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HomeMy WebLinkAboutREVISION 1-18-18PMENT OF REGULATORY AND E( AND CODE ADMINISTRATION DI ICE OF ACCEPTANCE ion Industries, Inc. NW 90d Street. ev. FL 33166 r MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION VIIC RESOURCES (RER). 11805 SW 26 Street, Room 208 N T (786) 315-2590 F (786) 315-2599 1A) www.miamidade.aov/economy OPE: is NOA is being issued under the applicable rules and regulations governing the use of construction materials. 1 e documentation submitted has been reviewed and accepted by Miami Dade County RER-Product Control ection to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). I 'his NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control ection (In Miami -Dade County) and/ or the iAHJ (in areas other than Miami -Dade County) reserve the right to ave this product or material tested for quality assurance' purposes. If this product or material fails to perform in e accepted manner, the manufacturer will lincur 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 determinedlby Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein; and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SDG-9200" Aluminum Sliding Glass Door (Steel reinforced)- L.M.I. APPROVAL DOCUMENT: Drawing No.IL9200-1201 Rev C, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12 and last revised on NOV 21, 2017, signed and sealed by Thomas J. Soto, P. E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. See Design Pressure (DP) Vs door size, I glass type, reinforcements, sill type and configuration in sheets 2 sheet 5 and sheet 8. f 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 or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the s e t shall be done in its entirety. ! r 1. INSPECTION: A copy of this entire NOA shall be provided to the user by fac r s o and shall be available for inspection at the Job site at the request of the Buildin O ° t This NOA revises & renews NOA 014-0908.02 and consists of this page 1 i "e `4 3 E-4 and E--5, as well as approval document inentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. riwMwaaecaurm Expiration Date: February 13, 2023 Approval Date: January257, 2018 Page 1 � ���� •fie �o�y� i SCANNED by MI- ADE BMW bounty MIAMI DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 1-rRTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 OARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 ►TOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economv awson Industries, Inc. 501 NW 90'h Street `edley, FL 33166 This NOA is being issued under the applicabl The documentation submitted has been revie Section to be used in Miami —Dade County a (AHJ). This NOA shall not be valid after the expira Section (In Miami —Dade County) and/ or the have this product or material tested for qualit the accepted manner, the manufacturer will revoke, modify, or suspend the use of such pi to revoke this acceptance, if it is determined or material fails to meet the requirements of tl This product is approved as described herein, including the High Velocity Hurricane Zone. .DESCRIPTION: Series "SDG-9200" Alur APPROVAL DOCUMENT: Drawing No. Glass Door (LMI)", sheets 01 through 14 of NOV 21, 2017, signed and sealed by Thoma Section Revision stamp with the Notice of Ai Product Control Section. MBSILE IMPACT RATING: Large and 1. See Design Pressure (DP) Vs door size, sheet 5 and sheet 8. 2. See pocket installation detail in sheet 11 a 3. Applicable Egress requirements to be rev LABELING: Each unit shall bear a perman and following statement: "Miami —Dade Cou ii RENEWAL of this NOA shall be considere change in the applicable building code negatil ales and regulations governing the use of construction materials. d and accepted by Miami Dade County RER—Product Control other areas where allowed by the Authority Having Jurisdiction on date stated below. The Miami —Dade County Product Control ,HJ (in areas other than Miami Dade County) reserve the right to assurance purposes. If this product or material fails to perform in icur the expense of such testing and the AHJ may immediately duct or material within their jurisdiction. RER reserves the right y Miami —Dade County Product Control Section that this product : applicable building code. and has been designed to comply with the Florida Building Code, Sliding Glass Door (Steel reinforced)—L.M.I. .9200-1201 Rev C, titled "Series SGD-9200 Aluminum Sliding 14, prepared by manufacture, dated 09/25/12 and last revised on J. Soto, P. E., bearing the Miami Dade