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HomeMy WebLinkAboutNOA # 20-0901.06 1-19-21MIAMI•DADE NIIANII—DADECOUNTY, 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.miamidadc.goov/economy Lawson Industries, Inc. RECEIVED 8501 NW 90"h Street Medley, FL 33166 JAN 19 2021 SCOPE: permitting Department This NOA is being issued undeiE ie4po da6lerules 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 allowedby 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/ orthe 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 ofsuchtesting 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 C o de, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SDG-9200" Aluminum Sliding Glass Door (Steel reinforced)—L.M.L APPROVAL DOCUMENT: DrawingNo. L9200-1201 Rev D, titled "Series SGD-9200 Aluminum Sliding Glass Door (LW", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12 and last revised on AUG 03, 2020, signed and sealed by Thomas J. Soto, P. E., bearing the Miami —Dade County Product C o ntro 1 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 sh eets 2, sheet 5 and sheet 8. 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. TERMINATION of this NOA will occur after the expiration date or if there has been a revision o r 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 NOAnumber 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 entireNOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site atthe request of the Building Official. This NOA revises NOA #174212.05 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. 20-0901.06 Expiration Date: February 13, 2023 �l Approval Date: December 03, 2020 Page 1 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 04/15/15, 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, IIETI-11-3329, dated 01/16/12, HETI-12-4040, dated 10/12/12, HETI-12-4051, dated 06/13/12, BETI-12-4053 and HETI-12-4064, dated 09/24/12, all signed and sealed by Rafael E. Droz-Seda, 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 BETI- 11-3270, dated 05/16/11, BETI-11-3275, dated 10/20/11, IIETI-11-3307, dated 10/03/11, BETI-11-3314, dated 10/20/11, BETI-11-3330, dated 01/16/12,- BETI--12- 4052, dated 07/10/12, BETI-12-4054 and BETI-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 underprevious NOA No. 12-1204.12) 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 BETI-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 Unit Supervisor NOA No. 20-0901.06. Expiration Date: February 13, 2023 Approval Date: December 03, 2020 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CoNwwED) 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 Loadingper 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 FTL-3572, 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 ASTME1300-04/ 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 Glass 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.14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex .and Saflex BP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. _ I St,.-7 . Ishaq I. Chanda, P. E. Product Control Unit Supervisor NOA No. 20-0901.06 Expiration Date: February 13, 2023 Approval Date: December 03, 2020 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 (NIA) for their "Saflex CP - Saflex and Saflex HP,Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/1.1/18. 7. Notice of Acceptance No.14-0423.16 issued to Eastman Chemical Company (NIA) 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 (NIA) 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 5th 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 BETI-11-3269, dated 05/16/11, BETI-11-3270, dated 05/16/11, BETI-11-3271, dated 10/20/11, BETI-11-3272, dated 10/20/11, BETI-11 3274, dated 10/20/11, BETI-11-3275, dated 10/20/11, BETI-11- 3291, dated 07/15111, HETI-11-3292, dated 10/20/11, HETI-11-3307; dated 10/03/11, HETI-11-3313, dated 10/20/11, HETI. 11-3314, dated 10/20/11, BETI-11-3329, dated 01/16/123 BETI-11 3330, dated 01/16/12, BETI-12-4040, dated 10/12/12, BETI-12- 4041, dated 10/12/12, BETI-12-4051, dated 06/13/12,.IIETI-12-4052, dated 07/10/12, BETI-12-4053, dated 09/24/12, BETI-124054, dated 09/24/12, BETI-124064, dated 09/24/12, and BETI-124065, dated 09/24/12, all issued by Hurricane Engineering & Testing, Inc., all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No.12-1204.12) Laboratory addendum letter for Test Reports No.'s HETI-11-3269, BETI-11-3270, BETI-11-3271, HETI-11-3272,HETI-11-3274, BETI-11-32753 HETI-11-3291, HETI-11-3292, HETI-11 3307, BETI-113313; BETI-11-3314, HETI-11-3329, BETI-11-3330, HETI-124040, HETI-124041, BETI-i24051, HETI-12-4052, BETI-124653 , BETI-124054, BETI-124064 and HETI-12-4065, dated 01/15/13, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz- Seda, P. E. Lti�� Ishaq I. Chanda, P. E. Product Control Unit Supervisor NOA No. 20-0901.06 Expiration Date: February 13,.2023 Approval Date: December 03, 2020 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (coN EwED) 4. Laboratory addendum letter for Test Reports No.'s HETI-11-3269, HETI-11-3270, HETI-11 3271; BETI-11-3272,HETI=11-3274, HETI-11-3275, HETI-11-3291, HETI-11-3292, HETI-113307, HETI-11-3313, HETI-11-3314; HETI-11-3329, HETI--11 3330, HETI-124040, HETI-124041, HETI-124051, HETI-12-4052, HETI-12-4053 , HETI-12-4054, BETI 12-4064 and HETI-124065, 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. Proposal issued by Product Control, dated 03/13/08, signed by Ishaq Chanda, P. E. (Submitted under previous NOA No: 11-0518:03) 7. 