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Notice of Acceptance
+ u MIAM. - MIAMI--DADE COUNTY o J(. IEvVED FOFR PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RES PL'ANCF— Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION CO®C o Vt4T T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy VVindoor,Inc. �®�O 7500 Amsterdam Drive Orlando,FL 32832 �'i 1Tee C®PY 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"560" Aluminum Sliding Glass Door(3-tracks)w/wo Reinforcements—L.M.I. APPROVAL DOCUMENT: Drawing No. 18-101D Rev A,titled Series"560 Aluminum Sliding Glass Door (LMD", sheets 1 through 13 (inclusive 2.1,3.1 and 9.1)of 13,prepared by Al—Farooq Corporation,dated 11/10/09 and last revised on AUG 22,2019, signed and sealed by Javad Ahmad,P.E.,bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Revision date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitations: 1. Pocket wall is not part of this approval and to be reviewed by AHJ. 2. See Design Pressure(DP)table: Sizes Vs glass types and Interlock/lock reinforcing in sheets 3 &3_1. See Exterior Positive DP Vs sill w/sill Riser rating on sheet 4. See Head/sill anchor types,clusters, shim space Vs DP capacity , in sheets 5,6& 7 and Jamb/pocket Jamb anchor spacing on sheet 1. See Pocket Jamb anchor capacity on sheet 9.11 Lower capacity from the charts shall controls for the entire assembly. 3. See allowable Max.Frame area(ft2)&configurations for Non-pocketed Doors&Pocketed Doors in sheets 2&3. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",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. TERNIINATION 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 bed 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#18-1108.05(PLA)and consists of this page 1 and evidence pages E-1,E-2&E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. NOA No.18-0926.101 iration e: June 12,2023 fi' F Approval D te:t August 29,2019 . - Page I ' Windoor Inc., NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W09-58,titled"Series 560 Alum Sliding Glass Door-LMI", sheets 1 through 13 of 13, including sheets 2.1 and 9.1, dated 11/10/09, prepared by Al-Farooq Corporation; with latest revision"D" dated 12/23/15, signed and sealed by Javad Ahmad,P.E. B. TESTS (Submitted under#09-1209.07/#08-0304.05) 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test,per FBC, TAS 202-94 Along with marked-up drawings and installation diagram of an aluminum SGD, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL-0080-0707-09, dated 11/10/09, signed and sealed by Vinu J.Abraham,P.E. Along with manufacturer's parts and section drawing marked-up drawings of aluminum SGD,by Hurricane Engineering Testing, Inc., Test Report No. HETI-07-4405, 07-4416,074418,07-4424, 074425, 07-4425 and 074427,dated 12/27/07 thru 01/31/08, signed and sealed by Candido Font, P.E.(Note: Test report No(s)HETI-07-4405 and 07-4416 have been revised and reissued on April 08, 2008 by Hurricane Engineering Testing, Inc, signed and sealed by Candido Font, P.E.). C. CALCULATIONS (Submitted under NOA#15-0413.05) 1. Anchor verification calculations and structural analysis,complying with FBC-2014, 51h edition,1 dated 03/20/15 & 12/09/15,prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-02&-04. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA)for their "Saflex CP- Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/2014, expiring on 12/11/2018. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their"SentryGlas (Clear and White) GIass Interlayers" dated 06/25/2015, expiring on 07/04/2018. F. STATEMENTS I. Statement letter of no financial interest, conformance and compliance with the FBC-2014, 51h edition, dated 03/20/15, signed and sealed by Javad Ahmad,P.E. 2. Statement letter of lab compliance,part of the above test reports. 3. One year extension request letter issued by CGI Windows and Doors,Inc., dated 05/30/17, signed by Robert Beaird,P.E. G. OTHER 1. This NOA revises #15-0413.05, expiring 06/12/2017. 2. Test proposal# 07-3001-R dated 10-23-07, approved by BCCO and Test Proposal No. 16-1521 dated 12/22/16, approved by RER. `SL,-::j,, Ishaq I.Cbanda,P.E. Product Control Unit Supervisor NOA No.18-0926.10 Expiration Date: June 12,2023 Approval Date: August 29,2019 E-1 i I ^Windoor Inc., NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 2. Previous Evidence submitted. A. DRAWINGS 1. Drawing No:W09-58,titled"Series 560 Alum Sliding Glass Door—LMI", sheets 1 through 13 of 13,including sheets 2.1, 3.1, 6.1 and 9.1, dated 11/10/09,prepared by Al Farooq Corporation, with latest revision"G"dated 04/24/18, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under# 17-1226.01) 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 I 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5)Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 7) Forced Entry Test, per FBC,TAS 202 94 along with marked—up drawings and installation diagram of an aluminum SGD,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-9547, dated 06/19/17, signed and sealed by Idalnus Ortega,P. E. C. CALCULATIONS (Submitted under previous NOA No. 17-1226.01) 1. Anchor verification calculations and structural analysis, complyingwith FBC-2017 01 edition Y � > > dated 12/11/17 prepared b Al Faroo Corporation, signed and sealed b Javad Ahmad P.E.P p Y q IP � l� Y � 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. 