BUCK • .4 nor U 4 sn . coNC'RETE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR .SPACIWG 1 • • • • • • • • • • • • • • ••• TYPICAL ANCHORS SEE ELEV. FOR SPACING MASONRY OR .CONCRETE, to • 2 11) • METAL STRUCTURES • • (STEEL•OR 011LIM. 1/6" MIN. THICK) • :Fy 0,1136 KSI MIN. • • ALUMIVUI 46063-T5 5 MIN. ••• ••• • • •• • •• • • •• • • •• • l ▪ • • • • • • , • • • • • • • •• • • • • TYPICAL ANCHORS: SEE ELEV. FOR SPACING TP •N INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/4" MIN. TOTAL EMBED. (WOOD +SUBSTRATE) THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO MASONRY INTO METAL STRUCTURES (1/8" MIN. THICKNESS) (1/4" MAX. SHIM SPACE) #14 SMS OR SELF DRILLING SCREWS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) SEALANTS: FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SILICONE. 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: STANDARD SiLEL 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 TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING) Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 WOOD BUCKS NOT BY YALE OGRON, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. DEC J I 2001 0 4W O° i-4 O Oa of 3 t76 (305) 262 -6978 drawing no. WO1 -64 (sheet 2 of 5 • TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCK i ® 0 #10 X 3/4" PH SMS AT 4 -3/4" FROM ENDS AND 14" O.C. MAX. TYPICAL • ••• • • • ••• • •• • • • •• •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• WOOD BUCKS NOT BY YALE OGRON, MUST SUSTAIN LOADS IMROSED (415/ZING SYSTEM AND TRANSFER ThIEIIC TO TIE• B lIL is STRUCTURE. • • • • ••• ••• • • • • • #10 X 3/4" PH SMS AT 4 -3/4" FROM ENDS AND 14" Q.C. MAX. SILICONE 011 • • • • • • • • • • • • • • ••• •• 3 DOOR WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' SHIM MAX. FRAME WIDTH EXTERIOR 1/4" MAX. SHIM 1/4' SHIM MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 DEC 1 1 2001 APPROVED AS COMPLYING ¶MTHTH C i:? Fi G`.1 `/i PUILD HG CODE (' ?T_ 16 N. 3 2 4.)c32- z } r irl a L.. L V .fl u 0 c 0 .91 ' drawing no. WO1 -64 +t13vL+ iyie .� I: a. 4 I I OIL .0 (sheet 3of 5 ) 4.000 .110 4.000 r-.070 TYP. 1.500 .078 �I .625 .535 -L-�k- 1.490 SIDELITE FRAME �1594 -�{-i .470 .152.1 a 1.492 .969 .121 -1.750 L1.365 1Q DOOR FRAME HEAD L718 -"( x-.513 97� 3 1.217 1.514 b- 973 .050 -64 ® SNAP CAP 1.750 -1 1.087 INT. GLAZING LEG r2.281- ----• 2.125 1.568 3.749 4.249 4.156 4.000 .078 .130 • • ••• •••• '• •'• •• •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • ••• ITEM # PART # REQD. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 YE-8328 1 DOOR FRAME HEAD.'• • • _ •• • • • • 6p%3 -T5 - • 2 YE -809 AS REQD. SIDELITE FRAME •+ : .'