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) 8. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3525 and FTL-3572, dated 09/09/02, both signed and sealed by Joseph C. Chan, 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-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. 2. Evidence submitted under previous .approval. A. DRAWINGS 1. Drawing No. L9200-1201 Rev C, titled "Series SGD-9200 Aluminum Sliding Glass Door (1,W)", 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 consists of editorial changes of FBC 2017 (6t' Edition) code compliance. B. Test 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE '1. Miami Dade Department of Regulatory and Economic Resources (RER). ' L q n Ishaq I. Chanda, P. E. Product Control Unit Supervisor NOA No. 20-0901.06 Expiration Date: February 13, 2023 Approval Date: December 03, 2020 E-4 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. (Former E.I. DuPont DE Nemours) 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 (NIA) (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 (6th 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# 14-0 908.02, expiring 02/13/23. 3. New Evidence submitted. A. DRAWINGS 1. Drawing No. L9200-1201 Rev D, 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 DEC 03, 2020, signed and sealed by Thomas J. Soto, P. E. Note: This revision consists of editorial changes of FBC 2020 (7th Edition) code compliance. B. Test 1. None. C. CALCULATIONS 1. None D. QUALITY. ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers", expiring on 07/04/23. 2. Notice of Acceptance No.19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/24. 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 2020 (7th Edition) and "No financial interest" dated 08/03/20, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E. G. OTHER 1. This NOA revises #17-1212.05 and updates to FBC 2020, expiring 02/13/23. Ishaq L Chanda, P. E. Product Control Unit Supervisor NOA No. 20-0901.06 Expiration Date: February 13, 2023 Approval Date: December 03, 2020 E-5 1VLU1111-31 SEE BE 1O SEE /-NOTE #5. 1-, NOT YS F 7 I Y / / o I a° o ? .. ' 0 D<T tlr�i X-LP'or RP-X 1D/2T - RP RIGHT POCKET SHOWN (LEFT POCKET OPPOSITE) SEE BELOW NOTE #5. 'r- i y 1 Y 0 �. a •ice I l II0 � a= a= �^ a• =fl ' 2D/2T - XX or ' ' XX-LP or RP-XX or LP-X 2T - RP 2D/2T RIGHT POCKET SHOWN (LEFT POCKET OPPOSITE) 20/2T - LP/RP F U j r 3D/3T - XXX or LP-XXX or RP-XXX 3D/3T 3D/3T - LP RIGHT POCKET SHOWN (LEFT POCKET OPPOSITE) - SEE BELOW y (- NOTE #5. o " q-i N� tl or ' 1 7 SEE BELOW SEE BELOW NOTE #5.y NOTE #5.1 r� 1 I _2 y 1 Il p U I tv rr liJ .211 ir_ 4D/3T - XXXX or 40/2T y LP-XXXX or RP-XXXX or LP-XXXX-RP 4D/3T 4D/2T 4D/2T - LP/RP 4D/3T - LP LEFT POCKET SHOWN (RIGHT POCKET OPPOSITE) NOTES: 1) REFER TO SHEETS 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 4D 2T - LP 2) REFER TO SHEETS 9, 10 & 11 OF 14 LEFT POCKET SHOWN 3) FOR REFER TYPICAL CROSS- SHEETS 9 SE 1 ON DETAILS. (RIGHT POCKET OPPOSITE) FOR TYPICAL ANCHORS AND NOTES. ' 4) PANEL STACK CONFIGURATIONS ARE REVERSIBLE. 5) FOTESOCKET WAL6LS SEE GENERAL 1101/1 2D X. 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. a= eall Er pps— • • . OXXO 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 (2017-6th Edition & 2020 7th Edition) INCLUDING THE HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300-04. THIS PRODUCT 19 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 (O.C.) AND AS TABULATED ON SHEETS 2, 6, & 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. 6.) 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 # 2, 6, & 8). 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, 6, 7, 9, 10, & 11 OF 14. 6.) Err. & 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 # S. 4, 6, 7, 9, 10, & 11 OF 14. 13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER ➢ISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET THIN FLORIDA BUILDING CODE. 14.) POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET 8 OF 14, REFER TO SHEET 11 OF 14 FOR ADDITIONAL DETAILS, 16.) POCKET WALLS ARE NOT PART OF THIS APPROVAL. 