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NOA 19-0611.07 410 SERIES ALUMINUM FIXED
MAW MIAMI—DADE COUNTY,•' • PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 1: )EPARTMENT OF •' 1 ECONOMIC RESOURCES(RER) Florida 331752474 30ARD AND CODE ADMINISTRATIONDIVISION T (78690 :• •' 'iOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/buildin2 WinDoor9 Inc. 7500 Amsterdam Drive Orlando, FL 32832 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "410" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. PW410LMI-NOA, titled "Series 410 Fixed Window (L.M.L)", sheets 1 through 10 of 10, dated 06/05/19, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, 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 bung code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 184001.12 and consists of this page 1 and evidence pages &1, E-2, E-3 and E4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 19-0611.07 Expiration Date: June 03, 2024 Approval Date: July 11, 2019 Page 1 WinDoor, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09412 7.17) 2. Drawing No W18-931), titled "Series 410 Fixed Window (L.M.I.)", sheets 1 through 6, 6.1, 7, 8 and 9 of 9, dated 12/04/08, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 18-1001.12) B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal(t and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA No.15-0512.12) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, DurasealO and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA No.154512.12) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer(k insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA No.15-0512.12) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum fixed windows, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0504A8, (Specimen 15) dated 12/18/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 094127.17) 1 1711 nt �v Product Cob NOAI Expiration Date: Approval Date: E-1 P.E. To. 19-0611.07 June 03, 2024 July 11, 2019 WinDoor, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Small Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum fixed windows, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0504-08, dated 11/13/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 094127.17) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 611 Edition (2017), dated 08/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.18-0122.20) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6t'' Edition (2017), and of no financial interest, dated August 29, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.18-0122.20) 2. Laboratory compliance letters for Test Report No. HTL-0080-0504-08 (Specimen 15), issued by Hurricane Test Laboratory, Inc., dated 12/18/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 094127.17) Manuel P z, .E. Product Control xa finer NOA No. - 611.07 Expiration Date: June 03, 2024 Approval Date: July 11, 2019 E-Z WinDoor, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS kcONT>rrunu) 3. Laboratory compliance letters for Test Report No. HTL- OMA504-08, issued by Hurricane Test Laboratory, Inc., dated 11/13/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 09-0127.17) 4. Test Proposal for the qualification of Butacite® PVB glass interlayer by DuPont as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. (Submitted under NOA No.15-0512.12) 5. Private Labeling Agreement document in conformance to Product Control guidelines, dated 09/05/18, signed by Dean M. Ruark, P.E., Vice President of Engineering/Product Mgmt. (Submitted under NOA No. 184001.12) G. OTHERS 1. Notice of Acceptance No. 184001.08, issued to CGI Windows and Doors, Inc. for their Series "410" Aluminum Fixed Window - L.M.I. approved on 12/06/18 and expiring on 06/03/24. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. PW410LMI-NOA, titled "Series 410 Fixed Window (L.M.I.)", sheets 1 through 10 of 10, dated 06/05/19, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 560 aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL49-8916, dated 04/10/19, signed and sealed by Idalmis Ortega, P.E. Manuel Per , '� Product Control E am' er NOA No. 19-O�iY 1.07 Expiration Date: June 03, 2024 Approval Date: July 11, 2019 E-3 WinDoor, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Water Resistance Test, per FBC, TAS 202-94 3) Small Missile Impact Test per FBC, TAS 201-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 130 and 410 aluminum fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL49-8917, dated 04/09/19, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. Notice of Acceptance No. 18-0301.06 issued to Eastman Chemical Company (MA) for their "Saflex CP we Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 05/17/18, expiring on 12/11/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017), dated June 7, 2019, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 7, 2019, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 3. Proposal No. 19-0219 issued by the Product Control Section, dated March 13, 2019, signed by Ishaq Chanda, P.E. 4. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to this NOA, dated May 22, 2019, signed and sealed by A. Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 184001.12, issued to WinDoor, Inc. for their Series "410" Aluminum Fixed Window - L.M.I. approved on 12/12/18 and expiring on 06/03/24. Manuel Per Product Control E mi r NOA No. 19- .07 Expiration Date: June 03, 2024 Approval Date: July 11, 2019 E-4 AVAILABLE FRAME TYPES 72 72 Frame Dim. Frame Dim. Same frame used on all four sides 222 67 21 2 68 2 D.L. Opng. D.L. Opng. N NI STANDARD COVER + ` PC CUSTOM LONGER COVER (OPTIONAL) SURFACE APPLIED 4.090 4.090 FALSE MUNTINS 7 (OPTIONAL) rVI It f t nPClilt N 0 N 4 0 I It cIN 01 ilU C ____ ____ ___ ___ ________ TO Ed it E E o E oPC 0 0 1 0 0 p c p c O 0 0 O N 0 N 0 N E E C li 3 ----- O--------------------- FLANGE FRAME FLANGE FRAME LAMINATED GLASS INSULATED LAMINATED GLASS ,it , CPF 4.090 4.090 + � � 11 It Is c c 1 aPP, It it I 6„ 16» } NI 6„ 16„ �Nm c aci Max. Comers Max. Comers Max. Short Side Max. Shot Side E N E N 0 o TYPICAL ELEVATION TYPICAL ELEVATION f o ` N i FLANGE FRAME EQUAL LEG FRAME G N 3 l l 2 INSTRUCTIONS FOR USING CAPACITY CHARTS: EQUAL LEG FRAME EQUAL LEG FRAME STEP 1 DETERMINE THE REQUIRED DESIGN PRESSURES FOR LAMINATED GLASS INSULATED LAMINATED GLASS A GIVEN WINDOW OPENING, STEP 2 DETERMINE THE CAPACITY OF THE WINDOW SIZE/CONFIGURATION/GLASS TYPE FROM CHARTS ON SERIES 410 FIXED WINDOWS SHEETS 2 AND 3, FOR INSTALLATION ANCHOR TYPES SEE SHEET 4. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS STEP 3 IF ALUMINUM BUCKS ARE USED, VERIFY THE BUCK SHUTTERS ARE NOT REQUIRED, OF FIX./FIX. OR FIX, WDW. WITH OTHER MIAMI—DADE COUNTY INSTALLATION CAPACITY FROM SHEET 8, APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS STEP 4 FOR UNCLIPPED MULLED WINDOWS DETERMINE IN BETWEEN. MULLION CAPACITY FOR 1X4 AND 2X6 TUBES LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL FROM CHARTS ON SHEETS 5 & 7. PI ODUCTIREVISLD WILL APPLY TO ENTIRE SYSTEM. as complying N ith the Fricrida STEP 5 FOR MULLION ANCHOR CAPACITY SEE CHART BaPal;;gn Cole THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ON SHEET 6. cctrancv P400 1 e REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING I ° llom Date � HIGH VELOCITY HURRICANE ZONE (HVHZ). THE LOWEST SELECTED VALUE APPLY TO THE INSTALLATION 1 BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE AND MUST EQUAL OR EXCEED THE REQUIRED DESIGN` t'""`�5" i�cc�?��ct DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO PRESSURES OBTAINED FROM STEP 1. THE BUILDING STRUCTURE. I ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, Title: Drawn By., W71�T ® � / �`\E`\ A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, SERIES 410 FIXED WINDOW (L.M.I.) AGK � • wDom `'�° • • L • • • • I ��I , �� ° ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. �IGE"�S'g INCORPORATED .' MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT Description: Date: •'S" 7500 AMSTERDAM DRIVE COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE = i�. v370J OR7ANDO, FL 32832 _ e REQUIREMENTS OF THE 2014 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. 6/5/19 / NOTES, ELEVATIONS (4o7)as1-saoo THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR PREPARED BY LYNN MILLER A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF Revision: Rev. By: Rev. Date: a;3 PC 1070 TECHNOLOGY DRIVEPOP, STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER a ORIGINAL ISSUE N. VENICE, FL 34275 I v E CFI INFILTRATION RESISTANCE ETC. (941)4801600 OR'tDF,PIP ° CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, � Series/Model: Scale: Sheet: Drawing No. Rev: COPYRIGHT© �s � 0 i w AND TO BE REVIEWED BY BUILDING OFFICIAL INC. 11 y� '//Ill I PW-410 LMI N.T.S. 1 OF 10 PW410LM1-NOA 0 ALL RIGHTSWINDO RESERVED k l A. LYNN MILLE, P.�. P.E.# 58705 CERT. OF AUTH. #29296 DESIGN LOAD CAPACITY - PSF GLASS TYPE 1 GLASS TYPE 2 ANCHOR OPTION I ANCHOR OPTION 2 ANCHOR OPTION I ANCHOR OPTION 2 DIM. 1 INCHES DIM, 2 INCHES EXT-(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT. (+) INT.(-) 30 36 120.0 150.0 120.0 150,0 133.0 150.0 133.0 150.0 120,0 150,0 120,0 150.0 133,0 150.0 133.0 150.0 42 48 51 120,0 150.0 120,0 150.0 133.0 150.0 133.0 150.0 116.5 116,5 116.5 116.5 133.0 150.0 133.0 150.0 110A 110.4 110,4 110.4 133,0 138.8 133.0 150.0 54 57 48 105.9 105,9 105.9 105.9 124,9 124.9 133.0 150.0 100.6 100.E 100.E 100.6 113.5 113.5 133.0 150.0 60 63 95,7 95.7 95.7 95,7 104.1 104,1 133.0 150.0 91.1 91.1 91.1 91.1 120.1 120.1 133.0 150,0 66 69 72 86.8 86.8 86.8 86.8 111,5 111,5 130.6 147.3 82,8 82,8 82.8 82,8 104.1 104.1 127,5 143,8 77,3 77.3 77,3 77,3 97.6 97,6 124.7 140.E 30 36 120.0 150.0 120.0 150.0 133.0 150.0 133.0 150.0 120,0 132.3 120.0 132.3 133.0 138.8 133.0 150, 0 42 48 51 54 57 60 63 66 69 72 54 115.5 115.5 115.5 115.5 129.7 129.7 133,0 150.0 105.9 105.9 105.9 105.9 124,9 124.9 133.0 150.0 101.5 101.5 101.5 101.5 123.7 123.7 133,0 150.0 97.3 97.3 97,3 97.3 123,3 123.3 133.0 150.0 92,7 92,7 92.7 92.7 111.0 111.0 133.0 150,0 88.5 88.5 88,5 88.5 100,9 100.9 133.0 150.0 84A 84A 84A 84.4 115.E 115,6 129.3 145,8 80.6 80.6 80.6 80.6 106.7 106.7 125.0 141.0 77.1 77.1 77.1 77.1 99.1 99.1 118.9 118.9 73.9 og 73.9 73,9 73,9 92.5 92.5 118,9 119.9 30 36 42 48 120.0 133,2 120.0 150,0 133,0 133.2 133,0 150.0 118.9 118.9 120.0 121,1 118.9 118.9 133,0 150,0 104.8 104,8 104.8 104.8 109.8 109.8 133.0 150.0 95.7 95.7 95.7 95.7 104.1 104,1 133.0 150.0 51 54 57 60 60 91.9 91.9 91,9 91.9 102.2 102,2 133,0 150,0 88.5 88,5 88.5 88.5 100,9 100.9 133.0 150.0 85.8 85,8 85,8 85.8 100.2 100.2 133.0 150.0 82,8 82.8 82.8 82.8 99,9 99.9 133,0 150.0 63 66 69 72 79A 79A 79.4 79A 99,9 99.9 107,0 107.0 76.2 76.2 76.2 76.2 99.9 99.9 107,0 107.0 75.0 75.0 75.0 75,0 96,1 96.1 107.0 107,0 72,0 72.0 72,0 72.0 89.2 89,2 107.0 107.0 30 36 42 48 51 54 120,0 145.8 120.0 145,8 133.0 146,9 133,0 150.0 111.2 111.2 111.2 111.2 130.1 130.1 133.0 150.0 95.6 95,6 95.6 95,6 118,9 118.9 133.0 150.0 86,8 86,8 86.8 86,8 111,5 111.6 130.E 147.3 82.7 82,7 82.7 82.7 108,8 108.8 127.5 143.8 80.6 80,6 80.6 80.6 106.7 106.7 125.0 141,0 57 60 63 66 69 72 66 78.4 78A 78A 78.4 105.2 105.2 112.6 112.6 76.2 76,2 76,2 76.2 99.9 99.9 107.0 107.0 75.2 75.2 75.2 75,2 103A 103A 101.9 101,9 72.4 72A 72A 72.4 103.2 103.2 97.3 97.3 69,8 69,8 69.8 69.8 94.6 94.6 97.3 97,3 67.4 67A 67A 67.4 87,3 87,3 97.3 97.3 30 36 120.0 131.5 120.0 138,1 131.5 131.6 133.0 150,0 103,2 103.2 103.2 103.2 115.6 115.E 133.0 150,0 42 48 87,2 87.2 87.2 87,2 104,9 104.9 133,0 150,0 77.3 77.3 77.3 77.3 97.6 97.6 124,7 140.E 51 75,6 75.6 75,6 75.6 94.8 94.8 125.9 125.9 54 57 60 63 66 72 73.9 73.9 73,9 73.9 92.5 92.5 118.9 118.9 oo 74.5 74,5 74.5 74.5 90.7 90.7 112.6 112.6 72,0 72.0 72.0 72.0 89.2 89.2 107.0 107.0 69.6 69.6 69,6 69.6 88.1 101.9 101.9 67A 67.4 67A 67A 87.3 ±86.9 97.3 97.3 69 72 66,0 66.0 66,0 66.0 86.9 93,0 93.0 63A 0000 63.4 63A 63A 86.7 86.7 89,2 89.2 DESIGN LOAD CAPACITY - PSF DIM. 1 INCHES DIM, 2 INCHES GLASS TYPE 1 GLASS TYPE 2 ANCHOR OPTION 1 ANCHOR OPTION ANCHOR OPTION 1 ANCHOR OPTION 2 EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT. (-) EXT,(+) INT.