• • • • '�i063 -T5 - 3 YE -810 1 THRESHOLD • •�' ••• '•• 6083 -T5 - 4 YE -808 AS REQD. SIDELITE - MULLION 6063 -T5 - 5 YE -811 AS REQD. FRAME JAMB • •• • • • • • ... ' 6063 -T5 - 6 YE -801 2/ LEAF DOOR LEAF SILL do HEMS ' • • : 063 -T5 - 7 YE -803 1 0008 LEAF JAMB - HOSE 310 • • • •" 96063-T5 - 8 YE-802 1 000R LEAF - LOCK SIDE 606.3-T5 - 9 YE -831 2/ LEAF SNAP CAP FOR DOOR LEAF & SILL 6063 -T5 - 10 YE-818 AS REQD. COVER PLATE 8063 -T5 - 12 YE -8248 4/ LEAF GLAZING CHANNEL - 13 YE -835 AS REQD. EXTERIOR GLAZING LEG 6063 -T5 - 14 YE -833 AS REQD. INTERIOR GLAZING LEG 6063 -T5 - 15 - - - - - 16 YE -602 AS REQD. WOOL FIN WEATHERSTRIPPING (.187 X .250) - ULTRAFAB 17 YH -622 AS REQD. BULB WEATHERSTRIPPING (.198 X .260) - TEAM PLASTIC 18 - - - - - 19 YH -615 1 LOCK SET BY HARLOC OR WESTLOCK - - 20 I YH -810 AS REQD. FLUSH BOLT BY DELTA IND. ZINC 01ECAST 21 - 3/ LEAF BUTT HINGES, Al' 10-5/8° FROM ENDS & MIDSPAN ALUMINUM WITH SS PIN 22 YE -805 4/ LEAF PRESSURE PLATE -TIE ROD 6083 -T5 2 -1/2" LONG 23 YH -630 2/ LEAF 3/8" DtA. THREADED ROD STEEL - ` 24 - 1/ LOCK ST. REINFORCING TUBE, FULL LENGTH OF PANEL ALUMINUM 1 -1/2" X 3" X 1/6" .632 - +»--'-I ® TOP /BOTTOM RAIL L1.656J 1.500 4' SIDE LITE JAMB DOOR FRAME JAMB i A78-1 F" 4.000 Q THRESHOLD 4.158 4280 0 HINGE STILE 4.158 r.078 1.812 2.116 4.290 LOCK STILE .450 YH- 652/853 HINGE OEC I 1 7001 drawing no. WO1 --64 i (4) #10 X 1" PH SMS FRAME UPPER CORNED FRAME LOWER C RNER • • ••• • • • ••• •. • • • • • •• •• • • • • • • • • • • • • . • • • • ••• • • • • • • • • • • • • • • • • • • y • ••• • • • • •.. • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• ••• • • •• • • • •• ••• • • • • 3 nt STE�S •• • .T) g tor,. • PR SSURE PLATE •' GT • . •.• 1/2" LONG 5/16" NUT AT EACH END OF ROD DOOR LEAF CORNER Engr: OR. HUMAYOUN PAR004 STRUCTURES FLA. PE 1 16557 DEC 1 1 ?Cif' . 1 "k".i4% z 0 i o LJ 5 YALE OGRON MFG. CO. INC. 671 WEST 18TH ST. HIALEAH, FL. 33010 -2480 TEL (305) 887 -2646 FAX (305) 883 -1309 L 0 m .5 0 0 0 �C o M x o y P .o at drawing no. WO1 -64 sheet 5 of 5 • • •.. • • • ••• •• •• • • • •• •• • • • • • • • • • • • II • .. • • ••. • • 1/4" OR 5/16 ". DIA. ANCHORS IN CLUSTERS OF 4 • AT •HEAD :SILL ! • i 742 *AT:EAiH SIDE) SES C ON SHEET 2� • CAPAC • • SURFACE APPLIED FALSE MUNTINS OPTIONAL 6" MAX. TYP. HEAD /SILL CORNERS oo N 12 3/4" MAX. HEAD /SILL (C 0 0 BUTT HINGES OPTIONAL WINDOWS UPTO 38 -3/8" HTS. REQUIRE 2 HINGES ONLY SERIES -1400 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. C \ \ �S) 31 7/8" MAX. R -L OPG. 36 3/4" MAX. VENT WIDTH 38 5/8" MAX. WINDOW WIDTH SINGLE VENT WDW, 0 0 6" MAX. TYP__ HEAD /SILL CORNERS ••• • • • • • • • • • 11 1/4" 2 1/2" •• • • • • •o—•• ¥ • •• • • • 4.--• Si • • • • ••• • • • • 12 3/4" MAX. :T"9 ILI VENT HEIGHT g :r 0 03 II II 1 • `I •I / / CO 0 BUTT HINGES OPTIONAL WINDOWS UPTO 38 -3/8" HTS. REQUIRE 2 HINGES ONLY \ 31 7/8" MAX. D.L. OPG. 36 3/4" MAX. VENT WIDTH WINDOWS UPTO 36" HT. • REQUIRE 1 LATCH ONLY 76" MAX. WINDOW WIDTH DUAL VENT WOW, -.3 CO u� BOT. HINGE 2 d8 U m MCI" UM At" _ THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr. DR. I•:UMAYOUN FAROOQ STRUCTURES FLA. PE # 18557 C.A.N. 3538 / z O z F w CC J • al Q Ce O t c�O a0w 0adfl • I0 aw II. .I ( C' <02 0 0 0 0 8 A 1; IR 0 U) 0 V 0 O vg a 0 0 0 ,C 00 U t^ I r , v Pt 4 ti (drawing no. W01 -52 sheet 1 of 5 DESIGN LOAD CAPACITY - PSF FOR ( X ) SIZES CLASS TYPE 'E' 1NT.