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HomeMy WebLinkAboutNOA - ALUMINUM SLIDING GLASS DOORE MIIAMI-DADS MIAMI--DADE COUNTY, FLORLDA PRODUCT CONTROL, SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economy Lawson Industries, Inc. ��i�O�J�IE 8501 NW 90" Street sip Medley, FL 33166 St Lucie COunty SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Tlie documentation submitted has been reviewed and accepted by Miami Dade County RER—Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ)- This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SDG-9200" Aluminum Sliding Glass Door (Steel reinforced)—L.M.I. APPROVAL DOCUIMENT: Drawing No. L9200-1201 Rev C, titled "Series 'SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12 and last revised on NOV 21, 2017, signed and sealed by Thomas J. Soto, P. E., bearing the Miami Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. See Design Pressure (DP) Vs door size, glass type, reinforcements, sill type and configuration in sheets 2 sheet 5 and sheet 8. 2. See pocket installation detail in sheet 11 and notes #15 and # 16 in sheet 1. 3. ! Applicable Egress requirements to be reviewed by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision 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 WA 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 &c renews NOA #14-0908.02 and consists of this page 1 and evidence pages E-1, E 2, E 3, E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No.17-1212.05 Expiration Date: February 13, 2023 Approval Date: January257, 2018 Page 1 RANDALL E. STOF T A CHITEC % PAL A4003379 AFUM011105 APPROVED REVISE $ RESUBMIT ® APPROVED k CORRECTED ® DEJECTED This review is only for gensral confomtance with the design concept of the project and gencreel complianca viiih Uie info-maiion given in the contract dccumerk, Corrections or comments made on shop drawings during this review do not relieve the cop ractor from compliance with the requira- r; t; of the psis and spec;ficatons. Approval of a speci5c item shall not indude apYroj i of an assembly of which the item is a component. Con- trsctor is re7t," si"I: for: Dimensions to be confirmed and correlated at the job e;ia; In eur3tlon that partins solely to the fabrication processes or to to means, me-P uds, tektniques, sequanr~s and procedures of construc- tion: coordination of the vrork of all other trades: and for performing all work in a safs and satisfactory manner. DATE: �. %0 GY: MIAMI•DADE MMII D ® ADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION, T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wwv.miamldade.aov/economy Lawson Industries, Inc. 8501 NW 90a' Street Medley, FL 33166 ,SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami Dade County) reserve the right to Have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is "approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SDG-9200" Aluminum Sliding Glass Door (Steel reinforced)- L.M.I. APPROVAL DOCUMENT: Drawing No. L9200-1201 Rev C, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12 and last revised on NOV 21, 2017, signed and sealed by Thomas J. Soto, P. E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami Dade County Product Control Section. i 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 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 ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by`the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA #14-0908.02 and consists of this page 1 and evidence pages E-1, E-2, E-3, E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No.17-1212.05 MIAMMAUECOUNTY Expiration Date: February 13, 2023 "' • • �M Approval Date: January 257, 2018 Page 1 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous fzles A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.12-120412) 2. Drawing