County Product Control ceptance number and Expiration date by the Miami —Dade County Small Missile Impact Resistant ;lass type, reinforcements, sill type and configuration in sheets 2 notes #15 and #16 in sheet 1. ed by AHJ. at label with the manufacturer's name or logo, city, state, series, Product Control Approved", unless otherwise noted herein. after a renewal application has been filed and there has been no ly affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA'shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA #14-0908.02 and consists of this page 1 and evidence pages E-1, E-2, E-3, E-4 and E--5, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. MtAMFDADE COUNTY .... NOA No.17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 257, 2018 Page 1 Lawson Industries. Inc. 1. Evidence submitted in previous fifes 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--9260 Aluminum Sliding Glass Door (LMI)", sheets 01 through 44 of 14, prepared by manufacture, dated 09/25/12, with the latest revision "B", dated 04/l5115, signed and sealed by Thomas J. Soto, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum SGD, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11- 3269, dated 05/16/11, HETI-11-3292, dated 10/20/11, 'HETI-11-3274, dated 10/20/11, HETI 11 3329, dated Oi/16/12, HETI-12-4040, dated 10/12/12, HETI 12-4051, dated 06/13/12, HETI-12-4053land 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) CycliclWind 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 05/16/l i, HETI-11-3275, dated 10/20/11, HETI-11-3307, dated 10/03/11, HETI 11-3314, dated 10/20/11, HETI-11 3330, dated 01/16/12, HETI--12- 4052, dated 07/10/12, HETI-12-4054 and 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) LargelMissile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12- 4041, dated 10/12/12, signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 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 Humcane Engineering & Testing, Inc., Test Reports No.'s HETI 11- 3291, dated 07/15/1l and HETI I1-3292, dated 10/20/11, both signed and sealed by Rafael E. Droz-Seda, P.;E. (Submitted under previous NOA No.12-1204.12) (st,-:5l Ishaq L Chanda, P. E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 25, 2018 E--1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced IEntry 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) Unifbrt 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 2411.312.1, 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 HP Composite Glass Interlayers with PET Core" dated 06119114, expiring on 12/11/18. Ishaj L Chanda, P. E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13, 2023 Approval Date: January25, 2018 E-2 Lawson Industries, Inc. 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 SentryGIas® Interlayer", expiring on 01/14/17. 6. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 7. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04/14/18. 8. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 9. Technical data sheet of flexible vinyl compound FPVC 7267-75 (White) & FPVC 7200- 75 (Black), published by Team Plastics. Inc./ Bayshore Vinyl Compounds, Inc. G. STATEMENTS 1. Statement letter of conformance to and complying with FBC 51' 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 FB•C 2010, issued by manufacture, dated 12/03/12, signed and sealed by Thomas L Soto, P. E. (Submitted underp ieviousNOANo.121204 12) 3. Laboratory compliance letters for Test Reports No.'s HETI-11 3269, dated 05116111, HETI-11-3270, dated 05/16111, BETI-11 3271, dated 10/20/11, HETI-11-3272, dated 10/20/11, HETI41 3274, dated 10/20/11, HETI 11 3275, dated 10/20/11, HETI-11- 3291, dated 01/15/11, HETI 11 3292, dated 10/20/11, HETI-11 3307, dated 10/03/11, BETI-11 3313, dated 16/20/11, HETI-11-3314, dated 10/20/11, HETI-11 3329, dated 01/16/12, HETI-11 3330, dated 01/16/12, HETI-12--4040, dated 10/12/12, BETI-12- 4041, dated 10/12/12, HETI-12-4051, dated 06/13/12, HETI-124052, dated 07/10/12, HETI-124053, dated i09/24/12, BETI-12-4054, dated 09/24/12, IIETI-12-4064, 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 under previous NOA No.121204.12) Laboratory addendum letter for Test Reports No.'s HETI-11 3269, HETI-11-3270, HETI-11 3271, HETI-11-3272,HETi 11 3274, HETI=11 3275, HETI 113291, .HETI--11 3292, HETI 11 3307, HETI-11 3313, HETI-11 3314, BETI-11 3329, HETI--11 3330, BETI 12-4040, IIETI-12-4041, HETI-124051, HETI-124052, HETI-124053 , HETI 12-4054, HETI-124064 and BETI-12-4065, dated 01/15/13, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz- Seda, P. E. ts� 1. U,,,A.