16.) POCKET WALLS 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, PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0901.06 Explratlon Date02 /13/2023 By I51..71.Ll,, Miami -Dade Product Control io 1O 4 ra rn m m M o 1x z 1= a m n� m C) moa A A 171 � yo z d z o vlwx m >: o- U ZO o 7 .N-1 I o R p �y7 0 N U z H z p N oa C\1 a �zrn a• a= =a =fl DESIGN LOAD CAPACITY -PSF (STD. 2 1/4" SILL) NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' WIDTH HEIGHT EXT. + INT. (-) EXT. (+) INT, (-) EXT. (+) INT. (-) EXT. # INT. ) 5/0 (NO STEEL) 6/B 56.7 95.0 5fi.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 70,0 56.7 78.8 56.7 68.8 8/0 (WITH STEEL) 8/0 56.7 65.0 56.7 65.0 X X X X 98 3/8" MAX. ca DOOR WIDTH ^ � .. 4 CLUSTER OF q 13 1 /4" MAX. 4 ANCHORS . o a SPACING LIMITATION: TYP. AT STILE ENDS to A Anchors not to exceed HEAD SILL "� m I 6" MAX. ILL w i H ^ 10 1/2. O.C. at Doors .o p• smaller than 60" In wi th. / - HEAD/SILL t ¢ m I O A o, A 6" CORNERS p O y o a ir p h Q w Zia R � E z o a aorta z N 7/16" LAM. GLASS Ca� I g C �� D I �� a; m 2 �� I /� M x 0 \ 0 to Lu M -� I ®H pN L7 rno 0) rn� - I �Ul c z 0 0 0 AS READ. REINFORCING STEEL EI W CD I SEE C14ART AT LEFT y, O e 0 x I o ►�x �'� NOTES; i ri ii / 1) REFER. TO SHEETS 3 & 4 OF 14 'o `E FOR TYPICAL CROSS-SECTION DETAILS. 44 3/4" MAX. w ��� Z 2) REFER TO SHEETS 3 OF 14 D.L. OPG, a FOR TYPICAL ANCHORS AND NOTES, 50" MAX. yd' O 50" MAX. PANEL WIDTH GO a3 S o 44 MAX. D.L.O.; LAMINATED GLASS PANEL WIDTH < g a n N N 6/0 X 6/8 = 32-3/4" X 74-3/4" LARGE MISSILE IMPACT 2 DOOR - TWO TRACK Nag XO OX 8/0 X 6/8 = 44-3/4", X 74-3/4" "XO" TYPICAL ELEVATION S n a c�j cpj APPROVED CONFIGURATIONS 8/0 X 8/0 = 44-3/4" X 90-3/4" DOORS GLAZED WITH LAMINATED GLASS RATED FOR TESTED UNIT �9 g g g (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. ,� BULB VINYL 17 BULB VINYL 17 BULB VINYL 17 BULB VINYL 17 /16" HEAT STREN'D GLASS 3 16" HEAT STREN'D GLASS . 3 16" HEAT STREN'D GLASS 3 16" HEAT STREWD GLASS PRODUCT REVISED ', 9 $ d • / / / as eomplying with the Florida rc y a z d a: 090 INTER 090 PVB INTERLAYER .090 SAFLEX HP .090 PV6 SAFLEX Building Coda d its ai c1 d Senl Glass by: Trasllol PVB by: d Clear o Color Class Interlayer Clear or Color Glass Interlayer NOA-Na. 20-0901.06 W Kuraray America, Ina. W Kuroray America, Inc. ,�u by; Eastman Chemical Co. by: Eastman Chemical Co. m 3/1b" HEAT STREN'D GLASS m 3/16" HEAT STREN'D GLASS m 3/16" HEAT STREN'D GLASS 0C 3/18" HEAT STREN'D CLASS Expiration Date 02113/2023 p6�Stt9101d//rej� in SILICONE :EZ In SILICONE Z SILICONE Z N SIDCONE By 10.7 1. z4o' u`bb - SCHNEE-MOREHEAD 5731 SCHNEE-MCREHEAD 5731 SCHNEE-MORENEAD 5731 SCHNEE-MOREHEAD 5731 Mlaml-Dade Product Control wd,`�••• y� `.� S DOW CORNING 899 g DOW CORNING 899 g DOW CORNING 899 pp DOW CORNING 099 m : -{J O • t� �� TREMCO SPECTRUM 2 V' TREMCO SPECTRUM 2 TREMCO SPECTRUM 2 N TREMCO SPECTRUM 2 cs m GJ. �v �I C'In o"•: i o�� 4�=W W W �� e 40 .I: -I: 40 �I. �I: 40 'I: •I: 40 � ., Y'oU1 ;U o o o F.1 G1 a j •.• GLASS TYPE 'A' GLASS 'TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' aj�'R •glol a`t ova A GLAZING DETAILS DESIGN LOAD CAPACITY -PSF (WITH 3" SILL RISER) NOMINAL DOOR SIZES GLASS TYPE '¢' .GLASS TYPE "B' GLASS TYPE 'C' GLASS TYPE WIDTH HEIGHT FT./IN. FT./IN. EXT. (+) INT, (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT, (-) 5/0 (NO STEEL) 6/B 76,7 95.0 65.0 fi5.0 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 (MIN. EMBED.) 9 //1t3". Q TYPICAL ANCHORS IN PAIRS SEE ELEV, FOR SPACING a. d .. ° d (MIN. 3EMBED.)A 2• MIN TYP. Non -Shrink, Non -Metallic Grout of Minimum 5 Ksl X 2 �d N FOR SPACING) TYPICAL ANCHORS IN PAIRS 1" Mtn. SEE ELEV. FOR SPACING Edge Die . x BUCK d 1 3/4' d ° d d' (MIN..EMBED. 144 (MIN. EMBED,) I •7/16'-LAMINATE➢ GLASS 29 NOTES: 1) REFER TO SHEET 2 OF 14 FOR GLAZING OPTIONS AND DP CHARTS, 2) REFER TO SHEET 4 OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 2 OF 14 FOR MAX. ANCHOR SPACINGS. K w N Of w (A N J Ir A � 0 1/16" or 1/a. F N SILL RISER ADHERED TO SILL W WITH SILICONE �N FULL LENGTH OF UNIT 2 \� M Ut � W O A 4'.•I —1/4' TAPCON or APPROVED EQUAL BY FOR W/ 1 3/4' MIN. EMBED. INTO 3.2 Ksl Cana. @ 6' FROM CORNERS 6 SEE ELEVATION AT SHEET 2 OF 14 FOR MAX, SPACING. TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING I H y i I a z O O O - I � i U�JJ I I CC O E. ti I FI rri o ' 2BY•Wood Buck Substrate or MIAMI-DADE COUNTY y Wood Stru lure w/ (SG) U Specific G Aty- .55 min, (Typ,) APPR'D MULLION AAAy f0 I SEE SEPARATE NOA 0 —I- N.rtnlc TNcNYn es 2 3/4" Min. Edge Dist. WOOD BUCKS AND METAL STRUCTURES NOT BY IAWSON IND. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: 'SEE ELEV. AT SHEET 8 FOR SPACING PRODUCT REVISED as complying with the Florida Building.. de NOA-No. 20.0901.06 Expiration Date 02 /13/2023 By 10-7 I. Ld„i Mlaml-Dade Product Control TYPICAL ANCHORS IN PAIRS SIRUCTURE t SEE ELEV. FOR SPACING C M m � ° c m = m 3 Pitd0 x.