No. L9200-1201, titled "Series SCTD-9200 Aluminum Sliding Glass Door (LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12, with the latest revision `B", dated 04115115, signed and sealed by Thomas J. Soto, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum SGD, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s I ETI-11- 3269, dated 05/16/11, BETI--11 3292, dated 10/20/11, BETI-11 3274, dated 10/20/11, HETI-11 3329, dated 01/16/12, BETI-12-4040, dated 10/12/12, FiETI 12-4051, dated 06/13/12, HETI-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 05/16/11, HETI 11 3275, dated 10/20/11, HETI--11 3307, dated 10/03/11, BETI 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 i 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12- 4041, dated 10/12/12, signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 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 L Chanda, P. E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13, 2023 Approval Date: January25, 2018 E-1 Lawson Industries: Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTEVUED) 5. Test reports on: 1) Air Infiltration Test, per FBC,. TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842--04 along with marked —up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-11- 3313, dated 10/20/11, signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under previous NOA No.12-1204.12) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1, TAS 202 94 and per ASTM F 84244 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). 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 06/19/14, expiring on 12/11/18. Isha I. Chanda, P. E. Product Control Examiner NOA No.17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 25, 2018 E-2 NOTICE OF ACCEPTANCE:. EVIDENCE SUBMITTED MATERIAL CERTIFICATIONS - 4. Notice of Acceptance .No.. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer", expiring on 12/11/16. 5. Notice of Acceptance No. ' 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® Interlayer", expiring on 01/14/17. 6. Notice of Acceptance No.14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 7. Notice of Acceptance No.14-0423.16 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04/14/18. 8. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 9. Technical data sheet of flexible vinyl compound FPVC 7267-75 (White) & FPVC 7200- 75 (Black), published by Team Plastics. Inc./ Bayshore Vinyl Compounds, Inc. STATEMENTS 1. Statement letter of conformance to and complying with FBC 51h Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letters of no financial interest, independence, conformance and complying with FBC 2010, issued by manufacture, dated 12/03/12, signed and sealed by Thomas J. Soto, P. E. (Submitted under previous NOA No. 12 1204.12) 3. Laboratory compliance letters for Test Reports No.'s HETI-11-3269, dated 05116111, HETI-11-3270, dated 05116111, HETI-11 3271, dated 10/20/11, HETI-11-3272, dated 10/20/11, HETI-11-3274, dated 10/20/11, BET- 11-3275, dated 10/20/11, HETI-11- 3291, dated 01/15/113 HET-11-3292, dated 10/20/11, HETI-11 3307, dated 10/03/11, HETI-11-3313, dated 10/20/11, BET-11-3314, dated 10/20/11, HET- 11-3329, dated 01/16/12, HET-11 3330, dated 01/16/12, HETI-124040, dated 10/12/12, HETI-12- 4041, dated 10/12/12, FIETI-12-4051, dated 06/13/12, HETI-12-4052, dated 07/10/12, HET-12-4053, dated 09/24/12, HETI-12-4054, dated 09/24/12, HETI-12- 4064, dated 09/24/12, and HETI-12-4065, dated 09/24/12, all issued by Hurricane Engineering & Testing, Inc., all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No.12-1204.12) Laboratory addendum letter for Test Reports No.'s HETI-11 3269, HETI-11 3270, HETI-11 3271, HETI-11 3272,HETI-11 3274, HETI-11 3275, AETI 11 3291, BETI--11 3292, HETI-11 3307, HETI-11-3313, HETI-11-3314, BETI-11 3329, HETI-11-3330, HET- 