14-0423.15 issued to Eastman Chemical Company (MA). for their "Saflex CP- Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/2014, expiring on 12/11/2018. 2. 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 07/04/2023. F. STATEMIENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC-2017, 6ch edition, dated 11/15/17, signed and sealed by Javad Ahmad, P. E. G. OTHER 1. This NOA revises and renews NOA#17-0307.07, expiring on 06/12/23. 3. New Evidence submitted. A. DRAWINGS 1. Drawing No. 18-101D Rev A,titled Series"560 Aluminum Sliding Glass Door(LMI)", sheets 1 through 13 (inclusive 2.1, 3.1 and 9.1) of 13,prepared by Al—Farooq Corporation, dated 11/10/09 and last revised on AUG 22,2019, signed and sealed by Javad Ahmad,P. E. haq L Chanda,P.E. 1 Product Control Unit Supervisor NOA No.18-0926.10 Expiration Date: June 12,2023 Approval Date: August 29,2019 E-2 I ! GI WINDOWS and DOORS,INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(submitted,under file#18-1108.05 PLA) 1. REF 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 of an aluminum SGD,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 19-936,dated 04/15/19, signed and sealed by Idalmis Ortega, P. E. 2. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Water Resistance Test,per FBC,TAS 202-94 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94. 6) Forced Entry Test,per FBC,TAS 202-94 along with marked—up drawings and installation diagram of an aluminum 3-Tracks (6-panels)Alum SGD W/pockets,prepared by Fenestration Testing Lab, Inc., Test Reports No.FTL-9547 dated 07/05/1.7, signed and sealed by Idalmis Ortega,P.E. along with marked—up drawings and installation diagram of an aluminum 3-Tracks(6-panels)Alum SGD W/pockets,prepared by HTL, Inc., Test Reports No. HTL4080-0707-09 dated 11/10/14, signed and sealed by Vinu J. Abraham,P.E. C. CALCULATIONS (submitted under#17-1226.01) 1. Supplement anchor verification calculation for wider panel,prepared by Al-Farooq Corp. dated 05/29/19, signed and sealed by Javad Ahmad, P.E.(submitted under file#18-1108.05 PLA) D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 18-0301.06 issued to Eastman Chemical Company(MA) (former Solutia,Inc.) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core", expiring on 12/11/2023. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America,Inc. (former E.I. DuPont DE Nemours & Co., Inc.)for their"SentryGlas(Clear and White) Glass Interlayers", expiring on 07/04/2023. F. STATEMENTS 1. Statement letter of conformance to FBC 6ch Edition(2017), and of no financial interest, dated 08/22/19,prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Private label Agreement dated 09/05/2018 between CGI Windows and Doors, Inc. and Windor, Inc., signed by Dean M. Ruark,P.E. (V.P. CGI) and Dean M. Ruark,P.E. (V.P. CGI) respectively. G. OTHER 1. This NOA revises NOA#18-1108.05(PLA), expiring 06/12/2023. 2. Test proposal # 19-0219 dated March 13,2019 approved by RER. 3. Reference NOA# 18-1108.05(CGI Windows and Doors, Inc.) V. .CN,�. - Ishaq L Chanda,P.E. Product Control Unit Supervisor NOA No. 18-0926.10 Expiration Date: June 12,2023 Approval Date: August 29,2019 E-3 353 1/4" MAX. (WITHOUT POCKETS) FALSE MUNTIN 349" MAX. (WITH POCKETS) (SEE SHEET 9.1) OPTIONAL DOOR FRAME WIDTH (6 PANEL DOOR) PAIR OF ANCHORS PAIR OF ANCHORS HEAD ANCHORS IN PAIRS AT JAMBS AT HEAD/SILL AT STILE ENDS U) SEE CHART ON SHEETS 5 THRU 6.1 xa m w FOR CAPACITY a w 4„ I n I REINF. I II I� AS READ. II II tl SEE SHEET 3 I OE C li ii it W I rD < W -IL= 1IL 1=== Ld 2 m 00 n =j ==- 1 - -_ i ✓ c U? f 0 II II II I Qw it II I� I w li li i� I II I 11 B I TYP. 52 1/4" NON POCKET JAMB D.L. OPG. ANCHORS ALTERNATE SIZE UNITS: (SEE SHEETS 2 & 2.1) 60 1/4" SILL ANCHORS IN PAIRS PANEL WIDTH AT STILE ENDS SERIES 560 ALUM SLIDING GLASS DOOR (3 TRACK) SEE CHART ON SHEETS 5 THRU 6.1 TYPICAL ELEVATION DESIGN LOAD RATING FOR DOORS TO BE AS PER CHARTS SHOWN FOR CAPACITY ON SHEET 3. MAX. JAMB ANCHOR SPACINGS (NON-POCKET) APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED ANCHOR TYPE BY BUILDING OFFICIAL. SHIM SPACE 'A' & 'B' 'C' 'D'M18-1/2" -THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY-WITH-THE -_ - --- - - " -18 — REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE 3/8" 18-1/2" - 18 INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1/2" 9-1/4" - 9 1 BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE INgTRI IrTinNC• MAX. FRAME WIDTH �r- � w x =_= ML I II X XXX (SHOWN) EXT. OXX REINF. AS READ. XXO SEE SHEET 3 OO O O MAX. FRAME WIDTH CD w C D D E D D C _JL_ _JL— —JL w II _ II II XXXXXX (SHOWN) EXT. OXXXXO REINF. AS REQD. OO O SEE SHEET 3 O C MAX. FRAME WIDTH �r— w r Ld ,r �r JL_ _JL_ _JL II XXXXXX (SHOWN) _JL OXXXXO - - --- APP-RO-V-ED—CON.F-IGL RATION S— NON—POCKETED DOORS MAX. DOOR FRAME AREA NOT TO EXCEED 441.25 SQ. FT. F9R LOADS UP TO 105 PSF 351.56 SQ. FT. FOR LOADS ABOVE 105 PSF Fnrmiiln +n rnnvor+ Ilnnr IAliri+h +n Pnnc DOOR FRAME WIDTH MAX. FRAME WIDTH O O O I ,r- j P D D C I _JL_ Iz = I l a UJ -IF -Ir o I L I a I -7r- ---- i - II PXXX(SHOWN) L--- EXT. XXXP REINF. AS REQD. SEE SHEET 3 DOOR FRAME WIDTH MAX. FRAME WIDTH O O O O I _ Iz I I z IF JL I l a JL_ _JL_ � PXXXXXXP (SHOWN) DOOR FRAME WID' REINF. AS REQD. OO O SEE SHEET 3 O MAX. FRAME WIDTH = I II _JL_ I ui Li I F- CL I � CL I I a -I -�r- r- JL_ _JL_ PX X XXXX(SHOWN) --- -- P-XXXXX-O XXXXXXP OXXXXXP APPPnvF:*n r.nNF'I(;I IRATICINS r 1- i ...,..