( -) 65.0 85.0 65.0 65.0 65.0 85.0 65.0 WINDOW DIMS. GLASS TYPES 'A', 'B' 'C' & 'D' WIDTH HEIGHT EXT.( +) I NT.( -) 19 -1/8" 26 -1/2" 37' 28" (3) 75.0 75.0 75.0 75.0 75.0 75.0 65.0 65.0 65.0 19 -1/8' 75.0 75.0 65.0 • 26 -1/2' 38(4) e" 75.0 75.0 65.0 37 75.0 75.0 ' 65.0 19 =1%8° 26 -1 /Y 37" 50 -5/8° 75.0 (5) 75.0 75.0 75.0 75.0 75.0 65.0 65.0 65.0 55.0 65.0 19 -1/8" 26 -1/2" 3Y, 19 -1/8" 26 -1/2" 37" 12" 18" 24" 30" 36" 38" 75.0 75.0 -3M (6} 75.0 75.0 75.0 75.0 65.0 65.0 74-1/4" 75.0 75.0 (7) 75.0 75.0 75.0 75.0 24" (3) 12" 18° 24" 30" 36° 36" 36" (3) 12° 18" 24" 30° 36" 38" 48' (4) 12' 18" 24' 30" 36" 38" 60' (5) it 18' 24° 30" 35" 38" 72" (6) 12" 18" 24" 30" 36" 38" 76" (7) 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 70.7 70.7 66.9 86.9 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 70.7 70.7 68.9 66.9 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 70.7 70.7 66.9 66.9 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 70.7 70.7 65.9 66.9 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 74.0 74.0 65.0 55.0 65.0 65.0 85.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 55.0 65,0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 () = 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. WIND) B: ASTM E1300 -02 (3 SEC. GUSTS). U) 8 4 � J W 00 in ~ g Y U 0. 0 Fa- � a oX 0 re w 4 z • • ••• • • • •••. •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • ••• 1/8" HEAT STREN'D GLASS .060" • \7 SAFETY PLUS POl•1ESTBR • • l` \ BY 'GLASSLAM' : : • • j F.010" PET FIL • i•• I .060" INTERLAYER t\ [SAFETY PLUS POLYESTER • ' 1/8" HEAT S!REN+D 6L+ SS • • • • SILICONE • • • • • •• • • • • • • • • ••• • • GLASS TYPE 'A' - 1/8" HEAT STREN'D GLASS .015" URETHANE ADHESIVE .070" INTERLAYER r-'SAF -GLAS' POLYCARBONATE y BY 'SECURITY IMPACT GLASS' .015" URETHANE ADHESIVE I-1/8" HEAT STREN'D GLASS SIUCONE z co GLASS TYPE 'C' 3/16" ANN. GLASS .120 INTERLAYER UVEKOL -UQ. RESIN BY 'SURFACE SPECIALTIES' 1 1-3/16" ANN. GLASS SIUCONE GLASS TYPE 'E' GLAZING OPTIONS • • •• 1z • V'178" HEAT STREN'D GLASS • • • • • • • ii .090 PVB INTERLAYER 1 SAFLEX /KEEPSAFE MAXIMUM BY 'sOLUTIA' •• ' • • • \ y r-1 /8" HEAT STREN'D GLASS • ••• • • • •• • • Qi 11 •• GLASS TYPE 'B' C. o z .120 INTERLAYER y •UVEKOL -LIQ. RESIN BY 'SURFACE SPECIALTIES' 1/8" HEAT STREN'D GLASS SILICONE GLASS TYPE 'D' £ngr: DR. 111/M 'YOUN FAROOQ STRUCTURES FLA. PE f 16557 C.A.N. 0 .fl cw°O0 0'Z N .Jo 0 40 0 0 m U r: o )L. drawing no. WO1 -52 _Lsheet 2 of 5 j DESIGN LOAD CAPACITY - PSF FOR (XX ) SIZES CLUSTER OF ANCHORS AT IMPOST LOCATION 1/4" ANCHORS W/0 SHEAR CLIP CLUSTER OF ANCHORS AT IMPOST LOCATION 1/4" ANCHORS WITH SHEAR CLIP 5/16 ANCHORS W/0 SHEAR CLIP WINDOW DIMS. GLASS TYPES 'A'. 'B', '0' & 'D' GLASS TYPE 'E' GLASS TYPES 'A', 'B', 'C' & '0' GLASS TYPE 'E• WIDTH HEIGHT EXT.