- IsIfaq 1. Chanda, P. E. Product Control Examiner NOA No.17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 25, 2018 E-3 Lawson Industries, Inc. F. STATEMENTS (CONTEWED) 4. Laboratory addendum let HETI-11 3271, , HETI- HETI-11 3292, HETI-1 HETI-11-3330, HETIA HETI-12-4053 , HETI-] issued by Hurricane Engu Seda, P. E. (Submitted under previous 5. Proposal issued by Produc 6. (Submitted under previous 7. Proposal issued by Produce (Submitted under previous 8. Laboratory compliance lei Reports No.'s FTL-3078, (Submitted under previou- 9. Laboratory compliance set Reports No.'s FTIr3525 Joseph C. Chan, P. E. I for Test Reports No.'s HETI I1-3269, HETI-11-3270, 3272,HETI-11 3274, HETI-11 3275, HETI-11 3291, 301, HETI-113313, HETI-11 3314, HETI-11 3329, 1040, HETI-12-4041, HETI-12-4051, HETI-12-4052, 1054, IIETI 12-4064 and HETI-12-4065, dated 01/15/13, ing & Testing, Inc., signed and sealed by Rafael E. Droz NOA No.12-1204.12) Control, dated 03/30/12, signed by Jaime D. Gascon, P. E. NOA No. 12-1204.12) Control, dated 03/13/08, signed by Ishaq Chanda, P. E. NOA No.11-0518.03) .ers issued by Fenestration Testing Laboratory, Inc., for Test sated 01/10/02, signed and sealed by Luis Figueredo, P.E. NOA No. 02 1126.04) ers issued by Fenestration Testing Laboratory, Inc., for Test and FTL-3572, dated 09/09/02, both signed and sealed by (Submitted under previous NOA No. 02 1126 04) 10. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-34241 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 signedi 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 IISGD-9200 Aluminum! Sliding Glass Door - L.M.U. approved on 01/31/13 and expiring on 02/13/18. f 1. New Evidence submitted. A. DRAWINGS 1. Drawing No. L9200-1201 Rev C, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12 and last revised on NOV 21, 2017, signed and sealed by Thomas J. Soto, P. E. Note: This revision consist of editorial changes of FBC 2017 (6 h Edition) code compliance. B. Test 1. None. Ishaq 11 Chanda, P. E. Product Control Examiner NOA No.17-1212.05 Expiration Date: February 13, 2023 E-4 Approval Date: January 25, 2018 ' I Lawson Industries; Inc. NOTICF. OF ACCFPTANCF C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONgS 1. Notice of Acceptance No. 14-6016.11 issued to Kuraray America, Inc.(Former E.I. DuPont DeNemours) for the "Sentry Glass & clear & white interlayer", expiring on 07/04/18. 2. Notice of Acceptance No.16-1117.01 issued to Kuraray America., Inc. for their "Trosifol Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. 3. Notice of Acceptance No.15-1201.11 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (61 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. 1shaq L Chanda, P. E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 25, 2018 E-5 I T 11� ar 1 o O• •a a. •a •• W o• � Lr o• •o pi X-LP or RP-% 2D/2T - XX T — I X%-LP or RP-%% or LP-%X-RP RIGDHT POCKET SHIM 2131 PoCHr POCKET SHOWN (LEFT POCKET OPPOSITE) SEE BELOW (LEFT POCKET OPPOSOE) NOTE 15. 20/2T - LP/RP « F T SEE BELOW n NOTE 05. •a b b o'r`_ D•T a• 1 •O a• •O o• •9 __I SEE BE NOTE O O O 0 a• a• •o •o 4D/3T - XXX% or 4D/2T '-XXX% oRP-XiXX or LP-XXXX- I I 4D/3T Ao/2T JD 3T - %XX LP- %% or RP-X., I NOTES: 1) REFER TO SHEETS B OF 14 FOR GLAZING OPTIONS AND OP CHARTS. 4D 2T - LP & 2) REFER TO SHEETS 9, 10 & I I OF 14 LEFT POCKET SHOWN 3D/3T S. FOR TYPICAL CROSS-SECTION DETAILS. (SSHT POCKET OPPOSIIE) 3) REFER TO SHEETS 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) PANEL STACK CONFIGURATIONS ARE REVERSIBLE b) FOR POCKET WALLS SEE GENERAL 3D/3T - LP NOTES /15 & 15. PoGHT POCKET SHOWN (LEFT POCKET OPPOSRE) I 2D/2 2D/2B� T - O%d JD/2T - O%O 4D/2T - OX%O 2 DOOR D 3 & 4 OORI 1) REF _ I) 14 FOR RGTIAZN FAND N4ffS 14 MR 1) RGIAZING EFER TO SHEETS 5 FOP FOR OPTIONS OP CHARTS. OPTIONS AND CHARTS. 2) REFER TO SHEETS 3 & 4 OF 14 2) REFER TO SHIFTS 6 & 7 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 3) REFER TO SHEETS 3 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. i0R TYPICAL ANCHORS AND NOTES. 3) REFER TO SHEE15 B OF In FOR TYPICAL ANCHORS AND'NOTES. SERIES:' SGD-9200 IMPACT SLIDING GLASS DOOR General Notes' lJ THIS DOOR SYSTEM IS DESIGNED AND TESTED TO COMPLY W/ THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (2014-5th Edtlon & 2017 Blh Edltlon) INCLUDING THE HIGH VELGCrrY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300-04. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) ROOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE & TO BE REVIEWED By BUILDING OFFICIAL 3) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL DOOR SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.) AND AS TABULATED ON SHEETS 2. 5, & 8 0l 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 BUDDING OFFICIAL 5.) A LOAD DURATION INCREASE IN ALLOWABLE STRESS 19 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 5.) DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE H.S. LAMINATED CLASS TYPES TABULATED HEREIN (SEE SHELLS / 2, b, & 8). 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4. B. 7, B, 10, & It OF 14. B.) EXT. COLONIAL TM. FALSE COLON. MUNTINS ARE OPTIONAL & AND TO BE APPLIED W/ SILICONE. S.) 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. 10.1 APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS WITH PTXED PANELS, ALL MOVING PANELS. INCLUDING WITH OR WITHOUT (LIT-RH) POCXETS. 11.) MULLING DOORS WEN OTHER TYPES OF ML11B-DADE COUNTY APPROVED PRODUCTS USING A ITLAMI-DARE COUNTY APPROVED MUWON 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 Y 3, 4. B. 7. B, 10. & Il OF 14. 13.) ALL METAL/MEL IN CONTACT WITH ALUMINUM OR OTHER DISSTNIIAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET THE FLORIDA BUILDING CODE 14.) POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET B OF 14. REFER TO SHEET It OF 14 FOR ADDITIONAL DETAILS. 15) POCKS WALLS ARE NOT PART OF THIS APPROVAL 16.) POCKET' WALLS SHALL BE UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY THE ENGINEER OP RECORD (EOR). LAMINATED GLASS LARGE bgSSILE Ib1PACT DOORS GLAZED WITH LAMINATED CLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. wwwcF wa.a"�4 uWTn noWr Iarcl "2 ZAS wk 5 4•+J_ C4KW4F U. O DESIGN LOAD CAPACITY - PSF (STD. 2 1/4" SILL) NOMINAL OR SIZES I GLASS TYPE 'A' I GLASS TYPE V GLASS TYPE VI GLASS TYPE IV WIDTH FT./EN, HEIGHT rt./w. EXT. (+) INT. (-) EXT. (+) INT, (-) EXT. (+) INL (-) E70. (+) BIT. (-) (NO STEEL) 6/8 56.7 95,0 56.7 65.0 56.7 85.0 56.7 75.0 I (NO 651EEL) 6/8 56.7 95.0 56.7 65.0 56.7 75.0 (YBTH/STD) 6/8 56.7 85.0 56.7 70.0 55.7 t8Mt 688I (WITH /S7FEI.) 8/0 56.7 65.0 563 65.0 % % I DESIGN LOAD CAPACITY - PSF (WITH 3" SILL RISER) NOMINAL DOOR SAES GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE VI GLASS TYPE! V .T. FT./IN. I HEIGHT FT.AN. EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) W. (+) INT. i(-) 5/0 (NO STEEL) 8 6 / 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75A (NO6/STEEL) 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 751.0 (WITH/sm) 6/8 76.7 85.0 10.0 70.0 76.7 788 68.8 68.8 I (� /0 8/0 65.0 65.0 65.0 65.0 X X X xi 98 3/8" MAX. DOOR WIDTH 13 1/4' MAX. CLUSTER OF ANCHORS SPAONC DYRAlION: ttP. AT 9RIE EN I05 m " nat to eee HEAD/SILL ea0 1/2' O.C, of Doan .IIol D;m; 60' In .i DI. A 6" 1 7/16" LAY. CLASS C 2 j . 0 $EE CNAAT AT LPR I x o 1) REFER TO SHEETS 3 & { OF 14 / FOR TYPICAL CROSS-SECTION DETAILS. 44 3/1 MA%. b o- 2) REFER TO SHEETS 3 OF 14 O.L. OPG. TY FOR PICAL ANCHORS AND NOTES. 50" MAX. I t 50" MA%. PANEL WIDTH MAX. D.L.O.: LAMINATED CLASS PANEL WIDTH 6/0 % 6/8 32-3/4" X 74-3/4" LARGE MISSILE IMPACT 2 DOOR - TWO TRACK X0 OX 8/0 % 6/8 44-3/4� X 74-3/4' "XO" "'CAI 11 FVATQN APPROVED CONFIGURATIONC 8/0 X 8/0 44-3/4' X 90-J/4" DOORS CLAIED WITH LAMINATED GLA95 RATE. FOR TESTED UNIT (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) W2CE MISSILE NIX AND REQUIRE NO SHUTTERS. I -BtRb •ANTE I7 BULB NNYL 17 -BULB VINYL- l�l -BULB 1.1 @ r 3/16' HEAT STREN'D CLASS -311.- HEAT MEW. CLASS •1 -3/I6' HEAT MON'D GLA95 17/I B' HEAT STREN'0 GMSS 090 INTERLAnit 090 PVB INTERIAYER 090 SAILHP 090 PVB TREW f SmlryClau E . f Troeifol PVB -Cleor or Color GIR.e IntMa7erCleor or Cdor Glow InlMoyer m ; Kvrmay Ame ,Inc. F ! •' Kuraroy Amerieo. Inc. �'i t 1 W. EaelmanER CHemical Co. w I fiy: Eoatman CHemkol Co. ,3/I6' NEAT STREN'D GLASS - ]/IB' HEAT STREN'D GLASS Z m II I f3/16" HEAT STREN'D GLASS Z m I r ]/16' HFAT STREN'0 GLASS Z Z m III¢nnn� SSCCH EE-MORD-IM 5731 1 I r uH EEE MOREHEAD 57]1 ' i SCHNEE-YOREHEAD 5731 S,CONEI UINEEE YORNEAD 5731 " U • .-DOW CORNING 699 a0 g 1 ' 1i i DOW CORNwC 698 0 'tQ V DOW LORMNG 699 '� %DOW CORMNO 899 TREYCO SPECTRUY 2 N TREKO SPECIRUY 2 h 'I NNCO SPECTRUM 2 0 +L ' TRENCO SPELTRUY 2 r uvcrmzns p a0 I I `D ' I I aD ' li I. • 'D w�am+..Kre.�rdr A.�ew / -1/2•pf 'ACT c TYPF 'A' GLASS TYPE 'R' GLASS TYPE T GLASS TYPE '0' SEE ELEV. FOR SPACING •.:• 1 I 1' Miff but%tEdg.Disl.2MM.