-+ n-- DESIGN LOAD CAPACITY - PSF (GLASS) DESIGN LOAD CAPACITY - PSF (GLASS) DESIGN LOAD CAPACITY - PSF (GLASS) W/O REINF. WITH REINF. W/O REINF. WITH REINF. W/0 REINF. WITH REINF. DOORFRAME GLASS TYPES GLASS TYPE DOOR FRAME GLASS TYPES GLASS TYPE DOOR FRAME GLASS TYPES GLASS TYPE PANEL WIDTH HEIGHT '1','IA','2'&'2A' '2A' PANEL WIDTH HEIGHT '1','IA','2'&'2A' '2A' PANEL WIDTH HEIGHT '1','IA','2'&'2A' '2A' INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) INCHES INCHES Fx (+) INT.(-) EXT.(+) INT.(-) 24-1/4 120.0 130.5 120.0 170.0 24-1/4 80.0 80.0 120.0 140.0 24-1/4 80.0 80.0 120.0 140.0 30-1/4 109.3 109.3 120.0 170.0 30-1/4 80.0 80.0 120.0 140.0 30-1/4 80.0 80.0 120.0 140.0 33-1/4 101.6 101.6 120.0 170.0 33-1/4 80.0 80.0 120.0 140.0 33-1/4 80.0 80.0 120.0 140.0 36-1/4 93.2 93.2 120.0 170.0 36-1/4 80.0 80.0 120.0 140.0 36-1/4 80.0 80.0 120.0 140.0 39-1/4 86.1 86.1 120.0 170.0 39-1/4 80.0 80.0 120.0 140.0 39-1/4 80.0 80.0 120.0 140.0 42-1/4 79.9 79.9 120.0 159.9 42-1/4 79.9 79.9 120.0 140.0 42-1/4 78.9 78.9 120.0 140.0 44-1/4 80 76.3 76.3 120.0 152.7 44-1/4 99 76.3 76.3 120.0 140.0 44-1/4 111 76.2 76.2 120.0 140.0 _ 46-1/4 73.0 73.0 120.0 146.1 46-1/4 73.0 73.0 120.0 140.0 46-1/4 73.0 73.0 120.0 140.0 48-1/4 70.0 70.0 120.0 140.0 48-1/4 70.0 70.0 120.0 140.0 48-1/4 70.0 70.0 120.0 140.0 - 50-1/4 67.2 67.2 115.2 134.4 50-1/4 67.2 67.2 115.2 134.4 50-1/4 67.2 67.2 115.2 134.4 52-1/4 64.6 64.6 110.8 129.3 52-1/4 64.6 64.6 110.8 129.3 24-1/4 80.0 80.0 120.0 140.0 54-1/4 62.3 62.3 106.7 124.5 54-1/4 62.3 62.3 106.7 124.5 30-1/4 80.0 80.0 120.0 140.0 56-1/4 60.0 60.0 102.9 120.1 56-1/4 60.0 60.0 102.9 120.1 33-1/4 80.0 80.0 120.0 140.0 58-1/4 58.0 58.0 99.4 116.0 58-1/4 58.0 58.0 99.4 116.0 36-1/4 80.0 80.0 120.0 140.0 80-1/4 56.1 T56.1 96.1 112.1 24-1/4 80.0 80.0 120.0 140.0 39-1/4 114 80.0 80.0 120.0 140.0 24-1/4 120.0 130.0 120.0 170.0 30-1/4 80.0 80.0 120.0 140.0 42-1/4 78.4 78.4 120.0 140.0 30-1/4 108.8 108.8 120.0 170.0 33-1/4 80.0 80.0 120.0 140.0 44-1/4 75.7 75.7 120.0 140.0 33-1/4 101.2 101.2 120.0 170.0 36-1/4 80.0 80.0 120.0 140.0 46-1/4 73.0 73.0 120.0 140.0 36-1/4 93.2 93.2 120.0 170.0 39-1/4 80.0 80,0 120.0 140.0 48-1/4 70.0 70.0 120.0 140.0 39-1/4 86.1 86.1 120.0 170.0 42-1/4 80.0 79.9 120.0 140.0 50-1/4 67.2 67.2 115.2 134.4 42-1/4 79.9 79.9 120.0 159.9 44-1/4 102 80.0 76.3 120.0 140.0 24-1/4 80.0 80.0 120.0 140.0 44-1/4 B4 76.3 76.3 120.0 152.7 46-1/4 73.0 73.0 120.0 140.0 30-1/4 80.0 80.0 120.0 140.0 46-1/4 73.0 73.0 120.0 146.1 48-1/4 70.0 70.0 120.0 140.0 33-1/4 80.0 80.0 120.0 140.0 48-1/4 70.0 70.0 120.0 140.0 50-1/4 67.2 67.2 115.2 134.4 36-1/4 80.0 80.0 120.0 140.0 50-1/4 57.2 67.2 115.2 134.4 52-1/4 64.6 64.6 110.8 129.3 39-1/4 117 80.0 80.0 120.0 140.0 52-1/4 64.6 64.6 110.8 129.3 54-1/4 62.3 62.3 106.7 124.5 42-1/4 77.9 77.9 120.0 140.0 54-1/4 62.3 62.3 106,7 124.5 56-1/4 60.0 6Q.0 102.9 120.1 44-1/4 75.2 75.2 120.0 140.0 56-1/4 60.0 60.0 102.9 120.1 24-1/4 80.0 80.0 120.0 140.0 46-1/4 72.7 72.7 120.0 140.0 58-1/4 58.0 58.0 99.4 116.0 30-1/4 80.0 80.0 120.0 140.0 48-1/4 70.0 70.0 120.0 140.0 60-1/4 56.1 56.1 96.1 112.1 33-1/4 80.0 80.0 120.0 140.0 24-1/4 80.0 80.0 120.0 140.0 24-1/4 120.0 128.6 120.0 170.0 36-1/4 80.0 80.0 120.0 140.0 30-1/4 80.0 80.0 120.0 140.0 30-1/4 107.2 107.2 120.0 170.0 39-1/4 80.0 80.0 120.0 140.0 33-1/4 80.0 80.0 120.0 140.0 33-1/4 99.5 99.5 120.0 170.0 42-1/4 79.9 79.9 120.0 140.0 36-1/4 80.0 80.0 120.0 140.0 36-1/4 93.2 93.2 120.0 170.0 44-1/4 105 76.3 76.3 120.0 140.0 39-1/4 120 80.0 80.0 120.0 140.0 39-1/4 86.1 86.1 120.0 170.0 46-1/4 73.0 73.0 120.0 140.0 42-1/4 77.5 77.5 120.0 140.0 42-1/4 79.9 79.9 120.0 159.9 48-1/4 70.0 70.0 120.0 140.0 44-1/4 74.8 74.8 120.0 140.0 44-1/4 90 76.3 76.3 120.0 152.7 50-1/4 67.2 67.2 115.2 34.4 46-1/4 72.3 72.3 120.0 140.0 46-1/4 73.0 73.0 120.0 146.1 52-1/4 64.6 64.6 110.8 129.3 48-1/4 70.0 70.0 120.0 140.0 48-1/4 70.0 70.0 120.0 140.0 54-1/4 62.3 62.3 106.7 124.5 50-1/4 67.2 67.2 115.2 134.4 24-1/4 80.0 80.0 120.0 140.0 52-1/4 64.6 64.6 110.8 129.3 30-1/4 80.0 80.0 120.0 140.0 54-1/4 62.3 62.3 106.7 124.5 33-1/4 80.0 80.0 120.0 140.0 _ - 56-1/4 60.0 60.0 102.9 120.1 36-1/4 80.0 86.0 120.0 140.0 58-1/4 58.0 58.0 99.4 116.0 39-1/4 80.0 80.0 120.0 140.0 60-1/4 56.1 56.1 96.1 112.1 42-1/4 108 79.4 79.4 1 120.0 140.0 DESIGN LOAD CAPACITY - PSF (GLASS) DESIGN LOAD CAPACITY - PSF (GLASS) DESIGN LOAD CAPACITY - PSF (GLASS) WITH REINF. WITH REINF. WITH REINF. DOOR FRAME GLASS TYPE GLASS TYPE DOOR FRAME GLASS TYPE GLASS