12-4040, HETI-12-4041, HETI-124051, HETI-12-4052, BETI-124053 , HETi-12-4054, BETI-12-4064 and BETI-12-4065, dated 01/15/13, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz= Seda, P. E. Is aq 1. Chanda, P. E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 25, 2018 E-3 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED STATEMENTS (CONTMED) 4. Laboratory addendum letter for Test , Reports No.'s HETI 11 3269, B ETI-I1 3270, HETI-11 3271, HETI-11-3272,HETI-11-3274, - HETI-1 i 3275, HETI-11 3291, HETI-11-3292, HETI-11 3307, HETI-11 3313, HETI-11-3314, BETI-11 3329, HETI 11 3330, HETI-12--4040, HETI 12-4041, HETI-12-4051, HETI-12-4052, BETI-124053 , HETI-124054, HETI 12-4064 and HETI-124065, dated 01/15/13, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz- Seda, P. E. (Submitted under previous NOA No. 12 1204.12) 5. Proposal issued by Product Control, dated 03/30/12, signed by Jaime D. Gascon, P. E. 6. (Submitted under previous NOA No. I2-1204.12) 7. Proposal issued by Product Control, dated 03/13/08, signed by Ishaq Chanda, P. E. (Submitted under previous NOA No.11-0518.03) $. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3078, dated 01/10/02, signed and sealed by Luis Figueredo, P.E. (Submitted under previous NOA No. 02-1126.04) 9. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTI. -3525 and FT1-3572, dated 09/09/02, both signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 02 1126 04) 10. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3424, dated 04/18/02, F11-3425; dated 04/29/02, FTL-3426, dated 3 04/26/02, FTL-3492, dated 06/20/02, FTL493, 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) 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. 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 Approval Date: January 25, 2018 E-4 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. None QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc.(Former E.I. DuPont DeNemours) for the "Sentry Glass ® clear & white interlayer", expiring on 07/04/18. 2. Notice of Acceptance No.16-1117.01 issued to Kuraray America., Inc. for their "Trosifol Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. 3. Notice of Acceptance No.15-1201.11 issued to Eastman Chemical Company (MA,) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (61h Edition) and "No financial interest" dated 11/17/17, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E. i G. OTHER 1. This NOA revises & renews#14-0908.02, expiring 02/13/23. i d is �—R l . C�/- ... Ishaq L Chanda, P. E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 25, 2018 E-5 MULTI —SLIDE DOOR ELEVATIONS WITH & WITHOUT POCKETS SERIES: SLID-920O -SEE L SEE BELOW SEE BELOW 5EE BELOW -�NOTE 5. ..��NOTE f5. _l NOTE J5.1 NOTE g5.7 11 F ; ; , F_ h it 1 U/% Y I t y /y /j, U 1 1 ' "" " 1 Y 1 0 :/i U I 1 p i u '' '' 'IL F �. _�i 1 s 1 IMPACT SLIDING GLASS DOOR o ,o .o y .a o v General Notes ` a + r a a•1 i•.. 11 = 1 1 a= a= {, a 0 a-j 1.) THIS DOOR SYSTEM IS DESIGNED AND TESTED TO COMPLY W/ THE REQUIREMENTS OF THE FLORIDA BUILDING CODE , rn N ¢ m p 1O p z J u i 1 I y °; 11� �, a= �„ a, �,11 (2014-5th Edition & 2017 6th Edition) INCLUDING THE HIGH VELOCITY HURRICANE p m O 1 .A ,q ZONE VELOCITY (HVHZ) AND ASTM 1300-04, THIS PRODUCT o u1 q al 1q. , a• a• .� •� / IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 31�v t z r 7 i 2.) WOOD BUCKS SHALL BE INSTAT.1.Fn ANTI ANCHnRVn SO THnm THE o s^ X-LP or RP-X 2D/2T - XX or - 4D/3T - XXXX or 4D/2T ' XX-LP or RP-XX or LP-XX-RP LP-XXXX or RP-XXXX or LP-XXXX-RP - RP 2D/2T S RP - �/2T RIGHT POCKET SHOWN RIGHT POCKET SHOWN 4D/3T (LEFT POCKET OPPOSITE) (LEFT POCKET OPPOSITE) RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL DOOR SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.) AND AS TABULATED ON SHEETS 2, 5, & 8 of 14.1D/2T 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER A SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Z . ! 