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HomeMy WebLinkAboutNOA-SLIDING GLASS DOORM IAM 1•DADE MIAMI DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 S W 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 2590 F (786) 315 2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economy Lawson Industries, Inc. 8501 NW 901 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 byMiami-Dade County RER-Product Control Section to be used in Miami -Dade County and other areas where allowedby theAuthority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Contro 1 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 acceptedmanner, 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 Co de, including the High Velocity Hurricane Zone. / DESCRIPTION: Series "SDG-9200" Aluminum Sliding Glass Door (Steel reinforced)-L.M.L v APPROVAL DOCUMENT: Drawing No. L9200-1201 RevD, 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 AUG 03, 2020, 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 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 perfortimce of this product. TERMINATION of this NOAwill 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 maybe displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #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 6 ' ryas Expirad01 c0 ,2 3 7 C �i Approval a ecember 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, BETI-11-3329, dated 01/16/12, BETI-12-4040, dated 10/12/12, E ETI-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 HETI- 11-3270, dated 05116111, HETI-11-3275, dated 10/20/11, BETI-11-3307, dated 10/03/11, BETI-11-3314, dated 10/20/11, BETI-11 3330, dated 01/16/12, HETI-12- 4052, dated 07/10/12, HETI-12-4054 and BETI-124065, 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. BETI-12- 4041, dated 10/12/12, signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous 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 BETI-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 (coNT1NOED) 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. BETI-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 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 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 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. _ 1 5�G7 I lshaq 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 (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 (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 (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 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. K(Submitted underprevious NOA No. 12-1204.12) 3. Laboratory compliance letters for Test Reports No.'s HETI-11-3269, dated 05/16/11, HETI-11-3270, dated 05116111, HETI-11-3271, dated 10/20/11, HETI-11-3272, dated 10/20/11, BETI-11-3274, dated 10/20/11, HETI-11 3275, dated 10/20/11, HETI-11- 3291, dated 07/15/11, 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, HETI-11-3329, dated 01/16/12, BETI--11 3330, dated 01/16/12, HETI-12-4040, 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-124054, dated 09/24/12, IiETI-124064, dated 09/24/12, and HETI-124065, 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 BETI-11-3269, HETI-11-3270, HETI-11-3271, HETI-11-3272,HETI-11-3274, BETI-11-3275, HETI-11 3291, HETI-11-3292, HETI-11-33073, BETI-11-3313, BETI-11 3314, BETI-11-3329, HETI-11-3330, BETI-1240405 HETI-124041, HETI-124051, HETI-124052, HETI-12-4053 , HETI-124054, 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. 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 (CONTINUED) 4. 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, HETI-11-3291, HETI-11 3292, HETI-11-3307, HETI-11 3313, HETI-11 3314, HETI-11 3329, HETI-11-3330, BETI-124040, BETI-124041, HETI-12-4051, HETI-12-4052, HETI-124053 , HETI-124054, 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.