<al iWd,�esv \ ~ O1 to O � C I O K m O m METAI. STRUCTURE. ATTACHMENT DETAIL za R z° . ' 1. LL STEEL IN CONTACT WITH 0 G t M a ` 3 ¢" Min. ALUM, TO BE PAINTED OR PLATED. i Edge Dist. 2. METAL STRUCTURES: TYPICAL ANCHORS IN PAIRS : Fy 36 KSI MIN. L 12 GA. MIN, THICK - 0.105'), E SEE ELEV. FOR SPACING (MEEL B) ALUMINUM : 6063-T5 MIN, E (ALUM. 0.078" MIN. THICK) ANCHOR TYPE CHART IN CONC. or MASONRY min. ANCHOR OPTIONS READ -SILL 7A!® Embedment Edge Diet. Conarete ELCO ULTRACON 1/4" 1/4" 1 3/4" 1" 2.85 Kel BUILDER 1 1/4" 3.2 Kel BUILDER I - 3/16" 1 3/4" 3' 13.2-KM ANCHOR TYPE CHART IN 2% WOOD BUCK min. ANCHOR OPTIONS HEAD -SILL IAMB Embedment Edge Diet. 2x Wood ELCO ULTRACON 1/4" 1/4" 1 1/4' 1' .55 SO BUILDER 1/4" • 1/4" 1 1/4" 1" .56 SG S.M.S. (Into 2X) M12 #12 1 1 1/4' 1' .55 SG 1 /4" DRILLFLEX SELF DRILLING SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) INTO �APPROVED MUWONS (NO SHIM SPACE) TYPICAL EDGE DISTANCE (1/4") INTO' CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON) (1/4") INTO CONCRETE AND MASONRY = 4" MIN. (ITW BUILDER) (3/16") INTO CONCRETE AND MASONRY = 3" MIN. (IIW BUILDEX) 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. ANCHORS IN PAIRS J. FOR SPACING .1/4" MAX. SHIM 1/4" MAX. SHIM — METAL STRUCTURE ATTACHMENT DETAIL NOTE: ' ' e 1. ALL STEEL IN CONTACT WITH 3 Fltrh B ynnd ' M.tnl TNc�m.cc ALUM. TO BE PAINTED OR PLATED, 2. MMETAL STRUCTURES; METAL A) STEEL :. Fy 36 KSI MIN. (TEFL 12 GA. MIN. THICK 0.105"1) M — STRUCTURE B) ALUMINUM 6063-TS MIN. (ALUM. 0.076" MIN. THICK) 1 3/4 NOTES; 1) REFER TO SHEET. 2 OF (MIN. EMBED.) FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 3 OF 14 PICAL ANCHORS IN PAIRS FOR VERTICAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 3 OF 14 E ELEV. FOR SPACING PANEL WIDTH FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 2 OF 14 4 MAX. © O FOR MAX, ANCHOR SPACINGS. SHIM r- 1/4" SHIM PRODUCT REVISED as complying with the Florida Dullding Code NOA-No. 20-0901.06 Expiration Date02 /13/2023 By I LI-7 1' L4•".L Miami -Dade Product Control MAX. n D.L. OPG. '_ 16 I I I II 6 7 3 ' 17 23 16 24 2BY W00 BUCK OR x W000 S R TURE I I ... 28 u 17 6 10 F13/4]- /4' 3 — — — — SCREENS OPTL(MIN. EMBED.)D.L. OPG.NOT REOD. ON 25 � ®6/0 x 6/6 SIZES PANEL WIDTH (MIN. EMBED.) SEE CHART ON SHEET 2 OF 14 . - 1 BY P.T. 2D/2T — EXTERIOR - XO (SYlOW1_1 DOOR WIDTH WOOD BUCK 2D/2T — OX (Reversed) TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING Al 'OXXO OXO APPROVED CONFIGURATIONS (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) BULB VINYL 17 L3/16' HEAT STREN'D CLASS PVB. INTERLAYER lol by: ray America Inc. 6" HEAT STREN'D GLASS NILICONE InCHNEE-MOREHEAD 5731 p0gOW CORNING 899 N C9 'REMCO. SPECTRUM 2 GLASS TYPE '13 BULB VINYL 17 3/16" HEAT STREWD GLASS 090 INTERLAYER SenlryGlase by: Li Kuraray America Inc. 0 3/16" HEAT STREWD GLASS 1 SIUCONE ]J SCHNEE-MOREHEAD 5731 DOW CORNING 899 TREMCO SPECTRUM 2 GLASS TYPE 'A' GLAZING DETAILS i G. rn 196 1/4" MAX. H 13" MAX. TYP. DOOR WIDTH CLUSTER OF AT HE 4 ANCHORS 6" MAX. TYP. AT STILE ENDSL - � A2 6 CORNERS AHEAD/SILL u u I it 7/16" OVERALL LAM. GLASS II I / 1 i/, II II �� E II II �� / I �� . • 1n ram x�x:�o C2- II II I a o rn II II I [L II u II II I I II � O 30 Q3 II II I I STEEL REINFORCING AS REDD. Q2 II II O II X II X I O A A V) 44 3/4" MAX. NOTES: Z D.L. OPG. 50" MAX. 1) REFER TO SHEETS 6 & 7 OF 14 0_ PANEL WIDTH 50" MAX. FOR TYPICAL CROSS-SECTION DETAILS, OV 2) REFER TO SHEETS 6 OF 14 O] o � m �Ny m O m C�,e O Q a moo � 3 „ v A al U3 z�d = O A C7 'j o cb O ® ts c C/IN 0 H K N Q C PANEL WIDTH FOR TYPICAL ANCHORS AND NOTES. ^ DOOR - TWO TRACK NON 1 I$ _4 "OXxO" TYPICAL ELEVATION LAMINATED GLASS TESTED UNIT LARGE MISSILE IMPACT n u E q 3 x DOORS GLAZED WITH LAMINATED GLASS RATED FOR E E LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS, o 8 8 o a a =s s s s z z DESIGN LOAD CAPACITY - PSF GLASS TYPES 'A' OR 'B' PANEL WIDTH NOMINAL FT./IN. .DOOR HEIGHT STANDARD SILL 2-1/4" RISER .. 3" RISER EXT. (+)I INT. (-) EXT. (+) INT, (-)• EXT. (+) INT. (-) 2/6 3/6 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 50.0 .40.7 60.0 56.7 60.0 60.0 60.0 2/6 3/0 3/6 4/0 8/0 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 PRODUCT REVISED as camplying with the Florida Building Code NOA-No. 20-0901.00 - tQpttllAA101/1/0jI Expiration Date 02 /13/2023 By 15t"7I.L/, m 1 '.;• j;•�.k�.CM J Miami -Dade Product Control om�m N =, ^ °L W W TL- y' PANEL MAX. D.L.O.: 4 ,n• ¢ 'O� 3/0 . X 6/8 = 32-3/4" X 74-3/4" 4/0 X 6/8 44-3/4" X 74-3/4" P� ° = "s 4/1 i X 6/8=55-3/4" X 74-3/4" 3/0 X 8/0 X 90-3/4" 4Btt_ tti e10��i = 32-3/4" 4/0 X 8/0 = 44-3/4" X 90-3/4" a TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS _ 1 Min. SEE ELEV. FOR SPACING ter Edge Dist. • A. WOOD BUCK 1 3/4' 9 /1 6�/M: n d (MIN. EMBED.) / 2" (N. n+ 4• d 1 3/4- : d }_ a MINd •.TYR.(MIN. EMBED.) ■ (MIN. BED.)