TYPE DOOR FRAME GLASS TYPE GLASS TYPE PANEL WIDTH HEIGHT 2' -2.1' PANEL WIDTH HEIGHT '2' '2•1- PANEL WIDTH HEIGHT 2' -2.1- INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) 24-1/4 120.0 170.0 120.0 170.0 24-1/4 120.0 140.0 120.0 140.0 24-1/4 120.0 140.0 120.0 140.0 30-1/4 120.0 170.0 120.0 170.0 30-1/4 120.0 140.0 120.0 140.0 30-1/4 120.0 140.0 120.0 140.0 33-1/4 120.0 170.0 120.0 170.0 33-1/4 120.0 140.0 120.0 140.0 33-1/4 120.0 140.0 120.0 140.0 36-1/4 120.0 170.0 120.0 170.0 36-1/4 120.0 140.0 120.0 140.0 36-1/4 120.0 140.0 120.0 140.0 39-1/4 120.0 170.0 120.0 170.0 39-1/4 120.0 140.0 120.0 140.0 39-1/4 120.0 140.0 120.0 140.0 42-1/4 120.0 159.9 120.0 159.9 42-1/4 120.0 140.0 120.0 140.0 42-1/4 120.0 140.0 120.0 140.0 44-1/4 80 120.0 152.7 120.0 152.7 44-1/4 99 120.0 140.0 120.0 140.0 44-1/4 111 120.0 140.0 120.0 140.0 46-1/4 120.0 146.1 120.0 146.1 46-1/4 120.0 140.0 120.0 140.0 46-1/4 120.0 140.0 120.0 140.0 48-1/4 120.0 140.0 120.0 140.0 48-1/4 120.0 140.0 120.0 140.0 48-1/4 120.0 140.0 120.0 140.0 50-1/4 115.2 134.4 115.2 134.4 50-1/4 115.2 134.4 115.2 134.4 50-1/4 115.2 134.4 115.2 134.4 52-1/4 110.8 129.3 110.8 129.3 52-1/4 110.8 129.3 110.8 129.3 52-1/4 105.0 105.0 105.0 105.0 54-1/4 106.7 124.5 106.7 124.5 54-1/4 106.7 124.5 106.7 124.5 54-1/4 105.0 105.0 105.0 105.0 56-1/4 105.0 120.1 105.0 120.1 56-1/4 105.0 120.1 105.0 120.1 56-1/4 105.0 105.0 105.0 105.0 58-1/4 105.0 116.0 105.0 116.0 58-1/4 105.0 116.0 105.0 116.0 58-1/4 105.0 105.0 104.0 104.0 60-1/4 105.0 112.1 10510 112.1 60-1/4 105.0 105.0 105.0 105.0 60-1/4 105.0 105.0 102.0 102.0 24-1/4 120.0 170.0 120.0 170.0 24-1/4 120.0 140.0 120.0 140.0 24-1/4 120.0 140.0 120.0 140.0 30-1/4 120.0 170.0 120.0 170.0 30-1/4 120.0 140.0 120.0 140.0 30-1/4 120.0 140.0 120.0 140.0 33-1/4 120.0 170.0 120.0 170.0 33-1/4 120.0 140.0 120.0 140.0 33-1/4 120.0 140.0 120.0 140.0 36-1/4 120.0 170.0 120,0 170.0 36-1/4 120.0 140.0 120.0 140.0 36-1/4 120.0 140.0 120.0 140.0 39-1/4 120.0 170.0 120.0 170.0 39-1/4 120.0 140.0 120.0 140.0 39-1/4 120.0 1.40.0 120.0 140.0 42-1/4 120.0 159.9 120.0 159.9 42-1/4 120.0 140.0 120.0 140.0 42-1/4 120.0 140.0 120.0 140.0 44-1/4 84 120.0 152.7 120.0 152.7 44-1/4 102 120.0 140.0 120.0 140.0 44-1/4 114 120.0 140.0 120.0 140.0 46-1/4 120.0 146.1 120.0 146.1 46-1/4 120.0 140.0 120.0 140.0 46-1/4 120.0 140.0 120.0 140.0 48-1/4 120.0 140.0 120.0 140.0 48-1/4 120.0 140.0 120.0 140.0 48-1/4 120.0 140.0 120.0 140.0 50-1/4 115.2 134.4 115.2 134.4 50-1/4 115.2 134.4 115.2 134.4 50-1/4 115.2 134.4 115.2 134.4 52-1/4 110.8 129.3 110.8 129.3 52-1/4 110.8 129.3 110.8 129.3 52-1/4 105.0 105.0 105.0 105.0 54-1/4 106.7 124.5 106.7 124.5 54-1/4 106.7 124.5 106.7 124.5 54-1/4 105.0 105.0 105.0 105.0 56-1/4 105.0 120.1 105.0 120.1 56-1/4 105.0 120.1 105.0 120.1 56-1/4 105.0 105.0 104.0 104.0 58-1/4 105.0 116.0 105.0 116.0 58-1/4 105.0 105.0 105.0 105.0 58-1/4 105.0 105.0 101.0 101.0 60-1/4 105.0 112.1 105.0 112.1 60-1/4 105.0 105.0 105.0 105.0 60-1/4 165.0 105.0 99.5 99.5 24-1/4 120.0 170.0 120.0 170.0 24-1/4 120.0 140.0 120.0 140.0 24-1/4 120.0 140.0 120.0 140.0 30-1/4 120.0 170.0 120.0 170.0 30-1/4 120.0 140.0 120.0 140.0 30-1/4 120.0 140.0 120.0 140.0 33-1/4 120.0 170.0 120.0 170.0 33-1/4 120.0 140.0 120.0 140.0 33-1/4 120.0 140.0 120.0 140.0 36-1/4 120.0 170.0 120.0 170.0 36-1/4 120.0 140.0 120.0 140.0 36-1/4 120.0 140.0 120.0 140.0 39-1/4 120.0 170.0 120.0 170.0 39-1/4 120.0 140.0 120.0 140.0 39-1/4 120.0 140.0 120.0 140.0 42-1/4 120.0 159.9 120.0 159.9 42-1/4 120.0 140.0 120.0 140.0 42-1/4 120.0 140.0 120.0 140.0 44-1/4 90 120.0 152.7 120.0 152.7 44-1/4 105 120.0 140.0 120.0 140.0 44-1/4 117 120.0 140.0 120.0 140.0 46-1/4 120.0 146.1 12000 146.1 46-1/4 120.0 140.0 120.0 140.0 46-1/4 120.0 140.0 120.0 140.0 48-1/4 120.0 140.0 120.0 140.0 48-1/4 120.0 140.0 120.0 140.0 48-1/4 120.0 140.0 120.0 140.0 50-1/4 115.2 134.4 115.2 134.4 50-1/4 115.2 34.4 115.2 34.4 50-1/4 105.0 105.0 105.0 105.0 52-1/4 110.8 129.3 110.8 129.3 52-1/4 110.8 129.3 110.8 1 129.3 52-1/4 105.0 105.0 105.0 105.0 54-1/4 106.7 1 124.5 106.7 124.5 54-1/4 106.7 124.5 T06.7 124.5 54-1/4 105.0 -105-0 105.0 105.0-- 56-1/4 105.0 120.1 105.0 120.1 56-1/4 105.0 105.0 105.0 105.0 56-1/4 105.0 105.0 102.0 102.0 58-1/4 105.0 116.0 105.0 116.0 58-1/4 105.0 1 Q5.0 105.0 105.0 58-1/4 105.0 105.0 99.2 99.2 60-1/4 105.0 112.1 105.0 112.1 60-1/4 105.0 1Q5.0 105.0 105.0 60-1/4 105.0 105.0 96.7 96.7 3/16" TEMP. GLASS 3/16" TEMP. GLASS 5/16" AIR SPACE 5/16" AIR SPACE 1/4" ANN. GLASS 1/4" ANN. GLASS 1/4" HEAT STREN'D GLASS .090" Interlayer .090" Interlayer .090" Interlayer SentryGlas SentryGlas SentryGlas By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' By 'Kuraray America, I OR OR OR .075" Interlayer .075" Interlayer .075" Interlayer Saflex CP With PET Core Saflex CP With PET Core Saflex CP With PET Cc By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' By 'Eastman Chemical 3/16" ANN. GLASS 3/16" ANN. GLASS 3/16" HEAT STR - SILICONE � SILICONE SILICONE_ __ DOWSIL 995 DOWSIL 995 DOWSIL 995 - z m DOWSIL 983 z m DOWSIL 983 z m DOWSIL 983 V, GE 1200 GE 1200 inN GE 1200(a tog "ag ro 17 I� !I 17 