(+) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) ENT.( +) 1NT.( -) 37° 53 -1/8° 74" �3) _75.0 75.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 65.0 65.0 65.0 75.0 75.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 65.0 37 " 53 -1/8' -3 J8, (4) 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 85.0 75.0 75.0 65.0 65.0 74" 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 37" 53 -1/8" 50 -5/8" (5) 75.0 75.0 85.0 65.0 65.0 F 75.0 75.0 75.0 65.0 65.0 75.0 75.0 55.0 75.0 65.0 65.0 74' 65.2 65.2 65.0 65.0 75.0 75.0 65.0 65.0 37" 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0_ 53 -1 /8° 74" �8) 73.0 73.0 65.0 65.0 75.0 75.0 65.0 65.0 52.4 52.4 - - 75.0 75.0 - - 37" 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 53 -1/8" 74" 74 (7) 4" 61.9 61.9 - - 67.0 67.0 - - 44.4 44,4 - - 50.6 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 85.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 85.0 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 24" 36" 48" 60" 72" 76" 36" (3) 75.0 75.0 85.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 85.0 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 65.0 65.0 70.7 70.7 65.0 65.0 70.7 70.7 66.9 66.9 65.0 65.0 66.9 66.9 85.0 65.0 24' 36" 48" 60" 72" 76' 48" (4) 75.0 75.0 65.0 65.0 75.0 75.0 85.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 85.0 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 85.0 85.0 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' 38" 48' 60' 72" 76" 75.0 75.0 65.0 65.0 75.0 75.0 65.0 55.0 75.0 75.0 65.0 65.0 75.0 75.0 85.0 55.0 60" 75.0 75.0 55.0 65.0 75.0 75.0 65.0 65.0 (5) 67.8 67.6 65.0 65.0 75.0 75.0 65.0 65.0 56.5 56.5 - - 70.7 70.7 - - 53.6 53.5 - - 66.9 66.9 - - 24" 36" 48° 60° 72" 76 " 75.0 75.0 85.0 55.0 75.0 75.0 65.0 65.0 72" 75.0 70.7 75.0 65.0 65.0 75.0 75.0 65.0 65.0 70.7 65.0 65.0 75.0 75.0 65.0 65.0 (6) 565 56.5 - - 66.3 66.3 - - 47.1 44.6 47.1 - - 57.1 57.1 - - 44.6 - - 54.8 54.8 - - 24" 36" 48" 60" 72' 76" 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 76" 66.9 66.9 65.0 65.0 68.4 68.4 85.0 - _ - 85.0 . -^ (7) 53.6 53.8 - - 56.0 58.0 44.6 44.6 - - 48.0 48.0 42.3 42.3 - - 46.0 46.0 - - () = 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. WIND) B: ASTM E1300 -02 (3 SEC. GUSTS). U) 8 4 � J W 00 in ~ g Y U 0. 0 Fa- � a oX 0 re w 4 z • • ••• • • • •••. •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • ••• 1/8" HEAT STREN'D GLASS .060" • \7 SAFETY PLUS POl•1ESTBR • • l` \ BY 'GLASSLAM' : : • • j F.010" PET FIL • i•• I .060" INTERLAYER t\ [SAFETY PLUS POLYESTER • ' 1/8" HEAT S!REN+D 6L+ SS • • • • SILICONE • • • • • •• • • • • • • • • ••• • • GLASS TYPE 'A' - 1/8" HEAT STREN'D GLASS .015" URETHANE ADHESIVE .070" INTERLAYER r-'SAF -GLAS' POLYCARBONATE y BY 'SECURITY IMPACT GLASS' .015" URETHANE ADHESIVE I-1/8" HEAT STREN'D GLASS SIUCONE z co GLASS TYPE 'C' 3/16" ANN. GLASS .120 INTERLAYER UVEKOL -UQ. RESIN BY 'SURFACE SPECIALTIES' 1 1-3/16" ANN. GLASS SIUCONE