( - ) 30 36 42 48 51 54 63 66 69 72 78 120.0 130,9 120.0 130.9 133.0 142,7 133.0 150.0 97.0 97.0 97.0 97.0 124,9 124.9 133.0 150.0 80.0 80,0 80.0 80.0 112,7 112.7 130,0 146.E 71.1 71,1 71,1 104,1 104.1 132,8 132.8 69.6 69,6 69.6 100,7 100.7 125.9 125,9 70,7 70.7 70.7 F70,7 97,9 97,9 118.9 118,97 68A 68.4 68.4 95.6 95,6 112.6 112,60 66.4 66A 66A 93,7 93,7 107,0 107.0 65A 65A 65.4 65A 92.1 92.1 101.9 101.9 63.4 63.4 63.4 63A 90.8 90.8 97,3 97.3 61.3 61.3 61.3 89.9 89.9 93.0 93,0 59,3 59.3 59.3 86.7 86.7 89,2 89.2 30 36 42 48 51 54 57 60 63 66 69 72 84 K70 125.7 120.0 125.7 130.3 130,3 133.0 150.0 91.6 91.6 91,6 113,5 113.5 133,0 150.0 70.7 70.7 70.7 101.9 101,9 126.7 141A 66,1 66,1 66.1 66.1 93.7 93.7 128.3 128.7 67A 67.4 67.4 67.4 90.4 90.4 124.3 124.3 64,8 64.8 64.8 64.8 87,6 87.6 118,9 118.9 62,9 62.9 62,9 62.9 85.3 85,3 112.6 112.E 62.0 62.0 62.0 62,0 83.3 83.3 107.0 107,0 60.3 60.3 60.3 60.3 81,6 81.6 101.9 101.9 58.6 58.6 58.6 58.6 80.1 80.1 97.3 97.3 75.0 75,0 75.0 75,0 75.0 75,0 75.0 75,0 30 36 42 48 51 54 57 63 66 69 72 90 119.9 119.9 120.0 125.2 119.9 119.9 133.0 150.0 86.7 86.7 86.7 86.7 104,1 104.1 133.0 150.0 67.7 67.7 67.7 67.7 93,1 93.1 133,0 135,5 65,2 65.2 65.2 65.2 85.1 .1 125.4 125.4 62,1 62.1 62.1 62,1 82.0.0 120.E 120.8 59.8 59.8 59.8 59.8 79.3.3 !76,9 116,8 116.8 58,7 58,7 58.7 58.7 76.9 112.6 112.E60 57.0 57.0 57.0 57,0 74.9,9 107.0 107,0 55,2 55.2 55.2 55,2 73.2 73.2 101.9 101.9 71,7 71.7 75.0 75.0 70A 70A 75,0 75.0 69A 69A 75.0 75.0 30 36 42 48 51 54 57 60 63 66 69 72 96 120,0 123.E 120.0 123.E 129.6 142.7 133,0 150.0 77,3 77,3 77.3 77.3 112.1 112,1 133,0 150.0 65,2 65,2 65.2 65,2 99.9 99.9 130.5 130.5 60.6 60.6 60.6 60.6 91.1 91.1 121.3 121,3 58.6 58.6 58.6 58.6 87.5 87,5 117,3 117.3 56.0 56,0 56.0 56,0 84.5 84,5 112.0 112.0 54.0 54.0 54,0 54.0 81.8 81.8 107.9 107,9 51.8 51.8 51.8 51.8 79.5 79.5 103.E 103.E 75.0 75,0 75.0 75.0 75,0 75.0 75.0 75.0 74.2 74.2 75,0 75.0 72.8 72,8 75,0 75.0 30 36 42 48 51 54 57 60 63 66 69 72 102 120.0 120.E 120.0 121.3 120.6 120.E 133.0 150.0 75,8r54 75.8 75.8 104.1 104.1 133.0 148.9 65.7 65.7 65.7 92.5 92.5 131.3 131.3 56.9 56.9 56.9 84.1 84.1 113.7 113.7 54A 54A 54.4 80,7 80.7 108.7 108,7 51.9 51.9 51,9 77.7 77,7 103.8 103.8 75.0 75.0 75.D 75.0 72.8 72,8 75.0 75,0 70.9 70.9 75,0 75.0 69,1 69.1 75.0 75,0 67.6 67.6 75.0 75,0 66.2 66,2 75.0 75,0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). FOR ANCHOR OPTIONS SEE SHEET 4 DESIGN LOAD CAPACITY - PSF DIM. 1 INCHES DIM, 2 INCHES GLASS TYPE 1 GLASS TYPE 2 ,ANCHOR OPTION 1 ANCHOR OPTION ANCHOR OPTION 1 ANCHOR OPTION 2 EXT.(+) INT.(-) EXT.(+ ) INT.(-) EXT.(+ ) INT. (-) EXT,(+ ) INT,(• ) 30 36 42 112.8 118.2 118.2 118.2 112,8 112.8 133.0 150.0 76.1 76.1 76.1 76.1 97A 97.1 133,0 147.1 62.4 62.4 62A 62.4 86,1 86,1 124.8 124.8 48 51 54.0 54.0 54.0 54.0 78.1 78,1 108.0 108.0 50.8 50,8 50.8 50.8 74.8 74.8 101,7 101.7 54 57 60 63 108 - - - - 71.9 71.9 75,0 75.0 69A 69.4 75.0 75.0 67.2 67,2 75.0 75.0 - - - - 65.3 65.3 75.0 75.0 66 69 72 - - - - 63.6 63,6 75.0 75.0 62.1 62.1 75.0 75,0 60.7 60,7 75.0 75.0 30 114,6 114,6 114.E 114.E 121.1 121,1 133.0 150.0 36 42 48 51 54 76.0 76.0 76.0 76.0 104.1 104.1 133.0 145.6 59.6 59.6 59.6 59.6 92.1 92.1 119,2 119.2 51.1 51.1 51.1 51,1 83.3 83.3 102,2 102,2 75.0 75.0 75,0 75,0 75,0 75,0 75.0 75.0 57 60 63 66 114 73.8 73,8 75.0 75.0 - - - - 71.4 71 A 75.0 75.0 69.2 69,2 75.0 75,0 67.3 67,3 75A 75.0 6965.6 7264.0 vio, 65,6 75.0 75.0 64.0 75.0 75.0 30 36 42 48 51 54 s7 60 120 110.9 110.9 110.9 114.2 114.2 133.0 150.0 75.8 75.8 75,8 75.8 97,9 97.9 133,0 144.2 57.5 57,5 57.5 57.5 86,5 86.5 115,0 115.0 48.6 48,5 48.5 48.5 78.1 78.1 97.0 97.0 74,6 74.6 75.0 75.0 71.6 71.6 75.0 75,0 - - - - 69.0 69.0 75.0 75,0 - - - - 66,6 66.6 75,0 75.0 63 64.5 64.5 75.0 75,0 66 69 72 62.6 62.6 75,0 75.0 61,0 61,0 75.0 75.0 59.5 59,5 75.0 75.0 Title: SERIES 410 FIXED WINDOW (L.M.I.) LOAD CAPACITY -LAMINATED GLASS Revision: ORIGINAL ISSUE Series/Model: Scale: Sheet: PW-410 LMI N.T.S. 2 of 10 i35 h;f5ai6=��'t 1'dt`ee�@ °iz6 z�?Rtks'`3ii 3/16" ANN �I L JI NOTE LONG AND SHORT DIMENSIONS CAN BE ORIENTED VERICALLY OR HORIZONTALLY AS SHOWN. .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR 090" Interlayer SentryGlas By 'Kura ray America, Inc.' �3/16" ANN 3/16" HS GLASS TYPE "1" log GLASS TYPES AVAILABLE Drawn By: AGK Date: 6/5/19 Rev. By: Rev. Date: Drawing No. PW410LM1-NOA Rev: .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR Interlayer SentryGlas By 'Kura ray America, Inc.' HS \ GLASS TYPE "2" INCORPORATED 7500 AMSTERDAM DRIVE ORLANDO, FL 32832 (407) 481-8400 PREPARED BY LYNN MILLEF 107 N. 0 TECHNOLOGY DRIVE VENICE, FL 34275 (941) 480-1600 COPYRIGHT © 2019 WINDOOR, INC. ALL RIGHTS RESERVED CERT. OF AUTH. #29296 1S[6ili?fl e .s m I° ATL 3F` �W. `fFiiPliiil\4 A. LYNN r l ICY MILLER, P.E. P.E.# 58705 DESIGN LOAD CAPACITY - PSF DIM. 1 INCHES DIM. 2 INCHES GLASS TYPE IA GLASS TYPE 2A ANCHOR OPTION 1 ANCHOR OPTION 2 ANCHOR OPTION I ANCHOR OPTION 2 EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 30 36 42 48 120.0 150,0 120.0 150,0 133.0 150.0 133.0 150.0 120.0 150.0 120.0 150 .0 133.0 150.0 133.0 150.0 120, 0 124.6 120,0 150.0 133.0 150.0 133,0 15 0, 0 113.1 113.1 113A 113.1 133.0 150.0 133.0 150.0 51 54 57 48 107.2 107.2 107,2 107.2 133.0 138.8 133.0 150.0 102.9 102.9 102.9 102.9 124.9 124.9 133.0 150.0 97.7 97.7 97,7 97.7 113,5 113.5 1 133.0 150.0 60 92.9 92.9 92.9 92.9 104.1 104A 133.0 150.0 63 88.4 88A 88A 88A 120.1 120A 133.0 150,0 66 84.3 84.3 84.3 84.3 111.5 111.5 130.6 147.3 69 80.4 80A 80.4 80A 104.1 104.1 127.5 143.8 72 75.1 75A 75A 75.1 97.6 97.6 124.7 140.E 30 36 42 48 51 120.0 150,0 120.0 150.0 133.0 150.0 133.0 150.0 120.0 128A 120.0 128.4 1 133.0 138.8N133.0150.0 112.2 112,2 112.2 112.2 129.7 129.7150.0 102.9 102.9 102.9 102.9 124.9 124.9150.0 98.5 98.5 98.5 98,5 123.7 123.7150,0 54 94.5 94.5 94.5 94,5 123.3 123,3150.0 57 54 90.0 90.0 90.0 90.0 111.0 111,0150.0 60 85.9 85.9 85.9 85.9 1 100.9 100.9 133.0 150.0 63 66 69 72 82.0 82.0 82.0 82.0 115,6 115.6 129.3 145.8 78.2 78.2 78.2 78.2 106.7 106.7 125.0 141.0 74.9 74.9 74.9 74.9 99A 99.1 118.9 118.9 71.7 71.7 71.7 71.7 92,5 92.5 118.9 118.9 30 120.0 133.2 120.0 149.5 133.0 133.2 133.0 150.0 36 117.6 117.E 117.6 117.6 118.9 118.9 133.0 150.0 42 101.7 101,7 101.7 101.7 109.8 109,8 133,0 150.0 48 51 54 92.9 92.9 92,9 92.9 104A 104.1 133,0 150.0 89,2 89.2 89.2 89.2 102,2 102.2 133,0 160.0 85.9 85.9 85.9 85.9 100.9 100,9 1310 150,0 57 60 60 83.3 833 83,3 83.3 100.2 100.2 133.0 150,0 80A 80A 80.4 80A 99,9 99.9 133.0 150.0 63 66 69 77,0 77.0 77,0 77.0 99.9 99.9 107.0 107.0 74,0 74.0 74.0 74.0 99,9 99.9 107.0 107.0 72.9 72.9 72.9 72.9 96.1 96A 107.0 107.0 72 1 69.9 69.9 69.9 69.9 89.2 89,2 107.0 107.0 30 36 120.0 141.6 120.0 141.6 133.0 146.9 133,0 150.0 108.0 108.0 108.0 108.0 130A 130.1 133.0 150.0 42 48 51 54 92.8 92.8 92.8 92.8 118.9 118.9 133.0 150.0 84.3 84.3 84,3 84.3 111.5 111.5 130.E 147.3 80,3 80.3 80,3 80.3 108,8 108.8 127,5 143.8 78.2 78,2 78.2 78,2 106.7 106,7 125.0 141.0 57 66 76.1 76A 76.1 76.1 105,2 105,2 112.E 112.E 60 63 66 69 72 74.0 74.0 74.0 74.0 99.9 99,9 107.0 107.0 73.0 73,0 73.0 73.0 103.4 103A 101.9 101.9 70,3 70.3 70.3 70.3 103.2 103,2 97.3 97.3 67.8 67.8 67.8 67.8 94.6 94.6 97.3 97.3 65.5 65.5 65.5 65.5 87.3 87.3 97,3 97.3 30 120.0 131.5 120.0 134.1 131.5 131.5 133.0 150.0 36 42 48 51 54 100.2 100.2 106.2 100.2187,387,3 115, 6 133.0 150.0 84.7 84.7 84.7 84.7 104.9 133.0 150,0 75,1 75A 75.1 75.197.6 124.7 140.6 73.4 73A 73A 73A94.8 125.9 125.9 71.7 71.7 71.7 71.792.5 118,9 118.9 57 60 72 72,3 72.3 72.3 72.390.7 112.6 112.E 69.9 69.9 69.9 69.989.2 107.0 107.0 63 66 67.6 67.6 67.6 67.688.1 101,9 101.9 65.5 65.5 65.5 65.587.3 97.3 97.369 64.1 64A 64.1 64A86.9 93.0 93.072 61.6 61.6 61.6 61.6 .86.7 89.2 89.2 DESIGN LOAD CAPACITY - PSF DIM. 1 INCHES DIM, 2 INCHES GLASS TYPE 1A GLASS TYPE 2A ANCHOR OPTION 1 ANCHOR OPTION ANCHOR OPTION 1 ANCHOR OPTION 2 EXT-(+) INT.