0 0 Z p m a Z � j 2 j II��()1III s o 1 a 0 m _ z ¢ 0: ca! Cn z 0 " o m 0 C r� a SEE BELOW 4D/2T Cl 'NOTE #5. 2D/2T - LP/RP 6.) DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE H.S. LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETS 9 2, 5, & B). et �I..I S" �/., f� u .ti0 Z i r F � SEE BELOW '- NOTE pg. /2T - LP/RP o t .1 a'7 ' & lI OF 14. 'n..m� „=„H,.,.,.,..n. uETAKS SEE SHECRi U. 4. U. 7, B, 10, B.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND TO BE APPLIED W/ SILICONE. 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND �I 1� 5 or j() 4, p "" F ¢ a a rn 1 o a• a• -cl a• i - ANCHORED (BY OTHERS), PRIOR TO DOOR INSTALLATION. WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CHAPTER 24. 0 i1� •� •O .fly 4D/3T - LP 10.) APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS WITH FIXID V CV 1 LEFT POCKET SHOWN PANELS, ALL MOVING PANELS, INCLUDING WITH OR WITHOUT (IA-RH) POCKETS. - _ N Q r. y W a r --. 7 . ., �....��� .......... 3D 3T - XXX or I ...� m°,.,.,,.o uwn° m,n -HER TYPES Or MIAMi-DARE COUNTY APPROVED PRODUCTS USING A MUMI-DADS COUNTY APPROVED MULLION IN BETWEEN ARE ��(( LP- XX or RP-XXX NOTES: ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE DOORS OR MULLION APPROVAL a 1) REFER TO SHEETS 8 OF 14 FOR GLAZING OPRONS AND OP CHARTS. 4D 2T - LP WILL APPLY TO THE ENTIRE MULLED SYSTEM. 12.) FOR METAL ATTACHMENT DETAILS & NOTES SEE SHEETS 3, 4. 6, 7, 9, 10. ® 2) REFER TO SHEETS 9, 10 & 11 OF 14 LEFT POCKET SHOWN _j & I1 OF 14. F o o- 3D/3T FOR TYPICAL CROSS-SECTION DETAILS. (RIGHT POCKET OPPOSITE) 13) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS 3) REFER TO SHEETS 9 OF 14 TO BE PAINTED OR PLATED AND SHALL MEET THE FLORIDA BUILDING CODE. FOR TYPICAL ANCHORS AND NOTES. 4) PANEL STACK CONFIGURATIONS ARE 14.) POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET B OF 14. REFER �+ m m my_ REVERSIBLE. --- 5) FOR POCKET WALLS SEE GENERAL TO SHEET 11 OF 14 FOR ADDITIONAL DETAILS. 15.) POCKET WALLS ARE NOT PART OF THIS APPROVAL. y S '�" #o-. 3D/3T - LP NOTES j115 & 16. 16.) POCKET WALLS SHALL BE UNDER SEPARATE APPROVAL AND TO BE REVIEWED r w - o n, 2 RIGHT POCKET SHOWN BY THE ENGINEER OF RECORD (EOR). o° c s c c F (LEFT POCKET OPPOSITE) o a o- c D c' a ;.•_ �>;. ;>. �, „ ;, ;y. , s ,, Il®r t�' r '� !� !!f a•< LAMINATED GLASS s w w LARGE MISSILE IMPACT a z z DOORS GLAZED WITH LAMINATED GLASS RATED FOR e o ° z 9 LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. 3 a . m _•�isStSFEtCldll�_ �rr %Q5• • * �3 . ..........1L �� L�J�J� 2D/27 - XO 2D/2T - pX - 3D 2T - OXO / 4D/2T - OXXO � �m A Nz„ oz°"'G2%2 t n a 'a X' I a O +• 2 DOOR 3 & 4 DOOR+no.+. la°.a' wmn ��e.:..,.- ca I F oc• NOTES: NOTES: 1) REFER TO SHEETS 2 OF 14 FOR 1) REFER TO SHEETS 5 OF 14 FOR A yaN•! -1Z zor R'ddl•� 41e 2 S Z o O y. I o �• • I FOR GLAZING OPTIONS AND DP CHARTS. GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEETS 3 & 4 OF 14 2) REFER TO SHEETS 6 & 7 OF 14 4yJ� � +m��••. yN I •�••,•",•AO FOR TYPICAL CROSS-SECTION DETAILS. FOR TYPICAL CROSS-SECTION DETAILS. 3) REFER TO SHEETS 3 OF 14 3) REFER Pnil,tdCd y Oil , TO SHEETS 6 OF 14 FOR TYPICAL ANCHORS AND NOTES. FOR TYPICAL ANCHORS AND NOTES. �Idlddlt9 OZ`" O DESIGN LOAD CAPACITY - PSF (STD. 2 1/4w SILL) NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' WIDTH HEIGHT FT./IN. FT./IN. I EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 5/0 STEEL) (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 55.7 75.0 8/0 (WITH STEEL) 6/8 56.7 85.0 56.7 70.0 56.7 78.8 56.7 68.8 8/0 (WITH STEEL) 8/0 56.7 65.0 56.7 65.0 X X X X DESIGN LOAD CAPACITY - PSF (WITH 3" SILL RISER) NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' WIDTH HEIGHT FT./IN. FT./IN. EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) I