GLASS TYPE 'E' GLAZING OPTIONS • • •• 1z • V'178" HEAT STREN'D GLASS • • • • • • • ii .090 PVB INTERLAYER 1 SAFLEX /KEEPSAFE MAXIMUM BY 'sOLUTIA' •• ' • • • \ y r-1 /8" HEAT STREN'D GLASS • ••• • • • •• • • Qi 11 •• GLASS TYPE 'B' C. o z .120 INTERLAYER y •UVEKOL -LIQ. RESIN BY 'SURFACE SPECIALTIES' 1/8" HEAT STREN'D GLASS SILICONE GLASS TYPE 'D' £ngr: DR. 111/M 'YOUN FAROOQ STRUCTURES FLA. PE f 16557 C.A.N. 0 .fl cw°O0 0'Z N .Jo 0 40 0 0 m U r: o )L. drawing no. WO1 -52 _Lsheet 2 of 5 j WINDOW HEIGHT LOCATION OF ANCHOR CLUSTER AT IMPOST AT XX WINDOWS ONLY #7 X 1/2" F.H. SMS 2 PER HINGE •MIN #7 X 5/8" F.H. THREAD CUTTING SCREWS 2 PER HINGE ti TYPICAL ANCHORS 7-SEE ELEV. FOR SPACING j TYPICAL ANCHORS SEE ELEVS. FOR SPACING , I BY WOOD BUCK 17-1-Mri 0 ift! 0 0 -�Q 0 0 = Ui a 0 4 i II 0 8 0 4 44 . TYPICAL ANCHORS SEE ELEV. FOR SPACING \ \i 1 STRUCTURE 1 IVO 1 3/4d MIN. a 4 a 4 LOCATION 1}F ANCHOR CLUSTER AT IMPOST AT XX WINDOWS ONLY r 44 4 x In I UI a • • ••• • • • •• •• • • • •• •• • • • • • • • • • • • • ••• • • • • • ♦ • • • • • ••• • • • • • • • • • MIAMI —DADE COUNTY APPROVED MULLION & MUWON ANCHORS SEE SEPARATE NOA #12 SMS•� TYPICAL ANCHORS__ SEE ELEV. FOR SPACING g • • • • • • • • ••• • •• • • • • • • • •.. • • • • • 0••• • • ••• • • • • • 7/8 • • DEB WQOD CK MI _ WOOD z RUCTURE •• • • • • ••• • • • •• .• • • • • • • S. g a • • • • r TYPICAL ANCHORS 1 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. A' ELEV. FOR SPACING s 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 114 SMS OR SELF QRjLUt4G SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED 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 INTO DADE COUNTY APPROVED MULLIONS M N. 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. ALUMINUM SHEAR CUP 6' LONG AT ANCHOR LOCATION OR PAINTED) = .090") nigeticTILENEWNDI AccepanceNit K, Engr: OR. HUMAYOUN FAROOQ STRUCTURES F1A PE # 16557 CAN. ,?53B NOV 0 9 2006 t) 11 r N tra m O. as J z a CJ ri >"Q a co cc ooe J co co 4t w� l C O a 0 :J 0 m 8 N P 8 (T ttpirstien m 0 In 0) 0 o* p • N 4 drawing no, WO 1— 52 (sheet 3 of 5 1/2" X 7/8" X 1/8" 2 -3/4" LONG SNUBBER ANGLES AT 12" FROM HEAD /SILL AND AT MIDHEIGHT • • ••• • •• •• • • • • • • • • • • • ••• • • • ••• • • • • • • • • • • ••• •• •• • • • • • • • • • • • • • • ••• ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPULER /REMARKS 1 .. _ _J 2 3 YE -1401 4 .. 4 FRAME • • - 6O} —T5 • • • — • •••1 • • • • YE-1402 • VENT i • • • •• • 60I —T5 • • • s • • • • _ YE -1404 1 • •— CENTER POST • • • •.. 