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HomeMy WebLinkAboutNOA; SDG-9200 Aluminium Sliding Door (Steel reinforced)MIAMI. ADE MIAMI—DADE COUNTY, FLORIDA ® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315--2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA_) www.miamidade.gov/economy Lawson Industries, Inc. 8501 NW 901h Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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 "SDG-9200' Al °n.um Sliding Glass r tee renfarcedC)=,I� 1VI I:"�'=- APPROVAL DOCUMENT: Drawing No. L9200-1201.Rev C, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12 and last revised on NOV 21, 2017, signed and sealed by Thomas J. Soto, P. E., bearing the Miami -Dade County Product Control Section 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 1. See Design Pressure (DP) Vs door size, glass type, reinforcements, sill type and configuration in sheets 2 sheet 5 and sheet S. 2. See pocket installation detail in sheet 11 and notes #15 and #16 in sheet 1. 3. Applicable Egress requirements to be reviewed by AHJ. 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 building code negatively affecting the performance of this product. TERMEXATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA #14-0908.02 and consists of this page 1 and evidence pages E-1, E-2, E 3, E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No.17-1212.05 Expiration Date: February 13, 2023 Approval Date: January257, 2018 Page 1 FILE COPY Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-1204.12) 2. Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12, with the latest revision `B", dated 04115115, signed and sealed by Thomas J. Soto, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum SGD, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11- 3269, dated 05/16/11, HETI-11-3292, dated 10/20/11, HETI-11-3274, dated 10/20/11, HETI-11-3329, dated 01/16/12, HETI-12-4040, dated 10/12/12, HETI-12-4051, dated 06/13/12, HETI-12-4053 and IIETI-12-4064, dated 09/24/12, all signed and sealed by Rafael E. Droz-Sella, P. E. (Submitted under previous NOA No. 12 1204.12) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and 'installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI- 11-3270, dated 05116111, HETI-11 3275, dated 10/20/11, HETI-11 3307, dated 10/03/11, HETI-11-3314, dated 10/20/11, HETI-11-3330, dated 01/16/12, HETI-12- 4052, dated 07/10/12, HETI-12-4054 and HETI-12-4065, dated 09/24/12, all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No.12-1204.12) 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 an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12- 4041, dated 10/12/12, signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. I2-1204.12) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202--94 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11- 3291, dated 07/15/11 and HETI-11 3292, dated 10/20/11, both signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12 1204.12) Ishaq I. Chanda, P. E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 25, 2018 E-1 Lawson Industries, 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) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842-04 along with marked —up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-11- 3313, dated 10/20/11, signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under previous NOA No.12-1204.12) 6. 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, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1. TAS 202 94 and per ASTM F 842-04 along with marked —up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL- 3078, dated 01/10/02, signed and sealed by Luis Figueredo, P.E.; FTL-3525 and FTL9572, dated 09/09/02, both signed and sealed by Joseph C. Chan, P. E.; FTL-3424, dated 04/18/02, FTL-3425, dated 04/29/02, FTL--3426, dated 04/26/02, FTL-3492, dated 06/20/02, FTL-3493, dated 06/24/02 and FTL-3516, dated 07/12/02, all signed. and sealed by James G. Worth, P. E. (Submitted under previous NOA No. 02-1126.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacture, dated 04/28/15, signed and sealed by Thomas J. Soto, P. E. 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB GIass Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14--0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® Interlayer", expiring on 01/14/17. 3. Notice of Acceptance No. 144423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 11 Isha4 I. Chanda, P. E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 25, 2018 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. MATERIAL CERTIFICATIONS 4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer", expiring on 12/11/16. 5. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® Interlayer", expiring on 01/14/17. 6. 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 06/19/14, expiring on 12/11/18. 7. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04/14/18. 8. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 9. Technical data sheet of flexible vinyl compound FPVC 7267-75 (White) & FPVC 7200- 75 (Black), published by Team Plastics. Inc./ Bayshore Vinyl Compounds, Inc. G. STATEMENTS 1. Statement letter of conformance to and complying with FBC 51h Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letters of no financial interest, independence, conformance and complying with FBC-2010, issued by manufacture, dated 12/03/12, signed and sealed by Thomas J. Soto, P. E. (Submitted under previous NOA No.12-1204.12) 3. Laboratory compliance letters for Test Reports No.'s HETI-11 3269, dated 05116111, HETI-11-3270, dated 05116111, HETI-11 3271, dated 10/20/11, HETI-11-3272, dated 10/20/11, HETI-11-3274, dated 10/20/11, HETI-11 3275, dated 10/20/11, HETI-11- 3291, dated O'1115111, HETI11-3292, dated 10/20/11, HETI11 3307, dated 10/03/11, HETI-11 3313, dated 10/20/11, HETI-11-3314, dated 10/20/11, HETI-11-3329, dated 01/16/12, HETI-11-3330, dated 01/16/12, HETI-12-40401 dated 10/12/12, HETI--12- 4041, dated 10/12/12, HETI-12-4051, dated 06/13/12, HETI 12-4052, dated 07/10/12, HETI-12-4053, dated 09/24/12, HETI-12-4054, dated 09/24/12, HETI-12-4064, dated 09/24/12, and HETI-12-4065, dated 09/24/12, all issued by Hurricane Engineering & Testing, Inc., all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted underprevious NOA No.12-1204.12) Laboratory addendum letter for Test Reports No.'s HETI-11-3269, HETI-11-3270, HETI-11-3271, HETI-11-3272,HETI-11 3274, HETI-11-3275, RETI 11-3291, HETI 11-3292, HETI-11-3307, HETI-11-3313, HETI-11-3314, HETI-11-3329, HETIll 3330, HETI-12-4040, HETI12-4041, HETI-12-4051, HETI-12-4052, HETI-12-4053 , HETI-12-4054, HETI-12-4064 and HETI-12-4065, dated 01/15/13, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz- Seda, P. E. Isliaq 1. Chanda, P. E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 25, 2018 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory addendum letter for Test Reports No.'s HETI-11-3269, HETI-11-3270, HETT-11 3271, HETI-11-3272,HETI-11-3274, HETI-113275, HETI-11-3291, HETI-11-3292, HETI-11 3307, HETI-11-3313, HETI-11-3314, II ETI--11 3329, HETI-11-3330, HETI-12-4040, HETI-12-4041, HETI-12-4051, HETI-12---4052, HETI-12--4053 , HETI-124054, HETI-12-4064 and HETI-12-4065, dated 01/15/13, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz- Seda, P. E. (Submitted under previous NOA No.12-1204.12) 5. Proposal issued by Product Control, dated 03/30/12, signed by Jaime D. Gascon, P. E. 6. (Submitted under previous NOA No. 12-1204.12) 7. Proposal issued by Product Control, dated ON13/08, signed by Ishaq Chanda, P. E. (Submitted under previous NOA No.11-0518.03) 8. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3078, dated 01/10/02, signed and sealed by Luis Figueredo, P.E. (Submitted under previous NOA No. 02 1126.04) 9. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3525 and FTL-3572, dated 09/09102, both signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 02 1126.04) 10. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3424, dated 04/18/02, FTL-3425, dated 04/29/02, FTL-3426, dated 04/26/02, FTL 3492, dated 06/20/02, FTL-3493, dated 06/24/02 and FTL-3516, dated 07/12/02, all signed and sealed by James G. Worth, P. E. (Submitted under previous NOA No. 02-1126.04) G. OTHERS 1. Notice of Acceptance No. 12-1204.12, issued to Lawson Industries, Inc. for their Series "SGD-9200 Aluminum Sliding Glass Door - L.M.I.", approved on 01/31/13 and expiring on 02/13/18. I. New Evidence submitted. A. DRAWINGS 1. Drawing No. L9200-1201 Rev C, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12 and last revised on NOV 21, 2017, signed and sealed by Thomas J. Soto, P. E. Note: This revision consist of editorial changes of FBC 2017 (6 h Edition) code compliance. B. Test 1. None. Ishaq It Chanda, P. E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 25, 2018 E-4 Lgwson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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. 14-0916.11 issued to Kuraray America, Inc.(Former E.I. DuPont DeNemours) for the "Sentry Glass ® clear & white interlayer", expiring on 07/04/18. 2. Notice of Acceptance No.16-1117.01 issued to Kuraray America., Inc. for their "Trosifol Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. 3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (61h Edition) and "No financial interest" dated 11/17/17, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E. G. OTHER 1. This NOA revises & renews#14-0908.02, expiring 02/13/23. Ishaq L Chanda, P. E. Product Control Examiner NOA No. ] 7-1212.05 Expiration Date: February 13, 2023 Approval Date: January 25, 2018 E-5 SEE I NOTE p 1 s I 0 4 � I ly =1 IJ 1 ! 1 G• Xr LP or RP-1X 1D/2T - RP RIGHT POCKET SHOWN (LEFT POCKET OPPOSITE) SEE BELOW NOTE I5. P� 4 1 � 1 Y 0 O T- 4 1 � i 1 2D/2T - XX or XX-LP or RP-XX or LP-XX-RP -2D 2D/2T - RP / 2T RIGHT POCKET SHOWN (LEFT POCKET OPPOSITE) 2D/2T - LP/RP F r 3D/3T XXX or o LP-XXX or RP-XXX 3 3D/3T - LP RIGHT POCKET SHOWN (LEFT POCKET OPPOSITE) SEE BELOW y y/- NOTE I5. s d] u r 0 / L � o.. ttl 7 SEE BELOW NOTE IS.