I! I1:4j 12 XL EDGE SPACER M 17 I� III 12 XL EDG 0 II� !I 0 I! III �j ST. STEEL BY 'CARDINAL' 0 �I I ST. STE OR H I I. OR DURASEAL BY 'QUANEX' P4 !l !I II DURASE H OR OR SUPER SPACER BY 'QUANEX' SUPER W 0�10 W 0®10 W 0®10 34 AT 1/4 POINTS ON LITES 34 AT 1/4 POINTS ALL SIZES 34 AT 1/4 WIDER THAN 36" ONLY GLASS TYPE '1' GLASS TYPE 'IA' GLASS TYPE '2A' 1/4" HEAT STREN'D GLASS .090" Interlayer SentryGlas By 'Kuraray America, Inc.' 3/16" HEAT STREN'D o: SILICONE C DOWSIL 995 z_ m DOWSIL 983 N GE 1200 (a g GLAZING OPTIONS o 17 11 1� 0 I I: NOTE: 3/16" AND 1/4" PIECES OF GLASS ON THE E.1 1/2" LAMINATED UNIT ARE INTERCHANGEABLE >C _ (EX: 3/16" + 1/4" OR 1/4" + 3/16") W 00 10 - ------- ---- --- LIMIT-MAX-PANEL AREA TQ 40:7 SQ--FT. - --- - - ------ -- -- --�--- AT 1/4 POI FOR PANEL AREAS > 40.2 SQ. FT. 34 WIDER THAN LAMINATED PLIES MUST BE GLASS TYPE '2' 1/4" + 3/16" (AS SHOWN IN DETAILS) DESIGN LOAD CAPACITY - PSF (ANCHORS AT HEAD/SILL) ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'A' & `B' ANCHORS TYPE 'A' & 'B' DOOR 1/4" SHIM SPACE 1/4" SHIM SPACE 3/8" SHIM SPACE 1/2" SHIM SPACE PANEL WIDTH FRAME HEIGHT CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF INCHES INCHES 4 6 8 4 6 8 4 6 8 10 6 8 10 1R 24-1/4 152.0 170.0 170.0 168.0 170.0 170.0 119.2 170.0 170.0 170.0 139.0 170.0 170.0 - 30-1/4 121.9 170.0 170.0 134.7 170.0 170.0 95.5 143.3 170.0 170.0 111.5 148.6 170.0 - 36-1/4 152.5 170.0 170.0 168.6 170.0 170.0 119.6 159.5 170.0 170.0 124.0 155.0 170.0 170 42-1/4 80 130.9 159.9 159.9 144.7 159.9 159.9 102.6 136.8 159.9 159.9 106.4 133.0 159.6 159 48-1/4 114.6 140.0 140.0 126.7 140.0 140.0 89.8 119.8 140.0 140.0 93.2 116.5 139.8 140 54-1/4 101.9 124.5 124.5 112.7 124.5 124.5 79.9 106.5 124.5 124.5 82.9 103.6 124.3 124 60-1/4 91.8 112.1 112.1 101.5 112.1 112.1 72.0 95.9 112.1 112.1 74.6 93.3 1 1 1.9 1 1 i 24-1/4 144.8 170.0 170.0 160.0 170.0 170.0 113.5 170.0 170.0 170.0 132.4 170.0 170.0 - 30-1/4 116.1 170.0 170.0 128.3 170.0 170.0 91.0 136.5 170.0 170.0 106.2 141.5 170.0 - 36-1/4 145.3 170.0 170.0 160.6 170.0 170.0 113.9 151.9 170.0 170.0 118.1 147.6 170.0 170 42-1/4 84 124.6 159.9 159.9 137.8 159.9 159.9 97.7 130.3 159.9 159.9 101.3 126.7 152.0 159 48-1/4 109.1 140.0 140.0 120.7 140.0 140.0 85.6 114.1 140.0 140.0 88.7 110.9 133.1 140 54-1/4 97.1 124.5 124.5 107.3 124.5 1 124.5 76.1 101.5 124.5 124.5 78.9 98.7 118.4 124 60-1/4 87.4 112.1 112.1 96.6 112.1 112.1 68.5 91.4 112.1 112.1 71.1 88.8 106.6 11s 24-1/4 135.1 170.0 170.0 149.4 170.0 170.0 105.9 158.9 170.0 170.0 123.6 164.8 170.0 - 30-1/4 108.3 162.5 170.0 119.7 170.0 170.0 84.9 127.4 169.8 170.0 99.1 132.1 165.1 170 36-1/4 135.6 170.0 170.0 149.9 170.0 170.0 106.3 141.7 170.0 170.0 110.2 137.8 165.4 17C 42-1/4 90 116.3 155.1 159.9 128.6 159.9 159.9 91.2 121.6 152.0 159.9 94.6 118.2 141.9 159 48-1/4 101.9 135.8 140.0 112.6 140.0 140.0 79.9 106.5 133.1 140.0 82.8 103.5 124.2 14C 54-1/4 90.6 120.8 124.5 100.2 124.5 124.5 71.0 94.7 118.4 124.5 73.7 92.1 110.5 124 60-1/4 81.6 108.8 112.1 90.2 112.1 112.1 64.0 85.3 106.6 112.1 66.3 82.9 99.5 11,19 24-1/4 126.7 170.0 170.0 140.0 170.0 170.0 99.3 149.0 170.0 170.0 115.9 154.5 170.0 - 30-1/4 101.6 152.3 170.0 112.3 168.4 170.0 79.6 119.4 159.2 170.0 92.9 123.8 154.8 17C 36-1/4 127.1 169.5 170.0 140.5 170.0 170.0 99.7 132.9 166.1 170.0 103.3 129.2 155.0 17C 42-1/4 96 109.1 145.4 159.9 120.6 159.9 159.9 85.5 114.0 142.5 159.9 88.7 110.8 133.0 155 48-1/4 95.5 127.3 140.0 105.6 140.0 140.0 74.9 99.8 124.8 140.0 77.6 97.1 116.5 135 54-1/4 84.9 113.3 124.5 93.9 124.5 124.5 66.6 88.8 1 1 1.0 124.5 69.1 86.3 103.6 12C 60-1/4 76.5 102.0 112.1 84.5 112.1 112.1 60.0 79.9 99.9 112.1 62.2 77.7 93.3 108 24-1/4 119.2 140.0 140.0 131.8 140.0 140.0 93.5 140.0 140.0 140.0 109.1 140.0 140.0 - 30-1/4 95.6 140.0 140.0 105.7 140.0 140.0 74.9 112.4 140.0 140.0 87.4 116.6 140.0 - 36-1/4 119.6 140.0 140.0 132.3 140.0 140.0 93.8 125.1 140.0 140.0 97.3 121.6 140.0 14C 42-1/4 102 102.6 136.9 140.0 113.5 140.0 140.0 80.5 107.3 134.1 140.0 83.5 104.3 125.2 14C 48-1/4 89.9 119.8 140.0 99.4 132.5 140.0 70.5 94.0 117.4 140.0 73.1 91.3 109.6 127 54-1/4 79.9 106..6 124.5 88.4 117.8 124.5 62.7 83.6 104.5 124.5 65.0 81.2 97.5 112 60-1/4 72.0 96.0 105.0 79.6 105.0 105.0 56.4 75.2 94.1 105.0 58.5 73.2 87.8 90. 24-1/4 112.6 140.0 140.0 124.5 140.0 140.0 88.3 132.4 140.0 140.0 103.0 137.3 140.0 - 30-1/4 90.3 135.4 140.0 99.8 140.0 140.0 70.8 106.2 140.0 140.0 82.6 110.1 137.6 14C 36-1/4 113.0 140..0 140.0 124.9 140.0 140.0 88.6 118.1 140.0 140.0 91.9 114.8 137.8 14C 42-1/4 108 96.9 129.3 140.0 107.2 140.0 140.0 76.0 101.3 126.7 140.0 - 78-.8-- 98:5-- 1-1-8.2--13=- 48-1/4 84.9 113.2 140.0 93.8 125.1 140.0 66.6 88.7 110.9 133.1 69.0 86.3 103.5 12C 54-1/4 75.5 100.7. 105.0 83.5 105.0 105.0 59.2 78.9 98.7 105.0 61.4 76.7 90.0 90 60-1/4 68.0 90.6 105.0 75.2 100.2 105.0 53.3 71.1 88.8 105.0 55.3 69.1 82.9 90 DESIGN LOAD CAPACITY - PSF (ANCHORS AT HEAD/SILL) ANCHORS TYPE 'D' ANCHORS TYPE 'E' ANCHORS TYPE 'D' & 'E' ANCHORS TYPE 'D' & 'E' DOOR 1/4" SHIM SPACE 1/4" SHIM SPACE 3/8" SHIM SPACE 1/2" SHIM SPACE PANEL WIDTH FRAME HEIGHT CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF INCHES INCHES 4 6 8 4 6 8 4 6 8 10 6 8 10 14 24-1/4 167.5 170.0 170.0 170.0 170.0 170.0 150.5 170.0 170.0 170.0 170.0 170.0 170.0 - 30-1/4 134.2 170.0 170.0 159.9 170.0 170.0 120.7 170.0 170.0 170:0 141.7 170.0 170.0 - 36-1/4 168.0 170.0 170.0 170.0 170.0 170.0 151.1 170.0 170.0 170.0 157.6 170.0 170.0 170. 