(Submided underprevious 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 underprevious 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 underprevious 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 underprevious 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 underprevious 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 (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 consists of editorial changes of FBC 2017 (61' Edition) code compliance. B. Test 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER) 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 then "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 interlayet", 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#14-0908.02, 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 (711' 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 "SentryGlasO (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. 1 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-5 SEE BE C0 E BET NOTE #5. NOTE 16. i m U 1 0 F i i j'j 0 4 t°J VJ 1i � off X-LP or RP-X 1 D/2T - RP RIGHT POCKET SHOWN (LEFT POCKET OPPOSITE) SEE BELOW NOTE 05. 1 t � I 0 L 0 1 0 A, a i� J f SEE a� a- .� _0 a• _� 2D/2T - XX or " XX-LP or RP-XX or LP-XX-RPI l D/'-- RF 20 2T / RIGHT POCKET SHOWN (LEFT POCKET OPPOSITE) 2D/2T - LP/RP a= a= a- r 3D/3T - XXX or LP_ XX or RP-XXX —&—s— .4 /3 3D/3T - LP RIGHT POCKET SHOWN (LEFT POCKET OPPOSITE) SEE BELOW y NOTE Q5. U /! o � o-j f L f rnf I BELOW stE BELOW NOTE #5. �5+� � .j r f All I Y � O U f ,aOFF C d-T 1m rf K r 4D/3T - XXXX or 4D/2T Y LP-XXXX or RP-XXXX or LP-XXXX-RP 4D/3T 4D/2T -' 4D/2T - LP/RP 4D/3 LEFT POCKET SHOWN (RIGHT POCKET OPPOSITE) NOTES: 1) REFER TO SHEETS 8 OF 14 OPTIONS AND DP CHARTS. 4D 2T - LP FOR GLAZING 2) REFER TO SHEETS 9, 10 & I OF 14 FOR TYPICAL CROSS-SECTION DETAILS. LEFT POCKET SHOWN (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 #15 & 16. UP j a= j� o-, j /F a= _t> --�--_- 2D/2T - OX 3D/2T - OXO 4D/2T - OXXO 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. 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 o �+ General Notes: M 1.) THIS DOOR SYSTEM IS DESIGNED AND TESTED TO COMPLY W/ THE REQUIREMENTS y a v O OF THE FLORIDA BUILDING CODE (2017-6th Edition & 2020 7th Edition) o �. O INCLUDING THE HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND m SIR Z A ASTM 1300-04. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 3 � 0 .G In 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING Z RE IS THE SUPERINiPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS z° o OF THE FLORIDA BUILDING CODE & TO BE REVIEWED BY BUILDING OFFICIAL. o w = q uo 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL DOOR a ti SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND AS TABULATED ON SHEETS 2, 6, & 8 of 14. Z 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE m ENGINEERED ON A SITE SPECIFIC BASIS, UNDER A SEPARATE APPROVAL AND TO ., A BE REVIEWED BY BUILDING OFFICIAL 6.) A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF 4 173 ANCHORS INTO WOOD ONLY. U 6.) DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE H.S. LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETS # 2; 5, & 8). 3 ti a a Z 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SEMM 3, 4, 8, 7, 9, 10, &110F14. a �2i 8.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND TO BE APPLIED o a W/ SILICONE. 11 m; -14 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO DOOR INSTALLATION. WOOD BUCKS TO BE CD ANCHORED IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CHAPTER 24. O 10.) APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS WITH FIXED MOVING PANELS, INCLUDING WITH OR WITHOUT (LH-RH) POCKETS.CIO W PANELS, ALL Ty 11.) MULLING DOORS WITH OTHER TYPES OF MIAMI-DARE COUNTY APPROVED Z A PRODUCTS USING A MEAMI-DARE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE DOORS OR MULLION CQ APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 12.) FOR METAL ATTACHMENT DETAILS & NOTES SEE SHEETS # 3, 4, 6, 7, 9, 10, & 11 OF 14. 13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSURLAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET THE FLORIDA BUILDING CODE. 3c 14.) POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET 8 OF 14, REFER 4 TO SHEET 11 OF 14 FOR ADDITIONAL DETAILS. 