EXT. (+) INT. (-) 5/0 (NO STEEL) 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 6STEEL) (NO STEEL) 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 8/0 (WITH STEEL) 6/8 76.7 85.0 70.0 70.0 76.7 78.8 68.8 68.8 8/0 (wlrH srEEL) 8/0 65.0 65.0 65.0 65.0 X X X X 98 3/8" MAX. 13 1/4" MAX. CLUSTER OF SPACING LIMITATION: TYp 4 ANCHORS Anchors not to exceed AT SOLE ENDS 10 1/2' D.C. of Daars HEAD/SILL smaller than 60" in wi lh, 7/16" LAM. GLASS D I // X. _ _ 9 E C7 v = a = fi O \ 0 M W 0 J Ilk z o all-maa m STEEL REINFORCING AS REOD. SEE CHART AT LEFT o I NOTES x o 1) REFER TO SHEETS 3 & 4 OF 14 1 1/ �i FOR TYPICAL CROSS-SECTION DETAILS. 44 3/4" MAX. 4- 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" 1 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 go-3/'.1 DOORS GLAZED WITH LAMINATED GLASS RATED FOR TESTED UNIT (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) - LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. ;---BULB VINYL. 17 =BULB VINYL 17 �-BULB VINYL 17 ;-BULB VINYL 17 ; 3/16' HEAT STREN'0 CLASS--3/16" HEAT STREN'D GLASS -3/15- HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS .090 INTERLAYER .090 PV8 INTERLAYER 090 SAFLEX HP I .090 PVB SAFLE% SentryGloss bY• 0: Trosifol PVB by: 2 -Clear or Color Gloss Interlayer 0_ Clear or Color Glass Interlayer Kuraray Americo, Inc. � I- •� Kuraray Americo, Inc. by: Eastman Chemical Co. Z La , i by: Eostmon Chemical Co. �J/16" HEAT STREN'D GV55 m L -3/16" HEAT STREN'D GLASS m 'I 13/16' HEAT STREN'D GLASS m I i _3/16" HEAT STREN'D GLASS Z SILICONE V1 ,!' I SILICONE Z to I Z i SCHNEE-MOREHEAD 5731 In ! I N SILICONE N SILICONE SCHrvEE-MOREHEAD 5731 N aD g rDOW CORNING 899 - g ,, �' SCHNEE-MOREHEAD 5731 SCHNEE-MOREHEAD 5731 t7 i0 r DOW CORNING 899 ro*TREMCO '-CORNING 899 `� g ,i j'p0W CORNING 899 Y TREMCO SPECTRUM 2 TREMCO SPECTRUM 2 SPECTRUM 2 \! TREMCO SPECTRUM 2 R'ROOUErY6Ye'ao I ao AaafTraCcNIt/ /Z/Z$ate I �L IJ 11 eord GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'CGLASS TYPE 'D' GLA7ING. 1]FTAII C MAX. IYP. M y rn 3 a m a s O q O ETD/SILL :ORNERS moo C ,� n f� m 3�n Q i a c h c co O m a u z j Z O o 0 2 A f a ram r\1�¢ � Q co z F ME< -e i ®~ Q z� Z 9 cr U c �N oam :4o N 04 a j. > N U C\2 W f InN �I< I nl 8 nl of �I�olB m • � •''t ��'to• I LL CM Wo G•Je o¢r11V 1.. 07Ub"I a✓0 •' o OPO .........•• OeA�A7/ilP::CB A � ''1`6;0�6 Z¢ ca TYPICAL ANCHORS 6SEE AIRS ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS METAL 1" Min. JELEV.FOR TYPICAL ANCHORS IN PAIRS STRUCRIRE �SEE ELEV. FOR SPACING to1BYEdge Dist.W000 BUCKeMSEO.) '4MIN. N •-- mpN alarm J O O ...........1 � E II to IS = \tn Min. O -D Edge Dist. 1 I' I EE TES FOR SPACING) I goI 17 II �Ir I III I Ii II MLN. EM9D1.) II �— I :III 7/16'-LAMINATED GLASS 29 II NOTES: 1) REFER TO SHEET 2 OF 14 I141 o �II FOR GLAZING OPTIONS AND DP CHARTS. III 2) REFER 'TO SHEET 4 OF 4 P: w FOR HORIZONTAL CROSS-SECTION DETAILS. f.I I�I 3) REFER TO SHEET 2 OF 14 a FOR MAX. ANCHOR SPACINGS. 14 E I I, I i I I I� 199 I� NU i I�•II III�II 0_ �O I9Ih I I II JI �F yN I _Jw /B. N X SILLL6RISER w ADHERED TO S 5 ILL Ld i 10 ' 111t;III i l�lW J�g�I�gIII" II�WI WITH SILICONE > v) FULL LENGTH OF UNIT N L 21 O 2 19 J� 14 A L 2 \NS n N 0 • ' N Wi 14 •1/4' .20 TAPCON or APPROVED ECUAL BY EDR V/ 1 3/4• MIN. EMBED. INTO 3.2 KsI C.— E 6• FROM CORNERS A SEE ELEVATION AT SHEET Nan -Shrink, Nan-Mateaic 2 OF 14 FOR MAX. SPACING. Croul of Minimum 5 Ke. TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 2i r h V] META RTR CTUR ATTACHMENT DENT 1 NOTE: 1. ALL STEEL CONTACT WITH 3 4" Min. ALUM. TO BE PAINTED OR PLATED, ICAL ANHORS IN PAIRS Ede Dist. 2. METAL STRUCTURES: (j G Cg A) STEEL : Fy = 36 KSI MIN. ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS (STEEL 12 G. MIN. THICK 0.105' SEE ELEV. FOR SPACING B) ALUMINUM : 6063-15 MIN. ti Q / (ALUM. 0.078- MIN. THICK) ` a a H0. C, 2BY Wood Buck Substrata or Ta Wootl Stra tore ./ (SC) MIAMI-DARE TAUNTY Specific G 'ty- .55 ram. (TyP.) APPR'D ,MULLION SEE SEPARATE NOA E,.