� 9 I O i I '7 I sl /T l KI I I 4D/3T - XXXX or 4D/2T LP-XXXX or RP-XXXX or LP-XXXX-RP 4D/3T 4D/2T 4D/2T - LP/RP '1 4D/3T - LP LEFT POCKET SHOWN (RIGHT POCKET OPPOSITE) NOTES 1) REFER TO SHEETS 8 OF 14 FOR GLAZING OPTIONS AND OP CHARTS. 40/2T - LP 2) REFER TO SHEETS 9, 10 & 11 OF 14 LEFT POCKET SHOWN FOR TYPICAL CROSS-SECTION DETAILS. (RIGHT POCKET OPPOSITE) 3) REFER TO SHEETS 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) PANEL STACK CONFIGURATIONS ARE REVERSIBLE. 5) FOR POCKET WALLS SEE GENERAL NOTES I15 & 16. - I /2T - XO 2D/2T - ox 2 DOOR NOTES: 1) REFER TO SHEETS 2 OF 14 FOR FOR GLAZING OPTIONS AND DP CHARTS, 2) REFER TO SHEETS 3 & 4 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 3) REFER TO SHEETS 3 OF 14 FOR TYPICAL ANCHORS AND NOTES. aF .? 4 a= Ak :yy I o- b 3 & 4 DOOR NOTES: 1) REFER TO SHEETS 5 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEETS 6 & 7 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 3) REFER TO SHEETS 6 OF 14 FOR TYPICAL ANCHORS AND NOTES. SERIES:' SGD-9200 IMPACT SLIDING GLASS DOOR General Notes: 1.) THIS DOOR SYSTEM IS DESIGNED AND TESTED TO COMPLY W/ THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017 6th Edition) INCLUDING THE HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300-04. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL DOOR SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.) AND AS TABULATED ON SHEETS 2. 5. & 8 of 14. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER A SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, 6.) DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE H.S. LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETS 12, S. & 8). 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3. 4, 6, 7, 9, 10, & It OF 14. B.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND TO BE APPLIED W/ SILICONE. 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS). PRIOR TO DOOR INSTALLATION. WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CHAPTER 24. 10.) APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS WITH FIXED PANELS, ALL MOVING PANELS, INCLUDING WITH OR WITHOUT (LH-RH) POCKETS. 11.) MULLING DOORS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED PRODUCTS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE DOORS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 12.) FOR METAL ATTACHMENT DETAILS & NOTES SEE SHEETS 13. 4. 6. 7, 9, 10. & 11 OF 14. 13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET THE FLORIDA BUILDING CODE. 14.j POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET 8 OF 14. REFER TO SHEET 11 OF 14 FOR ADDITIONAL DETAILS. 15.) POCKET WALLS ARE NOT PART OF THIS APPROVAL 16.) POCKET WAILS SHALL, BE UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY THE ENGINEER OF RECORD (EOR). LAMINATED GLASS LARGE MISSILE IMPACT DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. Ni� PftsvcrRLVNM o z N C, Vy 1s o R>d l�7Yiea�'�iQ �►1YeNheNLS Hmm/•' '�� N : .... .; � AOM&SctN• I :lzjzz)S z" �m3 t,- 4��•• o 25 Ee•L41e LI 6iaYls.,�notucc CgonsC i r�9 '<•••>•••• DESIGN LOAD CAPACITY - PSF (STD. 2 1/4" SILL) NOMINAL DOOR SZES GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' WIDTH HEIGHT Fr./IN. Fr./IN. EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT, (+) INT, (-) 5/0 (NO STEEL) 6/8 56.7 95.0 56.7 65.0 56.7 85.0 56.7 75.0 6/0 (NO STEEL) 6/8 56.7 95.0 56.7 65.0 56.7 85.0 56.7 75.0 8/0 (WITH STEEL) 6/8 56.7 85.0 56.7 10.0 56.7 78.8 56.7 68.8 8/0 (WITH STEEL) 8/0 1 56.7 65.0 56.7 65.0 X X X X DESIGN LOAD CAPACITY - PSF (WITH 3" SILL RISER) NOMINAL DOOR SZES GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'I)' WIDTH HEIGHT FT./W. FT./IN. EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 5/0 (NO STEEL) 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 6/0 (NO STEEL) 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 8/0 (WITH STEEL) 6/8 76.7 85.0 70.0 70.0 76.7 78.8 68.8 68.8 8/0 (WITH STEEL) 8/0 65.0 65.0 65.0 65.0 X X X X 98 3/8" MAX. 13 1/4" MAX. CLUSTER OF I AN SPACING LIMITATION: YPC-IT STILE ENDS AncAors not to exceed �HEZD,/��ILL 10 L/2' O.C. at Doors smaller than 60' in wi th.A 6" ( I", 1 7/16- LAM. GLASS i D I /j �O_ p I 0 10 O t Z M J p rn o rn a rn STEEL REINFORCING AS REGO. SEE CHART AT LEFT NOTES: X I O 1) REFER TO SHEETS 3 & 4 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 44 3/4" MAX. 2) REFER TO SHEETS 3 OF 14 D.L. OPG. FOR TYPICAL ANCHORS AND NOTES. 50" MAX. 50" MAX. PANEL WIDTH MAX. D.L.O: LAMINATED =GLASS PANEL WIDTH 6/0 X 6/8 = 32-3/4" X 74-3/4" LARGE MISS2 DOOR - TWO TRACK XO OX 8/0 X 6/8 = 44-3/4" X 74-3/4 "XO" TYPICAL ELEVATION APPROVED CONFIGURATIONS 8/0 X 8/0 = 44-3/4" X 90-3/4" DOORS GLAZED WITH LAMINATED GLASS RATED FOR TESTED UNIT (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) (LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. _.._8ULS VINYL 77 --BULB VINYL 17 -BULB VINYL 17 �-8UL8 \^.NYL 17 :.3/16' HEAT STREN'D CLASS -3/16- HEAT STREN'D CLASS i 3/16- HEAT STREWD CUSS 3/16" HEAT STREWD GLASS 090 INTERLAYER .090 PVB INTER LAYER .090 SAFLEX HP .090 PVB SAFLEX O. 1f SentryGloss by: a-Trosifol PVB by. a t-Clear or Color Glass lntedayer n_ .Clear or Color Glass Interloyer Iw Kuraroy Am:rica. Inc. w