0 15.) POCKET WALLA ARE NOT PART OF THIS APPROVAL 18.) POCKET WALLS SHALL BE UNDER SEPARATE APPROVAL AND TO BE REVIEWED N $ n E BY THE ENGINEER OF RECORD (EOR). w.n Nag £ £ 0 E S ref LAMINATED GLASS :2! LARGE MISSII,E IMPACT aZ ; s > DOORS GLAZED WITH LAMINATED GLASS RATED FOR K$ o rc ¢ rc LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. a i m 6 c PRODUCT REVISED as=lyi x with the Florida Bugding Code NOA-No. 20.0901.06 00 Expiration Date 02/1312023 H N By Is;-7I.LiM�v. N ww3 W.-Dade Product Control a F DESIGN LOAD CAPACITY - PSF (STD. 2 1/4" SILL) NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE WIDTH HEIGHT Fr./IN. FT./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 70.0 56.7 78.8 56.7 68.8 8/0 (WITH STEEL) 8/0 56.7 55.0 56.7 65.0 X X X X DESIGN LOAD CAPACITY - PSF (WITH 3" SILL RISER) NOMINAL DOOR SIZES GLASS TYPE 'A' 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) 6/8 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 1 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. a �oOF RS SPACING LIMITATION: TYP. AT STILE ENDS Anchors not to exceed HEAD/SILL 6" MAX. Ty 10 1/2' D.C. at Doors smaller than 60" in cot th. A ` CORNERS I I 7/16" LAM. GLASS im i I i X I- X 5 'M c2 c� �/ �/ "� X _ r = o \ M W M J co o a7 a C> I rn o rn a rn . STEEL REINFORCING AS READ. SEE CHART AT LEFr NOTES: 1) REFER TO SHEETS 3 & 4 OF 14 111il 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 MISSILE IMPACT 2 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. }BULB VINri 17 -BULB 'AWI, 17 , DULD VIWL 17 --BULB VINYL 17 PRODUCT REVISED , t3/16" HEAT STRFN'D GLASS , -3/16" HEAT STREN'D GLASS , 3/16" HEAT STREN'D GLASS ` 3/18" HEAT STREN'D GLASS as complying with the Florida .090 INTFRLAYER } 090 PVB INTERLAYER t 090 SAFLEX HP 090 fWB SAFLEX Building Code SentryGloss by: a 1 ; Trosifol PVB by: a , r-2sar or Color Glass Interioyer a ` Clear or Color Glass Interlayer NOA-No. 20-0901.06 w r Kurcroy Americo, Inc. Ial Kuraray America, Inc. w by: Eastman Chemical Co. W by: Eastman Chemical Co. I r Expiration Date 02 /1312023 Cp A -3/16' HEAT STREN'D GLASS m 11 , f-3/16" HEAT I 6-D GLASS m I �3/16" HEAT SLREN'D GLASS m 3/16" HEAT STREN'D GLASS to �TRE IUCOPIEt-WCONEISILICONENEgyCHPIEE-PdOREHEAD 5731 ` SCHNEE-NOREHFAD 5731 F\\ 9'L--E MOREHEAO 5731 SCHNEE-MOREHFJ O 5731 Mlami-Dade Product Contr1O'N CORPIPIG89I399 ap 1 I ! OOW CORNIPIG 899 a0 g '< 1 %OOW CORPIIPIC 899 MCO SPECTRU�A 2 �t'IIIII i1111T.t TREMCO SPECIRUM 2 �1(I(I'..14'�REMCO SPECTRUM 2 � � I I TREMCO SPECTRUM 2 J ICI 1 A 7F"11 GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'CGLASS TYPE 'D' GLAZING DETAILS C F � U m'a 4 v m W) inC O 0 A o w °o' � c 2 A J Z � A m2a ti V 5 ti H A ai o � � �z a H c C z � R cD 0, A A I Co P. a „� J. '`ti c I . 'L CV 'L6 5• . 'A m D7 Grout of Minimum 5 Ksi ICAL ANCHORS PAIRS ELEV. FOR SPACING •7�-LAMINATED GLASS 'I s Illl 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. 4/4' TAPCON or APPROVED EQUAL BY FOR V/ 1 3/4' MIN. EMBED. INTO 3.2 Ksl Conc. @ 6' FROM CORNERS 6 SEE ELEVATION AT SHEET 2 OF 14 FOR MAX. SPACING. .AL ANCHORS IN PAIRS El". FOR SPACING TYPICAL ANCHORS IN PAIRS SEE ELEV, FOR SPACING AL ANCHORS IN PAIRS ELEV. FOR SPACING PRODUCT REVISED as complying with the Florida Budding Code NOA-No. 20-0901.06 Expiration Date 02 11312023 By Miami -Dade Product Cgn-tm1 TYPICAL ANCHORS IN PAIRS bIKOUtUKL 14 SEE ELEV. FOR SPACING ca O a z KsMI hT \ N 0 u, Q �p s o s li f. QTR iC`.TRRE ATTACHMENT DEI' D C z r J Z O G O 07 at i 4" Min. N. ALL STEEL IN CONTACT WITH ALUM, TO BE PAINTED OR PLATED. co 2 dge Dist. 2. METAL STRUCTURES: A) STEEL : Fy - 36 KSI MIN. C7 GT Z 1 O TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING (STEEL 12 GA MIN. THICK = 0.1057 B) gWMINUM 6063-T5 MIN. ti H O O W (N_UM. 0.078' MIN. THICK) tj a MIAMI-DARE COUNTY APPR'D MUWON rn N.W TTW SEE SEPARATE NOA y� I'�'-I U 3 4" Min. CQ :dge Dist. w e. L STRUCTURES NOT BY LAWSON IND. MPOSED BY GLAZING SYSTEM AND ����llll Go BUILDING STRUCTURE. TYPICAL ANCHORS: 'SEE ELEV. AT SHEET B FOR