�.MIIYP.O mm µ(➢TORS w pNR6 SEE roR 6PACING METAL IN PAIRS SiR4CrURE TYPIEE .EV. FOR SEE [tLv. FOR SPACWc y _ _ o m O I m I a 2 Ll � —� #fin D, . c+'g rnm ATr cx4PNT DEr c i o CC i.Ati. srEEt w coxrAcr wrtN m i a 2 Ea7 Min. ' ALUY. TO BE PAINTED OR pUTEp. � C Ede St. T TYPICAL µCHDRS w PAIRS 9e OISI. 2 YErµ SfRUCNRES: (, 9 YP•) E ELEV. FOR SPAm'G TYRCN. ANCH➢R6 IN PAIRS A) STEEL : FY . JB KSI MIN. z m (STEEL tZ Gt MIN TNICX . 0.103') J SEE' IDa ��NO e) rtuuwuu : BDBJ-TS (ALUM. 0.0Je• MIN. TNIGK) ?y E { iES FOR SPACING) 2BY voaE BuvY Subatrvle ar t ca m Woof SM t ./ (SG) MWII-DADE COLNIY (MN ) Specific ly' .SS min. (Typ.) SEEP SEP m NOA ' S _ T/16•-LANINAtED GLASS z9 1 IrT o NOTES: 1) REFER TO I NEST 2 OF I GLAZING FOR CNG OPTIONS AND DP CHARTS. dge isl. W' 2) REFER To SHEET 6 OF 14 FOR HORIZONTAL CROSS-SECTION. DETAILS. (� w 3) REFER TO SHEET 2 OF 14 WOOD THEM BUCKS -1 METAL SIRU-- NOT BY IAWSON UID. — FOR AM. ANCHOR SPACINGS. I MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND(/] MUST TO THE BUItDWG STRUCTURE TYPICAL ANCHOR SEE ELEV. AT SHEET B FOR SPACING m a jR4 N K� NN n I/Ifi' a. 1/B' � IZiI N SILL RI6ER ADHERED i0 SILL WRN SILICONE �N _ w FULL LENGTH OF UNR ANCHOR 'TYPE CHART IN CONC. or MASONRY min. MDR OPTIONS HPAD-811f. JAMO ¢mbEmvn 8dra OIvL fbgvrpl. ELCO ULIRACON 1/{• 1/1' 1 3/{• 1' 2.B3 Ku BURDEN 1/{' - 1 J/{' {• J.2 N4 BUILDEX - /16' 1 J/{' ANCHOR TYPE CHART IN 2)( ROOD BUCK min. ANCUOR OMBNS OML 3 rope ELCO ULiRAC➢N I/.• 1/�• 1 I/{' I' SS SG BURDE% 1/4' 1/{' 1 1/{' R Fg E'i raoDucrRcvlsee = V � "a � �PULR W W 1y = Y A s B 1 /l' BRn I Fl F% FOR IN G SCREWS ' INTO METAL STRUCTURES STEEL: 12 GA. MIN. (Fr - 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063-TS MIN.) m 9 .4 b q % u m i y 1 (S/ITEEL IN CONTACT WITH ALUMINUM TO BE PLATED DR PAINTED) ,�Jlr.b �I3 JJA "\t m ; APPROVED MUONS (NO SHIM SPACE) TWIC,L D. ••� ALL S�. DILLISTAN E INTO CONCRETE AND MASONRY a 1' .IN. (ELCOBUIULTRACON) ' • A (1/4') INFO CONCRETE AND MASONRY 4' MIN. (11W LE., .ZO �„ y 4 . l:! N O OS' II u IM (3/167 INTO CONCRETE AND MASONRY - 3' MIN. (ITW BUILDE%) yyj 9 " Q; �• TAPCON ar' APPROVED EDL BFOR MID WOOD OOD STRUCTURE 1' MIN. UA I J/{• NIN , l . N ENBEO INTO 22 KFI CD— P 6•� INTO TAI YESTRUCTURE 3/4' MIN. OR 10H CNERS NAISEE ELEVATION AT SHEET SEAT ANTS: �i�/y� OF 1{ 'DR SPACG'4 AN IN PAIRS FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL „...... ArrJlJlllfet PAYAY 7C EY. FORSPACNG SEALED WITH WHITE/ALUMINUM COLORED SEALANT. TYPICAL ANCHDRS W PAIRS SEE ELEV, FOR SPACWO 1/4" MAX. SHIM sn ET.) (uY, MET.) YW A, ANCHOR6 W PAIRS TE ELEV. FOR SPACING rI @ 2BY - MAX. IHIM 9 META SMUCrURE ATTACHMENT DET N NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A STEEL : Z ]6 KSI MIN. ( EL 12 CA YIN. THICK - 0.1057 • B) ALUNINULI 6067-T5 YIN. (ALUM. 0.076- YIN. THICK) NOTES: 1) REFER TO SHEET 2 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET J OF 14 FOR VERTICAL CROSS-SECTION DETAILS. _ WIDTH J) REFER TO SHEET ] OF 14 FOR TYPICAL ANCHORS AND NOTES. ' 4) REFER TO SHEET 2 OF 14 OFOR MAX, ANCHOR SPACINGS. 1/4- SHIM OPG. MAX. ) --_ -- ti. 6 10 .R.-- NW. EYBCU.)—)"111 • NOT MOB. ON M X6/6 SEE CHWf ON.SHEET 2 OF 14 2D 2T — XO EXTERIOR (Shown) DOOR WIDTH 2D/2T — OX (Reversed) /4ODEICEY2Y® YY•pplyMMHEiOiNY Egetl{�0•nj 196 1/4" MAX. 13" MAX. TYP. DOOR WIDTH CLU6IER OF 93 AT HEAD/SILL ♦ ANCNofls 6" MA%. TYP, AT STILE ENDS iH CORNERS I `HEAD/SILL II p I 0 OXXO 7/16' WERALL LAM. EAASS Cl 1 p i ' 2 �n4 APPROVED CONFIGURATIONS (FOR PANEL STACK CONFIGURATIONS SEE SHEEP 1.)AS LIANEL A.IDTH RE00. 3/16' HEAT STREN'D GLASS O .090 PYB iN1ERUYDiT.00 61cF K=WZm3/16' REAT STREN'D GLASS llUCONE -YOREHEADS)JIDowDRNiNc .1) REFER TO SHEETS 6 k 7 OF 14 69PANEL' WIDTX FOR TYPICAL CROSS-SECTION DETAILS. TREYCO 6PEDTRIIM 2 4D 2) REFER ETYTO SHEETS EEC FOR XORS AND NOTES. 4 DOOR - TWO TRACK "oxxo" rYPICAFLEVATIQN LAMINATED GLASS I I TESTED UNIT LARGE MISSILE IMPACT - ACC TYP . 'R' DOORS GLAZED WITH LAMINATED GLASSRATED FOR DESIGN LOAD CAPACITY - PSF FARCE MISSILE IUPACT AND REQUIRE NO SHUTTERS. " GLASS TYPES 'A' OR 'B' BULB NNn 17 PANEL WIDTH DOOR HDGHT STANDARD SILL 2-1/4" RISER 3" RISER 3/IB" HEAT STREWD GLASS 090 tMTERLAYER NOMINAL R./IN. �•/iEI EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) IBOBOd'I11V� F SentryGa)a 6Y: Ku IAc 2/0 40.7 60.0 56.7 60.0 60U 60.0 IayA1W1•m-mm. • 3/1 - Har 3/Ifi' HEAT SRIEN'D GLASS 3/0 40.7 60.0 56.7 60.0 60.0 60.0 H4 17 T212_.OS "i 2 eyyMy.olu SONNEEE ORME/A 5731 3/6 6/8 40.7 60.0 56.7 60.0 60.0 60.0 ly �A nTRDMCORWECTRUY 2 4/0 40.7 60.0 56.7 60.0 60.0 60.0 �'�' O"'M� 4D 4/6 40.7 60.0 56.7 60.0 60.0 60,0 �� 4/11 40.7 60.0 56.7 60.0 60.0 60.0 . 