`D V UO n.vi`ri'n'ac'wun0i ® ¢ 'Z' a W N a j C) ^ N WORD BUCKS AND METAL POSED B G NOT BY LTEM N IND. ` FI MUST SUPPORT LOADS IMPOSED 81' GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. �+ g TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING N = ANCHOR TYPE CHART W CONC. or MASONRY (min. ANCHOR OPTIONS HEAD -SILL JAMB EmLedmen Edge Diet Concrete ELCO ULTRACON 1/4' 1/4" 1 3/4" 1' 2.85 Ksi BUILDEX 1/4" - 1 3/4' 4' J.2 Ksi BUILDER - 3/16' 1 3/4' J' 3.2 Ksi ANCHOR TYPE CHART IN 2X WOOD BUCK Ifmin.) ANCHOR OPTIONS HEAD -SILL JAMB Embedmen Edgc Diat 2X Rood ELCO ULTRACON 1/a' 1/4' 1 BUILDER 1/4' 1/4" 1 1 7/4' 1' SS SG S.M.S. (Into 2%) B12 #12 1 1 1/4' 1' .55 SG PRODUCT UttILLY LtK JELE UNILLING 5 R WS INTO METAL STRUCTURES STEEL : 12 CA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.) (STEEL -N CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 012 PROVED MULLIONS (NO SHIM SPACE) jw;l D DISTAN .F(1/4") INTO CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON) (1/4') INTO CONCRETE AND MASONRY - 4" MIN. (ITW BUILDER) (3/16-) INTO CONCRETE AND MASONRY - 3- MIN. (ITW BUILDEX) Z INTO WOOD STRUCTURE 1" MIN. Oyu C ITO METAL STRUCTURE 3/4" MIN. SEALANTS: �o4a j0i d ' FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. Io •>IizI�zI3U I TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING SHIM 4 — i ST (Ylx. F?IBED.) TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING GG--- /4" MAX. (!+ cwu—"1 (� I �l 2EIY WDUCK OR j / WOOD TURF ANCHORS IN PAIRS J. FOR SPACING 1/4" MAX. METAL STRUCTURE ATTACHMENT DETAif_ NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: Al STEEL : Fy a 36 KSI NIN. (STEEL 12 GA. MIN. THICK - 0.105' B) ALUMINUM : 6053-T5 MIN. (ALUM. 0.078" MIN. THICK) O _t 1/4" I U `— — — — —{SCREENS OPR.— (YIN. F1BED.) IIII11-`— NOT REOD. ON 25 �6/0 X 6/8 SIZES SEE CHART ON SHEET 2 OF 14 2D/2T — XO (ShOWri) EXTERIOR DOOR WIDTH 2D/2T — OX (Reversed) NOTES: 1) REFER TO SHEET 2 OF 14 FOR GLAZING OPTIONS AND DP CHARTS, 2) REFER TO SHEET 3 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 3 OF 14 FOR TYPICAL ANCHORS AND NOTES. ' 4) REFER TO SHEET 2 OF 14 FOR MAX. ANCHOR SPACINGS. 1/4" SHIM TYPICAL ANCHORS IN PAIRS MAX. I ' . SEE ELEV. FOR SPACING z � 3 17 23 6 24 e , a x ID7 P"DUCrnevNM t s ,raµ+PbVi'rF1Y � DIaFtOc 17-l212•a� D.L. OPG. PANEL WIDTH _ (YIN, EYBED.) r tYnllN IBY P.T. WOOD BUCK Z 2 A"02111oA7gyoe � us'r oxxo oxo APPROVED CONFIGURATIONS (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) BULB VINYL 17 3/16" HEAT STREN'D GLASS .090 PVB INTERLAYER a Tmnifal by. F Kuroray Americo Ia m 2: 3/16• HEAT STREN'D GLASS to yyyy 91LIGDNE SCHNEE-MOREHEAD 5731 of r.D DOW CORNING 899 N TREMCO SPECTRUM 2 GLASS TYPE IDOW 7 EAT STREW GLASS INTERLAYER aGlass by: y America Inc. Z m16' HEAT STREN'D GLASS NSILICONE SCHNEE-MOREHEAD 5731 00 5 CORNING 899TREMCO SPECTRUM 2 GLASS TYPE 'A' GLAZING DETAIL 196 1/4" MAX. .-. 13" MAX. 7YP. DOOR WIDTH CLUSTER OF\\ HORS A7 HEAD/SILL AT STILE ECENDS� 6" MAX. TYP, c LL) A2 `HEAD/SILL CORNERS q v no �m o n II n p I � o InnI '/16. OVERALL LAM. GLASS � a O I I C 1 E II / =a= a0 C2 z o If II rn a M n � II II 30 B3 0 II o a I I STEEL RONFORCING B2 II Q AS REDD. O X n x I 0 E n f h M � h a Np o 410 O q moo o O df A 3"v a z� oo Z N W = 0 Z o CV aM �< N 6F . A N ��a R .a M a C U z ®~ `z� O 0z 111 N C z z Qi O v O ' C 0 C\2 E > 50" MAX. PANEL WIDTH 44 3/4" MAX. D.L. OPG. 50" MAX NOTES: 1) REFER TO SHEETS 6 & 7 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 2) REFER TO SHEETS 6 OF 14 rn a w z < Of �, � z H co Pa g PANEL WIDTH FOR TYPICAL ANCHORS AND NOTES. - 4 DOOR - TWO TRA " "oxxo" TrPICA ATION LAMINATED GLASS TESTED UNIT LARGE MISSILE IMPACT o e \ o 0 u CAPACITY - PSF DOORS GLAZED WITH LAMINATED GLASS RATED FOR p TYPES A' OR 'B' LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. e g o � o u i z z DESIGN LOAD GLASS PANEL WIDTH NOMINAI. FT./IN.