SPACING a `o0 0 0 ANCHOR TYPE CHART IN CONC. or MASONRY min. ANCHOR OPTIONS HEAD-SHI JAMB Embedmca Edge Dist Concreta ELCO ULTRACON 1/4" 1/4" 1 3/4' 1" 2.85 Ksi BUILDEX 1/4" - 1 1 3/4' 4" 3.2 Ksi BUILDEX - 3/16" 1 3/4' 3" 3.2 Ksi ANCHOR TYPE CHART IN 2X WOOD BUCK min. ANCHOR OPTIONS HEAD -SILT. JAMB Embedmen Edge Diet. 2s Wood ELCO ULTRACON 1/4' 1/4' 1 1/4" 1' .55 SG BUILDEX 1/4" - 1/4" 1 1/4" 1" .55 SG S.M.S. (Into 2X) #12 #12 1 1/4" 1" .55 SG N C� LL LL LL O ti$ N C a R. y tav .a E N e 3 3 3 ^aI « - - E E E tv a a s'o u u u W A v xHcc w A 1 /4" DRILLFLEX SELF DRILLING SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) « o d m e ci d n a ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) INTO APPROVED MULLIONS (NO SHIM SPACE) TYPICAL EDGET'PICALEDGEDI�ANCE (1/4-) INTO CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON) (1/4") INTO CONCRETE AND MASONRY = 4" MIN. (TTW BUILDE'6) x , -; t -• (3/16' INTO CONCRETE AND MASONRY = 3' MIN. (ITW BUILDEX) INTO WOOD STRUCTURE = 1" MIN. ypy��ppppya-::%, .v1 INTO METAL STRUCTURE - 3/4' MIN. SEALS a :; FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL \ q SEALED WITH WHITE/ALUMINUM COLORED SEALANT. ANCHORS IN PAIRS 4 FOR SPACING TYPICAL ANCHORS W PAIRS •.\ SEE ELEV. FOR SPACING ° 1/4" MAX' 1 /4" MAX. SHIM Y: • � SHIM — — DISTAL STRUCTURE ATTACHMENT DETAIL NOTE •' ° >. 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. • X, y°H`I'°� 2. METAL STRUCTURES: • METAL A) STTiEL : Fy 36 KSI MIN. (STEEL 12 CA. MIN. THICK = 0.105') IN. STRUCTURE7�7, (ALUM. 0 078" MIN. THICK) MIN NOTES: 1) REFER TO SHEET. TI OF 14 EMBFA FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 3 OF 14 VCAL ANCHORS IN PAIRS FOR VERTICAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 3 OF 14 ELEV. FOR SPACING PANEL WIDTH FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 2 OF 14 " MAX O O FOR MAX. ANCHOR SPACINGS. iHIM 1/4" SHIM 2BY WOR OO BUCK WOOD (;iURI _1 1/4'_ (MIN. EMBED.) NOT REOD ON U ®6/0 X 6/8 SIZES SEE CHART ON SHEET 2 OF 14 EXTERIOR 2D/2T - XO (Shown DOOR WIDTH 2D/2T - OX (Reversed) PRODUCT REVISED m oomplylno with the Rodda BuOUdino Code NA -too. 20-0901.06 Expiration Date 02 113/2023 By 1s�-21-4'4,nn Miami -Dade Product Central S IN PAIRS SPACING o w C, O 6 0 D O 4v z a z> a r7 to o go M ti C h N g z o Z z CL2 o k ® �z a CDx CQ o C1J a a I o POLL N O N 3G P o m ^ U ] U \ '�NLL m ego LL N v E N u 3 3 3 vA,O O o $ u Q oho Z? a o g x z 5§rcg o rc z m �$ �d it ai d d z �caCu; '.ii57�Dd6 t='• -,X c U e•lr-� ill Cr: 1 1114, a � oxxo OXO APPROVED CONFIGURATIONS (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) BULB VINYL 17 3/16' HEAT STREN'D GLASS 090 PVB INTERLAYER a siiol by. TL;TREMCO W aroy America Inc. C Z m 16" HEAT STREN'D GLASS SUCONE �O g SCHNEE-MOREHEAD 5731 DOW CORNING 899 ED SPECTRUM 2 GLASS TYPE 'E' BULB VINYL n 3/16- HEAT STREWD GLASS .090 INTERLAYER d SentryGlass by: Kuraray America Inc. m 3/16" HEAT STREN'D GLASS Z En SILICONE N pO g SCHNEE-MOREHEAD 5731 DOW CORNING 899 TREMCO SPECTRUM 2 GLASS TYPE 'A' GLAZING DETAILS 196 1/4" MAX. 13" MAX. TYP. DOOR WIDTH CLUSTER OF AT HEAD/SILL 4 ANCHORS _ 6" MAX. T �A2 AT STILE ENDS i \HEAD/SILL CC I II I I I I I I I I I I "1 1 1 1 o u Q 7/16' OVERALL LAM. GLASS Q O II Q C2 Q Q Q � u U Q Q' Q U Q 30 Q3 Q Q Q o STEEL REINFORCING AS REOD. Q Q a: In M a' i I 44 3/4" MAX. NOTES, o W 50" MAX. D.L. OPG. 1) REFER TO SHEETS 6 & 7 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. PANEL WIDTH 50" MAX. i ~ 2) REFER TO SHEETS 6 OF 14 m N so PANEL WIDTH FOR TYPICAL ANCHORS AND NOTES. a ii W N m 4 DOOR - TWO TRACK "OXXO" TYPICAL ELEVATION LAMINATED G�LACT N N TESTED UNIT LARGE MISSIL a as 4 ° o E Nos 3 3 DOORS GLAZED WITH LAMINATED GLASS RATED FOR a E o LOAD CAPACITY - PSF LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. 7a a75 e � DESIGN GLASS TYPES 'A' OR 'D' PANEL WIDTH NOMINAL FT./IN. DOOR HEIGHT Ff.AN. 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 6/6 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 3/6 4/0 8/0 40.7 60.0 56.7 60.0 50.0 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 complying with the Florida Building Code NOA-No. 20-0901.06 Expiration Date0211312023 gy ISM I L%�n MlamF-0ade Product Control PANEL MAX. D.L.