(-) EXT"(+) INT.(-) EXT.(+) INT" (-) EXT.(+) INT.( - ) 30 36 42 48 51 54 57 60 63 66 69 72 78 120.0 127,1 120.0 127,1 133.0 142.7 133.0 15 0.0 94A 94.1 94A 94,1 124.9 124.9 133.0 150.0 77.6 77.6 77.6 77.6 112.7 112.7 130.0 146.E 69A 69.1 69.1 69A 104.1 104,1 132,8 132.8 67.5 67.5 67.5 67.5 100.7 100.7 125.9 125.9 68.6 68.6 68.6 68.6 97.9 97.9 118.9 118.9 66A 66.4 66A 66A 95.6 95.6 112.6 112.6 64A 64.4 64A 64.4 93.7 93.7 107.0 107.0 63,5 63.5 63.5 63.5 92.1 92,1 101.9 101.9 61.6 61.6 61.6 61.6 90.8 90,8 97,3 97.3 59.5 59.5 59.5 59.5 89.9 89,9 93.0 93.0 57.6 57.6 57.6 57.6 86.7 86.7 89,2 89.2 30 36 42 48 51 54 57 60 63 66 69 72 84 120,0 122.1 120.0 122.1 130.3 1303 13 3, 0 150.0 88.9 88.9 88.9 88.9 113.5 113.5 133.0 150.0 68.7 68.7 68.7 68,7 101.9 101.9 126.7 142.9 64.2 64.2 64.2 64.2 93.7 93,7 128.3 128.3 65.4 65A 65A 65.4 90A 90A 124.3 124,3 62.9 62.9 62,9 62.9 87.6 87.6 118.9 118.9 61.1 61.1 61.1 61.1 85.3 85.3 112.6 112.E 60.2 60.2 60.2 60.2 83.3 83.3 107,0 107.0 58.5 58.5 58.5 58,5 81.6 81.6 101,9 101.9 56.9 56.9 56.9 56.9 80.1 80.1 97.3 97.3 _ _ 75.0 75.0 75.0 75.0 _ _ _ _ 75.0 75,0 75.0 75.0 30 36 42 48 51 54 57 60 63 66 69 72 90 119.9 119.9 120.0 121.6 119.9 119.9 133.0 150.0 84.1 84A 84.1 84A 104.1 104.1 133.0 150,0 65.8 65.8 65.8 65,8 93.1 93A 131,5 131.5 63.3 63.3 63,3 63.3 85.1 85.1 125.4 125A 60.3 60.3 60.3 60.3 82.0 82.0 120.6 120.6 58.1 58.1 58.7 58.1 79.3 79.3 116.8 116.8 57.0 57.0 57.0 57.0 76.9 76.9 112.6 112.E 55,3 65.3 55.3 55.3 74.9 74,9 107.0 107.0 53.6 53.6 53.6 53,6 73,2 73.2 101.9 101,9 _ 71,7 71.7 75,0 75.0 _ _ 70A 70A 75.0 75.0 69A 69.4 75.0 75.0 30 36 42 8 1 7 63 66 69 72 96 120.0 129.5 120,0 120.0 129.5 142,7 133.0 150.0 75.1 75A 75A 75.1 112A 112A 133.0 150.0 63.3 63.3 63.3 63.3 99.9 99.9 58.9 58.9 58,9 58,9 91.1 91.1 56.9 56.9 56.9 56.9 87.5 87.54 V126,7P120.0 54A 64.4 54A 54A 84.5 84.5 52A 52A 52.4 52A 81.8 81.80 50,3 50.3 50.3 50.3 79.5 79.5 _ 75,0 75,0 75.0 75.0 _ 75.0 75.0 75.0 75.0 _ _ _ 74,2 74,2 75.0 75.0 _ _ 72.8 72.8 75.0 75.0 30 36 42 48 51 54 57 60 63 66 69 72 102 117,7 117, 7 117.7 117.7 120.6 120,6 133.0 150,0 73.6 73.6 73.6 73.6 104.1 104.1 133,0 147.2 63.8 63.8 63.8 63,8 92.5 92.5 127.5 127,5 55.2 55.2 55.2 55.2 84A 84.1 116,5 116.5 52.8 52.8 52.8 52,8 80.7 80.7 111A 111A 50.4 50A 50A 50.4 77.7 77,7 106.4 106A - 75.0 75.0 75,0 75,0 _ _ _ 72.8 72,8 76.0 75.0 _ _ _ _ 70.9 70.9 75.0 75.0 _ _ 69.1 69.1 75.0 75.0 _ _ _ 67,6 67.6 75.0 75.0 _ _ 66.2 66.2 75.0 75.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) FOR ANCHOR OPTIONS SEE SHEET 4 DESIGN LOAD CAPACITY - PSF GLASS TYPE 1A GLASS TYPE 2A DIM. DIM. ANCHOR OPTION 1 ANCHOR OPTION ANCHOR OPTION 1 ANCHOR OPTION 2 INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT, ( - ) EXT.(+) INT.( - ) 30 36 112.8 112.8 114.8 114.8 112,8 112.8 133.0 150.0 73.8 73.8 73.8 73.8 97A 97.1 133,0 147A 42 48 51 54 57 60 63 108 60.6 60.6 60.6 60.6 86A 86A 121A 121.1 52.4 52A 52A 52.4 78.1 78.1 110,6 110.6 49.3 49.3 49.3 49.3 74.8 74.8 104.2 104.2 71.9 71.9 75.0 75.0 69A 69A 75.0 75,0 - - - - 67.2 67.2 75.0 75,0 - - - - 65.3 65.3 75,0 75'0 66 69 72 - - - - 63,6 63.6 75.0 75.0 - - - 62.1 62.1 75.0 75,0 - - - - 60.7 60,7 75.0 75.0 30 36 42 48 51 54 57 60 114 111,3 111.3 111.3 111,3 121A 121A 133.0 150.0 73,8 73.8 73.8 73.8 104A 104A 133,0 145.6 57.9 57.9 57.9 57.9 92A 92.1 120.0 120.0 49.6 49.6 49.6 49.6 83.3 83.3 104.7 104.7 - - - - 75.0 7 5, 0 75.0 75.0 - - - - 75.0 75.0 75,0 75,0 73.8 73.8 75.0 75.0 - - - - 71.4 71.4 75.0 75.0 63 - - - - 69.2 69.2 75.0 75.0 66 69 72 - - - - 67,3 67.3 75.0 75.0 65.6 65.6 75.0 75.0 64.0 64.0 75.0 75.0 30 1 D7.7 107.7 107.7 107.7 114,2 114.2 133.0 150.0 36 73.6 73.6 73.6 73.6 97,9 97.9 133.0 144.2 42 48 55.8 55.8 55.8 55.8 86.5 86.5 117.8 117.8 47.1 47.1 47.1 47.1 78A 78A 99.5 99.5 51 54 57 60 63 66 69 72 120 74.6 74.6 75.0 75,0 - - - 71.6 71.6 75.0 75.0 69.0 69.0 75,0 75,0 - - - - 66,6 66.6 75.0 75,0 - - - - 64.5 64.5 75.0 75,0 62.6 62,6 75.0 75.0 _ 61,0 61.0 75,0 75.0 59.5 59.5 75,0 75.0 3/16" ANN Title: SERIES 410 FIXED WINDOW (L.M.I.) .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR 090" Interlayer SentryGlas By 'Kura ray America, Inc.' ANN �9/16" Air Space GLASS TYPE "1A" LOAD CAPACITY -INSULATED LAMINATED Revision: ORIGINAL ISSUE Series/Model: Scale: Sheet: PW-410 LMI N.T.S. 3 of 10 I! u LIUI NOTE LONG AND SHORT DIMENSIONS CAN BE ORIENTED VERICALLY OR HORIZONTALLY AS SHOWN. .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR HIS Interlayer SentryGlas By 'Kura ray America, Inc. 16" -9/16" Air Space 3/16" ANN 3/16" HS 3/16" TEMP XL EDGE SPACER ST. STEEL BY 'CARDINAL' XL EDGE SPACER OR ST, STEEL BY 'CARDINAL' DURASEAL BY 'QUANEX' OR OR DURASEAL BY 'QUANEX' SUPER SPACER BY 'QUANEX' + OR SUPER SPACER BY 'QUANEX' 9 6 GLASS TYPE "2A" 9 GLASS TYPES AVAILABLE Drawn By: AGK Date: 6/5/19 Rev. By: Rev. Date: Drawing No. PW410LM1-NOA Rev: INCORPORATED 7500 AMSTERDAM DRIVE ORLANDO, FL 32832 (407) 481-8400 PREPARED BY LYNN MILLEF 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 COPYRIGHT© 2019 WINDOOR, INC. ALL RIGHTS RESERVED CERT. OF AUTH. #29296 Ck R�IO.5870b M �sL4: - �� rATi�� �'Yf c�i tuAJ t� r��lilEil!1`,: A. LYNN MILLER, P.E. P.E.# 58705 NOTE LONG AND SHORT DIMENSIONS CAN BE ORIENTED VERICALLY OR HORIZONTALLY AS SHOWN. .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR HIS Interlayer SentryGlas By 'Kura ray America, Inc. 16" -9/16" Air Space 3/16" ANN 3/16" HS 3/16" TEMP XL EDGE SPACER ST. STEEL BY 'CARDINAL' XL EDGE SPACER OR ST, STEEL BY 'CARDINAL' DURASEAL BY 'QUANEX' OR OR DURASEAL BY 'QUANEX' SUPER SPACER BY 'QUANEX' + OR SUPER SPACER BY 'QUANEX' 9 6 GLASS TYPE "2A" 9 GLASS TYPES AVAILABLE Drawn By: AGK Date: 6/5/19 Rev. By: Rev. Date: Drawing No. PW410LM1-NOA Rev: INCORPORATED 7500 AMSTERDAM DRIVE ORLANDO, FL 32832 (407) 481-8400 PREPARED BY LYNN MILLEF 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 COPYRIGHT© 2019 WINDOOR, INC. ALL RIGHTS RESERVED CERT. OF AUTH. #29296 Ck R�IO.5870b M �sL4: - �� rATi�� �'Yf c�i tuAJ t� r��lilEil!1`,: A. LYNN MILLER, P.E. P.E.