61414.161414.1* 6063 —T5 ••�• • 4 YE -1405 AS READ. • GLAZING BEAD — 5 6 #8 X 1" AS READ. FRAME AND VENT ASSEMBLY SCREWS — • IA. a WNY! • — m-1409W AS READ. BULB WEATHERSTRIPPING ••• d BULUVAN 7 Y14-920 AS REQD. • LEAF WEATHERSTRIPPING • • •SULBVAN & ILUVAN 8 BA 30744 2/ VENT ir 2 BAR HINGE, AT TOP AND BOTTOM • • • • 4-- TEEL • 1P U1t•I• • • • YH --650 3/ VENT BUTT HINGES (ALT. TO BAR HINGES) — ATTACHED W/ (6) #10 X 1/2° FH SCREWS _8 — 2/ VENT FACE MOUNT LOCK sittL TRUTH, AT 13 -1/2" FROM BUT. & 17 -1/2" FROM TOP 10 — 2/ VENT LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL YALE, AT 13 -1/2" FROM BOT. & 17 -1/2" FROM TOP 11 — 1/ VENT ROTO OPERATOR STEEL TRUTH, AT 12" FROM ENDS 12 YH -1411 1/ CORNER FRAME CORNER KEY — YALE 13 YH -1408 1/ CORNER VENT CORNER KEY — DECO 10 X 3/4" SMS PER ANGLE 1BY WOOD BUCKS MIAMI —DADE COUNTY APPR,D MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR WINDOW WIDTH WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING p TYPICAL ANCHORS SEE ELEV. FOR SPACING SINGLE VENT WINDOWS 1/4" MAX. 1/4" MAX. SHIM METAL STRUCTURE 1BY WOOD BUCKS TYPICAL ANCHORS a • r SEE ELEV. FOR SPACING pRoDUCIUNCOUre servintettbdialbilfr Lam • i. 4011110 Or"- Aseeptsinesne L_ TYPICAL ANCHORS SEE ELEV. FOR SPACING D.L OPG. Engr.`DR. IIUMAYOUN F.AR000 STRUCTURES PIA. PE # b6857 C.A.N. 3538 VENT WIDTH EXTERIOR WINDOW WIDTH DUAL VENT WIND ©WS • • ... • • • ••. •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • PLASTIC END CAPS ST. STEEL PIN • • • • • • • • • •�/� • • ••• • • • • • • • • • • • • • • .062 2.139 1.600 °I.572 1.124 1.152 --� 4.484 4.684 1.265 1.702 I BUTT HINGE FRAME CORNER 4.200 - 3.500 .062 - 1.315 2.785 .266 -_ IMPOST .755 .260 F� GLAZING BEAD 1.160 1 .a62 VENT CORNER IMPOST COPING SHEAR CUP ALUMINUM (6063 —T5 OR 3003 —H14) 0 9 2006 FALSE MUNTINS (SURFACE APP MAY BE USED THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 2500 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHART SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR S.H. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. THIS PRODUCT HAS BEEN DESIGNED AND tt_5It.D TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A 33% INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. 37. WINDOW WIDTH 34" D.L. OPG.(FiXED) 14 3/8" MAX. HEAD SILL 5" MAX. TYP. • -- II I I I I II II HEAD /SILL CORNERS I1 32 5/8' D.L OPG. 34 3/4' VENT WIDTH N Id • • ••• • • • ••• •• •• • : • •• •• • • • • • • • • • • ••• • • • • • ••• • • • •••• • • • • • • • • • • .•• FALSE MUN1jIS (SURFACE MAY HBEDIISpD . • • • • • • • • • • • • • • • ••• 53 1/8" • oo • • • • 521 3/4". • • • • D.L GPG& (FIXED) •.• S•• • • 14 3/8" MAX. • . HEAP /SILL • • • • • • • • WINDOW WIDTH • • ••• •• • • •• •• O a 14- It TYPICAL ELEVATION TESTED UNITS PERMIT #n 48 3/4" R.L OPG. 51" VENT WIDTH Miami S APPROVED hores Vi '_one -'-rte - -'--- BY DATE 01111 -a ZONING DEPT BLDG DEPT UAW ,SUELIECTTO r:+ ' r' r; WITH ALL - DERAL STATE ANDCOUNTY MI ES AND 5" MAX. 1W. HEAD /SILL CORNERS LAMINATED GLASS LARGE MISSILE IMPACT YOU FAR000 SPi'RES CAN PE # 16557 Approved es complying with the Florid* Hsidfmg Bate z no tt�� m Ft W I ©0 a C? 4 0'z 05 .cd� Ct tot N W F ag $2 Q � tp Z�� 11 11;;; E2A M LLI .. r.oLJ0 vv r V Lt 201155 •`o drawing no. W05 -37 (sheet I of 5 EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS METHOD 'A' 1ANCH0RS HO& B WIDTH HEIGHT EXT.( +) 1NT.