42-1/4 80 144.2 159.9 159.9 159.9 159.9 159.9 129.6 159.9 159.9 159.9 135.2 159.9 159.9 159. 48-1/4 126.2 140.0 140.0 140.0 140.0 140.0 113.5 140.0 140.0 140.0 118.4 140.0 140.0 140. 54-1/4 112.3 124.5 124.5 124.5 124.5 124.5 100.9 124.5 124.5 124.5 105.3 124.5 124.5 124. 60-1/4 101.1 112.1 112.1 112.1 112.1 112.1 90.9 112.1 112.1 112.1 94.8 112.1 112.1 112. 24-1/4 159.5 170.0 170.0 170.0 170.0 170.0 143.4 170.0 170.0 170.0 168.3 170.0 170.0 - 30-1/4 127.8 170.0 170.0 152.3 170.0 170.0 114.9 170.0 170.0 170.0 134.9 170.0 170.0 - 36-1/4 160.0 170.0 170.0 170.0 170.0 170.0 143.9 170.0 170.0 170.0 150.1 170.0 170.0 170. 42-1/4 84 137.3 159.9 159.9 159.9 159.9 159.9 123.4 159.9 159.9 159.9 128.8 159.9 159.9 159. 48-1/4 120.2 140.0 140.0 140.0 140.0 140.0 108.1 140.0 140.0 140.0 112.8 140.0 140.0 140. 54-1/4 106.9 124.5 124.5 124.5 124.5 124.5 96.1 124.5 124.5 124.5 100.3 124.5 124.5 124. 60-1/4 96.3 112.1 112.1 112.1 112.1 112.1 86.6 112.1 112.1 112.1 90.3 112.1 112.1 112. 24-1/4 148.8 170.0 170.0 170.0 170.0 170.0 133.8 170.0 170.0 170.0 157.1 170.0 170.0 - 30-1/4 119.3 170.0 170.0 142.2 170.0 170.0 107.3 160.9 170.0 170.0 125.9 167.9 170.0 - 36-1/4 149.4 170.0 170.0 170.0 170.0 170.0 134.3 170.0 170.0 170.0 140.1 170.0 170.0 170. 42-1/4 90 128.2 159.9 159.9 152.7 159.9 159.9 115.2 153.6 159.9 159.9 120.2 150.3 159.9 159. 48-1/4 112.2 140.0 140.0 133.7 140.0 140.0 100.9 134.5 140.0 140.0 105.3 131.6 140.0 140. 54-1/4 99.8 124.5 124.5 118.9 124.5 124.5 89.7 119.6 124.5 124.5 93.6 117.0 124.5 124. 60-1/4 89.9 112.1 112.1 107.1 112.1 112.1 80.8 107.7 112.1 112.1 84.3 105.4 112.1 112. 24-1/4 139.5 170.0 170.0 166.3 170.0 170.0 125.4 170.0 170.0 170.0 147.3 170.0 170.0 - 30-1/4 111.9 167.8 170.0 133.3 170.0 170.0 100.6 150.8 170.0 170.0 118.1 157.4 170.0 - 36-1/4 140.0 170.0 170.0 166.8 170.0 170.0 125.9 167.8 170.0 170.0 131.4 164.2 170.0 170. 42-1/4 96 120.1 159.9 159.9 143.1 159.9 159.9 108.0 144.0 159.9 159.9 112.7 140.9 159.9 159. 48-1/4 105.2 140.0 140.0 125.3 140.0 140.0 94.6 126.1 140.0 140.0 98.7 123.4 140.0 140. 54-1/4 93.6 124.5 124.5 111.5 124.5 124.5 84.1 112.1 124.5 124.5 87.8 109.7 124.5 124. 60-1/4 84.2 112.1 112.1 100.4 112.1 112.1 75.7 101.0 112.1 112.1 79.0 98.8 112.1 112. 24-1/4 131.3 140.0 140.0 140.0 140.0 140.0 118.1 140.0 140.0 140.0 138.6 140.0 140.0 - 30-1/4 105.3 140.0 140.0 125.4 140.0 140.0 94.6 140.0 140.0 140.0 111.1 140.0 140.0 - 36-1/4 131.8 140.0 140.0 140.0 140.0 140.0 118.5 140.0 140.0 140.0 123.6 140.0 140.0 140. 42-1/4 102 113.1 140.0 140.0 134.7 140.0 140.0 101.6 135.5 140.0 140.0 106.1 132.6 140.0 140. 48-1/4 99.0 132.0 140.0 118.0 140.0 140.0 89.0 118.7 140.0 140.0 92.9 116.1 1.39.3 140. 54-1/4 88.1 117.4 124.5 104.9 124.5 124.5 79.2 105.6 124.5 124.5 82.6 103.3 123.9 124. 60-1/4 79.3 105.0 105.0 94.5 105.0 105.0 71.3 95.0 105.0 105.0 74.4 90.0 105.0 105. 24-1/4 124.0 140.0 140.0 140.0 140.0 140.0 111.5 140.0 140.0 140.0 130.9 140.0 140.0 - 30-1/4 99.4 140.0 140.0 118.E 140.0 140.0 89.4 134.1 140.0 140.0 104.9 139.9 140.0 - 36-1/4 124.5 440.0 140.0 140.0 140.0 140.0 111.9 140.0 140.0 140.0 116.8 140.Q 140.0 140. 42-1/4 108 106.8 140.0 140.0 127.2 140.0 140.0 96.0 128.0 140.0 140.Q - 100.2 --125-.2- -1-40:0----1-40- 48-1/4 93.5 124.7 140.0 111.4 140.0 140.0 84.1 112.1 140.0 140.0 87.7 109.7 131.6 140. 54-1/4 83.2 105.0 105.0 99.1 105.0 105.0 74.8 99.7 105.0 105.0 78.0 90.0 105.0 105. 60-1/4 74.9 99.9 105.0 89.2 105.0 105.0 67.3 89.8 105.0 105.0 70.2 87.8 105.0 105. DESIGN LOAD CAPACITY - PSF (ANCHORS AT HEAD/SILL) ANCHORS TYPE 'AA' ANCHORS TYPE 'BB' ANCHORS TYPE 'AA' & 'BB' ANCHORS TYPE 'AA' & 'BB' DOOR 1/4" SHIM SPACE 1/4" SHIM SPACE 3/8" SHIM SPACE 1/2" SHIM SPACE PANEL WIDTH FRAME HEIGHT CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF INCHES INCHES 4 6 4 6 4 6 8 6 8 10 12 24-1/4 170.0 170.0 170.0 170.0 155.0 170.0 170.0 170.0 170.0 170.0 - 30-1/4 163.3 170.0 170.0 170.0 124.3 170.0 170.0 146.8 170.0 170.0 - 36-1/4 170.0 170.0 170.0 170.0 155.6 170.0 170.0 163.3 170.0 170.0 170.0 42-1/4 80 159.9 159.9 159.9 159.9 133.5 159.9 159.9 140.1 159.9 159.9 159.9 48-1/4 140.0 140.0 140.0 1 140.0 116.9 140.0 140.0 122.7 140.0 140.0 140.0 54-1/4 124.5 124.5 124.5 124.5 104.0 124.5 124.5 109.1 124.5 124.5 124.5 60-1/4 112.1 112.1 112.1 112.1 93.6 112.1 112.1 98.3 112.1 112.1 112.1 24-1/4 170.0 170.0 170.0 170.0 147.7 170.0 170.0 170.0 170.0 170.0 - 30-1/4 155.5 170.0 170.0 170.0 118.4 170.0 170.0 139.8 170.0 170.0 - 36-1/4 170.0 170.0 170.0 170.0 148.2 170.0 170.0 155.6 170.0 170.0 170.0 42-1/4 84 159.9 159.9 159.9 159.9 127.1 159.9 159.9 133.5 159.9 159.9 159.9 48-1/4 140.0 140.0 140.0 140.0 1 1 1.3 140.0 140.0 116.9 140.0 140.0 140.0 54-1/4 124.5 124.5 124.5 124.5 99.0 124.5 124.5 104.0 124.5 124.5 124.5 60-1/4 112.1 112.1 112.1 112.1 89.1 112.1 112.1 93.6 112.1 