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" 4/11 X 6/8=55-3/4" X 74-3/4" 3/0 X 8/0 = 32-3/4" X 90-3/4" 4/0 X 8/0 = 44-3/4" X 90-3/4" N N 4 N a w a z 1 3/4' (MIN. EMBED.) . L. Q o_ 1 3 4^ . (MIN. BED.) Z. 39 Non-Sbrink, Grout of Mil TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS 1" Min. hSEEFOR SPACING Edge Dist. BUCK 3/4"N. EMBED.) ' • <� r� 1 1/4" (MIN. BED.) -7/16'-LAMINATED GLASS u 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. :AL ANCHORS IN PAIRS 0". FOR SPACING TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING / 2BY Wood Buck Substrote or Wood Strvlure w/ (SG) Specific G ity= .55 min. (Typ.) fl ii X 2 a PRODUCT REVISED W U as complying with the Florida Building Code W into E Of HOA-No. 2"901.06 it t` Expiration Date 02/1312023 J LU V) Ry I sZ 1- c to In = UI !/16" or 1/8" 1- n = U) Miami -Da a Pro uct Control SILL RISER 7 W ,ADHERED WITH -N w CLEAR SILICONE U) FULL OF UNITSILL 22 30 II I 19 J� { a D 2 \� r7 0 W 4^ � -• a I" WEEP NOTCH 4 ' . • AT EACH ENO M11.1a 1/4' YAPCON or• APPROVED EQUAL BYJE.R,31PICAL ANCHORSTl'P. W/ 1 3/4' MIN. EMBED. INTO 3.2 Ksi Co2 PER CUPFROM CORNERS 6 SEE ELEVATION AT S 5 OF 14 FOR MAX. SPACING. tclik TYPICAL ANCHORS IN PAIRS Ksi SEE REV. FOR SPACING / e i -� y cot 3 F9tch evywd VI to { Mvtul ThkNn.ss m SO 1 : J T-"--TMF.TAI. STRUCTIME ATTACT NT DET RS 1 ? Z 1 11. ALL STEEL IN CONTACT WITH to W i : S 4" Min. ALUM. TO BE PAINTED OR PLATED. E Age Dist. 2. METAL STRUCTURES: Ai)STEEL : Fy = 36 KSI MIN. TYPICAL ANCHORS IN PAIRS (STEEL 12 GA. MIN. THICK a 0.105") SEE ELEV. FOR SPACING B) AWMINUM : 6063-T5 MIN. (ALUM. 0.078' MIN._THICK) a w c � � a AO ce V U! MIAMI-DADE COUNTY U F: .� MAPPFeD I SEE SEPARATEC NOA 14 LT TWIN ss 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. TPYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING ANCHOR TYPE CHART IN CONC. or MASONRY min. ANCHOR OPTIONS READ-SIM JAMB Smbadmea Edge DIt. Concrete ELCO ULTRACON 1/4" 1/4' 1 3/4` 1' 2.85 Ksi BUILDEX 1/4" - 1 3/4" 4' 3.2 Ksi BUILDEX - 3/16" 1 3/4' 3" 3.2 Ksi ANCHOR TYPE CHART IN 2% WOOD BUCK min. ANCHOR OP140NS READ-SnL JAMB Drab dmxt Edge Diet" 2s Hood ELCO ULTRACON 1/4' 1/4' 1 1/4' 1" .55 SO BUILDER 1/4' 1/4' 1 1/4' 1" .55 SG S.M.S. (Into 2X) _ �12 Q72 1 1/4' 1" .55 S0 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) 0 SM INTO APPROVED MULLIONS (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 BUILDEX) (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. ®H 4 ZZ�-.1I U @ F o W a � W b CQ CQ E $ co m G3 0 n c, 4 N'oO E N N N 3 y 9 N u 3 3 3 y ram° E E O E O S v ° ° ° z a o 0 0 :L Z ��3orczag t Ca dl 3 0 Li zi k C ai�e rt oze m�e U1 7. sGG. N �I �cci Im TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING PANEL WIDTH MIN. EMBED. a °� O 1 /4" SHIM 1 /4" SHIM 0 q v X MAX. m n MAX. e' .. M 04 ^ x z D.L. OPG. e e D.L. OPG. 7 3 ., '~" c e Q o 0 3 8 U I I 6 �..e mpvl a A� - 07 m 4 5 16 16 S 24 ~a W g CL 2 U" U t12 ___ - --- - - — —_ _ _ A a, � a a 21 O O 17 N Cl) x 11 9 25 5 IIII�II�I 8 10 •e F C MM. QABF71) SCREENS OPTIONAL v ••i'•'•• — 0 4 CZ D.L. OPG. O ink EXTERIOR Lay U) PANELOW . WOOD BUCK \� 4D/2T — OXXO a 0 o DOOR WIDTH �'i A NOTES: 1) REFER TO SHEET 5 OF 14 � A FOR GLAZING OPTIONS AND DP CHARTS. A tt + 2) REFER TO SHEET 6 OF 14 asROmPlyi 0 with the Florida z ry] FOR VERTICAL CROSS-SECTION DETAILS, BuDding Coda NUITNo. 2Q-0901.06 3) REFER TO SHEET 6 OF 14 FOR TYPICAL ANCHORS AND NOTES, cation Date 4" SHIM �- 4) REFER TO SHEET 5 OF 14 PANEL WIDTH 1� MAX. FOR MAX. ANCHOR SPACINGS. 1/4" SHIM f WOOD But By Is -7 !