2/6 3/0 40.7 60.0 56.7 60.0 60.D 60.0 PANEL MAX. D.LO.: y 3/0 X 6/S 32-3/4" X 74-3/4" all 'A' 6/0 40.7 60.0 56.7 60.0 60.0 60,0 4/0 X 6/8 44-3/4" X 74-3/4" CLASS TYPE 3/6 40.7 60.0 56.7 60.0 60.0 60.0 4/11 X 6/6=55-3/4' X 74-3/4" GLAZING DFTAI S a/0 40.7 60.0 56.7 60.0 60.0 60.0 3/0 X S/0 = 32-3/4" X 90-3/4" ° 4/0 X 6/0 44-3/4" X 90-3/4" Yitlf'J■ I - IYP ANCHORS INPARINRS _ SEC El£/, FOR SPACING SEE 0" M'CNORS M PAWS 1YPXwL ANCHORS W P.NNS METAL 1' Min. SEE ELEV. FOR SPNONG SEC EIEY. MR SF—. STRICTURE ^_ _ WO Edge Dis . . WOOD axK c ^ (uyaat!ii®.) 9/1.6' 2'MIN. s a/s• ..TYP.' h, O p • L oa "Q cad .. -._," t alel' T aro cTrn1A . ATTACNNEM DEI'AnR i o 1. A 1. ALL TREEL W cdurAn wIM IS , H ALUM. TO BE PAINTED OR RATED. IB 3 4` Min. t YETAL SINLCNRI3: AZ \ 1 Min. TTPOU. ANCHORS :N PA05 dge Dial. - A7'.: Fr . a6 KSI YPL c m 1 n 2 a CD O f (Y�,.J6�m.7 2^ lniw Edge Dist. Typ.) EE ELLV. MR SPACING TYT` F ANCHORS IN PAWS ( u cAL uw. IxCK . mos-) Z y SFE EMU. MR SPACING B) AWYMUY : DO63-T5 ZJ ` 2BY Wwd Bu4 Su6vlrvly a ,` mW Wmd SI Awe ./ (SG) YIAIQ-m0E CWNfY E/�1. U (Nili. aED.) w6ry c ay- 35 —. (T,.) A �ARn�TE� xDA L- O z _f Tns•-LANTNATED cuu 3 4' Msn. NOTES: 1) REFER TO SHEEP TI OF 14 N FOR GLAZING OPTIONS AND DP CHARTS. dge i J ; CO 2) REFER TO SHEET X OF 14 `(I FOR HORIZONTAL CROSS-SECTION DETAILS. WOOD 8UCXS AND METAL STRUCTURES NOT BY LAWSON IN 3) REFER TO SHEEP B OF 14 MUST SUPPORT LOADS IMPOSED BY GIAZINC SYSTEM AND ry FOR MAX. ANCHOR SPACINGS. TRANSFER THEM TO THE BUILDING STRUCNRE. TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING .. X M •, w rcm �N 4 W N i7 N SIM RSE 1/8' SILL R �w ADHERED WITH CLEAR SIUCONE FULL LENCM N Of UNT UT 4LL i I I I AIOOUCTEIRVR �P44 W W AaASFMLw N417• la�IFYMAOm _ III 1/4' ORI F FX S F DRI TIN. SCREWS I INTO METAL STRUCTURES I I STEEL : 12 GA MIN. (Fy - 36 KSI MIN.) JO I ALUMINUM : 1/8' THK. MIN. (6063-TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) p7 new INT�PROVED MUMIONS (NO SHIM SPACE) is is --A N W 22121 "STAN a?�G : (1/" INTO CONCRETE AND MASONRY . 1' MIN. (ELCO ULTRACON) w t' (1/4) INTO CONCRETE AND MASONRY . 4' MIN. (OW BUILDEf) z� 4XEEP NOTCH. •� AT EACH ENO (3/167 INTO CONCRETE AND MASONRY . 3' MIN. (ITW BUILDEX) �'q5 TAPCON w APPROVED EQUAL BY FIR miCAI ANCHORS INTO WOOD STRUCTURE . 1' MIN. 1 3—MIN. EMBED Ni0 3E XSI Cox. 6 6• 12 PER CLIP I. METAL STRUCTURE . 3/4' MIN. LI 1 CORNERS L SEE ELEVATION AT SHEET SEALANTS ' 14 FOR MAX. 3PACNG AN.— FRRPiOi o" SCALED WITH AHITE/ALUE AND VENT MI UM COLORES AND DSOEALANT.REWS AT SILL ANCHOR TYPE CHART IN GONG. or ]MASONRY min. �ICMCKOR OPTIONS HEAD-s1M JAMB fim6AameA -- -, Govcrele ELCO ULTRACON 1/4• 1/4' 1 ]/4' 1' 295 Kvi ANCHOR TYPE CHART IN 2X ROOD RUCK min. ANCHOR OPTIONS HEAD-8N. 1AI01 Bmbedmev Edte plvL 2K IF— ELCO ULiRACON t/a' 1/4' 1 1/a• .SS SG M.. i 1/A• 1/•• 1 1/4' .65 SO SMS. (Into X) /12 11121 1/4' 1• .55 SG O a b a°•5` r- ' If SEE NOTE /]. r t3 A3 I T FC3 1f a � 4• a-8` � � •o •o P' m o i 4• •o wI o � m 0 %X r XX-RP ar LP-%X RP-%X-LP m� r o � • or �• b -0 b a°- � a• p. p. '1yt'1` I110 ,p ,p ,p LPOCKR WALL o �I SEE NOTE I] ( P' 1r XX% - RP-XXX or LP-X x r, c• a- a• o• •o •o •o •o a• o• •o 'o 189 3/4 TEST DOOR WIDTH W/ SINGLE POCKET & NON -POCKET MAX. WIDTH 191 1/4" .�. 1/4" MAX. TYP.CLUSTER OF AT HEAD/SILL AT 61 E ENDS _ 6' MAX. TYP. POCKET WAIL EAD/SILL CORNERS gip' NOTE /]. m c S + o sae p o E T o Y � 48 3/4" MAX. �l PANEL WIDTH - PANEL MAX. D.L.O.: 3/0 X 6/8 = 31 XX%% ar RP-%X%X or LP-XXXX or RP-XXX%-LP 4/0 X 6/6 v 43-1/2 X 74-1/4" APPROVED CONFIGURATION 3/0 X 8/0 31-1/2" X 90-1/,4" WITH & WITHOUT POCKETS 4/0 X 8/0 43-1/2" X 90-1/4" (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) BULB N 11 BULB VOM. I7 ]/18- NEAT S EN'O GLASS r 090 PVB Mterluyc 3/16' NEAT SRtQI'O GLASS Saflas CP-S911es 6 SoOcA HP CKemicol Ca. 090 PVB WTERIAYER wEcatmon irosUt PJB or Tms1191 PYB {,1 - Nuraray Amc Inc. C m (•) S-LIGiPas fiy. Kumrn7 America Mc. J/18' HEAT STgEN'0 CIA55 f J/18- NETT BIRENb Gl/55 DM CO OOW CORNING 899 ' N V I I U n +c I ( DSWOGNE Ofv CORNING 899 AG CG86 TYPE. •A' GL ZING D TAI c j E i% is r mii o ! � o 8 8 1 E2 I F7 a9� D I' o . = 9 � (� 3 0 F Ids I I I 0 C o o s 7/ts• wERul uu. cuss Rcxc a I i a a o z a M.¢ o o < II m { x o x o u x •��¢ > O i e I 43 1/2" MAX. D.L. OPG: 49 1/8- MAX1) REFER TO SHEETS 9, 10 Ar 11 OF 14 g t FOR TYPICAL CROSS-SECTION DETAILS. PANEL WIDTH 2) REFER TO SHEETS 9 OF 14 0 li m TE 4 DOOR - THR FOR TYPICAL ANCHORS AND NOS. F TRA K 3) FOR PDCKET WALLS SEE GENERAL NOTES 4 "XXX" TYPICA I FVATIO ]15 h 16 AT SHEET 1 OF 14. X TESTED UNIT g L jg DOORS GLAZED WITH LAMINATED GVSS RATED FOR pp-.y IARCE MISSILE IMPACT AND REQUIRE NO SHUTTERS. e CAPACM - PEP (2 1/4' SILL) OP CAPALTIY - PSF (8' LAMINATED GLASS o a EE E E j OP NOMINAL ODOR SIZES VAOTH HEIGHT 0 Fr./W. R./W, EXT. (+) INT. (-) EXT. (+) LINT. (-) EXT. (+) WT. (-) EXT. (+) ENT(-) 8/0 (2DR) (W/ I STEEL.) 