Kuraray America, Inc. by: Eastman Chemical Co. w by. Eastman Chemical Co. Z m -3/16' HEAT STREN'D GLASS Z m -3/16' HEAT STREWD GLASS Z m I i J/i6' HEAT STREN'D GLASS m -3/I6- HEAT STREN'D GLASS SILICONE En g 1n �, '. I SLICONE N ( 1 SILICONE 54iCONE SCHNEE-MOREHEAD 5731 1` i t SCHNEE-MOREHEAD 5731 to I, I SCHNEE-MOREHEAD 5731 _ ¢ SCHNEE-MOREHEAD 5731 00 �DOW CORNING 899 �p DOW CORNING 899 aD t! i r-DOW CORNING 599 a0 ' OOW. CORNING 859 Ca TREMCO SPECTRUM 2 C7 TREMCO SPECTRUM 2 U TREMCO SPECTRUM 2 p 1TREMCO SPECTRUM 2 R{LOQD£F H1iY 111 aLt I` 40 I `i. 40 LsaQ+.wd4ffiCFwi� IL I I A9.V.0ce N* � 6gdafdLr ptc � o 0 w mil W GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'CGLASS TYPE 'D' GLAZING DETAILS MAX. TYP. O n e y h< m V F a V O Q 1EAD/SILL CORNERS c OLD G m 350 Z Q J h Z} h o= g in F a q lI N m�a $ t5 zl o 1co C7 aI j a g a a m A F °°T M�a N �zg <Q ` �zz ® z tr U o # � Q o 5 C, rn C°I� > g �z CO aCa -� 11 TYPICAL ANCHORS M PARS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS I" Min.h1EEFOR SPACING IBY Edge Dist.GO BUCK1 3 4`9/1& 2"e'M(N., tan. Ouem.) 3/<"" • n MINT TYP. - <wn. EueED. ' .. ew c\ 1 X Il _ I t5 \N 1.. Min. OIB A Edge Dist. T EE 4 TES FOR SPACING) 10 f 17 III IE� (,N. EMMBED.) !!! 7/16--LAMINATED GLASS tl 1 29 1 NOTES: 1) REFER TO SHEET 2 OF 14 a 0 FOR GLAZING OPTIONS AND DP CHARTS. m IIlfl, 'I. 2) REFER TO SHEET 4 OF 14 ��,; FOR HORIZONTAL CROSS—SECTION DETAILS. = EL O "' {, { ! )( 3) REFER TO SHEET 2 OF 14 FOR MAX. ANCHOR SPACINGS. = J ¢a x W I ,I{sl� ' IC{lggi a 1 61 III V) 1;� ! Ix ER o N LU n = or 1/8' N iN ), I SILL RISER W 5 AOHEREO TO SILL �w L11XI SILICONE LENGTH FULL OF UNIT L 1. 21 • O 22 14 19 � J e d W X 2 = M !n L 2' MIf1!' 0l/4• (MCI. Eue'_a) 39 o TYP. TAPCON or APPROVED EQUAL BY FOR W/ 1 3/4' MIN. EMBED. INTO 3.2 Ksl Ca 2 6- FROM CORNERS A SEE ELEVATION AT SHEET Non-Stlenk. Non-Metollic 2 OF14 FOR MAX. SPACING. Grout o1 Mirtmum 5 Ksi TYPICAL ANCHORS IN PAIRS SEE ELEV. FUR SPACING TYPICAL ANCHORS IN PAIRS D' STRUCTURE SEE ELEV. FOR SPACING >i U) J R<N, 1hyeM \ RML UCTURE ATTACHMENT DEFA NOTE: 3/4" Min. 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. Ed 2 METAL STRUCTURES: ICAL ANCHORS IN PAIRS goISt. ' A) STEEL Fy = 36 K51 NIN. ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS (STEFy 12 GA MIN. THICK - 0.105-) SEE ELEV. FOR SPACING B) ALUMINUM : 6063-T5 MIN. / (ALUM. 0.078- MIN. THICK) 22BY Wood Buck Substrate or Wood Stru ture w/ (SG) UMVI-DARE COUNTY Specific G,'ty= .55 m,n. (Ty..) APPR'D ,NULUON SEE SEPARATE NOA ] Pitch BryorH wta rnwresa x W \ to 3/4" Min. Edge Dist. LI OOD BUCKSAND METAL STRUCTURES NOT BY IAWSON INO. USTSUPPORTLOADSIMPOSED BY GLAZING SYSTEM AND RANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING ANCHOR TYPE CHART IN CONC. or MASONRY (min. ANCHOR OPTIONS HEAD-SHJ. JAMB EmbedmenI Edge Di,L Coaarete ELCO ULTRACON 1/n" 1/4' 1 3/4" 1' 2.55 Ksi BUILDEX 1/4' - 1 3/4- 4" ],1.2 3.2 Ks: BUILDEX - 3/16- 1 3/4" 3' Ks: ANCHOR TYPE CHART IN 2X WOOD BUCK (min. ANCHOR OPTIONS HEAD -SILL JAMB EmbedmeA Edge DIeL 2. Food ELCO ULTRACON 1/4 1/4- 1 1/4" 1" .55 SG BUILDEX 1/4• 1/4" 1 1/a- 1• .55 SC S.M.S. (Into 2X) 812 112 1 1/4• 1- 1.55 SG FRO DUCF REVIwq O �+ w) m «7 trl y O Z yoe 3oa mo n O o C) Ll L) Z} y U] H � z i A p 06 m ja F J U 110 F��l� U, ® V j Z U � � a o co � .a � jO W O U C,2 E I Z A N Tn 1 j A_ DRILLFI; X F DRI ING SCR INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) xd a! s ai t.•g�1t7:RJp (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 02 SM . e,..., INTO APPROVED MULLIONS (NO SHIM SPACE) z N v°.i.•• TYPICAL D • DISTANCE Fis on ti �,':y In � n. CO (1/4') INTO CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON) '' 4 i7 (1/4") INTO CONCRETE AND MASONRY = 4" MIN. (1TW BUILOEX) 'Z , W ' (3/16-) INTO CONCRETE AND MASONRY = 3- MIN. (ITW BUILDER) q� ; INTO WOOD STRUCTURE = 1' MIN. w •+'•;°;, INTO METAL STRUCTURE = 3/4" MIN. SEALANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL J'1g+'J15p; asa a; SEALED WITH WHITE/ALUMINUM COLORED SEALANT. v■ TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1/4' MAX. I SHIM — Sl (W-L EMBED.) TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING /4" MAX. F@ CN1� Fo-. I 29Y WOOQ( BUCK OR /!& WOOD sra TLtRi TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1/4" MAX. METAL STRUCTURE ATTACHMENT DETAIL NOTE: 1. ALL STEEL IN CONTACT WITH 1 ALUM. TO BE PAINTED OR PLATED. 2 A? ESLTRUF STRUCTURES: y - 36 KSI MIN. (STEEL 12 GA MIN. THICK = 0. 105') B) ALUMINUM : 6063-T5 MIN. (ALUM. 0.078" MIN. THICK) O _t 1/4" I V — - - - .- -I I-- -- - - - (vrN: ENDED) NOT REDO. ON 25 06/0 K 6/8 SIZES SEE CHART ON SHEET 2 OF 14 EXTERIOR 2D/2T — XO (Shown) DOOR WIDTH 2D/2T — OX (Reversed) NOTES: 1) REFER TO SHEET 2 OF 14 FOR GLAZING OPTIONS AND DP CHARTS, 2) REFER TO SHEET 3 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 3 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 2 OF 14 FOR MAX. ANCHOR SPACINGS. 