# 58705 TYPICAL INSTALLATION DETAILS THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INSTALLATION DETAILS THRU 1 X INSTALLATION DETAILS INTO 2X WOOD INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS FLANGE Insulated laminated glass condition FLANGEglass Insulated laminated condition FLANGEglass Insulated laminated condition Insulated laminated FLANGE glass condition shown dotted. shown dotted. shown dotted. shown dotted. it IF -_ G_ y; V,, I IF IF IF F I It It IF IF Backbed � Backbed 00 Backbed 3 00 \ IS Backbed sealant sealant ` sealant ± sealants + ° d .� d. a X g �^sq a o Po d' a q q r. YTsT Wood buck bed in ° a° v ° d ° d° a ANCHOR TYPE 'D' OR 'E' 3a�4t€ z yzeN sealant Wood buck bed in sealant ° ANCHOR TYPE 'A', 'B' OR 'C' ANCHOR TYPE 'A', 'B' OR 'C' ANCHOR TYPE 'AA', ''BB` OR 'BBB' By EQUAL LEG Insulated laminated EQUAL LEG Insulated laminated condition EQUAL LEG Insulated laminated glass condition Insulated laminated EQUAL LEG glass condition glass condition shown dotted. glass shown dotted. shown dotted. shown dotted. r lE " L L , L L � IF itn n a v a x x 0 x o i= OL o N N� u - 00 u Sealant I Sealant � Sealant � Sealant — d ..4 4 ° d d v v ANCHOR TYPE 'AA', 'BB' OR 'BBB' ANCHOR TYPE 'D' OR 'E' Wood buck bed in ° aV sealant Wood buck bed in sealant ANCHOR TYPE 'A', 'B' OR 'C' ANCHOR TYPE 'A', 'B' OR TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE B' TYPE 'C TYPE 'D' TYPE 'E' 1/4 111 DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) 5/16" DIA. ULTRACON BY 'ELCO'(Fu=177 KSI, Fy=155 KSI) #14 SMS (GRADE 2 CRS) 1/4" DRIL—FLEX SELF DRILLING SCREWS (GRADE 2 CRS) TYPE 'A' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES INTO 2BY WOOD BUCKS OR WOOD STRUCTURES INTO METAL STRUCTURES INTO METAL STRUCTURES 1/4" DIA. HILTI KWIK—CON II (Fu=163 KSI, Fy=157 KSI) 1-1 /2" MIN, PENETRATION INTO WOOD 1-7/8" MIN. PENETRATION INTO WOOD STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM 1/8" THK. MIN. (6063—T5 MIN.) ALUMINUM 1/8" THK. MIN. (6063—T5 MIN.) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES THRU 1BY BUCKS INTO CONIC, OR BLOCKS THRU 1BY BUCKS INTO CONIC. OR BLOCKS 1-1/2" MIN. PENETRATION INTO WOOD 1-1/4" MIN, EMBED INTO CONC, 1-1/2" MIN. EMBED INTO CONC. OR BLOCKS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) THRU 1BY BUCKS INTO CONC, OR BLOCKS 1-3/4 PIP MIN. EMBED INTO FILLED BLOCKS INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090 1-3/8 MIN, EMBED INTO CONIC. OR BLOCKS TYPE 'BB' Title: Drawn By: TYPE 'AA' 1 /4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) CONCRETE f'IN. c = 3000 PSI M SERIES 410 FIXED WINDOW (L.M.I.) AGK W Do ° �f °�`GENs�c ° •. d`� DIRECTLY INTO CONIC. OR MASONRY MASONRY f'm = 2000 PSI MIN. 1/4" DIA. HILTI KWIK—CON II (Fu=163 KSI, Fy=157 KSI) INCORPORATED- ,` 1-3/8" MIN. 'BBB' EMBED INTO CONC, OR MASONRY Description: Date: 7500 AMSTERDAM DRIVE No 58105 DIRECTLY INTO CONCRETE TYPE ORLANDO, FL 32832 1-3/8" MIN. EMBED INTO CONCRETE 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) CURB/ANCHOR INSTALLATIONS 6/5/19 (407)481-8400 OPTION I: DIRECTLY INTO BLOCKS MIN. EMBED INTO BLOCKS Revision: PREPARED BY LYNN MILLER Rev. By: Rev. Date:411 _ O ANCHOR 1-1/4 / 1070 TECHNOLOGY DRIVE SATE ALL ANCHORS AS SHOWN ABOVE. TYPICAL EDGE DISTANCE ORIGINAL ISSUE N. VENICE, FL 34275 olltl C) °• a ANCHOR OPTION II: INTO CONCRETE AND BLOCK = 2-1/2" MIN* (1/4" DIA. ANCHORS) (941)480-1600 �` °°.fi OREry?. ® �� ANCHOR TYPES 'C' WITH 1/2" SHIM SPACE = 3-1/8" MIN° (5/16" DIA. ANCHORS) Series/Model: Scale: Sheet: Drawing No. Rev: COPYRIGHT© 2019 f/`0 Ill d �NAL 'AA', 'BB', 'D' 'E' INTO WOOD STRUCTURE = 1" MIN. (1/4" DIA. ANCHORS) WINDOOR,INC. ✓y, ANCHOR TYPES BBB', & WITH 1/4" SHIM SPACE MIN. (5/16" DIA. ANCHORS) PW-410 LMI N.T.S. 4 OF 10 PW410LMI-NOA 0 ALL RIGHTS RESERVED INTO =1-1/4" METAL STRUCTURE = 3 4' MIN, CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 DESIGN LOAD CAPACITY - PSF (MULLION) WINDOW DIMS 1" X 4" X 118" ALUM TUBE 2" X 6" X 1/8" ALUM TUBE WIDTH LENGTH EXT.(+) & INT.(-) EXT.(+) & INT.(-) 36" 72" 150.0 150.0 42" 150.0 150.0 48" 150.0 150.0 54" 150.0 150.0 60" 150.0 150.0 66" 160.0 150.0 72" 150.0 150.0 36" 8419 150,0 150.0 42" 139.1 150.0 48" 125.2 150.0 54" 115.7 150.0 60" 107.7 150.0 66" 102A 150.0 72" 150.0 36" 96" 117.8 150.0 42" 102.8 150.0 48" 91.8 141A 54" 93.6V128w8 60 " 77A9.3 66" 2.06.5 36" 102" 0.0 42" 138.3 48" 123.2 54" 111.9 60" 103.2 66" 96.5 72" 91.3 36" 108" 140.2 42" 121.8 48" 108.3 54" 98.0 60" 90.2 66" 84.0 72" 79.2 36" 114" 124.E 42" 108.0 48" 95.9 54" 86.7 WIN 79.5 66" 73.8 72" 69A 36" 120" 111.4 42" 96.5 48" 85.5 54" 77.1 WIN 70.6 66" 65A 72" 61.3 FOR INTERMEDIATE FASTENER SPACING SEE SHEET 1 OF 9 ANY SIZE OR DESIGN LOAD LESS THAN CHART IS ALLOWED. TYPICAL ELEVATION 'WIDTH" MULLION Width = W1 + W2 2 nsulated laminated ANCHOR TYF � � �. ANCHOR TYF� � ..� TOTAL PRPERTIES Ix = 6.0368 I11\4 Sx = 2,6884 IN\3 TOTAL PRPERTIES Ix = 5.7328 IN\4 Sx = 2.6455 IN\3 MULLION FASTENERS USE SAME SPACINGS AS ON SHEET 1 ANCHOR CAPACITY &QUANTITY SEE SHEET 6 Title: ANCHOR i ire v vr� � „NCHOR T SERIES 410 FIXED WINDOW (L.M.I.) MULLION LOAD CAPACITY Revision: ORIGINAL ISSUE Series/Model: PW-410 LMI Scale: � Sheet: N.T.S. 15 of 10 TOTAL PRPERTIES Ix = 12.2758 I11\4 Sx = 4.0919 IN\3 Drawn By: AGK Date: 6/5/19 Rev. By: Rev. Date: Drawing No. PW410LM1-NOA Rev: 7500 ORLANDO INCORPORATED AMSTERDAM DRIVE , FL 32832 (407) 481-8400 uA PREPARED BY LYNN MILLEF 1070 N. TECHNOLOGY DRIVE VENICE, FL 34275 (941) 480 1600 COPYRIGHT© 2019 WINDOOR, INC. ALL RIGHTS RESERVED CERT. OF AUTH. #29296 , `��t6llii(eEfA � fr Oul:IVS 4� i No, 58705 =_ a STAT �i�'✓�i�,�d�"�� ti �-%6� `IiII,III`� A. LYNN MILLER, P.E. P.E.