(+) EXi. (+) INT. (-) EXT. (+) INT2/6.7 NDARM2-1/4" 2-1/4 R[SER 3" RISEEO 4/0.7 4/5'7 4/11.7 56.7 60.0 60.0 63/0.7 56.7 60.0 60.0 63/6 .7 56.7 60.0 60.0 6 IF 56.7 60.0 60.0 60.0 56.7 60.0 60.0 60.0 56.7 60.0 60.0 60.0 2/5.7 3/0 3/67 4/07 56.7 60.0 60.0 60.0 .7 56.7 60.0 60.0 60.0 56.7 60.0gfl��,Olq 56.7 60.0 PANEL MAX. D.L.O.: 3/0 X 6/8 = 32-3/4" X 74-3/4" 4/O X 6/8 = 44-3/4" X 74-3/4" VI 1 X 6/8=55-3/4" X 74-3/4" 3/D X 8/0 = 32-3/4" X 90-3/4" S/O X 8/0 = 44-3/4" X 90-3/4" 14LODUCt➢E:i narW//ce relri UeRit/0 6dAing L'.Mr Axepre« N� I212.O S E>tpiTitLle d 3 ITtkat'aw ffOdOd ELrnl 6 rc I s2,3.e b's�rrta p7t •� ij� PBr I J .............. 4 , -rfe B ,OA4 0. PPrag`af�epeaeet' of Grout or TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS METAL 1" Min. SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING STRUCTURE BUCK 1 3/4" (MIN. EMBED.) 1„ Edge 0 (YIN. E BED.) —7/16'-LAMINATED GLASS II 29 I 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. r �n r rc nnA. srnnrva 'PICAL ANCHORS IN PAIRS .E ELEV. FOR SPACING 5 IN PAIRS SPACING uck Substrate or :re v/ (SG) ity^ 45. (TYP.) 14. to a C �+ O m C VI a N M m "I Z Ne°W°1NWg°M ° \ N O b V O O a OCR O U Z YET 1. cPR C'Trmc ATTACHYa`"" DETAI c NO. w p Z C 1 ALL STEEL OBE CONTACT m aAUUM. 0 Dist_ 2. METAL STRUCTURES: A) STETT.: Fy = 36 YIN. q 14XSIIC CAL ANCHORS IN PAIRS (STEEL 12 GA YIN. THICK 0.1057 ELEV. FOR SPACING B) ALUMINUM : 6063-T5 MIN. j A O (ALUM. 0.078" YIN. THICK) W MWII-DARE COUNTY Q () rn E APPR'O MULLION SEE SEPARATE NOA Wtnl°T�3 ® V U � � U W � �INV a Od � Od W C O Y Dist. U Q W F € 2UCTURFS NOT BY LAWSON IND. ED BY GLAZING SYSTEM AND DING STRUCTURE. /z `+ TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING k ANCHOR TYPE CHART IN CONIC. or MASONRY min. ANCHOR OP710NS HEAD-5117. ]ANB Embedmen Edge DLL Conomte ELCO ULTRACON 1/a' I/4' 1 3/4" 1' 2.85 Ksi BUILDEX 1 1 3/4" 4' 3.2 Ket BUILDEX 3/16' 1 3/4" 3' 3.2 Kst ANCHOR TYPE CHART IN EX WOOD BUCK (min. ANCHOR OPTIONS HEAD -SITE JAMB Embedmen Edge Dist. 2: 1Yood ELCO ULTRACON 1/a' 1/4' I 1/a' 1' .55 SC BUILDEX 1/4' i/4' 1 1/4' 1' .55 SO S.M.S. (Into 2X) #12 1 #12 1 1/4" 1' 1.55 SO - I �I INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) I ALUMINUM : 1/8" THK. MIN. (8063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I �� INTO APPROVED MULLIONS (NO SHIM SPACE) m TYPI 1 DISTANCE oa (1/47 INTO CONCRETE AND MASONRY = I" MIN. (ELCO ULTRACON) Nz (1/4") INTO CONCRETE AND MASONRY = 4" MIN. (ITW BUILDEX) 1' WEEP NOTCN <� AT EACH END (3/16'7 INTO CONCRETE AND MASONRY = 3" MIN. (ITW BUILDEX)eu x . IL ANCHORS INTO WOOD STRUCTURE = 1" MIN. 2 PER CLIP 0 INTO METAL STRUCTURE 3/4" MIN. E"o� SEALANTS: a a FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. •�12•b al �I °I E'. of zl �I U i s III 0 a F _ 1 // I i�. d 1 U I o 4 o-, A3 1J T I a= 41 POCKET WALL t SEE NOTE #3. X-RP or LP-X ("'.) ' m F / I ` C3 a° r= 0 X j C2 0 m Z p r � XX or XX-RP or LP-XX or RP-XX-LP r- -_1 m FOil y 1 LEE pOCKET WALL �NOTE e3 c XXX RP-XXX (TYP') I or or LP-XXX I I y F 1 i Is c- 1 r a' a• a• 1J I, 189 3/4 TEST DOOR WIDTH w/ SINGLE POCKET & NON -POCKET MAX. WIDTH 191 1/4" 13 1/4" MAX. TYP. CLUSTER OF AT HEAD/SILL AT STILE 6.� , 7.