1/4" SHIM T. BUCK ANCHORS IN PAIRS V. FOR SPACING (12iODOCf REYksm tbmop�AK rril4t4 Asoegtaetew 17-121Z•65' gpdtAtlM Otte � 13Y` ara 4LtW b o z m F Noe O ¢ � a O c moo 2 L� z > to t� U] o � oaF soz W�a 6 z LV i Z 0 z A N 0 cm a V c r e U! m o F a o F tV z O 0ocv z b Al i OXO APPROVED CONFIGURATIONS (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) BULB VINYL 17 3/16" HEAT STREN'D GLASS .090 PV8 INTERLAYER O: TrosiTal by. w Kuraray Amer'ca Inc. 1- m 3/16" HEAT STREWD GLASS Z SIUCONE g SCHNEE-MOREHEAD 5731 Off! DOW CORNING 899 TRENCO SPECTRUM 2 klj'! I! i' SI 40 GLASS TYPE 'B' 196 1/4" MAX. 13" MAX- TYP. DOOR WIDTH CLUSTER OF AT HEAD SILL a ANCHORS AT SALE ENDS _ 6" MAX' TYP. A2 - \r,� 6"\`HEAD/SILL CORNERS I I I 1 I 1 I 1 irryyy � j 1 1 a u Cf d II I u G7/16" OVERALL LAM. GLASS E IS �. = d. O C2 II II 5 \ z n u m rna 0, Il N I It I II o i I 30 63 a STEEL REINFORCING AS REOD. 62 O II I X e u it o X I p I I I I 1 1 1 I I 44 3/4" MAX. N07E5: 50" MAX. D.L. OPG. 1) REFER TO SHEETS 6 & 7 OF 14 PANEL WIDTH 50" MAX, 2) REFER FOR TO SHEETS 6 OFICAL C'ION DETAILS. PANEL WIDTH FOR TYPICAL ANCHORS AND NOTES. 4 DOOR - TWO TRACK "OXXO" TYPICAL ELEVATION LAMINATED GLASS TESTED UNIT LARGE MISSILE IMPACT COORS GEED WITH LAMINATED GLASS RATED FOR DESIGN LOAD CAPACITY - PSF LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. GLA Bus VINn 17 3/16" HEAT STREN'D GLASS 090 INTERIAYER 1 d SentryGlass by: Kuroray Arne ica Inc. Z Im 3/16" HEAT STREWD CLASS ti s1ucONE SCHNEE-MOREHEAD 5731 DOE CORNING RUM ., TRENCO SPECTRUM 2 10 l:l ao ten^ GLASS TYPE 'A' GLAZING DETAILS f SS TYPES A OR B PANEL WIDTH NOMINAL FT. IN. / DOOR HEIGHT Fr- IN. STANDARD SILL 2-1/4" RISER 3" RISER EXT. + )-) INT. EXT. + ) INT. �') EXT. + )-) INT. 2/6 3/0 3 6 / 4 0 / 4/6 4/11 6/8 40.7 60.0 56.7 60.0 60:0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 2/6 3/0 3/1 I" 4/0 , 8/0 40.7 60.0 96,7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.4 1 56 7 S6.7 I 60 0 60.0 .' 60.0 60.0 40.7 60.0 60.0 60.0 E a a 0 m e a - O z O o moo Z Q Z d w 5 - z' 3 o ago a a z of Cn in < C7 i ` A w �_ MmQ a a F -3 V C 0 z ' F :D C 2 ®~ Ezra - Q o _ .i C � i N O a O x¢' U 0 1'R000ii'➢Eii� to mmplTfzglciil t6CF bwtog C.& Aacc@tnoie N� s� a 3 a -V z � � as € ®ptr6Wa Qate Nwn. PANEL MAX. D,L.O.: 3/0 X 6/8 = 32-3/4" X 74-3/4" 4/0 X 5/8 = 44-3/4" X 74-3/4" / 6° r I 4/11 X 6/8=55-3/4" X 74-3/4" 3/0 X 8/0 = 32-3/4" X 90-3/4" ��at6ea30 4/0 X 8/0 = 44-3/4" X 90-3/4" 1 ]/4' MIN, Non -Shrink• Noon-Metollif Grout oL Minimum 5 Ks TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1BY WOOD BUCK • G T (MIN. EN TYPICAL ANCHORS IN PAIRS 1•• Min r\SEE ELEV. FOR SPACING -7/16'-LAMINATED CLASS II NOTES: 1) REFER TO SHEET 5 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 7 OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 5 OF 14 — FOR MAX. ANCHOR SPACINGS. 5 OF 14 FOR MAX. SPACING. TYPICAL ANCHORS IN PARS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING ANCHORS IN PAIRS Y. FOR SPACING Ji Wooa Buek substrate or stra care if'S G vity= .55 n. (TyP,) U X m O / d S (I M � M � � RtcF hyCna Yyte1 TKdncs \ N < Ol O � O � � OfO N METAL STRUCTURE ATTACHMENT DETAIL Z Z f NOTE: 5/4" Min. 1. AU, STEEL IN CONTACT WITH ALUM TO BE PAINTED OR PLATED. 2 Age Dist. 2. METAL STRUCTURES: A) STEEL : Fy = 36 KSI MIN. TYPICAL ANCHORS IN PAIRS (STEEL 12 GA. MIN. THICK - 0,105") SEE ELEV. FOR SPACING B) ALUMINUM 6063-T5 MIN, (ALUM, 0.078- MIN, THICK) MWIO-DARE COUNTY ' APPR•0 MULLION SEE SEPARATE NOA ] GrtU hrvd wt atk.,zsz ® • ' f s 3 4•• Min. _ i n :dge Dist. � p L STRUCTURES NOT BY LAWSON IND. 1 - MPOSED BY GLAZING SYSTEM AND BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV_ AT SHEET 8 FOR SPACING ANCHOR TYPE CHART IN CONIC. or MASONRY min.) ANCHOR OPTIONS HEAD -SILL JAMB EmDedmen Edge Dial Concrete ELCO ULTRACON 1/4` 1/4' 1 3/4` 1" 2.85 Ks BUILDEX f/a` 1 3/4" 4" 3.2 Kai 13.2 BUILDEX - 3/76" 1 3%4" 3" Ks-' ANCHOR TYPE CHART IN 2X WOOD BUCK (min. CHOR OPTIONS HEAD-SIIJ, JAMB Embedmen Edge D14L 21f Nood ELCO ULTRACON 1/4` 1/4' 1 1/4" 1" .55 SG BUILDEX 1/4" 7/4" 1 1/4" S.M.S. (Into 2X) #12 #12 1 1/4` 1` 1.55 SG 174"" ORILLREX SELF DRI 1 ING SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-TS MIN.) l (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I`#10 SM m INTO APPROVED MULLIONS (NO SHIM SPACE) yzn TYPICAL EDGE DISTANCE ow% (1/4•) INTO CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON) c' 1" WEEP NOTCH (1/4) INTO CONCRETE AND MASONRY - 4" MIN. (ITW BUILDEX) -ti AT EACH END (3/16") INTO CONCRETE AND MASONRY = 3` MIN. (ITW BUILDEX)y6 ANCHORS INTO WOOD STRUCTURE - I" MIN. PER CLIP INTO METAL STRUCTURE = 3/4` MIN. t'•� SEALANTS FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. 1/4- I_ I 1/d ANCHORS IN PARS V. FOR SPACING 1/4" SHIM CJ O NOTES: 1) REFER TO SHEET 5 OF 14 FOR GLAZING OPTIONS AND OP CHARTS. 2) REFER TO SHEET 6 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 6 OF 14 FOR TYPICAL ANCHORS AND NOTES- , 4) REFER TO SHEET 5 OF 14 FOR MAX. ANCHOR SPACINGS. f �R 0 (D 30 -• - J SCREENS OPTIONAL-- �- - , - - - U EXTERIOR 4D//2T — OXXO I f SCREENI 6PTioNAL TYPICAL O ANCHORS, IN PARS Li' SEE ELEV. FOR SPACING EXTERIOR 3D/2T — OXO O ] 3/4' MIN. EMBED. C E 4 1/4" SHIM m v o MAX. y o o 0 z 0 0 o ca m 23 Z w o J Z o y U) N o o C a c1l x 3 CS a Z z I o C1 N N • -4 o ul 5 3 0 Q ® r O C, w 16r WOOD BUCK ,y oa n d Z¢ • a o 0 0 m e 1 /4" SHIM WOOD BUCK MAX. 0- pa"u"REVmw q m AusFtiaaN! IZI7.O� e o ' i ° - c N N a 23 g9}frayr lyi�7 l.za $1 6b_ o s' o d _ a✓r3c� NE► '6ieS1' mitlgCaetNf `Z s� � z -Il v v d it c. m ci 6 z • YgL1;F;5?d€;t. Ao m by ��o LY I m m d L! D: I (MIN. EMBED.) o W 3 »� ) `G: • �0 1 ''L� E. a �' �a 4•°•• I 9994 -ri 6 . 