• Ll,.y N 30 U j MAX MlamFDade Product Control N u N LL LL o o ff-,,�Vr D.L.O. D.L. OPG. 9 O. N 9 E �+ q '! •p �� Hos 3 3 30 �03 - .r 0) oy - - - O r i« E c E 23 8 u u W q 4 628 a 'Y I..I m U C Q C 17 IIIf�I�I B 1030 . a I I/4'� (MUL EMBED.) SCREEN PTIONAL [+yvgN ^i N O('2 TYPICAL ANCHORS IN PAIRS O D.L. OPG. SEE ELEV. FOR SPACING O EXTERIOR - PANEL WIDTH 1 7/4' o6 3D/2T — OXO (MIN. EMBED.) ems DOOR WIDTH 6 A POCKET WALL SEE NOTE B3. (Tn'.) s L XX or XX-RP or LP-XX or RP-XX-LP 1 t m F � P0. I Li t r t,J p�' POCKET WALL SEE NOTE �13 r i (TIP.) XXX or RP-XXX or LP-XXX F 7 I + 0 a-i I L + a'f PANEL MAX. D.L.O.: Irl 3/0 X 6/8 = 31-1/2" X 74-1/4" r 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" WITH & WITHOUT POCKETS (FOR PANEL STACK CONRGURATIONS SEE SHEET 1.) BULB VINYL f7 BULB VINYL 17 3/16- HEAT STREN'D GLASS 3/16' HEAT STREWD GLASS 090 PVB Interloyer Saflex CP-Saflex & Saflex HP 090 PVS INTERLAYER by: Eastman Chemical Co. Trosifol PVB or Ld �= or Tros fol PVB by a h (�) SeniryGlass by: Kuraray America Inc. Kuraray America Inc. 3/16" HEAT STREN'O GLASS 3/18" HEAT SiREN'0 GLASS z SILICONE N SILICONE DOW CORNING 899 DOW CORNING 899 I. 40 4� .I. 40 I. GLASS TYPE 'A' GLASS TYPE 'B' GLAZING DETAILS 189 3/4 TEST DOOR WIDTH w/ SINGLE POCKET .L NnN-POr.kFT MAX_ WIDTH 191 1/4" 13 1/4" MAX. TYP. C4 ANCHORS AT HEAD/SILL AT STILE ENDS 6" MAX. TYP. POCKET q3 HEAD/SILL CORNERS SEETMP �iDTE i N N II A � dN i m N N'PRODUCT II N REVISED Nos complying with thin Flerldn8 II N i 3 < r X I F C3 j D N Building Code N N iton�lo. 20-0901.06 II N I Q i w N Expiration Date D211312023N � Illy I sM7 f . G:r "k 6 ,/ E2 ,� N , h -IM a ¢ N dliaml-Dade Product central C)Q D N NI o N 6 II u CL + 0 z N 7/16' OVERALL LAM. GLASS 0 STEE7. REINFORCING II i a l O B 8 AS READ. N p N N I I Q U I I s m B3 II N N N io x u x N o ¢ x II x NI o, ---- - 48 3/4" MAX. __._. ....__.. 43 1/2" MAX. 49 1/8" MAX. .....�. ' J NOTES• 1) REFER TO SHEETS 9, 10 & 11 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. D.L. OPG. 4 DOOR - THREE TRACK "XXXX" TYPICAL ELEVATION TESTED UNIT ' i TYPICAL ANCHORS AND NOTES. 3) FOR POCKET WALLS SEE GENERAL NOTES #15 & 16 AT SHEET 1 OF 14. DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. PSF (3" suL) LAMINATED GLASS GLASS TYPE 'B' LARGE MISSILE IMPACT DP CAPACITY - PSF (8 1/4" SILL) DP CAPACITY - NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'A' WIDTH HEIGHT FT./IN. FT./IN. EXi. (+) INT. (-) - EXT. (+) - INT. (-) -- EXT.. (+) TNT. (-) EXT. (+) INT. (-) 8/6 (2DR) (W/ 1 STEEL) 8/0 56.7 68.0 56.7 68.0 6&O 68.0 68.0 68.0 (W% 2(2DR) 8/0 56.7 68.0 56.7 68.0 68.0 68.0 (�)68.0 - (')68.0 12/0 (3DR) (W/ 1 STEEL) 8/0 56.7 68.0 56.7 68.0 - - 68.0 68.0 12/0 (3DR) (W/ 2 STEEL) 8/0 56.7 68.0 56.7 68.0 68.0 68.0 68.0 68.0 M 16/0 (40R) 8/0 53.3 60.0 53.3 60.0 60,0 60.0 10. 0 60.0(W/1STEEL)16/0 (4DR) (W/ 2 STEEL) 8/0 53.3 68.0 53.3 66.0 68.0 68.00 68.0 (*) 2dr/3dr DOORS MEET +76.7 & -78.0 DP w/ "Dupont 0.090" SGP Laminate it Fa `r°' rn2 III Fl I 1" Min. IN AC 1/4' TAPCON or APPROVED EQUAL BY FOR Y/ 1 3/4' MIN. EMBED, INTO 3.2 Ksl Conc. a 6' FROM CORNERS A 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 \2BY Woo Wood t Buck Substrate Wood Structure w/ (SG) Speti}ic Gravdy= .55 min. 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 Ot v PRODUCT REVISED R ¢ as complying with the Florida O- Building Code w awi 0NOMIo° 2"901.06 <n a O: Expiration Date 02 11312023 O �n � By !sFI.Lb, v1'0IIGam roControl �„ d'.; 1/4' TAPCON or APPROVED EQUAL BY FOR V/ 1 3/4' MIN EMBED. INTO 3.2 Ksl Conc. 2 6' FROM CORNERS S. SEE ELEVATION AT SHEET 8 OF 14 FOR MAX. SPACING. TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING �m3 Rich 8eyarq I-_— iWtluuasN yyNetnl Q 0 y O U 6., o O o maul q A m Z � Z OEd N METAL BTROCTURE ATTACHMENT DETAILS m2a '��+ a tri Z CQ N I CD CD I1OTE: . ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: S A) STEEL : Fy — 36 KSI MIN. 'J W �j 02 W .] (SIEEI. 