# 58705 DESIGN LOAD CAPACITY - PSF (ANCHORS AT EACH SIDE OF MULLION) ANCHOR TYPE 'A' ANCHORTYPE 'AA' ANCHOR TYPE TAT,'AA' ANCHORS TYPE VAT,'AA' WINDOW DIMS, 1/4" SHIM 1/4" SHIM 3/8" SHIM 1/2" SHIM WIDTH LENGTH 2/ SIDE 3/ SIDE 4/ SIDE 2/ SIDE 3/ SIDE 4/ SIDE 2/ SIDE 3/ SIDE 4/ SIDE 2/ SIDE 3/ SIDE 4/ SIDE 36" 42" 48" 54" 60" 66" 72" 72" 116 A 150.0 150.0 150.0 150.0 150.0 1 112.7 150.0 150.0 88.2 132.3 150.0 99.8 149.7 150.0 150.0 150.0 150.0 96.6 144.9 150.0 75.6 113.4 150.0 87.3 131.0 150.0 134.3 1.50.0 150.0 84.5 126.8 150.0 66A 99.2 132.3 77.6 116A 150.0 119.4 150.0 150.0 75.1 112.7 150.0 58.8 88.2 117.6 69.9 104.8 139.7 107.5 150.0 150.0 67.6 101.4 135.2 52.9 79A 105.8 63.5 95.3 127.0 97.7 146.5 150.0 61.5 92.2 122.9 48.1 72.1 96.2 58.2 87.3 116A 89.6 134.3 150.0 56.3 84.5 112.7 44.1 66.1 88.2 36" 42" 48" 54" 60" 66" 72" 84" 99.8 149.7 150.0 150.0 150.0 150.0 96.6 144.9 150.0 75.6 113.4 150.0 85.6 128.3 150.0 131.6 150.0 150.0 82.8 124.2 150.0 64.8 97.2 129.E 74.9 112.3 149.7 115.1 150.0 150.0 72.4 108.6 144.9 56.7 85.0 113A 66.5 99.8 133.1 102.3 150.0 150.0 64.4 96.6 128.8 50 A 76.5 100.8 59.9 89.8 119.8 92.1 138.2 150.0 57.9 86.9 115.9 45.3 68.0 90.7 54.4 8L7 108.9 83.7 125.E 150.0 52.7 79.0 105.4 41.2 61.8 82.5 49.9 74.9 99.8 76.8 115.1 150.0 48.3 72.4 96.6 37.8 56.7 75.6 36" 42" 48" 54" 60" 66" 72" 96" 87.3 131.0 150.0 134.3 150.0 150.0 84.5 126.8 150.0 66.1 99.2 132.3 74.9 112.3 149.7 115.1 150.0 150.0 72A 108.6 144.9 56.7 85.0 113.4 65.5 98.3 131.0 100.8 150.0 150.0 63.4 95.1 126.8 49.6 74A 99.2 58.2 87.3 116A 89.6 134.3 150.0 56.3 84.5 112.7 44A 66.1 88.2 52A 78.6 104.8 80.6 120.9 150.0 50.7 76.1 101.4 39.7 59.5 79A 47.6 71.5 95.3 73.3 109.9 146.5 46A 69.1 92.2 36.1 54.1 72A 43.7 65.5 87.3 67.2 100.8 134.3 42.3 63.4[84*5 33A 49.6 66.1 36"82.2 42" 48" 54" 60" 66" 72" 102" 123.3 150.0 126A 150.0 150.0 79.5 119.30.0 62.2 93.4 124.5 Menomoneeemblem 70.5 105.7 140.9 108A 150.0 150.0 68.2 102.36.3 53A 80.0 106.7 61.6 92.5 123.3 94.8 142.2 150.0 59.6 89.59.3 46.7 70.0 93.4 54.8 82.2 109.6 84.3 126A 150.0 53.0 79.5 106.0 1 41.5 62.2 83.0 49.3 74.0 98.6 75.9 113.8 150.0 47.7 71.6 95A 37.3 56.0 74.7 44.8 67.3 89.7 69.0 103.4 137.9 43.4 65.1 86.8 34.0 50.9 67.9 41.1 61.6 82.2 63.2 94.8 126A 39.8 59.6 79.5 31.1 46.7 62.2 36" 42" 48" 54" 60" 66" 72"38.8 108"51.8 77.6 116A 150.0 119.4 150.0 150.0 75.1 112.7 150.0 58.8 88.2 117.6 66.5 99.8 133.1 102.3 150.0k150oO 50.0 64.4 96.6 128.8 50.4 75.6 100.8 58.2 87.3 116A 89.6 134.3 56.3 84.5 112.7 44.1 66.1 88.2 77.6 103.5 79.6 119.450.0 50.1 39.2 58.8 78.4 46.6 69.9 93.2 71.6 107.543.3 45.1 35.3 52.9 70.5 42.3 63.5 84.7 65.1 97.7 30.3 41.0 32.1 48.1 64.1 58.2 77.6 59.7 89.6 119A 37.6 *751 29.4 44.1 58.8 36" 42" 48"55.2 54" 60" 66" 72" 114" 73.5 110.3 147.1 113.1 150.0 150.0 71.2 3 55.7 83.5 111A 63.0 94.6 126.1 97.0 145A 150.0 61.0 0 47.7 71.6 95.5 82.7 110.3 84.8 27.3 150.0 53A 7 41.8 62.7 83.5 49.0 73.5 98A 75.4 113A 150.0 47A 71.2 94.9 37.1 55.7 74.3 monsoon 44A 66.2 88.3 67.9 101.8 135.7 42.7 64.0 85A 33A 50.1 66.8 40.1 60.2 80.2 61.7 92.6 123.4 38.8 58.2 77.6 30.4 45.6 60.8 36.8 55.2 73.5 56.6 84.8 113A 35.6 53.4 71.2 27.8 41.8 55.7 36" 42" 48" 54" 60" 66" 120" 69.9 104.8 139.7 107.5 150.0 150.0 67.6 101.4 135.2 52.9 79.4 105.8 me 59.9 89.8 119.8 92A 138.2 150.0 57.9 86.9 115.9 45.3 68.0 90.7 52A 78.6 104.8 80.6 120.9 150.0 50.7 76.1 101.4 39.7 59.5 79.4 46.6 69.9 93.2 71.6 107.5 143 .3 45.1 67.6 90 A 35.3 52.9 70.5 41.9 62.9 83.8 64.5 96.7 129.0 40.6 60.8 81.1 31.7 47.6 blossoming 6 38.1 57.2 76.2 58.6 87.9 117.2 36.9 55.3 73.7 28.9 43.3 133b5 7.7L72" 34.9 52.4 69.9 53.7 80.6 107.5 33Vow.8 50.7 67.6 26.5 39.7 2.9 INTERPOLATION FROM THESE CHAK I5 IS ALLUWtD. 2, 3 OR 4 SCREWS OF MULLION ("rrr FOR INTERMEDIP FASTENER SPACI SEE SHEET 1 OF MULLION FASTENER USE SAME SPACING AS ON SHEET ON EACH SIDE r AmT�\ 2, 3 OR 4 SCREWS ON EACH SIDE OF MULLION (REFER TO CHARTS) - Width = W1 + W2 2 Title: TYPICAL ELEVATION "LENGTH" MULLION TYPICAL ELEVATION SERIES 410 FIXED WINDOW (L.M.I.) AGK Description: Date: MULLION LOAD CAPACITY 6/5/19 Revision: Rev. By., Rev. Date: ORIGINAL ISSUE Series/Model: Scale: Sheet: PW-410 LMI N.T.S. 6 of 10 Drawing No. PW410LM1-NOA Rev: 0 FOR INTERMEDIATE FASTENER SPACING SEE SHEET 1 OF 9 MULLION FASTENERS USE SAME SPACINGS AS ON SHEET 1 �fwRiBPi/// WnvDooR° Neb. � \GEN 4f INCORPORATED � °�"��•' °° �.� r 7500 AMSTERDAM DRIVE NO. 587G5 ORLANDO, FL 32832 (407) 481-8400 PREPARED BY LYNN MILLER be be 1070 TECHNOLOGY DRIVE %v °, C ATE o I N. VENICE, FL 342754bb° (941) 480 1600 e i .0 f � C%I;i 2 0 �� � e COPYRIGHT© 2019 ��'$ WINDOOR,INC. r/ ` NAL 4�• ALL RIGHTS RESERVED ////III I111\1\ CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 DESIGN LOAD CAPACITY - PSF (ANCHORS AT EACH SIDE OF MULLION) ANCHOR TYPE 'B' ANCHORTYPE'BB' ANCHOR TYPE 'BBB' ANCHORS 'B','BB','BBB' ANCHORS 'B','BB','BBB' ANC HO R TYPE'C' ANCHORTYPE'D','E' ANCHORTYPE'E' WINDOW DIMS, 1/4" SHIM 1/4" SHIM 1/4" SHIM 318" SHIM 1/2" SHIN[ 1/2" SHIM 1/4" SHIM 3/8" SHIM WIDTH LENGTH 2/ SIDE 3/ SIDE 4/ SIDE 2/ SIDE 3/ SIDE 4/ SIDE 2/ SIDE 3/ SIDE 4/ SIDE 2/ SIDE 3/ SIDE 4/ SIDE 2/ SIDE 3/ SIDE 4/ SIDE 2/ SIDE 3/ SIDE 4/ SIDE 2/ SIDE 3/ SIDE 4/ SIDE 2/ SIDE 3/ SIDE 4/ SIDE 36" 105.8 150.0 150.0 150.0 150.0 150.0 131.1 150.0 150.0 89.2 133.8 150.0 69A 104.1 138.8 128.9 150.0 150.0 150.0 150.0 150.0 82.8 124.2 150.0 42" 90.7 136.0 150.0 129.5 150.0 150.0 112A 150.0 150.0 76.5 114.7 150.0 59.5 89.2 118.9 110.5 150.0 150.0 145.9 150.0 150.0 71.0 106.5 141.9 48" 79.3 119.0 150.0 113.3 150.0 150.0 98.3 147.5 150.0 66.9 100A 133.8 52.0 78A 104.1 96.7 145.0 150.0 127.7 150.0 150.0 62.1 93.2 124.2 54" 72" 70.5 105.8 141.0 100.7 150.0 150.0 87A 131A 150.0 59.5 89.2 118.9 46.3 69A 92.5 85.9 128.9 150.0 113.5 150.0 150.0 55.2 82.8 110A 60" 63.5 95.2 126.9L75,6 136.0 150.0 78.7 118.0 150.0 53.5 80.3 107.0 41.6 62A 83.3 77.3 116.0 150.0 102.1 150.0 150.0 49.7 74.5 99A 66" 57.7 86.5 115A 123.6 150.0 71.5 107.3 143.0 48.7 73.0 97.3 37.8 56.8 75.7 70.3 105.5 140.6 92.8 139.3 150.0 45.2 67.7 90.3 72" 52.9 79.3 105.8 113.3 150.0 65.6 98.3 131A 44.6 66.9 89.2 34.7 52.0 69A 64A 96.7 128.9 85A 127.7 150.0 41A 62.1 82.8 36" 90.7 136.0 150.0 150.0 150.0 112.4 150.0 150.0 76.5 114.7 150.0 59.5 89.2 118.9 110.5 150.0 150.0 145.9 150.0 150.0 71.0 106.5 141.9 42" 77.7 116.6 150.0 150.0 150.0 96.3 144.5 150.0 65.5 98.3 131A 51.0 76.5 101.9 94.7 142.0 150.0 125A 150.0 150.0 60.8 91.2 121.7 48" 68.0 102.0 136.0 97.1 145.7 150.0 84.3 126A 150.0 57.3 86.0 114.7 44.6 66.9 89.2 82.9 124.3 150.0 109A 150.0 150.0 53.2 79.8 106.5 54" 84" 60A 90.7 120.9 86.3 129.5 150.0 74.9 112.4 149.8 51.0 76.5 101.9 39.6 59.5 79.3 1 73.7 110.5 147.3 1 97.3 145.9 150.0 47.3 71.0 94.6 60" 54A 81.6 108.8 77.7 NIEMEN 116.E 150.0 67.4 101.1 134.9 45.9 68.8 91.7 35.7 53.5 71A 66.3 99A 132.6 87.5 131.3 150.0 42.6 63.9 NIEMEN 85.2 66" 49.5 74.2 98.9 70.6 106.0 141.3 61.3 91.9 122.6 41.7 62.6 83A 32.4 48.7 64.9 60.3 90A 120.5 79.6 119.4 150.0 38.7 58A 