/-.39 q e. c TYP- Non-Shrink, Non-Melollle Grout of.Minimum 5 Kai OR 2 a r _ 11 4° (MIN. FAIBED.) -7/16'-LAMINATED GLASS U 29 - 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. U TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING m A v 0 In 00 L111- "i U u META . eTR rCT m . pTTpCHMT xT nPTprt C NUTB: o " i O rq tlC I. ALL STEEL IN CONTACT WITH w m m IL� ti o ALUM, TO BE PAINTED OR PLATED.� 2. METAL STRUCTURES: W U Gi ICAL ANCHORS IN PAIRS U cage u15L. A) STEEL : Fy 36 KSI MIN. TYPICAL ANCHORS IN PAIRS (STEEL 12 GA MIN. THICK - 0.105") 1] vi ELEV. FOR SPACING SEE ELEV, FOR SPACING B) ALUMINUM : 6053-TS MIN. (ALUM. 0.078" MIN. THICK) Z p�p O H CO / U a 2BY Wood Wood Slru Buck Subatrote or Lura w/ (SG) MIAMI-DADE COUNTY m Specific G vlty= .55 min. (Typ.) R SEESEPARATE NOA H P4 3 Piddh Bdydnd Netul Thlckneeq �I X N 3 4" Min. Edge Dist. WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING IL PRODUCT REVISED w U ae complying with the Florida Building Code of N On it o NGA-No. 20-0901.06 Zi L, Expiration Date 02 /13/2023 zj w D i7in ro � Miami -Dade Product Control 1/16". or 1/8" to - SILL RISER to OHERED WITH �N to CLEAR SILICONE N FULL LENGTH. OF UNIT SILL In I II li i i 1.1 !n A�NW a. TAPCON or APPROVED EQUAL BY FOR l 3/4' MIN. EMBED. INTO 3.2 Ksl Conc. @ 6' f CORNERS 6 SEE ELEVATION AT SHEET 14 FOR MAX. SPACING. _ L ANCHORS IN PAIRS LEY. FOR SPACING VL1" WEEP NOTCH AT EACH END J. ANCHORS 2 PER CUP ANCHOR TYPE CHART IN CONC. or MASONRY min. ANCHOR OPTIONS HEAD-BH.L JAMB Embeddnent Bdge Dlet Coaoreta ELCO ULTRACON 1/4" I/1' 1 3/4` 1 I" 2 15 Kel BUILDER 4' 3,2 Kel BUILDER - 3/16' 1 3/4° 3° 13.2 Kai ANCHOR TYPE CHART TN 2X WOOD BUCK min. ANCHOR OPTION9 -----S- JAMB Bmbedman Edge Diet.2. Wood ELCO ULTRACON 1 1/4" 1 1/4' 1" .55 SC BUILDER1/4" 1° .55 SO S.M.S. (Into 2X) #12 1 #12 1 1 1/4" 1" 1.85 SG 1 /4" DRILLFLEX SELF DRILLING SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (ST10 ES IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) INTO APPROVED MULLIONS (NO SHIM SPACE) rnZ TYPICAL EDGE DISTANCE �� (1/4") INTO CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON) (1/4") INTO CONCRETE AND MASONRY = 4" MIN. (frW BUILDER) (3/16") INTO CONCRETE AND MASONRY = 3" MIN. (ITW BUILDER) ` INTO MOOD STRUCTURE 1" MIN. �o INTO METAL STRUCTURE 3/4" MIN. SEALANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. TYPICAL ANCHORS IN PAIRS �I----I 3/,t H 3 SEE ELEV. FOR SPACING PANEL WIDTH MIN. EMBED. o m 1/4" SHIM 1/4" SHIM z MAX. MAX. o a0 I a Y rc D.L. OPG. 6 I D.L. OPG. 7 N 3 26 I I 6 3 .. e m p in q A r 1 0 17 o — 23 — _ _ — — 2 Z p 24 6 16 _ — 16 6 24 n° m a U U o 28 17 11 9 25 26 8 10 • • U ?. ,� o yy OO } (MIN. EMBED,) L ' — — SCREENS OPTIONAL C1 D.L. OPG. D E EXTERIOR D.L. OPG. 1BY N W O O O PANEL WIDTH WOOD BUCK W a 4D/2T — OXXO a 00 0 DOOR WIDTH N 02 a NOTES; 1) REFER TO SHEET 5 OF 14 z FOR GLAZING OPTIONS AND DP CHARTS: PRODUCT REVISED ��.jjj������ljljlj 2) REFER TO SHEET 6 OF 14 as BuOdin plyln9 with the FloridaUS FOR VERTICAL CROSS-SECTION DETAILS. Non-No.CodB y0-090.1.06 H 3) REFER TO -SHEET 6 OF 14 FOR TYPICAL ANCHORS AND NOTES. t�4" SHIM ) PANEL WIDTH Expiration Dale 02 N312023 4 REFER TO SHEEP 5 OF 14 1BY MAX. FOR MAX. ANCHOR•SPACINGS. - 1/4" SHIM • WOOD BUIBy Io_7 I. Z4nl Rio o- c MAX. Miami -Dade Product Control N c N � E2� a m n • Z \o o o � 24 D.L.O. B Is I I D.L. 9 OPG.. 7 � � 8� o Q Y N N N 3 0 6 26 I I 8 ,n' E N18888 23 v q 18 6 24 H --- 1128 d4 m J c rc O+ O+ zs to77 ,'^�ta�ttE�?rgoss N wJ N N U.• }� (MIN. EMBED) SCREEN PRONAL W OG2 TYPICAL ANCHORS IN PAIRS E O D.L. OPG. y:o` SEE ELEV, FOR SPACING O EXTERIOR PANEL WIDTH I a/4• o 3D/2T — OXO (MIN. EMBED.) '.J(� •••..• Q ' 11 ♦� DOOR WIDTH =� �� ` itt�t♦♦♦ q POCKET WALL SEE NOTE #3. (TYP.) 5 3 ;o G rn C C 1 VI 11 lV 1 _ L r T XX or XX-RP or LP-XX or RP-XX-LP Poe --er 1 1 y I y 1 a 1 r 1$ 1 1J IL 1 1 vl u 1 O a- pl� POCKET WALL 0 SEE NOTE {3 r T XXX or RP-XXX or LP-XXX 1 l y 1 e 1 Y 1 1 °o a l w IJ 1 1 0000/ a= a= a= 1 1 0 1 a-i` 189 3/4 TEST DOOR WIDTH w/ SINGLE P01 Ar NON-POCKFT MAX. WIDTH 191 1/4" 13 1/4" MAX. TYP.CLUSTER OF 4'ANCHORS AT HEAD/SILL AT STILE ENDS / _ 6" MAX.. TYP. 6' HEAD/SILL CORNERS SEE POCI�ET NOTEA�/ A3 (TYP ) i u u �II II II o II II uI am I Ili PRODUCT REVISED ascomplying with the Florida IllBuilding C3 j; D II Code II NOA-No. 20.0901.06 II III Q �/ II Expiration Date 02 /13/2023IILd M: `n C2 ij Illy 15t-7 W �co II F I 1 u Mlaml-Dade Product CantrLn o Olz a o 0 V) a II II II II => V II ,�\ `I/ I 3 III 0 M �i II I II F2 I y i , rn xg II II II III 0 i z 2 II 7/16" OVERALL LAM. GLASS u STEEL REINFORCING II II I D_ j xx p I 'I AS REOD. I I U II ao 84 II 1 i m II II AX lu 0 X III _ y NOTES: 48 3/4" MAX, 43 1/2" MAX. 49 1/e" MAX. 1) REFER TO SHEETS 9, 10 & 11 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. D.L. OPG. 1 2(1 PANEL MAX. D,L.O.: a' 3/0 X 6/8 = 31-1/2" X 74-1/4" r y 4/0 X 6/8 = 43-1/2 X 74-1/4° XXXX or RP-XXXX or LP-XXXX or RP-XXXX-LP 3/0 X 8/0 = 31-1/2" X 90-1/4" APPROVED 'CONFIGURATIONS 4/0 X 8/0 = 43-1/2" X 90-1/4" F % 0/ G= a= a= a= WITH & WITHOUT POCKETS (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) BULB VINY 17 BULB VINYL 17 3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS 090 PVR Interloyer Soflex CP-Saflex & Saflex HP 090 PVB INTERLAYER by: Eastman Ch.m1col Co. Troslfol PVB or 'orTroslfol PVB b . Y CL ?