112.1 112.1 24-1/4 170.0 170.0 170.0 170.0 137.8 170.0 170.0 162.8 170.0 170.0 - 30-1/4 145.1 170.0 170.0 170.0 110.5 165.7 170.0 130.5 170.0 170.0 - 36-1/4 170.0 170.0 170.0 170.0 138.3 170.0 170.0 145.2 170.0 170.0 170.0 42-1/4 90 155.9 159.9 159.9 159.9 118.7 158.2 159.9 124.6 155.7 159.9 159.9 48-1/4 136.5 140.0 140.0 140.0 103.9 138.5 140.0 109.1 136.4 140.0 140.0 54-1/4 121.4 124.5 124.5 124.5 92.4 123.2 124.5 97.0 121.3 124.5 124.5 60-1/4 109.3 112.1 112.1 112.1 83.2 110.9 112.1 87.4 109.2 112.1 112.1 24-1/4 169.7 170.0 170.0 170.0 129.2 170.0 170.0 152.6 170.0 170.0 - 30-1/4 136.1 170.0 159.5 170.0 103.6 155.4 170.0 122.3 163.1 170.0 - 36-1/4 170.0 170.0 170.0 170.0 129.6 170.0 170.0 136.1 170.0 170.0 170.0 42-1/4 96 146.1 159.9 159.9 159.9 111.2 148.3 159.9 116.8 146.0 159.9 159.9 48-1/4 128.0 140.0 140.0 140.0 97.4 129.9 140.0 102.3 127.8 140.0 140.0 54-1/4 113.8 124.5 124.5 124.5 86.6 115.5 124.5 91.0 113.7 124.5 124.5 60-1/4 102.5 112.1 112.1 112.1 78.0 104.0 112.1 81.9 102.4 112.1 112.1 24-1/4 140.0 140.0 140.0 140.0 121.6 140.0 140.0 140.0 140.0 140.0 - 30-1/4 128.1 140.0 140.0 140.0 97.5 140.0 140.0 115.1 140.0 140.0 - 36-1/4 140.0 140.0 140.0 140.0 122.0 140.0 140.0 128.1 140.0 140.0 140.0 42-1/4 102 137.5 140.0 140.0 140.0 104.7 139.6 140.0 109.9 137.4 140.0 140.0 48-1/4 120.4 140.0 140.0 140.0 91.7 122.2 140.0 96.3 120.3 140.0 140.0 54-1/4 107.1 124.5 124.5 124.5 81.5 108.7 124.5 85.6 107.0 124.5 124.5 60-1/4 96.4 105,0 105.0 105.0 73.4 97.9 105.0 77.1 90.0 105.0 105.0 24-1/4 140.0 140.0 140.0 140.0 114.8 140,0 140.0 135.7 140.0 140.0 - J 30-1/4 120.9 140,0- 140.0 140.0 92.1 138.1 140.0 108.7 140.0 140.0 - 36-1 4 140.0 140.0 140.0 140.0 115.2 140.0 140.0 121.0 140.0 140.0 140.0 w 42-1/4 108 129.9 140.0 140.0 140,0 98.9 131.8 140.0 103.8 129.8- --140.0- -140.-0---U- 48-1/4 113.7 140.0 133.3 140,0 86.6 115.4 140.0 90.9 113.6 136.4 140.0 a 54-1/4 161.2 105.0 105.0 105.0 77.0 102.7 105.0 80.9 90.0 105.0 105.0 60-1/4 1 91.1 105.0 105.0 105.0 69.3 92.5 105.0 72.8 90.0 105.0 105.0 �? TYPICAL ANCHORS TYPICAL ANCHORS PROPERLY SECURED IN CLUSTERS IN CLUSTERS 1X OR 2X CUSTOM AT MTG. STILE AT MTD.. STILE 8-3/8" MIN. WIDTH -EDGE DIST. 1 & INTERLOCK ENDS & INTERLOCK ENDS WOOD BUCKS as ° S E HE_DTS 5 & 6 SEE SHEETS S -& 6 FO - NTITIES FOR QUANTITIES WOOD .-EDGE IST.:. STRUCTURE ^4 q MG 3° TYP. 1 _� LJ —Fr —�L ANCHORS TYPES B AND E c� DIRECTLY INTO 3 KSI CONC x mLu mx U) \ Q L O J ANCHORS TYPES A AND D ANCHORS TYPES A AND D INTO WOOD STRUCTURES TMRU. PROPERLY SECURED 1BY OR 2BY WOOD BUCKS INTO 3 KSI CONCRETE WOOD BUCKS AND METAL STRUCTURES NOT BY WINDOOR INC. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'— _1/4" DIA, ULTRACON BY 'EL CO' (Fu=177 KSI, Fy=155 KSI) TYPE 'AA'— 5f 16" DIA, ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO WOOD STRUCTURES INTO WOOD STRUCTURES WITH 2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) WITH 1-7/8" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY OR 2BY WOOD BUCKS INTO CONC. OR BLOCKS THRU 1BY OR 2BY WOOD BUCKS INTO CONC. OR BLOCKS W4 WITH 1-1/4" MIN, EMBED INTO CONCRETE (HEAD/JAMBS) WITH 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) WITH 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) WITH 1-3/4" MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS) TYPE 'B'-V 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) TYPE 'BB'— 5/16" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONC. OR BLOCKS DIRECTLY INTO CONC. OR BLOCKS 2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 2" MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS) 1-3/4" MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS) TYPE 'C'-� #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CR$) INTO MIAMI—DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM; 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) X (STEEL IN CbNTACT WITH ALUMINUM TO BE PLATED OR PAINTED) M TYPE 'D'— 1/4" DIA-.HILTI KWIK—CON II (Fu=138 KSI, Fy=137 KSI) INTO * Ob STRUCTURES WITH 2".:..YJN."P•ENETRATION INTO WOOD (HEAD/JAMBS) 1,.ml1 4ov nm nnv uinnn of inv� n,iTn nnkin nn mi nn[/� SEE SHEET 8 FOR ANCHORS PROPERLY SECURED 1BY OR 2BY WOOD BUCK SEE NOTE SHEET 1 0 EDGE DIST. x z •n G °• o. a 7y ° o J O 35 A 16 19 4 4 'j j: I I wl1jil II I� II II III (j Ijl Ij Ijl II A III I� III II ICI I� I[I I� ICI II III I� II II it Ij ql Ij III I� ICI Ij ICI I� �I I� •:I I: :I I� O w_ WLu � � •jl li •il li jl Ij O I�III I�II� I�II� _ � I I: I I: •I I: w Z iiii un un �I r •I r �I r• i •I i• �I i• •I I:i is Ia I: I:( is Ij II .II II II II 5 � SILL WITH RISER 13 APPROVED FOR WATER RESISTANCE - - -- -_---- - - -- - SEE SHEET 4 FOR CAPACITY- - - n�36 POURED & HARDENED fLfl rltSL� �3L5 HIGH STRENGTH GROUT c• 1 1/2" MAX. © O O LOAD BEARING SHIM PROPERLY a SECURED —--fir--- 1X OR 2X WOOD BUCKS a I _ _—- 20 3A :a .a ;o ih v a • D ' f .._.._.._.. ..