77A 72" 45.3 68.0 90.7 64.8 97.1 129.5 56.2 84.3 112.4 38.2 57.3 76.5 29.7 44.6 59.5 55.2 82.9 110.5 73.0 109A 145.9 35.5 53.2 71.0 36" 79.3 119.0 150.0 113.3 150.0 150.0 98.3 1 147.5 150.0 66.9 100.4 133.8 52.0 78A 104.1 96.7 145.0 150.0 127,7 150.0 150.0 62A 93.2 124.2 42" 68.0 102.0 136.0 97.1 145.7 150.0 84.3 126A 150.0 57.3 86.0 114.7 44.6 66.9 89.2 82.9 124.3 150.0 109A PINION 150.0 150.0 53.2 79.8 106.5 48" 59.5 89.3 119.0 85.0 127.5 150.0 73.8 110.6 147.5 50.2 75.3 100A Sam54" 39.0 58.5 78A 72.5 108.8 145.0 95.8 143.6 150.0 46.6 69.9 93.2 96" 52.9 79.3 105.8 75.6 113.3 150.0 65.6 98.3 131.1 44.6 66.9 89.2 34.7 52.0 69A 64A 96.7 128.9 85.1 127.7 150.0 41.4 62.1 82.8 601' 47.6 71A 95.2 68.0 102.0 136.0 59.0 88.5 118.0 40A 60.2 80.3 31.2 46.8 62A 58.0 87.0 116.0 76.6 114.9 150.0 37.3 55.9 74.5 66" 43.3 64.9 86.5 61.8 92.7 123.6 53.6 80.5 107.3 36.5 54.7 73.0 28.4 42.6 56.8 52.7 79.1 105.5 69.6 104.5 139.3 33.9 50.8 67.7 7211 39.7 NIEMEN 59.5 79.3 56.7 85.0 113.3 49.2 1 73.8 98.3 33.5 50.2 66.9 26.0 39.0 52.0 48.3 72.5 96.7 63.8 95.8 127.7 31.1 46.6 62A 36" 74.7 112.0 149.3 106.7 150.0 150.0 92.5 138.8 150.0 63.0 94,4 125.9 1 49.0 73.5 97.9 91.0 136.5 150.0 120.2 150.0 150.0 58A 87,7 116.9 42" 64.0 96.0 128.0 91A 137.1 150.0 79.3 119.0 150.0 54.0 81.0 107.9 42.0 63.0 84.0 78.0 117.0 150.0 103.0 150.0 150.0 50.1 75A 100.2 48" 56.0 84.0 112.0 80.0 120.0 150.0 69A MENEM 104A 138.8 47.2 70.8 Menem 94A 36.7 55A 73.5 68.2 102.4 136.5 90A 135.2 1 150.0 43.8 1 65.8 87.7 54" 102" 49.8 74.7 99.6 71A106.7 142.2 61.7 92.5 123.4 42.0 63.0 84.0 32.6 49.0 65.3 60.7 MINE 91.0 121.3 80A 1202 150.0 39.0 58.4 77.9 60" 44.8 67,2 89.6 64.0 96.0 128.0 55.5 83.3 111.1 37A 56.7 75.6 29A 44A 58.8 54.6 81.9 109.2 72A 108A 144.2 35A 52.6 70.1 66" 40.7 61.1 1 81.5 58.2 1 87.3 116A 50.5 75.7 101.0 34.3 51.5 68.7 26.7 40.1 53A 49.6 74.4 99.3 65.5 98.3 131.1 31.9 47.8 63.8 72" 37.3 56.0 74.7 53.3 80.0 106.7 46.3 69A 92.5 31.5 47.2 63.0 24.5 36.7 49.0 45.5 68.2 91.0 60.1 90A 120.2 29.2 43.8 58A 36" 70.5 105.8 141.0 100.7 mmmmmmmmON 150.0 150.0 87.4 131.1 150.0 59.5 89.2 118.9 46.3 69A 92.5 85.9 128.9 150.0 113.5 150.0 150.0 55.2 82.8 110A 42" 60A 90.7 120.9 86.3 129.5 150.0 74.9 112A 149.8 51.0 76.5 101.9 39.6 59.5 79.3 73.7 110.5 147.3 97.3 145.9 150.0 47.3 71.0 94.6 48" 52.9 79.3 105.8 75.6 113.3 150.0 65.6 98.3 131.1 44.6 66.9 89.2 34.7 52.0 69A 64A 96.7 128.9 85A 127.7 150.0 41A 62.1 82.8 54" 108" 47.0 70.5 94.0 67.2 100.7 134.3 58.3 87A 116.5 39.6 59.5 79.3 30.8 46.3 61.7 57.3 85.9 114.6 75.7 113.5 150.0 36.8 55.2 73.6 6011 42.3 63.5 84.6 60A 90.7 120.9 52.4 78.7 104.9 35.7 53.5 71.4 27.8 41.6 55.5 51.6 77.3 103.1 68.1 102A 136.2 33.1 1 49.7 66.2 66" 38.5E75,2 76.9 54.9 82A 109.9 47.7 71.5 95A 32A 48.7 64.9 25.2 37.8 50.5 46.9 70.3 93.7 61.9 92.8 123.8 30.1 45.2 60.2 72" 35.3 Mennen 70.5 50A 75.6 100.7 43.7 65.6 87A 29.7 44.6 59.5 23A 34.7 46.3 43.0 64.4 85.9 56.7 85.1 113.5 27.6 41.4 55.2 36" 66.8 133.6 95A 143.2 150.0 82.8 124.2 150.0 56.3 84.5 112.7 43.8 65.7 87.6 81.4 122A 150.0 107.5 150.0 150.0 52.3 78A 104.6 42" 57.3 114.5 81.8 122.7 150.0 71.0 106.5 142.0 48.3 72A 96.6 37.6 56.3 75A 69.8 104.7 139.5 MORE48" 92.2 138.2 150.0 44ONION.8 67.2 89.6 50.1momm 100.2 71.6 107A 143.2 62.1 93.2 124.2 42.3 63.4 84.5 32.9 49.3 65.7 61A 91.6 122A 80.6 120.9 150.0 39.2 58.8 78A 54" 114" 44.5 66.8 89.1 63.6 95A 127.3 55.2 82.8 110A 37.6 56.3 75A 29.2 43.8 58.4 54.3 81A 108.5 71.7 107.5 143.3 34.9 52.3 69.7 60" 40A 60.1 80.2 57.3 85.9 114.5 49.7 74.5 99.4 33.8 50.7 67.6 26.3 39.4 52.6 48.8 73.3 97.7 64.5 96.8 129.0 31.4 47.1 62.8 66" 36.4 54.7 72.9 52.1 78A 104.1 45.2 67.8 90.3 30.7 46A 61.5 0100000000 23.9 35.9 47.8 44A 66.6 88.8 58.6 88.0 117.3 28.5 42.8 57.0 72" 33.4 50.1 66.8 47.7 71.6 95A 41A 62.1 82.8 28.2 42.3 56.3 21.9 32.9 43.8 40.7 61A 81.4 53.8 80.6 107.5 26A 39.2 52.3 36" 63.5 95.2 126.9 90.7 136.0 150.0 78.7 118.0 150.0 53.5 80.3 107.0 41.6 62.4 83.3 77.3 116.0 150.0 102.1 150.0 150.0 49.7 74.5 99A 42" 54.4 81.6 108.8 77.7 116.6 150.0 67.4 101.1 134.9 45.9 68.8 91.7 35.7 53.5 71.4 66.3 99A 132.6 87.5 131.3 150.0 42.6 63.9 85.2 48" 47.6 71.4 95.2 68.0 102.0 136.0 59.0 88.5 118.0 40.1 60.2 80.3 31.2 46.8 62.4 58.0 87.0 116.0 76.6 114.9 150.0 37.3 55.9 74.5 54" 120" 42.3 63.5 84.6 60A 90.7 120.9 52.4 78.7 104.9 35.7 53.5 71A 27.8 41.6 55.5 5L6 77.3 103.1 68A 102A 136.2 33A 49.7 66.2 60" 38A 57A 76.2 54A NIEMEN 81.6 108.8 47.2 70.8 94A 32A 48.2 64.2 25.0 37.5 50.0 46A 69.6 92.8 Menem 61.3 91.9 122.6 29.8 44.7 59.6 66" 34.6 51.9 69.2 49.5 74.2 98.9 42.9 64A 85.8 29.2 43.8 58A 22.7 34.] 45A 42.2 63.3 84.4 55.7 83.6 111.4 27.1 40.6 54.2 31.7 47.6 mommommomm72" 63.5 45.3 68.0 90.7 39.3 59.0 78.7 26.8 40A 53.5 20.8 31.2 41.6 38.7 58.0 77.3 51.1 76.6 102.1 24.8 37.3 49.7 INTERPOLATION FROM THESE CHARTS IS ALLOWED Width = W1 + W2 2 Title: SERIES 410 FIXED WINDOW (L.M.I.) MULLION LOAD CAPACITY Revision: ORIGINAL ISSUE Series/Model: Scale: Sheet: PW-410 LMI N.T.S. 7 of 10 Drawn By: AGK Date: 6/5/19 Rev. By: Rev. Date: Drawing No. PW410LM1-NOA Rev: [�7 as i�:�ro�x,'t n ��vaaT lhv 1:4csr:da INCORPORATED 7500 AMSTERDAM DRIVE ORLANDO, FL 32832 (407) 481-8400 1070 PREPARED BY LYNN MILLI TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 COPYRIGHT © 2019 WI NDOOR, INC. ALL RIGHTS RESERVED CERT. OF AUTH. #29296 °�e�lfSt!(lir, ENS No. 58705 rz - rq r' �o ORIDI ,°°° \�QQQQ N li/irlll411!` A. LYNN MILLER, P.E. P.E.# 58705 DESIGN LOAD CAPACITY - PSF (MULLION) 1" X 4" X 1/8" ALUM TUBE WINDOW DIMS. LAMINATED GLASS INSUL. LAM. GLASS WIDTH LENGTH EXT.(+) & INT.(-) EXT.(+) & INT.(-) 72" 72" 100.0 80.0 36 48 68 84 100.0 100.0 90.0 57.0 59.0 37.0 ANY SIZE OR DESIGN LOAD LESS THAN CHART IS ALLOWED. DESIGN LOAD CAPACITY - PSF (MULLION) 2" X 6" X 1/8" ALUM TUBE �PINDOW DIMS. LAMINATED GLASS INSUL. LAM. GLASS WIDTH LENGTH EXT.(+) & INT.(-) EXT.(+) & INT.(-) 84" 72" 100.0 100.0 60" 84" 96„ 100.0 100.0 75.0 75.0 60" 72 108" 75.0 72.0 68.0 58.0 48" 60" 72 120 75.0 68.0 60.0 51.0 49.0 36.0 ANCHORS AT EACH OF MUI (2) FOR 1X4 (3) FOR 2X6 ANY SIZE OR DESIGN LOAD LESS THAN CHART IS ALLOWED. Imp nn r �ANrwnR TYPE 'n' nR 'F' nclipped Mullion 8063-T6) L PRPERTIES 6.0368 IN\4 = 2.6884 IN\3 Unclipped Mullion (6063-T6) 'AL PRPERTIES = 5.7328 IN\4 = 2.6455 IN\3 ated TOTAL PRPERTIES IX = 12.2758 IN\4 SX = 4,0919 IN\3 clipped Mullion 063-T6) TOTAL PRPERTIES IX = 11.9718 IN\4 SX = 3.9906 IN\3 Title: SERIES 410 FIXED WINDOW (L.M.I.) MULLION LOAD CAPACITY "LENGTH" TYPICAL ELEVATION Width = W1 + W2 2 W2 < W1 Revision: ORIGINAL ISSUE d Mullion 6) Series/Model: Scale: Sheet: P%410 LMI N.T.S. 8 OF 10 Drawn By: AGK Date: 6/5/19 Rev. By: Rev. Date: Drawing No. PW410LM1-NOA Rev: FOR INTERMEDIATE FASTENER SPACING SEE SHEET 1 OF 9 IN FASTENERS 4ME SPACINGS SHEEP 1 as ecs:�rl;-i:� n:��;� tl?:. 