189 3/4 TEST DOOR WIDTH w/ SINGLE POCKET m F ri & NON -POCKET MAX. WIDTH 191 1/4" F 11 o i%" !1 OF .�� dt< o L m Q rc i. �+ d 7 3. . 0 p v 0a I •: M co .] 1 G= Kr POCKET WALL o '�° V+ 0 n o 1 r SEE NOTE B3. o f` dS r � 2 A X-RP or LP-X (NP) 3 M Q� o co y v F ; ooz 14 a o m a 0 U o 1 O 'ice ii U` X Z N a5 oz U U] o a z r > � v I XX or XX-RP or LP-XX or RP-XX-LP r-- ne9 t w ? _ a Z z ® Q, �+ 1 U -'� r % a� .G H a�6 2 1 J 6,i POCKET WA.L 0 j �i SEE NOTE #3 L.,, C] $$ 1 I (TYP.) J) C Z r � XXX or RP-XXX or LP-XXX I W 8 2 A > f 0. z o s i a 4 F ,Li 0- PANEL WIDTH PANEL WIDTH 2) REFER TO SHEETS 9 OF 14 i a FOR TYPICAL ANCHORS AND NOTES. u L 1 4 DOOR - THREE T RACK 3) FOR POCKET WALLS SEE GENERAL NOTES o n PANEL MAX. D.L.O.: #75 & 16 AT SHEET 1 OF 14. « o n m m o a� 3/0 X 6/8 = 31-1/2" X 74-1/4" ='XXXX' TYPICAL ELEVATION _ s ^ 6�-' TESTED UNIT as' XXXX or RP-XXXX or LP-XXXX or RP-XXXX-LP 4/0 X 6/8 = 43-1/2" X 74-1/4' N S = 3/0 X 8/0 = 31 -1 /2" X 90-1 /4" DOORS GLAZED WITH LAMINATED GLASS RATED FOR " o E) 3 ; o APPROVED CONFIGURATIONS 4/0 X 8/0 = 43-1/2" X 90-1/4" LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. o v o r o cQ y N N WITH 8c WITHOUT POCKETS LAMINATED GLASS - oI E E w oai (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) BULB VINYL 17 auLe VINYL L7 LARGE MISSILE IMPACT -� 3/16" HEAT STREN'O GLASS i n S .030 PVB Interlayer 3/16" HEAT STREND GLASS •� ._ - 4* Sollex CP-Safex & Saflex HP .090 PV8 IN7ERLAYER L� a ¢ 3 s lry: Eastman Chemlcol Co. Trosifol PVB or Q¢ g ai y{a e a. or a (•) SentryGlass by: L`T irosifol PVB w r- b1' t_ Xvraroy America Inc. Kumray America Inc m rmau4rid vam , z 3/16" HEAT STREN'O CLASS z NE 3/16" HEAT STREN'0 GLASS nsc®aFlyisRraHh N N Am1• 7-1212.E s° •• ev-� a SIUGCNE SILICONE 1 S r OOZY CORNING 899 - g DOW CORNING 899 m Lam° fy?°, � �U [hte l 40ViW63Ld mmh -=J3 ��� N 1 ' L GLASS TYPE 'A' GLASS TYP 1H� E.am �N• °•°"*•° GLAZING DETAILS (•) 2dr 3dr DOORS MEET +76.7 & -78.0 DP w �°y m¢ / / 'Dupont 0.090" SGP Laminate HaE3 o- 73 1/4" MAX. TYP. CLUSTER a aNc�iloes 6" MAX. TYP. POCKET AT HEAD/SILL p-------� AT STILE ENDS DP CAPACITY - PSF (2 I/4" SILL) DP CAPACITY - PSF (3" SILL) NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'B' --- GLASS TYPE 'A' - GLASS TYPE 'B' WIDTH HEIGHT �./W. Fi./W. W. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (+) - INi. (-} 8/0 {2DR) 8/0 56.7 68.0 56.7 68.0 68.0 68.0 68.0 68.0 (Y1/ 1 STEEL) 8/0 (2DR) 8/0 56.7 E8.0 5fi.7 68.0 68.0 68.0 (W/ 2 STEEL)12/0 (•)68.0 (3DR)8/0 (W/ I STEEL)12/0 56.7 68.0 56.7 68.068,0 L68.0 (3DR) (W/ 2 STEEL) 8/056.7 68.0 56.7 68.0 68.0 68.0(•)68.0 16/0 (4DR) (W/ 1 STEEL) 8/0 53.3 60.0 53.3 60.0 60.0 fi0.0 60.0 60.0 16/0 (4DR) (W/ 2 STEEL) 8/0 53.3 68.0 53.3 68.0 68.9 68.0 68.0 58.0 1" Min. 1/4" TAPCDN or APPROVED EDUAL BY FOR Edge Dist. V/ 1 3/4' MIN. EBBED. INTO 32 K51 Conc. E 6' FROM CORNERS 6 SEE ELEVATION AT SHEET 8 OF 14 FOR MAX. SPACING. 39 t 3 d (MM, k7tBFD.) d 1 4" MAX. r GAP BY P.T. 20D BUCK (MIN. EMBED.) GLASS I TYPICAL ANCHORS IN PAIRS SEE ELFV. FOR SPACING G a a d a 1 T-1 i TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING \ 28Y Wood Buck Susirctre truc Wood Sture w/ (SG) Specific Sp. .55 (T;') NOTES: 1) REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEETS 10 & 11 OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. 3) REFER TO SHEET B OF 14 FOR MAX. ANCHOR SPACINGS. w G EE In U a J W W U In = In !n � �W JO N SILL ITH _ ADHERED WITH CLEAR SILICONE FULL LENGTH W OF AUNIT $ILL N I II CAULKING a `"a ,p'A 21y y20 •a..14. _ t 1/4. _ . • .'.; • ("nM. EMBED.3 -.1/a• 7apCON or APPROVED EQUAL BY FOR _TYPICAL ANCHCRS V/ 1 3/4' HIM EMBED. INTO 3.2 Ksi Cone a 61 2 PER CUP < A n ` 39 A FROM CORNERS B SEE ELEVATION AT SHEET 8 OF 14 FOR MAX. SPACING. TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1 :`a fn MIIn m i`�nw M � we Rs F J Z O p min MET r. c'IRUCTURE ATTACHM 0.•T DPT'AI c NOTE: I. ALL STEEL IN CONTACT WITH ALUN. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: ANCHORS M PAIRS A) STEEL : Fy = 36 KSI MIN. J. FOR SPACING (STEEL 12 M MIN. THICK = 0.105") B) ALUMINUM 6053-7$ HIN. n ' ' (ALUM. 0.078- MIN. THICK)MMI 11 , E DAUE APPR' APPR•D MULLION ON SEE SEPARATE NOA ® x 1 7 rtrn s.rdle trios rnx e•.zs � c WOOD BUCKS AND METAL STRUCTURE$ NOT BY lAYlSON IN0. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM PND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. AT SHEET B FOR SPACING ANCHOR TYPE CHART IN CONC. or MASONRY (min. ANCHOR OPTIONS HEAD -SILL JAMB EmbedmentEdge DisL Concrete Et -CO DLTRACDN 1/4" 1/4 1 3/4' 1' 2.85 Ksi BUILDEX 1/4' - 1 3/4" 4" 3.2 Ksi BUILOEX 3/16" 1 3/4• 3" 3.2 Ksi ANCHOR TYPE CHART IN 2X WOOD BUCK (min.) ANCROR OPTIONS HEAD -SILL JAMB Embedmen Edge Dist. Zx Wood ELCO ULTRACON 1/4- 1/4' 1 1/4" 1" .55 SG BUILDER 1/4' 1/4- 1 1/4" 1' .55 SG S.M.S. (Into 2X) ®12 )<72 1 1/4' 1' .55 SC I 1 _ I 1/4" DRILF X SELF DRI IV S REWS f I INTO METAL STRUCTURES Q I STEEL : 12 GA. MIN. (Fy = 36 KS? MIN.) ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.) ('TEELMIN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) INTO APPROVED MULLIONS (NO SHIM SPACE) ttPl A DICTAN (1/4') INTO CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON) (1/4") INTO CONCRETE AND MASONRY = 4- MIN. (ITW BUILDEX) (3/15") INTO CONCRETE AND MASONRY = 3" MIN. (ITW BVILDEX) INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. SEALANTS FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. K c c FRODUCf REVI'S c n:lb the / C � F ' O v z e a 0 O z a q a i ~O Cl? z O 1 0 A N IA W ' z ¢- I r a 6 x CD ¢ CD F CQ I � g Cn .. ....�,tf�6I i 1.:^J� Ira I .ZM cJ ? w �'' �,VO, ' •a I .adFa2gpE Sill E- O WOOD BUCKS NOT BY LAWSON IND. NUST SUSTAIN IMPOSED LOADS 1/4" GAP MAX. t CLEAR SILICONE ADHESIVE / 1• s p a Z BEDDING COMPOUND III •n �, h z e c 13 7/16'-KS, LAMINATED GLASS I v4 aI f: n � � O a 6 7 29 37 ii d N o 'O C) O vi o C °, - CLEAR SILIC13NZ ADHESIVE O o O al l7 BEDDING COMPOUND a 3� n Q fn U 33 } #12 X 2• FH/PHI.-S.HS. V/ 25 27 Z � h (/] m y • - 13 t 1/4' MIN. EMBED. INTO 2X I 7 P.T. WOGO BUCK CSEE SHEET #9 512E5 AS DSiED IN DPN ,� w = q _ FOR FASTENER NOTES AND CHART W/ PRESSURES m m m a al 28 I ELEVATION AT SHEET # R FOR SHOWN ON SHEET 8 OF 14 U I�I FOR FASTENER SPACING ) F O 16 2X\ L A oBD W 1 — 1 y'�•• Fi C 9n ttl IM ��g a 16 o a F .t L CREEN DOOR PANEL SCREEN DER PANEL 4 M)�`h v jS.TEEL OAR REOD. ON O S (DPTIDHAL) IOPTHINALf SIZES AS DS7E0 IN OP p .. CPA EXTERIOR EXTERIOR RT W/ PRESSURES V CAI p f;; :• -` SHOWN ON SHEET B OF 14f Q O o i GRADE _1IJa' •^',M! .� � � •• DOOR WIDTH C142 1/2') PERIMETER CAULKING 1-� `� 1 (Yik. Ll1(1E0.) (MIN, EWBED) 4 OF 14 F 3 D / 3 T — XXX NOTES: 1) FOR REFER TO' S 6 OPTONS AND DP CHARTS. 2) REFER TO SHEET 9 OF 14 i FOR VERTICAL CROSS-SECTION DETAILS. c1 3) REFER TO SHEET 9 OF 14 m m n WOOD BUCKS NOT BY LAWSON IND. FOR TYPICAL ANCHORS AND NOTES. NUST SUSTAIN IMPOSED LOADS T 4) REFER TO SHEET 8 OF 14 n w N 4 m m 7/16'-14.S_ LAMINATED GLASS tt I FOR MAX. ANCHOR SPACINGS. 29 1/4' GAP I 1 .y a I CLEAR SILICONE ADHESIVE MAX, a y BEDDING COMPOUND IiCQ QBV y o E s s c e` a v 0 _ 7 13 37 d a e A .ta._ 6 N� 17 ! 212-c6 av �. '" E o z z PwRMWoste 7�y�'L'3 a w W #12 X 2• F.H./PHI.-SN Z Z 11/4' MIN. EMBED. INTO (1 2X 2X �; �.�u��Y" 1 P.T. WOOD BUCK (SEE SHEET 69 yTg;�s (•�/ am 42 v v o 3 •'+ FDR FASTENER NOTES AND FOR ASTE AT SHEET # B FOR _ T.'2B 6 `IFOR FASTENER SPACING) d al ra ci` 2X7.P-T. p l 7 —_._ I6 — _ -- I p.. `eR��.., ate.• .•• /yf 1 I d .'.•c C _ 36 25 16 o= --- — —_ __ m : Ts.7 t4 LL: I -- ��• _ ed yin ~ •� t 3 C.SCREEN DOOR PANEL i gcci r� (OPTIONAL) ® EXTERIOR •1'./a• I� EXTERIOR GRADE --I DOOR WIDTH (96') PERIMETER CAULKING t I/a c L rj (NIN. I:IIBED.) (WN. ENBmJ 2D/2T — XX 0 i/4" MAX. SHIM 1/4• TAPCON Or APPROVED EQUAL BY FOR V/ 1 3/4' MIN. EMBED. INTO 3.2 Ks; C.n . 6' FROM CDRNERS 6 SEE ELEVATION AT SHEET 8 OF l4 FOR MAX. SPACING. CLEAR SD.ICQNE ADHESIVE BEDDING COMPOUND NOTE - STEEL BARS RE00. AS USTED IN DP CHART W/ 13 33 PRESSURES SHDWN ON SHEET 8 OF 14 --_-- __________________________� - CEDARG C7MPOUNDAESNE-__________ 9 26 _______ ___________ BEDDING COMPOUND — D EXTERIOR GRADE , 3/4• PERIMETER CAULKING (tan. Ee9Ea) TYPICAL ANCHO TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR IN SEE EL`V, FOR SPACING 1/4" MAX_ 1/4" MAX. SHIM SHIM a� --111Hou,sB�Y�ss� C---=1 EXTERIOR TEST DOOR WIDTH (190 5/80) 4D/3T — XXXXP METAL STRUCTURE ATTACHMENT DETAIL a NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. METAL 2. METAL STRUCTURES: STRUCTURE A) STEEL : Fy = 36 KSI MIN. (STEEL 12 GA. MIN. THICK - 0.105") a 8) ALUMINUM : 6063-T5 MIN. . a (ALUM. 0.078• MIN. THICK) (wn. EueEOJ I t t/•' (UN. EMBED. In ¢ 0 0 3 cn d'.'..6 to C '_� cn i 912 X 1 3/4' F.H./PH[. SMS op v N W/ 11/4' MIN EMBED. INTO wMi Tyi1 FOR POCKET WALLS a+ p v 2% P.T. WOOD BUCK = N c .� C) Z ^ ( SEE OPTIONAL INSTALLATION n p m tl o SEE GENERAL NOTES o ^ DETAILS AT SHEET 12 OF ]4) n O 33 N 015 & 16AT 39 SHEET 1 OF 14. ' I Z > T/1 in W y .44a. J 2 O Q Q 37 16 1" W = p I (DOGE, B15T.) com a. : Ci z o � O N ------ t3 1 Z i%J O ONi O 16 V CO 11: 17 8 25 36 "' •`D F a 18 e N S O j O o — — — -- -- — — ------ ----- ----- POCKET NOTES: 1) REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS AND OP CHARTS. 2) REFER TO SHEET 9 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 9 OF 14 FOR TYPICAL ANCHORS —0 NOTES. 4) REFER TO SHEET 8 OF 14 FOR MAX. ANCHOR SPACINGS. E2 SCREEN DOOR PANEL (OPTIONAL) FM0UCf REV[9M r,aa=pIyInw bft bamial cado,1-iz��z4.ns Szptc4i4nFidi�_!c!