8/0 55.7 6B.0 56.7 68.0 68.0 68.0 68.0 68.0 8/0 (2DR) (w/ 2 STEEL) 8/0 56.7 68.0 58.7 68.0 68.0 68.0 (r)68.D (•)68.0 12/0 (3DR) (W/ I STE0.) 8/0 56.7 68.0 56.7 68.0 - - 6B.0 GB.O 12/0 (JDR) B/O 56.7 5B.0 55.7 68.0 68.D 68.0 (•)68.0 )68.0 (1 16/0 (40R) (W/ ,STEEL) 8/0. 533 60A 53.3 60.0 60.0 60.0 60.0 60.0 16/0 (SDR) 8/0 53.3 68.0 53.3 68.0 68.0 68.0 6B.0 68.0 LASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'A' CLLSS TYPE 'B' L LARGE MISSILE IMPACT I I it el n ( I 2ar/3ar DOORS MEET +76., & -78.0 DP K/ 'D,wl 0.090• SOP tm innte 0 J I I' Min. I/ TAPCON w APPROVED EQUAL BY EW TYPIFAI ANCHORS W PARS YEML V/ 1 D/4• KIN EMBED IMO 02 Ksi Cwc. SEE EIEV. iRS S P_ Edge Di91. SEC ELLV. FOR $P.Y]NG IYPIGL ANCHORS IN PAD6 STRUCTURE B s• FaO CORNERS t SEE ELEVATION AT N M SHECT 8 U• IA FCR MAIL SPACING. c ]9 I .LJ • (YIN. Dram.) In r • 4 • a I a/4m. .\ y n m (M4L BEI ' 4 v I 0 DO :rnl.°z:• DAP—� 'min 2 Ll t " z � ! � 1 BY P.T. C I I V®0 BUCK N W Z aN LIRTAI. STRUCTURR ATTA[KNTTT DF.TAIIR m a u N IB I IB SEE ELLV. FOR SPCALIACING� NOID: CD Z I Q' O• I I. Ill 61EEL IN CONTACT WRH � ,'Z O O IS AWY. TO B[ PANTED OR F1AlE0. O N 2BY Mena B k Se *4 . LLCAR SRICONE _ __u . 2 PETAL STRUCNRf3: Ea mm B DDING COMPOUND / ISGI TYPKNL ANCHORS IN PARS A) STEEL : Fy . ]' N9 YIN. .i A3 0 w Sp T. Om y..5] 1. SEE E EV. MR SPAC NG (STEE 1R G YIN THICK . O.tw ) 0�') 8 7 ALUMINUM L:_ :sow -IS YIN. .� N I T I LA uY. o.O2e' MIN. TKKK) o I I I I I I 4 NUMI-ONlE COUNTY 5 LEA y I I I I q SEE SEPAMITE N062nB•-LAKINAr¢D aess — —� 29 OWCTYCVWD I I NOTES: 1) REFER TO SHEET B OF ldmmab Ell Z D 4CO °• LC I I I I I FOR GLAZING OPTIONS AND DP CHARTS. \ , I 2 i 0 I 2) REFER TO SHEETS 10 k 11 OF 14 WOOD BUCKS ANO METAL STRUCIURE6 NIT 11 —1 MO. < Ll •?E FOR HORIZONTAL CROSS-SECTION DETAILS. _ $ E% ]) REFER TO SHEET B OF 14 .1 SUPPORT LOADS INPOSED BY GLA = SYSTEM AND DO I14 FOR MAIL. ANCHOR SPACINGS.I TRM'GPEN THEY TO THE BUILDING STRUCTURE. uj IOf TYPICAL ANCHORS• SEE ELEV. AT SHEET B FOR SPACING .. ... I I I I I I I I I (D ..•I tWN. J�iiBm:j r 4,. B. ttMIGL AN-. IN SFE ELEV. FO AGIC InInIn z j I/B' SILL RISER FAN j pADHED WITH 5 M`AR SILICONE FULL LENGTH1. OF UNIT SILL IA 2 U II I, u A -CON APPRGVEB EOLWL BY EDR 1YRGL /4• MIN ENDED INTO U PIP Cont. B 6• 2 PER ORNERS \ SEE ELEVATTDN AT SHEET FOR NAM. SPACIN4 • 1/4' pRl F FK c IILUNG SCR I INTO METAL STRUCTURES O• I STEEL : 12 GA. MIN. (Fy . ZG KSI MIN.) ALUMINUM : 1/8' THY. MIN. (606]-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) INTO APPROVED MULLIONS (NO SHIM SPACE) TYPICAL DISTANCE (1/4') INTO CONCRETE AND MASONRY . 1' MIN. (ELCO ULTRACON) (1/4' INTO CONCRETE AND MASONRY • 4' MIN. (IFN BUIL.DEK) (3/16") INTO CONCRETE AND MASONRY . ]' YIN, (ITN SUILDEX) INTO WOOD STRUCTURE 1' MIN. IMO METAL STRUCTURE _ 3/4- MIN. SEALANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. rr0� BUCKS NOT By LAVSGN INR SUSTAIN IMPOSED LOADS 3D/3T — 'UV-HS- LAYIWITED —S 1/4. OAP, MAX. EN -- lsc�b U ➢ SCREDOW PANCL WPTIONM.) O EXTERIOR UCOR VIDTN (96.1 2D/2T — XX `1 • o � S 0 q _ 0 ate^ o o Ell % Y F14PNL-BOAS. V/ D 2T rr q m 1 1/4• NRL EMBER INTO 2x Z STEEL BARS REOD. ON P.T. VODO BUCK (SEE SHEET E9 SRES AS LISTED IN DP FOR FASTENER NOTES AN CHART W/ PRESSURES m 3 n E.O C ELEVATION LEV —E AT SHEET 1 8 FOI S10WN ON SHEET D OF 14 ! Ex FOR FASTENER SHEET I a z � T. L G o a 1 < Dc 1 = Q o N—KGD. p SZES AS USTED IN DP p ...... %''• • CHART IN PRESSVRES p .. ,.�.i�-f;' SHOWN ON SHEET 9 OF 14 ? Op i I � NOTES: 1) REFER TI OF 14 FOR GLAZING O 0.I W21NG OPTIONS AND DP CHARTS. Go 2) REFER TO SHEET 9 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. yy O) REFER TO SHEET 9 OF 14 ' C [■ \ FOR TYPICAL ANCHORS 04D NOTES, Q 4) REFER TO SHEET 8 OF 14 FOR MAX. ANCHOR SPACINGS. 4 �emnlcY�¢r� r $ R ^•. ravl4W>•4YOeWuYD A W a.' A=N%1�� 4 e 3 6 8 • E12 % 2' FH/PHI: SfIS V/ 6EyHEllr Me �Iw1L a y� F u / P.T VDOONCUUCCIBE EMBED, INTO E9 Ai<�aWa i0 i 8 Z i M FASTEKER NOTES AND ¢ Y 1 IT PA"E AT SHEET • B FOR E 1 FOR FASTENER SPACIN d .,. IL �•., x GO F A 0 DE-NOSHIM SHEET . OF 1. 10, NAN. SPACING. CLEAR SILICONE ACHESIVE MEL BARS NEOO. PNESS O .O 11 � i \I\u I\� r— i=Ei O ISHIM I I ' I 1Y .. 'IY'IJQIURE ATTACHMENTDETAff 1. ALL STEEL IN CONTACT MH ALUML To BE PAWED OR PLATED. 