12 GAMIN. THICK = 0.105') B) ALUMINUM : 6063—TS MIN. y 4 Tn M m (ALUM. 0.078' MIN. THICK) k MIAMI—DADE COUNTY ® C Z 9 SEEAPPS ARATEMULU SEE SEPARATE NOD. MeW 1Hclm� r[� I V, C 94 � Ul e v O O C\2 w � IAWSON IND. y� ,� L7 w' TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING o `o m ANCHOR TYPE CHART IN CONC. or MASONRY min. ANCHOR OPTIONS HEAD —SILL JAMB Embedmen Edge Diet Concrete ELCO ULTRACON 1/4" 1/4' 1 3/4' 1" 2.85 Ksi BUILDIX 1/4' — 1 3/4" 4' 3.2 Ksi BUILDEX — 3/16' 1 3/4° 3' 3.2 Ksi ANCHOR TYPE CHART IN 2% WOOD HUCrL min. ANCHOR OPTIONS HEAD —SOS JAMB Embedmen Edge Dist. 2s Wood 0.00 ULTRACON 1/4' 1/4' 1 1/d' 1' .55 SG BUILDEX 1/4' 1/4" 1 1/4" 1° .55 SG S.M.S. (Into 2X) j�12 #12 1 •1 1/4' l' .55 SG N3G A NCO LL Co U c �m �a3 a a Ny B q q N CN r I _ _ E Eo _ E c u oho m 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 PAINED) 410 S S INTO APPROVED MULLIONS (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 BUILDEX) (3/16') INTO CONCRETE AND MASONRY - 3' MIN. (ITW 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. 44'U 3 oil ti dig J. ou WOOD BUCKS NOT BY LAWSON IN➢. MUST SUSTAIN IMPOSED LOADS •° 1... •-•rii iII •, 13 6 b'•° • ,•D '� i � 28 l 16 a �— X --1 _ . _., •r�- SCREEN DOOR PANEL C3 (OPTIONAL) BUCKS NOT BY LAWSON IND. SUSTAIN IMPOSE➢ LEADS SILICONE ADHESIVE "u COMPOUND �7/16-1-13.. LAMINATED GLASS r 11 CLEAR /iBEDD NG IC MPBUND LICONE HESIVEf-BEDD NG IC MPGUND ADHESIVE (OPTIONAL) v EXTERIOR DOOR WIDTH (142 1/2') 3D/3T — XXX 7/16-INS. LAMINATED CLASS 29 CLEAR SILICONE ADHESIVE 1-BEDDING COMPOUND SCREEN DDDR PANEL � - - (OPTIONAL) l L l EXTERIOR 2D/2T — 1/4-GAP of �OLM MAX. L'` L11\ m . m c A r4 z v o a° A fir 13 #12 X 2' f.H./PHI.-S.NS. W/ 1 1/4' MIR EMBED. INTO 2X 2 STEEL BARS REOD. ON ZQk .o = p m ` P.T. WOOD BUCK (SEE SHEET #9 SQES LISTED IN DP FOR FASTENER NOTES AND N W = 2 a C p --1 .` CHART W/ PRESSURES ELEVATION AT SHEET 0 8 FDR SHOWN ON SHEET 8 OF 14 FOR FASTENER SPACING) GO $ C. V c \, �z� o 2X T. ti A N m J d . Z i�q n is •t;t% 1 ,•a. •�a•ia.a. a 2 dy, d W 94 Py - =� ''•`- .'•:'• . ;�}. I STEEL BAR REQD. ON W o d SIZES AS LISTED IN DP [i F � C4 CHART W PRESSURES U o SHOWN ON SHEET 8 OF 14 � s,......._�_ EXTERIOR GRAD E } 1/4+ PERINETER CAULKING A o (NW. EUBFD.) NOTES: 1) REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 9 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. O U U U � 4) REFER TO SHEET 8 OF 14 N o„ FOR MAX. ANCHOR SPACINGS. /� 1/4"GAP f 1 a �OaNNr� MAX. / , J N y E N9„ 3 3 3 Ja py„ '=9 E E J / .a'1 INTO X 2' FJi✓PHI.-INTO z90 1 « '1 L4' MIN. EMBED. TD 2% y ai �•� o dl�i / P.T. WOOD BUCK (SEE SHEET #9 ¢° „ c n „ FOR FASTENER NDTES AND gg / ELEVATION AT SHEET 11 8 FOR FOR FASTENER SPACING) .n ad dl3 m tii 2X T. PRODUCT REVISED " : e'•Q as complying with the FlaHda _ 28 <- Building Code o N = (rj N C - -_ NOA-No. 20-0901.06 By 5Z oz� i II 16 '.+• J'�•`at Expiration Date02 M312023 49ft i. y IS«.�I.L(n AV�i r�• �y:----'-' }t.�':t�•iI ,I,�:u'`�:':'; Miami-0ade Product Control •, / EXTORTER GRADE-) PERIMETER CAULKING 1/4" MAX. SHIM 1/4- TAPCON or APPROVED EQUAL BY EOR• W/ 13/4' HIN. EMBED. INTO 32 Ksl Conc > 6' FROM CORNERS & SEE ELEVATI13N AT .n SHEET 8 OF 14 FOR MAX. SPACING. G 1 37 3 ------------------- ---------------- e. BEDDING COMPOUND --1 39r_ 1 ,v o0 I """+'•K.'•-�; EXTERIOR GRADE PERIMETER CAULKING (MIN. EQBEO.) TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING SEE REV. FOR SPACING 1 /4" MAX. 1/4" MAX. SHIM SHIM m% NOTE: CLEAR SILICONE ADHESIVE STEEL BARS RECD. AS BEDDING COMPOUND USTEC IN DP CHART W/ 33 PRESSURES SHOWN ON SHEET 8 OF 14 C---_-::1 EXTERIOR TEST DODR WIDTH (190 5/8') 4D/3T — XXXXP e MATRU�ATTAC�NT DF:fAIIDL"fAII. NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. METAL 2. METAL STRUCTURES: e STRUCTURE A) STEEL : Fy = 36 KSI MIN. ed • (STEEL 12 GA. MIN, THICK - 0.105-) 8) ALUMINUM : 6063-T5 MIN. I•de ... (ALUM. 0.078" MIN. THICK) N12 X 1 3/4' F.H✓PHL SMS W/ 1 1/4' MIN, EMBED. INTO 2X P.T. WOOD BUCK ( SEE OPTIONAL INSTALLATION DETAILS AT SHEET 12 OF 14 > a m 1 FOR POCKET WALLS v~j Qa SEE GENERAL NOTES #15 & 16 AT mpN SHEET 1 OF 14. 3 v i-a Z `..i (E1K:E1 Dlsr.) NOTES: 1) REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 9 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 8 OF 14 FOR MAX. ANCHOR SPACINGS. SCREEN DOOR PANEL (OPTIONAL) ' PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0901.06 Expiration Date02 /13/2023 By 1 s-7 1 • L ,--.:. Miami -Dade Product Control - y Co a E � W CD CQ m o z (m 'KET DEPTH N 3o F yy` N QOa N N Na t�V 4 � 8 o N=« r _ E o _ o E , 0 S Fj v u° . 