-11L =3 eltilFi � c al�Zl�zl�� I I I I 1 I I I i f SGD-9200 BILL OF MATERIALS — 2 & 3 TRACK FRAME ITEM # PART 0 QTY. DESCRIPTION REMARKS 1 L-9211 1 2 TRACK FRAME HEAD 6063-T6 ALUMINUM 1.2 L-921I 1 2 TRACK FRAME HEAD (Multi -Slide) 6063-T6 ALUMINUM 2 L-9206 1 2 TRACK FRAME SILL 6063-T5 ALUMINUM 3 L-9212 2 2 TRACK FRAME JAMB 6063-T5 ALUMINUM 4 L-9204 1 X PANEL PANEL TOP RAIL 6063-T5 ALUMINUM 5 L-9205 1 X PANEL PANEL* BOTTOM RAIL 6063-TS ALUMINUM 6 L-9201 i PANEL LOCK STILE 6063-T6 ALUMINUM 7 L-9202 I PANEL INTERIOR INTERLOCK 6063-T6 ALUMINUM 8 L-9203 I PANEL EXTERIOR INTERLOCK 6063-T6 ALUMINUM 9 L-9207 1 PANEL ASTRAGAL 6063-T6 ALUMINUM 10 L-9209 AS REQ'D. ALUMINUM GLAZING BEAD 6063-TS ALUMINUM 11 L-9214 1 3 TRACK FRAME HEAD 6063-T6 ALUMINUM 12 L-9208 1 3 TRACK FRAME SILL 6063-T5 ALUMINUM . 13 L-9213 2 3 TRACK FRAME JAMB 6063-T5 ALUMINUM 14 PWS-016 AS REQ'D. BOTTOM RAIL WTST ULT.RAFAB #QB6757DK 15 PWS-009 AS REQ'D. PANEL TOP RAIL WTS'P .187'x.310' (7830-6001-1) 16 PWS-003 AS REQ'11 FIN SEAL WEATHERSTRIP .187'x.210' (7820-6001-9) . 17 VWS-004 AS REQ'D. BULB VINYL (FPVC) 1/4' O.D. I8 L-9016 2 SELF ADHESIVE PILE PAD 13/16' X 1 1/2' 19 HC-046 2 MV& PANEL TANDEM ROLLER 2 X EA. MVG. BOT. RAIL 20 FS-003 2 ROLLER ATTACHMENT SCREW #8 X 1/2' F.H./PHIL. 21 AR-008 2X PANEL PANEL 'C' TRACK CLIP 6063-T6 ALUMINUM 22 FS-042 AS REDD. 'C' TRACK ATTACHMENT SCREW #10 X 1' SMS F.H./PHIL. 23 L-9018 1 X ANCHOR FIXED PANEL JAMB CLIP 6063-T5 ALUMINUM 24 FS-011 I X CLIP FIXE➢ PANEL CLIP SCREW #10 X 5/8' PH/PHIL. 25 AR-020 x INTERLOCK STEEL REINFORCEMENT 1/2" X 1 1/4' (36 KSI) 26 AR-021 If ASTRAGAL STEEL REINFORCEMENT 1/2' X 1 1/2' (36 KSI) 27 '= AR-024 x INTERLOCK STEEL REINFORCEMENT 3/8' X 1' (36 KSI) 28 HC-047 I MORTISE LOCK HARDWARE W/ HANDLES & KEEPER 29 x 1 x Panel 7/1V Laminated H.S. Glass See Glazing Details 30 L-9022 x ASTRAGAL PANEL SILL CLIP 6063-T5 ALUMINUM 31 L-9215 I POCKET JAMB HOOK 6063-T6 ALUMINUM 32 SM-5731 x INEUTRAL CURE SILICONE Schnee -Morehead 5731 33 DC-899 AS REQ'D. NEUTRAL CURE SILICONE Dow Corning 899 34 x x NEUTRAL CURE SILICONE Tremco Spectrem 2 35 HC-045 2 NYLON PLUG ( .480' HOLE > RIGID PVC 36 HC-043 2X PANEL NYLON TOP GUIDE RIGID PVC 37 FS-005 AS REQ'D. FRAME ASSEMBLY SCREWS #8 X 1/2' P.H. PHILLIPS 38 FS-013 AS REQ'D, PANEL ASSEMBLY SCREWS #10 X i' P.H. PHILLIPS 39 FS-014 AS READ. INSTALLATION SCREWS #12 X 1 3/4' F.H./PHIL. 40 PL 75.6020 AS REQ'D. GLAZING SETTING BLOCK SOFT PVC 1/8' x I/8' x 2'L. 41 x - SCREEN PANEL x 42 SM-5504 AS REQ'D. JOINT SEALANT Schnee -Morehead 5504 43 x x PERIMETER CAULKING OSI POLYSEAMSEAL 44 x 1 PRODUCT LABEL I x 1 3/4" MIN. EMBED. ° NOTE. 1. FOR ANCHOR 'TYPES SEE NOTES AT SHEETS 3, 6, & 9. c e 2. FOR POCKET WALLS SEE GENERAL m mt INTERIOR NOTES #15 & 16 AT SHEET 1 OF 14. b n � TYPICAL ANCHORS INTERIOR AT 8' O.C. SEE ELEV. ° FOR SPACING 3 �- 5 26 z >' 17 w 77 W a p ZO ZN 31 m2Ea 76 � zaa,9 AW-/Op = (7.31 17 1 a� ^ a'0ps 17EXTERIOR aTYPICAL ANCHORS aA 35 O. e� - AT 8". O.C. F2 . SEE ELEV. FOR SPACING . -1/4" MAX. r 1 3/4" MIN. EMBED. F s c EXTERIOR. POCKET DOOR HOOK ATTACHMENT DETAILS DxoamcrH­dness'A', 10 see 75 D-27A0 Spai . C i4r 1.45 D-792 Te.ile Som86, PSI 1640 D-638 Oldm 6bn�[ioq"A 340.0 D638 Modulus(; IOOY,6lmgafim, PSI 765,0 D639 &fO—a 31.0 D-746 '2. FPVCWhits Compound No. 7267-75 PHYSICAL AM NO. DmuncmtHar&ea `A', ]0 sa 75 D-2240 SpacffieCsiV• 1.45 D-792 T_u.S=zth,PSI 1610 D-08 ula6 gongafioq% 325.0 D638 y ndu1m� 10o El.pOm, PSI 765.0 D-638 immG A�iOmns, -30.0 D.746 7I� a o C) - a Co 2 2 c) 3 o � (� z O z CQ z 1 > z o 0 Q N W z o�; i r � i a ad Q 14 i a O CA2 0 O � � C] m can tS410pgleBmlth ME Ftwdctr n T g o d Aa�6e Naj a Q04e Zl RtCs-�C' iCaalwlf - �� o o � o qQ it 4c© Ci c Z ' • ;a u7 F- D yaw.. 3nsa°, C �1t 10 �3.625� 062 1.000 50 -! f II t- 1.594�1 FRAME HEAD -j 1.000 F.376 3.500 1.218 O3 ^"•6871- FRAME JAMB � 37 , ® ® 0 I PANEL TOP CORNER FRAME TOP CORNER 3B TWO TRACK FRAME ` V PANEL BOTTOM CORNER mDOCf R6vowD I 3TwilKe�eWwa4� Axtpmem No 1 (212 •OS �k1jY�e D4�te-; FRAME BOTTOM CORNER 04 04 e _ m en 10 h yak Z9 m o Z 3 `v Z W o 00 j �LLIryry W rr++ a �Pt o 5 FBI Z " ^ v O p m q w Z ¢ q a z ¢ Z_` a C, z1C ql F a Jm " N 1 O cv a ` , z p •� g 3.650 .062 I 1.000 11.5100 TWO TRACK HEAD 1.594 AT SHEETS 8. & 9. A!ULT7-SUOE FRAME HEAD 090ir 062 sss �L4.154- d FRAME SILL -y I--72 II 2.250 1,750 J . o 1.687 094 1.132 Os2 1.590 i.6,9 .O INTERIOR INTERLOCK 114 ,.24; 2.000 062 890 F- Qa PANEL TOP RAIL 890 i .062 2.798 2.039 1.197 O PANEL BOTTOM RAIL .150 1.590 I H w o `z a o n T g o a E' ° 0 oN A62 ,.132 0�4 1.687J ® EXTERIOR INTERLOCK z z " 180 -f -�8 �.616 t'-2.686 f 1.044 .062 L .844 1.7, o 2.280 .094 1.517 GLASS STOP LOCK STILE 1.655 Q ASTRAGAL STILE qm mzn zN� s `a3 FoE< a C?:• ;ft•:� I +;rA•,ry �• • •qj 1 G u) 3 er j •`•••.. •.•,• ^ �€af'6:Pa:329 2�t'OgL • sq .531 .524 .070 LI.250 23 FIXED PANEL CLIP 1 .580 .875 .125�I dt 1.142 30 ASTRAGAL RETAINER 3.000 .124J SILL RISER 5.244 �� .070 .000 -11 00 11.594T u FRAME HEAD .052 2.250 saa t �j 5.748 FRAME SILL 72 1.0 .062 �6 5.094 1.218 Ll .588 i^ 13 FRAME JAMB .500 2.094 .078 ,953 31 Pocket 'P' Hook .500 I I 1.250 zs INTERLOCK REINFORCING .500 1.500 26 ASTRAGAL REINFORCING .3751 r 1.250 �/ 27 INTERLOCK REINFORCING 5 Vj27 ,CO 670 27 "C" CLIP FRAME BOTTOM CORNER iWtODU�G iyREV ffiL+4' (iG iMPti'�$ irNm A©C bkti,'Bii► � w 1~1 < V O O o� m�0 c 3 Z > Q h O7 ``a a]C 'e y Z O G d U m a = w o �QvJ a a zip ra C E, a c � � o44 j F O q p `E jz Z q zlIt Xj Vi Z • �( ° 9 { Gi