}7 F (*) SenlryOlass bIn Kuraray Amarlca Inc, m. ? Kuraray Americo Inc, 3/16" HEAT STREN'D GLASS m ? 3/16" HEAT STREN'D GLASS SILICONE 899 SILICONE CORNING 899 N U DOW CORNING CD I: I: 40 I:.I; 40 GLASS TYPE 'A' GLASS TYPE 'H' GLAZING DETAILS 4 DOOR- - THREE TRACK "XXXX" TYPICAL ELEVATION TESTED UNIT FOR TYPICAL ANCHORS AND NOTES. 3) FOR POCKET WALLS SEE GENERAL NOTES #15 & 16 AT SHEET 1 OF 14. Vi a n a o p N N DOORS GLAZED WITH LAMINATED GLASS RATED FOR N a E LARGE MISSILE IMPACT AND REQUIRE NO SHUTTER&. o _ 18 E E DP CAPACITY - PSF (2 1/4" SILL) ➢P CAPACITY - PSF (3" SILL) NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE '➢' GLASS TYPE 'A' GLASS TYPE 113' WIDTH HEIGHT FT./IN. Fr. IN. EXT. (+) INT. (-) EXT. (+) INT. (-) EXT, (+) INT. (-) EXT. (+) INT. (-) 8/d (2DR) (W/ 1 STEEL) 8/0 58.7 68.0 56.7 60.0 68.0 68.0 68.0 68.0 8/0 (20R) (W/ 2 STEEL) • 8/0 56.7 68.0 56.7 68.0 68.0 68.0 68.0 (r) 68.0 (1) 12/0 (3DR) (W/ 1 STEEL) 8/0 56.7 68.0 56.7 68.0 - - 68.0 58.0 12/0 (3DR)) 8/0 56.7 68.0 56.7 68.0 66.0 68.0 68.0 68.0 (W/ 2 STEEL (�) (�) 16/0 (4DR) (W/ 1 STEEL) 8/0 53.3 60.0 53.3 60.0 60.0 60.0 60.0 60.0 16/0 (4DR) (W/ 2 STEEL) 8/0 53.3 68.0 53.3 68.0' 68.0 68.0 68.0 11.0 (�) 2dr/3dr DOORS MEET +76.7 & -78.0 DP w/ "Dupont 0.090" SGP Laminate LAMINATED GLASS �2 v a t1 8 LARGE MISSILE IMPACT a ° rcyo d'tl 3 m ci ``t°tt�lteo�t, y�W .0 N N 1" Mill. 1/4' TAPCON or APPROVED EQUAL BY FOR Edge Dist. W/ 1 3/4' MIN, EMBED, INTO 3.2 Ksl Cenc. 9 I 2 6' FROM CORNERS 6 SEE ELEVATION AT HEE ST B OF 14 FOR MAX, SPACING. 39 , (MIN. EMBEO.)l n d ! .d �d• (MIN. EMBED.) •. d a ?4. 1;itJiiri' _ w 1. A GAPlf�� ;k ) ii!i'I!1„r'.2:61 ';IP$yl ;e9 f.e:4 I 1B O (D A3 10 I 17 II II I F II II o I P � I L=1 W I I I I I I I © I I I d L" .d' .. N. MBED. . d• < , n e 39 TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1 1 4 (MIN. MBED.) GLASS I TYPICAL ANCHORS IN PAIRS SEE ELEV, FOR SPACING TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING \ 28Y Wood Buck Substrate Wood Structure w/ (SG) Specllla Gravity= .55 min. (TYP•) i 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 8 OF 14 FOR MAX. ANCHOR SPACINGS. U In PRODUCT REVISED as complying with the Florida Building Code = N NOA-No. 20-0901.06 N expiration Date 02 11312023 � W �vi By I51U7 I. ::4-1. F, LOF Mlaml-Dada Product Control N S 1/8" SILL RISER j,t /�// FULL ADHERED WRH In n rFULL SILICONE w LENGTH I OF UNIT -SILL Ewn I nI n nunle i I II METAL ICAL ANCHORS IN PAIRS - STRUCTURE TEE ELEV. FOR SPACING X m p ^ �y y W •• �_0 A vz d M y M y a 0 Neticl�'D>mmess f' Ol � � o O Z 03 L z° cl 'nW= m3a Lh a o D'y METAL STRUCTURE ATTACHMENT DETAILS N1. OTE: STEEL IN CONTACT WITH y O .a O ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: CQ :AL ANCHORS IN PAIRS A) STEEL : Fy a 36 KSI MIN. ELEV. FOR SPACING 12 GA. MIN. THICK 0.1D5") .a (STEEL - B) ALUMINUM : 6063-T5 MIN. T/] 1n (ALUM. 0,078" MIN. THICK) MIAMI DADS COUNTY U, O APPRD MULLION APPR' SEE SEPARATENOA H.ial"Thlcl,n°Tie � N w a as II U (A � O U I WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. MUST SUPPORT LOADS IMPOSED SY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. A �G H TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING o P3H ANCHOR TYPE CHART IN CONC. or MASONRY min. ANCHOR OPTIONS B_ EAD-SILL IAMB Embedmank Edge Di.L ConqK.ff ELCO ULTRACON 1/4" 1/4° 13/4" 1' 2.0 SUILDIX 1/4" - 1 3/4" 4• 3,2BUILDER - 3/16" 1 3/4" 3' 3.2 ANCHOR TYPE CHART IN 2X WOOD BUCK irninA ANCHOR OPTIONS HEAD-SOL JAMB Embedment Edge Diet, 2z Wood ELCO ULTRACON 1/4° 1/4° 11/4" 1' .55 SG BUILDER 1/4" 7/4" I 1/4° 1° .55 SO S.M.S. (Into 2X) #12 #12 1 .1 1/4" 1- .55 SG mm mm p n 41 8. It ~ N E �aE 4 � r: E E a=� I I I 1/4" DRILLFLEX SELF DRILLING SCREWS I I I INTO METAL STRUCTURES 12 ® I • I (D I STEEL : 12 GA. MIN, (Fy = 36 KSI' MIN.) a 9 0 d if s 61 U o %V0111111111j 30 I I I ALUMINUM : 1/8" THK. MIN. (6063-TS MIN.) .,I ��Io� (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ,ya�tt `° 5 - c) . "c�'i INTO APPROVED MULLIONS (NO SHIM SPACE) m ; Lui a 0 O"r•�j� TYPICAL EDGE DISTANCE c :•� W Ui a; G o (1/4") INTO CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON) U1 "' G9QU o Q O;O` '. 4• I (1/4") INTO CONCRETE AND MASONRY = 4" MIN. (ITW BUILDER) •;.,,a� ' 2 03 - 20 (3/16") INTO CONCRETE AND MASONRY = 3" MIN. (ITW BUILDER) J INTO WOOD STRUCTURE = 1" MIN. ° rj .L ' C7 W� •;. 1/4' TAPCON cr APPROVED EQUAL BY FOR TYPICAL ANCHORS PER CUP INTO METAL STRUCTURE = 3/4" MIN. �. 