1�taa•,a %Xe ➢'74 us4, L ��� € �t 11�# - - Tvfisttt; INCORPORATED 7500 AMSTERDAM DRIVE ORLANDO, FL 32832 (407) 481-8400 PREPARED BY LYNN MILLET 1070 N. TECHNOLOGY DRIVE VENICE, FL 34275 (941) 480-1600 COPYRIGHT © 2019 WI NDOOR, INC. ALL RIGHTS RESERVED CERT. OF AUTH. #29296 � < i �><G N • r ti No.58705 FAT S 'sue a q 0 tloelqu OR I%o���`�4�y NAL IP/ltlllsl� A. LYNN E MILLER, P.E. P.E.# 58705 DESIGN LOAD CAPACITY - PSF WINDOW DIMS ANCHOR TYPES ANCHOR 'All 'B" 'AA','BB' TYPE'BBB' DIM, 1 DIM, 2 AT 16" AT 8" AT 16" O.C. O.C. O.C. 30" 36" 42" 48" .51" 57" 60" 63" 66" 69" 72" 48" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 I50.0 150.0 150.0 148.8 150.0 150.0 30" 36" 42" 48" 51" 57" 60" 63" 66" 69" 72" 54" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 141.0 150.0 150 .0 30" 36" 42" 48" 51" 57" 60" 63" 66" 69" 72" 60" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 146.5 150.0 150.0 136.0 150.0 150.0 30" 36 It 42" 48" 51" 57" 60" 63" 66" 69" 72" 66" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 144.2 150.0 150.0 133A 150.0 150.0 30" 36" 42" 48" 51" 57" 60" 63" 66" 69" 72" 72" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 148.8 150.0 150.0 144.5 150.0 150.0 138.2 150.0 150.0 136.0 150.0 150.0 134.3 150.0 150.0 133.1 150.0 150.0 132.5 150.0 150.0 132.2 150.0 150.0 DESIGN LOAD CAPACITY - PSF WINDOW DIMS ANCHOR TYPES 'Alt 'B" 'AA','BB' ANCHOR TYPE'BBB' DINI. 1 DIM. 2 AT 16" O.C. AT 8" O.C. AT 16" O.C. 30" 36" 42" 48" 51" 57" 60" 63" 66" 69" 72" 78" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 145.8 150.0 150.0 142.8 150.0 150.0 140.4 150.0 150.0 138.5 150.0 150.0 137.0 150.0 150.0 136.0 150.0 150.0 30" 36" 42" 48" 51" 57" 60" 63" 66" 69" 72" 84" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 142.8 150.0 150.0 137.8 150.0 150.0 130.0 150.0 150.0 126.9 150.0 150.0 124.3 150.0 150.0 122.2 150.0 150.0 120.4 150.0 149.2 119.0 150 .0 147.5 30" 36" 42" 48" 51" 57" 60" 63" 66" 69" 72" 90" 150.0 150.0 150.0 150.0 150.0 150.0 141.9 150.0 150.0 129.8 150.0 150.0 125.0 15060 150 .0 117.3 150.0 145.4 114.2 150.0 14L6 ILL6 150.0 138.3 109.3 150.0 135.5 107A 150.0 133.1 105.8 150.0 131.1 30" 36 It 42" 48" 51" 57" 60" 63" 66" 69" 72" 96" 150.0 150.0 150.0 150.0 150.0 150 .0 150.0 150.0 150.0 138.8 150.0 150.0 133.4 150.0 150.0 124.7 150.0 150.0 121.2 150.0 150.0 118A 150.0 146.4 115.4 150.0 143 .0 113A 150.0 140.1 111.1 150.0 137 .7 30" 36" 42" 48" 51" 57" 60" 63" 66" 69" 72" 102" 150.0 150.0 150.0 150.0 150.0 150.0 141A 150.0 150.0 128.2 150.0 150.0 123.0 150.0 150.0 114.5 150.0 142.0 ILIA 150.0 137.7 108.0 150.0 133.9 105A 150.0 130.6 103.0 150.0 127.7 101.0 150.0 125.2 DESIGN LOAD CAPACITY - PSF WINDOW DINTS ANCHOR TYPES 'A' B '" 'AA','BB' ANCHOR TYPE'BBB' D[NI. I DIM. 2 AT 16" O.C. AT 8" O.C. AT 16" O.C. " 30 36" 42" 48" 51" 57" 60" 63" 66" 69" 72" 108" 150.0 150.0 150.0 148.1 150.0 150.0 131.3 150.0 150.0 119.0 150.0 147.5 114.0 150.0 141.3 105.9 150.0 131.2 102.5 150.0 127A 99.6 150.0 123.4 96.9 150.0 120.1 94.6 150.0 117.3 92.6 150.0 114.7 30" 36" 42" 48" 51" 57" 60" 63" 66" 69" 72" 114" 150.0 150.0 150.0 150.0 150.0 150.0 140.4 150.0 150.0 126.9 150.0 150.00 12L5 150. 150.0 112.5 150.0 139.5 108.8 150.0 134.9 105.5 150.0 130.8 102.6 150.0 127.1 100.0 150.0 123.9 97.6 150.0 121.0 30" 36" 42" 48" 51" 57" 60" 63" 66" 69" 72" 120" 150.0 150.0 150.0 149.3 150.0 150.0 13L9 150.0 150.0 119.0 150.0 147.5 113.8 150.0 141.0 105.1 150.0 130.3 101.5 150.0 125.9 98A 150.0 121.9 95.5 150.0 118.4 92.9 150.0 115.2 90.7 150.0 112.4 IN FROM THESE CHARTS IS ALLOWED ALUMINUM BUCK 6063-T6 Title: SERIES 410 FIXED WINDOW (L.M.I.) ANCHOR LOAD CAPACITY Revision: ORIGINAL ISSUE Series/Model: Scale: Sheet: PW-410 LMI N.T.S. 9 of= 10 .845 ALUMINUM BUCK FRAMING DETAILS nsulated laminated glass condition shown dotted. X QN Backbed sealant n v fa a I CONCRETE = 3000 PSI BLOCK = 1924 PSI a ' � n d' 2 1/2" MIN, EDGE DIST. 065 F-1" MIN. 9031 OPTIONAL COVER 6063-T6 Drawn By: AGK Date: 6/5/19 Rev. By: Rev. Date: Drawing No. Rev: PW410LMkN0A 0 #14 SMS AT 6" FROM ENDS AND 24" O.C. MAX. d v ANCHOR TYPE 'AA', 'BB' OR 'BBB' AT 6" FROM ENDS SEE CHART FOR SPACING #14 SMS AT 6" FROM ENDS AND 24" O.C. MAX. WOOD BUCK /000 STRUCTURES AT SEE ANCHOR TYPE 'A' OR 'B' 6" FROM ENDS CHART FOR SPACING TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES INCOR,F'ORATED 7500 AMSTERDAM DRIVE ORLANDO, FL 32832 (407) 481-8400 PREPARED BY LYNN MILLEF 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 COPYRIGHT© 2019 WINDOOR, INC. ALL RIGHTS RESERVED CERT. OF AUTH. #29296 `fit§!IfflpJi No 5870 ® f STATE F iliffll 00 A. LYNN MILLER, P.E. P.E.# 58705 30 Glass Stop 1O Flange Frame OEqual Leg Frame 2.170 ' .062 `N 1 ® Standard Cover Bill of Materials Item Part No. or Name Qty. Description Material Manufacturer / Supplier Remarks O1 AL700 Varies Main Frame (Flange) Aluminum 6063—T6 Custom Extruded for WINDOOR Continuous on 4 sides O2 AL703 Varies Main Frame (Equal Leg) Aluminum 6063—T6 Custom Extruded for WINDOOR Continuous on 4 sides O3 AL701 Varies Glass Stop Aluminum 6063—T6 Custom Extruded for WINDOOR Continuous on 4 sides ® AL702 Varies Standard Cover Aluminum 6063—T5 Custom Extruded for WINDOOR Continuous on 4 sides O5 Glass Stop Screw Varies #10 x 3/4" Hex Hd Self Drilling Steel Varies at 6" from ends and 12" on center © Varies Varies GE-1200 or GE-2000 or DOW-995 or DOW-983 Silicone General Electric or Dow Corning Structural Silicone O7 382V Varies Glass Stop Bulb Vinyl Custom Extruded OFrame Screw 8 #12 x 1 1/4" Hex Hd SMS S/S Varies 2 per corner Og — 2 Setting Block Epdm Varies Durometer 85±5 Shore A Title: ?1tPr[i s q P,9 'R@'ff1�'`'k We MgS'd 2 Code WHO Corner Isometrics of Equal Leg Frame SERIES 410 FIXED WINDOW (L.M.I.) AGK Description: Date: EXTRUSIONS, BOM 6/5/19 Revision: Rev. By: Rev. Date: ORIGINAL ISSUE Series/Model: Scale: Sheet: PW-410 LMI N.T.S. 10 of 10 Drawing No. PW410LM I-NOA Rev: 0 INCORPORATED 7500 AMSTERDAM DRIVE ORLANDO, FL 32832 (407) 481-8400 PREPARED BY LYNN MILLET 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 COPYRIGHT © 2019 WINDOOR, INC. ALL RIGHTS RESERVED CERT. OF ALITH. #29296 JNo. 58705 %(( rA7E CO .PLOF21C�.• A. LYNN M LLL�F�.�� P.E.# 58705