( -) EXT•.( +) 1NT.( -) 19 -1/8" 26 -1/2" 3�7 42" 48' 53.1/8" 26-') (3) 70.0 90.0 70.0 90.0 70.0 90.0 70.0 90.0 70.0 90.0 70 090.0 70.0 90.0 70.0 90.0 70.0 85.4 70.0 90.0 70.0 78.0 70.0 90.0 19 -1/8" 70.0 70.0 90.0 70.0 90.0 6-1/2"-\ 70.0 90.0 70.0 99.o) 42" 48" 53 -1/8" (38 -3/8 ") 70.0 90.0 ( 70.0 _ 90.0 (4) 70.0 81.5 70.0 90.0 70.0 73.0 70.0 90.0 67.0 67.0 70.0 90.0 19 -1/8" „,_6.4-7-211/ 42" 48" 53 -1/8" (4) 70.0 90.0 70.0 90.0 70.0 81.4 i 70.0 90.0 64.2 64.2 , 70.0 99-m 58.3 58.3 70.0 d 90-X0 -"" 52.5 52.5 60.0 85.0 48.4- 48.4 60.0 65.0 19 -1/8" 26-1/2" 37' , 42" 48" 53 -1/8" (5) 70.0 90.0 70.0 90.0 70.0 83.1 ' 70.0 90.0 68.0 66.0 C - - 7 0 87.8 60.0 60.2 60.0 65.0 54.5 54,5 60.0 63.2 50.3 50.3 56.2 56.2 19 -1/8" 70.0 90.0 70.0 90.0 r-1 /z 70.0 90.0 . 70.0 90.0 m 37" 42" 48" 53 -1/8" 70.0 72.8 70.0 81,6 (6) 80.0 65.0 60.0 85.0 60.0 60.2 60.0 81.1 54.1 54.1 54.1 54.1 19 -1/8" 26 -1/2" 37" 42" 48° 53 --1/8" 70.0 90.0 70.0 90.0 70.0 74.8 70.0 84.1 74 -1/4" 58.6 58.6 59.4 59.4 (8) 53.8 53.8 60.0 61.8 48.9 48.9 55.8 55.8 45.4 45.4 50.7 50.7 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. 1/4" OIA ANCHORS AT THIS LOCATION FOR UPPER HALF OF JAMBS W 1/4' DIA. ANCHORS AT THIS LOCATION FOR UPPER & LOWER HALF OF JAMBS • • .•• • • UNEQUAL LITES (ORIEL TYPES) WINDO>I'S : • :. I DESIGN LOAD CAPACITY - PSF . F WINDOW DIMS. ANCHORS METHOD 'A' ANCHORS MOD 'B' WIDTH HEIGHT EXT.( +) INT.( -) EXV+•) ••1NT.(-,: 19 -1/8" 26 -1/2" 37" 42" 48" 53-1/8" 50 -5/8" (4) 70.0 90.0 41.0: •' 9$.0 i 70.0 81.4 7041 •••90.0•• 64.2 64.2 70.0 81.7 58.3 58.3 70.0 .. • TL5 • 52.5 52.5 60.0•. :9{3: 54.3. • 48.4 48.4 54.3 19 -1/8" 26 -1/2" 37° 42" or 53-1 /8" 59" (5) 70.0 90.0 70.0• • •900 70.0 83.1 70.0 90.0 63.2 83.2 63.2 63.2 60.0 60.2 60.0 65.0 54.5 54,5 59.6 59.6 50.3 50.3 53.5 53.5 19 -1/8" 26 -1./2' 37° 42" 48" 63" (8) 70.0 90.0 70.0 90.0 70.0 81.8 70.0 81.8 58.0 58.0 58.0 58.0 60.0 60.7 60.0 60.7 54.4 54.4 54.4. 54.4 19 -1/6" 28 -1/2" 37" 74-1/4" (8) 70.0 90.0 70.0 90.0 64.5 84.5 64.5 84.5 45.1 45.1 45.1 45.1 * NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. •• • • • • • • ••• •• • • • • • • •.. 1/8" ANN. GLASS .090 POLYESTER INTERLAYER SAFETY -PLUS II BY GLASSLAM 1/8" ANN. GLASS SILICONE GE 2800 NOTE: GLASS CAPACITIES ON THIS SHEET ARE ED ON ASTM E1300 -98 (SO SEC. WIND) 3/16" DIA. ANCHORS AT THIS LOCATION FOR LOWER HALF OF JAMBS FOAM TAPE ANCHORS METHOD 'A' ANCHORS METHOD 'B' OCT 06 2005 drawing no. W05-37. TYPICAL ANCHORS 1/4" TAPCONS - SEE ELEV. FOR SPACING a 0 OPTIONAL TO BOTTOM LATCH TYPICAL ANCHORS 1/4" TAPCONS SEE ELEV. FOR SPACING METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL : Fy = 36 KSI MIN. ALUMINUM : 6063 —T5 MIN. TYPICAL ANCHORS #14 SMS SEE ELEVS FOR SPACING TYPICAL ANCHORS 1/4" TAPCONS SEE ELEV. FOR SPACING m i : ▪ 0 2BY WOOD BUCK MIAMI —DADE COUNTY APPROVED MULLION & MUWON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS #10 SMS SEE ELEV. FOR SPACING • • ••• • • • ••• •• •• • • •- • •• • WOGD