0 ' W/ 13/4'. MIN, EMBED. INTO 3.2 Ksl Conc. 216'-2 FROM CORNERS 6 SEE ELEVATION AT. SHEET SEALANTS: B OF 14 MAX. SPACING, w 1j 1/J1 It FOR FRAME AND VENT CORNERS AND INSTALLATION SCREWS' AT SILL A SEALED WITH WHITE/ALUMINUM COLORED SEALANT. WOOD BUCKS NOT BY LAWSON IND. ^. MUST SUSTAIN IMPOSED LOADS 1 /4" GAP y rr, ti j MAX. Y....I 11 CLEAR SILICONE ADHESIVE BE➢DING COMPOUND13 x 7/16'-H.S., LAMINATED GLASS V) O6 37 'i. emO n OBEDDING A 0 CLEAR SILICONE ADHESIVE 35 a' COMPOUND #12 X 2' F•H./PHI.-$.MS. W/Z y (/0 N 1 13 P.T. WOOD BUCKED, INTO 2X (SEE SHEET 09 2 STEEL BARS REND. ON a Q z o N +b; 7 FOR FASTENER NOTES AND SIZES CHART W LISTED PRESSURES m W IL m IL p o ' ri, 2B ELEVATION AT SHEET it 8 FOR SHOWN OSHEET BOF 14 N FOR FASTENER SPACING) 18 I 2% T. pp q N e. a . ) .. y Co B 10� a a. tir. d. R. ?J;:+;J,.': 5'e, 1 STEEL BAR REOD. ON ;e' :.•r1L SCREEN DOOR PANEL (OPTIONAL) SCREEN DOOR PANEL O (OPTIONAL) D 'k~�• •°�'' SIZES AS LISTED IN DP CHART W/ PRESSURES - U C) a .k3 6 ++(-..:'" `+,'•='-"•'`(,.: -'�'i;-y' SHOWN N SHEET 6 OF 14 1 '•1iC' EXTERIOR EXTERIOR GRADE CAULKING �1 (MIN. EMBED.) DOOR WIDTH (142 1/2') PERIMETER (MIN. EMBED.) ' 3 D,/ 3 T — XXX NOTES: 1) REFER TO SHEET 8 OF 14 Tn FOR GLAZING OPTIONS AND OP CHARTS. 2) REFER TO SHEET 9 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. 3) TO SHEET 9 OF c o WOOD BUCKS NOT BY LAWSON IND, REFER 14 FOR TYPICAL ANCHORS AND NOTES. 4 REFER TO SHEET 8 OF 14 ) N ae \ $ MUST SUSTAIN IMPOSED LOADS. 7/16'-H.S„ LAMINATED GLASS °�• FOR MAX. ANCHOR SPACINGS. g 8 YY 29 1/4° GAP a'•d - N N N ' CLEAR SILICONE ADHESIVE MAX, k 3 3 3 6 133 3 37 d ��EE8 35;qt2 % 2' F.H./PHI.-S.M.S. W/ 1/4' MIN. EMBED. INTO 2XP,T, o 9 8 z z1 WOO➢ BUCK (SEE SHEET #9FOR FASTENER NOTES ANDELEVATION AT SHEET B 8 FORt= 6 FOR FASTENER SPACING) \1cixT IL 2B2X *11EDDING1\ ,T:�e.16—,p.•.PRODUCT REVISED X ^c, . <u 28 a ascomplying withtheFlorlda Bullding Code 1O Ln o O. + y C4d 16 z r r e. NOA-No. 20-090/.06 ac ti : to D1 Q:.LC {L•i•'.'<;i'',1�1;: - ��`;: J. `"'<.. •.d;• Expiration Date 02N3/2023 L/„J. 0 2 v,� •oa +"•'1 " ° •y 'ix', SCREEN DOOR PANEL C2 (OPTIONAL) O EXTERIOR a y •e. By Iti,.7 I• ""•i]' ((/ �� r: ; Mami-Dade Product Control _/// ••• t 3/4• ODOR WIDTH C969 EXTERIOR GRADE PERIMETER CAULKING I t/4• �b /errs...• [[,,�� N F (MIN. EMBED) (MIN. EMBED.) G 2D/2T — XX 1/4" MAX. SHIM 1/4' TAPCON or APPROVED EQUAL BY EOR' • W/ 13/4' MIN• EMBED. INTO 3,2 Ksi Conc, •O ° 6' FROM CORNERS 6 SEE ELEVATION AT " SHEET 8 OF 14 FOR MAX. SPACING. e 'p 13 37 . __ _-- - ____________-----T:MR"SICICORE" BEDDING COMPOUp , 7 e` . p °• r ° • x 6 1 39 28 •ti • r•i. ;y`°fY EXTERIOR GRADE PERIMETER CAULKING (MIN. EMBED.) ' TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS' SEE ELEV, FOR SPACING SEE ELEV. FOR SPACING 1/4"MAX, 1/4" MAX. SHIM SHIM • ^g1 N.lIe1�Th T4111. ' NOTE: CLEAR SILICONE ADHESIVE STEEL BARS REGO. AS BE➢DING COMPOUND LISTED IN DP CHART W/ PRESS33 - SHEET OFRES S14WN ON L— _ __.�J -J= SCREENS OPTIONAL EXTERIOR TEST DOOR WIDTH (190 5/8') 4D/3T — XXXXP ' METAL STRUCTURE ATTACHMENT DETAIL NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. ' METAL STRUCTURE 2. ETAL STRUCTURES: A) STEEL Fyy 36 KSI MIN. ' •d • = (STEEL 12 GA. MIN. THICK - 0.105") 8) ALUMINUM 6063-T5 MIN. 30 • n ,• (ALUM. 0.078" MIN. THICK) - (MIN. EMBEQ.) ' 1 1/4" (MIN. EMBED, • a p F .A 4112 X 1 3/4' F,H,/PHI. SMS W/ 1 1/4' MIN. EMBED• INTO •.d ;' •: i� -n m y cl WmW N (lyJ C) 2X P.T. W00D BUCK ( SEE OPTIONAL INSTALLATION f; DETAILS AT SHEET 12 OF 14 ) °' FOR POCKET WALLS GE NE6RAL NOTES vl o rn ,� O Z .X d o 39 ^� SEE & SHEET 1 OF 14.~ o N A co •. l Q z c A 31 18 �:• i. (EDGE DISi,) a z O 6_=______ ______• _ �•��i' vJ N �j _ U I ------ FFQ�I rl 0 a - 17 Y 36 yy 19 8 25 Nr ®H rs Fi b� �o C/DW N o .a o N 0e W __- -- -___==___-- b A A -- ----------- a `o POCKET DEPTH NCN [- NOTES: 1) REFER TO SHEET 8 OF 14 Ss , C, A FOR GLAZING OPTIONS AND DP CHARTS. os n n N 2) REFER TO SHEET 9 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 9 OF 14 N a 8 E E E _ FOR TYPICAL ANCHORS AND NOTES, - $ 8 8 4) REFER TO SHEET 8 OF 14 a o A FOR MAX. ANCHOR SPACINGS. z o y g z z d its m ti d I PRODUCT REVISED fj as complying with the Florida Building Code �— woo -Ho. 20-0901.06 w e v� v C U"• d,••.', N ; In a Expiration Date 0211312023 I5'-71.L/,s. ao- . •, p O .. By ___---- - Miami -Dade Product Control SCREEN DOOR PANEL (OPTIONAL) F 7/''rrf rt S7 La SGD-9200 BILL OF MATERIALS — 2 & 3 TRACK FRAME ITEM # PART # QTY. • DESCRIPTION REMARKS 1 L-9211 1 2 TRACK FRAME HEAD 6063-T6 ALUMINUM 1.2 L-9211' 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-T5 ALUMINUM 6 L-9201 1 PANEL LOCK STILE 6063-T6 ALUMINUM 7 L-9202 1 PANEL INTERIOR INTERLOCK 6063-T6 ALUMINUM 8 L-9203 1 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-T5 ALUMINUM 11 L-9214 1 3 TRACK FRAME HEAD 6063-T6 ALUMINUM 12 L-9208 1 3 TRACK FRAME SILL 6063-TS ALUMINUM 13 L-9213 2 3 TRACK FRAME JAMB 6063-T5 ALUMINUM 14 PWS-016 AS REQ'D, BOTTOM RAIL WTST ULTRAFAB #QB6757DK 15 PWS-009 AS REQ'D, PANEL TOP RAIL WTST .187'x,310' (7830-6001-1) 16 PWS-003 AS REQ'D, FIN SEAL WEATHERSTRIP 1PN 210' <7820-6001-9) 17 VWS-004 AS REQ'D, BULB VINYL (FPVC) 1/4' O.D. 18 L-9016 2 SELF ADHESIVE PILE PAD 13/16' X 1 1/2' 19 HC-046 2 MVG, PANEL TANDEM ROLLER 2 X EA, MVG. ROT. 