000 z z A av?x a a v �ddl3 of Li d � q y is; _'riles �e , 'ice . m � ,o •S' � 1pUV E+Pi h, 0�w . a reR •1`J9 Is7. �, •i1 d A 3 TRACK FRAME REWARKS 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T5 ALUMINUM 6063-T5 ALUMINUM 6063-T5 ALUMINUM 6063-T5 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T5 ALUMINUM 6063-T6 ALUMINUM 6063-T5 ALUMINUM 6063-T5 ALUMINUM ULTRAFA➢ #QB6757DK 187'x.310' (7830-6001-1) 187'x.210' (7820-6001-9) 1/4' D.D. 13/16' X 1 1/2' 2 X EA, MVG, ➢OT. RAIL k8 X 1/2' F,H./PHIL, 6063-T6 ALUMINUM 410 X V SMS F.H./PHIL. 6063-T5 ALUMINUM #10 X 5/8' PH/PHIL. 1/2' X 1 1/4' (36 KSI) 1/2' X 1 1/2' (36 KSI) 3/8' X 1' (36 KSD W/ HANDLES & KEEPER See Glazing Details 6063-TS ALUMINUM 6063-T6 ALUMINUM Schnee -Morehead 5731 Dow Corning 899 Tremco Spectrem 2 RIGID PVC RIGID PVC #8 X 1/2' P.H. PHILLIPS #10 X V P.H. PHILLIPS #12 X 1 3/4' F,H,/PHIL, SOFT PVC 1/8' x 1/8' x 2'L. x Schnee -Morehead 5504 DSI POLYSEAMSEAL x 1 3/4" MIN. EMBED. ° NOTE; 1. FOR ANCHOR TYPES SEE NOTES AT SHEETS 3, 6, & 9. 2. FOR POCKET WALLS SEE GENERAL INTERIOR NOTES #15 & 16 AT SHEET 1 OF 14. TYPICAL ANCHORS AT 8" O.C. , o SEE ELEV. D n FOR SPACING a ° 8 2 — 17 is m z a I � • w ^W zLn o c mon G M � t N 104 INTERIOR 0 lz.. C moosDi ;E ;;�1 i-� 17 31 4 u�0�a �l'ON— Ld a 17 t '•. a-` '•° w ; STEEL BAR REQ 17 o �zDf w/ DP sops e N Z o @ EXTERIOR <'. TYPICAL ANCHORS �L 0OVE a 35 C :qc AT 8" O.C. SEE ELEV. FOR SPACING m 7• v ,�i,. 1/4" MAX. m SHIM 1 3/4" MIN. tray F O k EMBED. EXTERIOR N x CQ o A POCKET DOOR HOOK ATTACHMENT DETAILS I�z � Fiexble Viny! IFFVCI Com ostlon-Team Plastic: Inc. -1. FFVC8Iacic Compound No.7200-75 PHYSICAL ASfMNO. DmamdcrH.d.•ess'A', 10 see 75 D-2240 SPairm Gavity 1.45 D-792 Tens& Sft=gth,PSI 1640 D639 ultimate Elmlytiaq % 340.0 D-638 Madulm@100"/,Elongation, PSI 765.0 D638 Ion aBrhdmess, 31.0 D-746 FPVC White: Compound No. 7267-75 PHYSICAL ASTM NO. DoromdetHerd,ea'A'. 10 sec 75 D-2240 SP.M. C-viry 1.45 D-792 Tmile Sumgm, PSI 1640 D-08 Ullh.ale Elon8u..4 % 325.0 D-638 Modulus®100-1.Mongadon, PSI 765.0 D-08 Im Btdlcocs, 30,0 D-746 Ohm N e O m^ � N U U LL LL U cIs. LL� o o N y E E .° o ao o u E ° u r0 q =a a'o z z sm'�vv _o C a C K K G 9g —o q4 tl 3 of ci d i a a AEA;4441E 1a:g.. '= PRODUCT REVISED o -�••°,� r+'sr. as Irng with the Florida w _ T° ,.✓;� ••. :.:;v BuBding ode ot,o '�,�,:'•`" . c� „i: `�.�•,, '' 'z,,.•=. NOA••No. 20-0901.06 0e. ; ::: ' Expiration Date 0211312023 BY o ci 4.:• NIIamEDade Product Control O N r r•', {t, ^�:,�.=^'�'% - w D i4 O ��l� 0 1 0 N O J O 'n V O 2 O O--.t m D m O I y N W fA I. O O � 00 ZO O O T 0O O O I r �' O C O Oo r � N N I A © ? CIA O eev111 A N 0 b) m� m N N �~ O F N N A L n L7 O 7� 00 O m co V O O F-�•�1� ©I V o O O J � o V N m O T$OMAS L SOTOS PROFESSIONAL ENGINEER FL LIC. 8 56225 vrid "• ; % ": [fib 5522 .i � ; 74• U ,(lQe 7.5L4 DATE:_ v Amen Bµ N. ERAZO fi' t .d Dw D A O m z m m C Me & 12-0127.06 •j� T panels w/ or LA VS ® 1 ��Y/ 8501 N.W. 90 ST. w 2010 FBC MEDLEY, FLORIDA 33166 )14 FBC Dus rizl Nc. PH No. (305) 696-8660 )17 FBC )20 FBC MANUFACTURER OF QUALITY ALUMINUV WINDOWS AND GLASS DOORS oe/26/12 SGD-9200 ALUMINUM SLIDING GLASS DOOR (L.M.I. B""oe/I7/20 EXTRUSION DETAILS & FRAME AND PANEL CORNER ASSEMBLY DETAILS Raduct A hrrnn Xumcsr. D.cmtna xunem. shx!• xnv(don t: L9200-1201 12 of 1a r TROMA3 J. SOT03 PROF66370NAL IiNGBAB2R FL LiC. � 66226 d 552d5 n i 2Q20 ri. u` 4s,lA1:�Is cs'rDhlstaoD�b DATE:_ A. �Ravlses�NOA 12-0127.24 de 12-0127.06 LA ,�j �j�% ��{ ® ]� T & to include. Multi —Slide door panels w/ or r/,jI1pL CN/(�7/ j�@J, 1 �'9Y/ 8501 N.W. 90 SL w/o pockets and to comply w/ 2010 FBC MEDLEY, FLORIDA 33166 B. Revised to comply w 2014 FBC I 8 C • PH No. (305) 696-6660 C. Revised to comply w 2017 FBC D. Revised to comply w 2020 FBC MANUFACTURER OF QUALITY ALUMINUM IiINDOWS AND GLASS DOORS x'" N. ERAzo °"'D 09/26/12 SGD-9200 ALUMINUM SLIDING GLASS DOOR (L.M.I.) aut:.a av: Dale Rae4ea: N. ERAZO 0e/17/20 EXTRUSION DETAILS, REINFORCEMENTS &FRAME CORNER ASSEMBLY DETAILS i�Wfon I e D Saatc Redaet Ayum,ee flwMar. DrmroG�q NbnEon ShacL• lloafalon 9: LE200-1201 14 OF 14 I