BI CK •NQT :B` E.S: viipOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. MP MP • • • ••• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • TYPLCAZ.. •AN5ASS4 SEEe ELEtt FOR SPACING f ° OR (J4" TAPCON ;SEE SHEET 2 FOR USE OF 3/18" TAPCONS) INTO 2B`f oiveor p11c Kp 4WW VMOQD •STRUCTURE 1 -3/8" 'tujlNi •PEI/E134A CIN INFO WQOD THRU ISVS 137U&SS 'INTO COIWC' CR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 014 SMS OR SELF DRILLING SCREWS INTO METAL STRUCTURES (1/8" MIN. THICKNESS) (1/4" MAX. SHIM SPACE) 010 SMS OR SELF DRILLING SCREWS INTO DADE COUNTY APPROVED MULLIONS (1 /8" MAX. SHIM SPACE) SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD SEAM SEALER SM5555. WEEPHOLES: W1 = 3/4" WEEP NOTCH AT EACH END Engr. DP. HUMAYDUN FAE;OOQ STRUCTURES f1A.. i'E ## 16557 .C.A.N. 3538 OCT 06 2005 Approved at eoemp[ying with the for ,.: Aoidlzg ode Veto a U SERIES 2500 ALUM sia 6 A —i drawing no. W05-37 (sheet 3 of S ) ... • • TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 2 FOR CAPACITY 1/4" MAX 0 SHIM MIAMI -DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS #10 SMS SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH .1/4" SHIM MAX. ITEM # PART # RE$II. • • f ! f • ♦ • DESCR)P*ION : : : . : : • : 4TERIAL MANF. /SIIPPTIER/REMAI%ICS 1 YE -169 1 FRAME HEAD 8063 75 - 2 YE -187 1 FRAME SILL 6063 -45 - 3 YE -102 2 FRAMG JAMB • • •: ..• • • •6O ' :T5 - 4 YE -152 1 FIXED:RV- • • • • VENT TOP At' • • • • • • : �60� 3 -T5 • 6C3 --r5 - - 5 YE -151 1 6 YE -168 1 VENT BOTTOM RAIL ' 6063 -15 - 7 YE -92D 2 VENT JA `B' • • • • • • • • GLAZING IUD ' • •' • 6063 -T5 ATAIMINUM - ROLL FORMED 8 - AS READ. 9 - - - Si, • • • • • •• . •• - - 10 - 2/ VENT BLOCK & TACKLE BALANCE -- - 11 YH -511 AS READ. BULB VINYL PVC SINGLE 12 YH -510 AS RE®. BULB VINYL PVC SINGLE 13 YH -509F AS READ. PILE - SCHLEGEL .187 X .250 - FIN SEAL (DOUBLE} 14 YH -504 2/ VENT VENT LATCHES NYLON /CELCON AT 11" FROM ENDS 14A YH -515 2/ VENT CAM LOCKS ZAMAK AT 11" FROM ENDS 15 #10 X 3/4" 8 FRAME ASSEMBLY SCREWS CRS PLATED, PH SMS 18 #8 X 1" 2 FIXED RAIL SCREWS CRS CAD PLATED. PH SMS 17 #8 X 1 -1/4" 4/ VENT VENT ASSEMBLY SCREWS CRS CAD PLATED, PH SMS 18 HRB93 1 REINFORCING BAR (.627 X .3121 STEEL - 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 2 FOR CAPACITY TYPICAL ANCHORS SEE B.W. FOR SPACING SEE SHEET 2 FOR CAPACITY 1/4" SHIM MAX. 2 BY WOOD BUCK TYPICAL ANCHORS -SEE ELEV. FOR SPACING SEE SHEET 2 FOR CAPACITY 5 03 w Z a E.4 0 E rd cn * V ~ w T.; 2)44 4 a CD uit'vg z in C J 3 J drawing no. W05-37 sheet 4of 5 2.220 •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • 000 • • • • 000 1.327 .827 • s • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• ••• • • FRAME HEAD J12F= VENT TOP RAIL f.__1.562 3.125 2.687 1.625 .055 2.583 1.125 1.070 S.H. VENT CORNER DETAIL VENT BOTTOM RAIL — 2.174 VENT SIDE RAIL 3.027 3.527 FRAME SILL -1.179 �-ml -- 1.617 ---a FRAME JAMB drawing no. W05 -37 (sheet 5 of 5 •