__.._.._.. III L y W a 0 14 E XY c 16 D.L.O. 3 PANEL WIDTH REINFORCING AS REQD SEE SHEET 3 FOR CAPACITY MAX. DOOR FRAME WIDTH TYPICAL ANCHORS IN PAIRS SEE ELEV. TYPICAL ANCHORS FOR SPACING IN PAIRS 1/2" MAX. 1/2" MAX. SEE ELEV, LOAD BEARING O LOAD BEARING FOR SPACING SHIM SHIM 29 sel P � b . N v .o v- v} POCKET HOOK ANCHOR CAPACITY - PSF ANCHORS TYPE SUBSTRATE MIN. EMBED. MIN. EDGE DIST. 36-1/4" 42-1/4' 1/4" DIA. ULTRACONS BY 'ELCO' MASONRY 1-1/4" 1" 55.8 47.9 (Fu=177 KSI, Fy=155 KSI) CONCRETE 1-3/4" 1" 140.0 140.0 (GRADE 12 SMS 5 CRS) WOOD 1-3/4" 3/4" 140.0 140.0 ABOVE CHART IS f EDGE DIST. FOR 6" SPACING h SEE CHART ABOVE MAX. DOOR FRAME WIDTH / I '• 15 O � x z L 0 a a 0 7 z z 0- 0 Y U 0 a EXTERIOR POCKETED JAMB 8.418 �---3.000 Ib-�f-.715 I�-�f-.715 .100 180 , 1 I I 1 � .0E.930 1.137 1.8 .100 2.175 2.242L � 715 8.628 -- .080 TYR 12 01 FRAME HEAD JAMB/LOCK STILE INSUL. GLASS ADAPTER 8.466 2.242 062 .683 2.070 1.770 TYp, 890 .350 .715 Y.^ 1.,T12 1.140 628 1 ( .140 3.000 TY .935 2.272 2.732 9 _410�d I� 070 683 13 FIX. PANEL BASE TYP. ElY2.5 .110+7, 2.652T ,000 3A FF 1.053 1.112 TOP RAIL .935 0 INTERLOCK STILE 100 1.942 1.980 OA GLAZING BEADS 2.7so .241 a .070 14 STILE REINFORCING .OBO TYP. 1 .100 1. ---1 TMP 2.7074.610 3.197 F 070 O 5.750 11 �1 .930 5.314 .56 823 .692 1.12T 2 I .070 1,0000 16 TRACK INSERT f�--2-.242--�i �1 930- --- 200 -- 065 --- - - -- -- 1.500"---- ------- 2.382 O BOTTOM RAIL GLASS ADAPTERS O ASTRAGAL STILE ITEM # PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 CGI-572 1 FRAME HEAD 6063-T6 - 2 CGI-573 1 FRAME SILL 6063-T6 - 2A CGI-575 AS READ. TRACK INSERT 6063-T6 - 3 CGI-574 2 FRAME JAMB 6063-T6 - 3A CGI-576 AS READ. JAMB COVER 6063-T5 - 4 CGI-555 1/ PANEL TOP RAIL 6063-T6 - 5 CGI-556 1/ PANEL BOTTOM RAIL 6063-T6 - 6 CGI-557 2/ PANEL JAMB/LOCK STILE 6063-T6 - 7 CGI-558 AS READ. INTERLOCK 6063-T6 - 8 CGI-559 AS READ. ASTRAGAL STILE 6063-T6 - 9 CGI-553 AS REQD. SILL RISER (STANDARD) 6063-T5 - 9A CGI-553 AS REQD. SILL RISER (HI-RISE) 6063-T5 - 10 CGI-561 AS REQD. GLAZING BEAD (COLONIAL) 6063-T5 - 10A CGI-563 AS REQD. GLAZING BEAD (SQUARE) 6063-T5 - 11 CGI-562 AS REQD. GLASS ADAPTER (COLONIAL) 6063-T5 - 11A CGI-564 AS REQD. GLASS ADAPTER (SQUARE) 6063-T5 - 12 CGI-565 AS REQD. GLASS ADAPTER (INSUL. LAM. GLASS) 6063-T6 - 13 CGI-585 2/ FIX. PANEL FIX. PANEL BASE, 2" LONG 6063-T5 ATTACHED WITH #10 X 1" PH PH TEKS 14 CGI-560 AS REQD. STILE REINFORCING 6063-T6 LENGTH = DOOR HT. - 14" 15 CGI-577 AS REQD. POCKET DOOR HOOK 6063-T6 - 16 VARIES VARIES WOOL PILE WEATHERSTRIPPING WITH FIN PILE ULTRAFAB OR EQUAL .187 BASE X .290 TRI-FIN (USE .187 BASE-X .320 SINGLE CENTI 17 CGI-382V VARIES GLAZING BEAD BULB VINYL CUSTOM EXTRUDED DUROMETER 75t5, SHORE A 18 SILICONE VARIES STRUCTURAL SILICONE RUBBER GE 1200 OR DOW 995 19 CGI-584 1 ANTI-LIFT BLOCK GL REINF NYLON CUSTOM PART ABOVE INTERLOCK ATTACHED W/ 20 CGI-586 1 ADHESIVE BACKED PILE PAD (3.25"L X .44"W X .3"H) PILE ULTRAFAB OR EQUAL AT BOTTOM OF EACH INTERLOCK 21 TA-51 OR TA-84 2/ MOV. PANEL TANDEM S/S ROLLER S/S BUILDERS HRDW. OR EQUAL ATTACHED WITH #10 X 1" PH P 23 CH-200 1 M.S. COMMERCIAL HOOK BOLT LOCK (CH-200) S/S MECH. CUSTOM PART INCLUDES CGI-580 FACE PLATE 24 CH-107 1 BRASS THUMBTURN BRASS/ZINC CUSTOM PART 1 REQUIRED PER HOOK BOLT 25 CH-109 OPT. BRASS KEYED EXTERIOR CYLINDER BRASS/ZINC CUSTOM PART OPTIONAL PART 26 CGI-581 1 .850 X 3.875 S/S KEEPER S/S CUSTOM PART ATTACHED W/ (3) #10 X 1" TR 27 SCREW (FRAME) 12 #12 X 1 1/4" HEX HEAD S/S SMS S/S VARIOUS 3 SCREWS PER FRAME CORNER 28 SCREW (PANEL) 8 #10 X 1 1/4" PAN HEAD S/S SMS S/S VARIOUS 2 SCREWS PER PANEL CORNER 29 SCREW 2 #8 X 1 1/2" FLAT HEAD TEKS S/S S/S VARIOUS (2) PER FIXED PANEL AT MAXIM TOP & BOTTOM MOUNTED ON PI 30 SCREW VARIES #10 X 1 1/2" PAN HEAD TEKS S/S S/S VARIOUS AT 6" FROM ENDS AND 24" ON 31 CGI-599 VARIES RUBBER SEAL RUBBER/FOAM CUSTOM PART - --- 32 -- SIDELITE-JAMB-CLIP-1-/-SCREW -3'=LONG-CLIP-(AT"0'=CONFIGURATION) -- - ALUM CUSTOM PART CONSISTS OF 1/8 X 3 1/8 X : TO-3/4-X-1-1/2-X-1/8-THK-X- 33 HI-FLO WEEPER VARIES WEEP HOLE AND COVER NYLON PEP 1 WEEP AND COVER AT 9" FROI AT CENTER LINE OF INTERLOCK 34 - 2/ LITE SETTING BLOCKS EPDM - DUROMETER 85±5 SHORE A ,� G �, r �� � �. � � °' `,\ ``\ v> `,, �� � �c� \ ��\ '� ,\ �� �. ��, r., � �,.. �.,, �`' �' `. �, �.,` °� �. `� � � �� ,� .� ,� ,� MULLION LOAD CAPACITY - PSF VV1 UV2 HEAD ANCHORS ALUM TUBE PANEL WIDTH PANEL WIDTH AT MULLION ENDS' DIMS. 2 X 10 X 1/8" 2 X 10 X 1/8" FOR QUANTITY & CAF WIDTH (W) LENGTH (L) EXT.(+) INCHES INCHES INT.(-) 26-1/4 140.0 32-1/4 140.0 38-1/4 140.0 44-1/4 84 140.0 50-1/4 140.0 56-1/4 140.0 .J. 62-1/4 140.0 26-1/4 140.0 z - J 32-1/4 140.0 38-1/4 140.0 44-1/4 90 140.0 50-1/4 140.0 56-1/4 140.0 62-1/4 140.0 26-1/4 140.0 SILL ANCHORS ULLION ENDS 32-1/4 140.0 _�SEE AT MCHART ON SHEETS 5 THRU 6. 38-1/4 140.0 FOR QUANTITY & CAPACITY 44-1/4 ss 140.0 TYPICAL ELEVATIONS SIDE BY SIDE S.G. DOOR 50-1/4 140.0 SIDE BY SIDE APPLIES TO TWO OR MORE DOORS 55-1/4 140.0 52-1/4 140.0 W1 + W2 W1 = SGD PANEL WIDTH 26-1/4 140.0 WIDTH (W) = 2 + 2 W2 = SGD PANEL WIDTH 32-1/4 140.0 38-1/4 140.0 44-1/4 102 140.0 50-1/4 140.0 2 X 10 X 1/8" TYPICAL A 56-1/4 140.0 ALUM TUBE IN PAIRS (6063-T6) 62-1/4 140.0 AND 18 R1 26-1/4 140.0 32-1/4 140.0 38-1/4 140.0 44-1/4 108 140.0 50-1/4 140.0 56-1/4 140.0 62-1/4 140.0 26-1/4 140.0 - - - - 32-1/4 140.0 38-1/4 _ 140.0 44-1/4 114 140.0 50-1/4 140.0 56-1/4 14Q.0