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 REOD. 'CTRACK ATTACHMENT SCREW 010- X 1' SMS F.H./PHIL, 23 L-9018 1 X ANCHOR FIXED PANEL JAMB CLIP 6063-T5 ALUMINUM 24 FS-011 1 X CLIP FIXED PANEL CLIP SCREW #10 X 5/8' PH/PHIL, 25 6R-020 X INTERLOCK STEEL REINFORCEMENT 1/2' X 1 1/4' (36 KSI) 26 AR-021 x ASTRAGAL STEEL REINFORCEMENT 1/2' X 1 1/2' (36 KST) 27 - AR-024 x INTERLOCK STEEL REINFORCEMENT 3/8' X 1' (36 KSI) 28 HC-047. 1 MORTISE LOCK HARDWARE W/ HANDLES B, KEEPER 29 1 x Panel 7/16' Laminated H.S, Glass See Glazing DetalLs 30 L-9022 W ASTRAGAL PANEL SILL CLIP 6063-T5 ALUMINUM 31 L-9215 1 POCKET JAMB HOOK 6063-TG ALUMINUM 32 SM-5731 x NEUTRAL CURE SILICONE Schnee -Morehead 5731 33 DC-899 AS REQ'D, NEUTRAL CURE SILICONE Dow Corning 899 34 38 x NEUTRAL CURE SILICONE Tremco Spectrem 2 35 HC-045 2 NYLON PLUG C .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 1/8' x 2'L, 41 IK - SCREEN PANEL x 42 SM-5504 AS REO'D, JOINT SEALANT Schnee -Morehead 5504 43 x PERIMETER CAULKING OSI POLYSEAMSEAL 44 >« 1 PRODUCT LABEL tt 1 3/4" MIN. EMBED. c OR L 11. ANCHOR TYPES SEE c NOTES AT SHEETS 3, 6, & 9. ;b 2. FOR POCKET WALLS.SEE GENERAL ° 1O INTERIOR NOTES #15 & 16 AT SHEET 1 OF 14. :y'. ,., noo so G TYPICAL ANCHORS b ''° INTERIOR �n a m 2 • AT 8" O.C. 0 o us SEE ELEV. c 35 o FOR SPACING D 3 s� 6 26 Z ° It 17 Z 31 00 3 OL E 16 ... �I 9 I W 31 17 1 w.`...d �d :,: 9 a — ' 0 W 26 16 a I U -I '' •a'r-+ ' ° STEEL BAR RE ON 77 y �•' EXTERIOR �.�'i. e TYPICAL ANCHORS SIZES LISTED W� DP fi0pa p ND ABOVE 6 ® H 35 a• da -' SEEAT BELEV. FOR SPACING g Fi i T ` w o 1 /4" MAX. m " 1 94 SHIM 1 3/4" MIN, H H o EMBED. EXTERIOR CQ o "a POCKET DOOR HOOK ATTACHMENT DETAILS ` Z Cal ®I Flulble Vinyl FPVCI Composition - Team Plastics Inc. `1. FPVC Black Compound No. 7200-75 PHYSICAL ASrM NO. Duromelerllurdroo'A°, 10.. 75 D2240 Speeifio Onvily 1.45 D-792 Tamiia Suanglh, PSI 1640 D638 lllthuote Elanpuluq % 340.0 D638 Modulus® l00%F ongadar, PSI 765.0 D639 [m dHrltOanma -31.0 D-746 62. FPVCWhite: Compound No. 7267.75 PHYSICAL ASTM NO. DmamemrHsrdoe°'A',l0aee 75 D-2240 SP.M. Orsvity 1.45 D-792 TomHa Strength,PSI 1640 D-638 Ultimate E..Ptl..k % 325.0 D638 Modulus®100%Elorgadcu,PSl 765.0 D-618 Im oalidtleness, -30.0 D-746. ba GU N! o .,. g E N N N n9E 0 0 �a�999 Q ] p a° .5° ad73 ttt PRODUCT REVISED `,+*�III?3���i�� � as complying with the Florida `����; - /,a`y�A0 NOA Building 20-0901.06 � "' I �� o N d �is1 H. .c7 N N O: 112. Expiration Date 02 /13/2023 Pg Dy I sr.-7 I. Miami -Dade Product Control, •r. •7 , e z41 O`'+7lip.4 3stlta44t,`,,` E~ A 3F.0 �I 062 I_{ 1.000 _�° I h 1.594 �I FRAME HEAD (D 1.000 .062 376 3.500 1.218 I I O �I.687F- FRAME JAMB I 37 1A s / � L\ PANEL TOP CORNER FRAME TOP CORNER 38 TWO TRACK FRAME ` / v (a q toe � o q M m G7 0 q m o h q o� Z o m W 3: q U �w c a1504 P°� H N A z rl e. v W A C) O A p, i o ' o P A t o '+ N o .� 3.650 �� 1,000 1.500 TWO TRACK HEAD11.5.41 AT SHEETS 8, & 9. MULTI -SLIDE FRAME HEAD 090 �� 062 559 I T 4.154-] FRAME SILL -if-'12 I I 0 2.250 @ 1.687 094 1.132.0672 1.590 1.619 O INTERIOR INTERLOCK .390 .890 Imo- I 062 150 1.619 0 , a io ga ryas a=� z �'� � 8 z5o d+l i N N Na # # # D E. E. 8 8 � � � d cLi d a O o 1.241 2.000 .062 890 O PANEL TOP RAIL F�" 2.798 2.039 1.197 O PANEL BOTTOM RAIL 1.590 PANEL BOTTOM CORNER 37 FRAME BOTTOM CORNER 062 1.132 094 1.687 O EXTERIOR INTERLOCK x z A 180 C.094 838 ... GLASS STOP 10 O 2.686 1.044 .062 1.842 LOCK STILE O 844 17 .1 0 ..... 2.280 1.617 1.655 .. ASTRAGAL STILE ' PRODUCT REVISED as complying with the Florida auilding Code NOA-No. 20-0901.06", Expiration Date 02 H 3/2023 Miami -Dade Product Control o q C3 a `ttpuun1pa� O �p��:•'il 1 • �' a �i�0' . see j Ca L531 524 070r 1 250 43 FIXED PANEL CUP .580 .875 125r -�I 1.142 30 ASTRAGAL RETAINER 3.000 .124 SILL RISER O r (n Ln O W t0 r O O D v O 1 N n � m m Co Co O V O O m O z O Ou N � m Z > y F 0 U > O O O I � � I I m I I m z v O Q O O z O O rqm PM m 2mm 0 8, THOMAS S. SOTOS MUESSIONAL ENGIN88@ ' FL LIC. 65225 dr `a.. '- ENS••• O!. •'• l� O^ Revi.imv Rofae A Revises e Multi —Slide 12— do & 12—D727.06 da to includendt door panels 27 or 8501 N.W.' 90 ST. �� �/� T� • 55225 •� +� • ,ZQZQ s w/o pockets and to comply w/ 2D10 FBC �/ve/ MEDLEY, FLORIDA 33166 B. Revised to complyw 2014 FBC IJUSTRIES. INC. .PH No. (305) 696—B660 C. Revised to comply w/ 2017 FBC '?3 OF :��� D.RRevised to comply w 22020 FBC MANUFACTURER OF QUALITY ALUMINUM FINDOIIS AND GLASS DOORS S •�`i N. ERAz0 09/25/12 SGD-9200 ALUMINUM SLIDING GLASS DOOR (L.M.I.) `ecv io R""°`d R1` N. ERA a/17/20 raeeacecac`7�� EXTRUSION DETAILS, REINFORCEMENTS k FRAME CORNER ASSEMBLY DETAILS ICE: Re.vbn twt D Rwc P save R fa. u. R rn6a Rsennc L9200-1201 - 14 OF 14 �� 4