412 % 1 D/4• rJ PNL SMS — / 1 1/4• MIN EMBED. INTO 2% P.T. VOOD B K ( SEE OPTIONAL INSTALLATION DETAILS AT SKEET 12 OF 14 1 I NOTES: 1) REFER TO SHEET a OF 14 FOR GLAZING OPTIONS AND OP CHARTS. Z) 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. h C r. JQC ♦i m C n � h v i FOR POCKET WALLS SEE GENERAL NOTES /14 ET k 16 AT ' SHE1 OF 14. q q G n Z p i! CZ I IFOCE p5f.) 0 i a ti V Z N 2 � N -- mo, CID In ---- ;o < W lRODDCFY¢Y® egg•„.... li?�N� =p=v !ft 14a41h, •'�G. �ey��i •W4 ish,.••,Y• N ¢ O• i SGD-9200 HILL OF MATERIALS — 2 & 3 TRACK FRAME E ITEM / PART / QTY. DESCRIPTION REMARKS j 1 L-9211 1 2 TRACK FRAME HEAD 6063-TS ALUMINUM 1.2 L-9211 I 2 TRACK FRAME HEAD (Multl-Slide) 6063-T6 ALUMINUM j 2 L-9206 1 2 TRACK FRAME SILL 6063-T5 ALUMINUM 3 L-9212 2 2 TRACK FRAME JAMB 6063-T5 ALUMINUM j 4 L-9204 1 X PANEL PANEL TOP RAIL 6063-T5 ALUMINUM 5 L-9205 1 X PANEL PANEL' BOTTOM RAIL 6063-T5 ALUMINUM j 6 L-9201 1 PANEL LOCK STILE 6063-76 ALUMINUM j 7 1 •L-9202 1 PANEL INTERIOR INTERLOCK 6063-T6 ALUMINUM j e L-9203 1 PANEL EXTERIOR INTERLOCK 6063-TG ALUMINUM j 9 L-9207 1 PANEL ASTRAGAL 6063-TG ALUMINUM j 10 L-9209 AS REO'D. ALUMINUM GLAZING BEAD 6063-TS ALUMINUM I II L-9214 I 3 TRACK FRAME HEAD 6063-T6 ALUMINUM R L-9208 I 3 TRACK FRAME SILL 6063-T5 ALUMINUM j 13 L-9213 2 3 TRACK FRAME JAMB 6063-75 ALUMINUM j 14 PVS-Ol6 AS REO'D. BOTTOM RAIL WTST ULTRAFAB ROB67570Kj 15 PVS-009 AS REO'D. PANEL TOP RAIL WTS'P .I87'x.310- (7830-6001-1) 16 PVS-003 I AS REO'D. FIN SEAL WEATHERSTRIP .I87'x.210- (7820-6001-,9). ' 17 VVS-004 AS REO'D. BULB VINYL (FPVC) 1/4. O.B. 18 L-9016 2 SELF ADHESIVE PILE PAD 13/16' X 1 1/2' j 19 HC-046 2 MVG. PANEL TANDEM ROLLER 2 X EA. MVG. BOT. RAIL 20 FS-003 2 ROLLER ATTACHMENT SCREW RB X 1/2' F.H./PHIL 21 AR-008 2X PANEL PANEL 'C' TRACK CLIP 6063-16 ALUMINUM 22 FS-042 AS REOD. 'C' TRACK ATTACHMENT SCREW #10 X V SMS FH./PHIL,. 23 L-9018 1 X ANCHOR FIXED PANEL JAMB CLIP 6063-T5 ALUMINUM j 24 FS-011 1 X CLIP FIXED PANEL CLIP SCREW R10 X 5/8' PH/PHIL. 25 AR-020 I INTERLOCK STEEL REINFORCEMENT 1/2' X 1 1/4' (36 KSI) 26 AR-021 ASTRAGAL STEEL REINFORCEMENT 1/2' X 11/2- (36 KSI) 27 " AR-024 INTERLOCK STEEL REINFORCEMENT 3/8' X 1' C36 KSD j 28 MC-047 1 MORTISE LOCK HARDWARE W/ HANDLES A KEEPER 29 • 1 x PaneL 7/16' Laninvted H.S. Glass See Glazing DetaRs j 30 L-9022 • ASTRAGAL PANEL SILL CLIP 6063-T5 ALUMINUM j 31 L-9215 1 POCKET JAMB HOOK 6C63-T6 ALUMINUM 32 SM-5731 x NEUTRAL CURE SILICONE Schnee -Morehead 5731 33 DC-899 AS RED'D. NEUTRAL CURE SILICONE DO. Corning 899 34 NEUTRAL CURE SILICONE Trenco Spectren 2 35 HC-045 2 NYLON PLUG ( .480' HOLE ) RIGID PVC 36 HC-043 2X PANEL NYLON TOP GUIDE RIGID PVC 37 FS-005 AS RED'D. FRAME ASSEMBLY SCREWS RB X 1/2' P.H. PHILLIPS 38 FS-013 AS REO'D. PANEL ASSEMBLY SCREWS RIO X I' PH. PHILLIPS 39 FS-D14 AS REDD. INSTALLATION SCREWS R12 X 1 3/4' FH./PHIL. 40 PL 75.6020 AS REO'D. GLAZING SETTING BLOCK SOFT PVC 1/8' x 1/8' x 2'L. 41 - SCREEN PANEL 42 SM-5504 AS REO'D. JOINT SEALANT Schnee-MDrehead 5504 03 PERIMETER CAULKING OSI POLYSEAMSEAL 44 l PRODUCT LABEL INTERIOR 1 3/4- MIN. EMBED. RO 11. OR ANCHOR TYPES SEE NOTES AT SHEETS 3, 6, do 9. S 2. FOR POCKET WALLS SEE GENERAL NOTES 115 4 16 AT SHEET 1 OF 14. TYPICAL ANCHORS AT 8' O.C. SEE ELEV. FOR SPACING �O i � 111�i--I-I,LnIF1 U EXTERIOR USIm TYPICAL ANCHORS 'r� D QM .� >✓` e ' S AT 8'. O.C. ..'� SEE ELEV. FOR SPACING ti 1/4• MAX. SHIM 1 3/4' MIN. EMBED. POCKET DOOR HOOK ATTACHMENT DETAILS EIMMMIMM iWCBhelc mn4 NO.TmpT! f1I A31DlMD. D—Hudmv'A', 101tt T! sPm'Tx Fxao w TemOe $mapyPD IMO Oi310 nT7: DA4 Udm¢Pbnixlvl% T10A D4M Mdulm®IaY,6DmmNm.P9 T6l.0 IY'tdmt 31.0 DAR 0.Tb '3.. FPYLriTItm DOmpam0Na T34l-70 PAYDCM. Dm®m8mtev'A', IO xa 7! A6TM ND. D41W SIm( Gm1ty lAf DAt TevD�SemyE1P9 1610 Inm�me®dm�% w.D DAB Dma Malalm@IO)%Plmgetlay PM TOl.O I IDetlmv .EO DA4 n]4S z .. a c hm yv� �a'O INTERIOR (SR 0 %1 In z 31 mia 2 [3 � �zo D x q s 1 R v q i E0. ON 17 / DP bow i B ^ re� vl x Fl F C EXTERIOR, J � Cjy1 o O) � e Q m RIODUCfYiY160 = a � � o oanPb4nfwRYMe Mdi4 9 E E ZU Ery4YYE....DGGPd 2 {{a D 9 E z ?z� Y O O N 0 o o � � Do �o o o T vp �o �o� F 4�2; o o ° R oo o 4 + m m a x L > a OF ---\—Y —11\5 \9 LA W O v Y DIEM, FLORIOA 73I6fi T J PH No. (305) 696-8560 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS SGD-9200 ALUMINUM SLIDING GLASS DOOR (L.M.I.) EXMUSION DETAUS k FRAME AND PANEL CORNER ASSEMBLY DETAILS N y —I C m O ao o L y =m 0 uuili—S'4e Boor aryia ./ m A Y lr,J ®1 \/ 6501 N.W. 90 ST. / C NEOLEY, FLORIDA 33166 PH No. (305) 696-6560 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS .a a rn 2ot0 rec • 2014 i6C 2ot� T6c "'�"mmnn2 ERAzo SGD-9200 ALUMINUM SLIDING GLASS DOOR (L.M.I.) EXTRUSION DETAILS, REINFORCEMENTS k FRAME CORNER ASSEMBLY DETAILS F]GEO a/ot/Ir 9