�F6-�I �HEALD/ 48 3/4" MAX. ' L a= II a III =a II =a 1l PANEL MAX. O.L.O.: ' i 3/0 X 6/8 = 31-1/2" X 74-1/4" r � XXXX or RP-XXXX or LP-XXXX or RP-XXXX-LP 4/0 X 6/8 = 43-1/2" X 74-1/4" APPROVED CONFIGURATIONS 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"or (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) BULB 'A"I BULB NNYL 17 J/16" HEAT STREN'D GLASS 090 PVB Interlayar 3 16" HEAT SrREN'0 GLASS / Sofle" CP-Sollex & Sofle: HP by: Eostmon Chemical Co. 090 PVB INTEfiLAYER a Z F Trosifol PVB by: Trosifol PVB or SenlryGlass by: Kuroroy m K oroy Americo Inc. t_ America Inc. Z 3/16• HEAT STREN'0 CLASS ? � 3/16• HEAT STREN'D GLASS � rn SILICONE � N 00 g - g SILICONE DOW CORNING 899 OOW CORNING 899 14 aD IIII' 40 GLASS TYPE 'A' GLASS TYPE 'B' GLAZING D TAI � III 7/I6" OVERALL TAM. GLASS X STEEL REINFORCING AS REOD. X 43 1/2" MAX. D.L. OPG. 49 1/8" MAX. ' PANEL WIDTH 4 DOOR - THR F TRACK "XXXX" TYPICAL ELEVATION TESTED UNIT DP CAPACITY - PSF (2 1/4" SILL) DP CAPACITY - NOMINAL DOOR SIZES CLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE WIDTH HEIGHT Fr./IN. FT./IN. EXT. (+) INT. (-) EXT. (+) INT. (-) EXT.E%T. (+) INT, (-) 8/0 (20R) (W/ I STEEL) 8/0 56.7 68.0 56.7 68.0 68.0 68.0 68.0 68.0 8/0 (2DR) (W/ 2 STEEL) 8/0 56.7 68.0 56.7 68.0 68.0 68.0 (")68.0 (�)68.0 12/0 (30R) (W/ 1 STEEL) 8/0 56.7 68.0 56.7 68.0 - - 68.0 66.0 12/0 (3DR) (W/ 2 STEEL) 8/0 56.7 68.0 56.7 68.0 68.0 68.0 (�)68.0 (")68.0 16/0 (4DR) (W/ 1 STEEL) 8/0 53.3 60.0 53.3 60.0 60.0 60.0 60.0 60.0 16/0 (4DR) (W/ 2 STEEL) 8/0 53.3 68.0 53.3 68.0 68.0 68.0 68.0 68.0 WN X Do E POCKET WALL SEE NOTE #3. (TYP.) C F o O A O1oo- 0 qy A i >_ am I ? � /1�FORETYPICAL HCROSS -SECTONI DETAILS.. H 2) REFER TO SHEETS 9 OF 14 FOR 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 (S" SILL) LAMINATED GLASS GLASS TYPE LARGE MISSILE IMPACT (') 2dr/3dr DOORS MEET +76.7 & -78.0 DP w/ 'DuPont 0.090" SGP Laminate 1HtODUCtRCV6M eA ecmplylaQwiH Ue Pi1L10� 6ddi°®6'rM 17-1212•D Aoceplua Na, Esptreoir Dose 2 � m e ., . Szn 1 .P/o1YtF m w p o r'/i 3 � a a� e 1" Min. 1/4' TAPCBN or APPROVED EQUAL BY FOR TYPICAL ANCHORS IN PAIRS METAL Edge Dist. V/ 1 3/413 MIN. EMBED. 3.2 Conc. SEE ELEV. FOR SPACING STRUCTURE SEE ATI e6•FROMCORNERS L SEE ELEVATION AT SHEET 8 OF 14 FOR MAX. SPACING. 39 03 =ANCHORS 1/4.a r 1 J/a'(NIN. EMBED.) I ° d • ed7 N] to �.� ed. a d. (MEN. ENBEDJ d \ M y D: w<cF RrYan4 ... Mrtol TNdnraatc b a tc �-.., _'...'•:a.:: i /4" MAX. U o I GAP { o mzp .. 2 q 3 di zi y t� I BY IT - cap o d Ea. ++ VOW BUCK METAi. LT tR ATTACH NT DKTAIIc N TYPICAL ANCHORS IN PAIRS NOTE: C7 Z 1 j5� SEE ELEV. FOR SPACING 1. ALL STEEL IN CONTACT WITH •� 2BY Wood 8uek S.bstmte ALUM. TO BE PAINTED OR PLATED. a z F p CLEAR SILICONE 2. METAL. STRUCTURES: Q U DT TT BEWING COMPOUND Wood St—tum w/ (SG) TYPICAL ANCHORS IN PAIRS A) STEEL Fy = 36 K51 MIN. /.'1 Specific Gravity .55 min. SEE ELEV. FOR SPACING p �1' Tn 'J �/ (T7PJ (STEEL 12 GA. MIN. THICK - O.ID51 V N B) AIUMINUt1 Iioo-TS MIN. R M] (ALUM. 0.078' MIN. THICK) (j ~ 1 I/4MIAMI-OADE U COUNTY Gyl y (MED.) APPR'O MULLION SEE SEPARATE NOA @. /16'-LAMINATED GLASS L ] vm, erywm . w<m IMclvwca 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. � Z w n� U � � Q _mow wU � = N N � CY \W JO N UN N Un 1/8� SILL, RISER h = UNIT SILL d �, II ..4.Q.."21 y.. .' :y20 ��..4 .^ a �� 1 3 a i ^,. ,....4 (MIN. �BED.)n �1/4' TAPCON or APPROVED EQUAL BY FOR V/ 1 3/4' MIN EMBED. INTO 3.2 K.1 Conc a 6' ..' A FROM CORNERS 6 SEE ELEVATION AT SHEET B OF 14 FOR MAX. SPACING TYPICAL ANCHORS IN PAIRS PICAL ANCHORS PER CLIP o ,l 5: X ¢ X dRtonucrnxv� F o F 0 � arWl Rdu the � N ¢ � pq Awepawer4. 1. 2 Z 0 xqkwm WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. F € MUST SUPPORT LOADS IMPOSED 8Y GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. - TYPICAL ANCHORS • SEE ELEV. AT SHEET 8 FOR SPACING ,n i ANCHOR TYPE CHART IN CONC. or MASONRY min. ANCHOR OPTIONS HEAD -SILL JANB Em6edmen BdBe Diet Concrete ELCO ULTRACON 1/4' 1/4' 1 3/4' 1' 12.85 Xi BUILDEX 1/4• 1 - 1 3/q• 4" 3.2 Ksi DUILDEX - 7/I6" 1 3/4" J' 3.2 Ksi ANCHOR TYPE CHART IN 2X WOOD BUCK (min. ANCHOR OPTIONS HEAD -SILL JAYB 8mludmen1" 8dae DIsL. 2. if..d ELCO ULTRACON 1/4" 1/4• 1 7/4' .55 SG BUILDEX 1/4' 1/4" 1 1/4' 1" .55 SG S.M.S. (Into 2X) #12 1y12 1 1/4' 1' .55 SG L,u c } n� � _ I SELF 1/4" DRI I F X S F DRI IN SCREWS o, I I INTO METAL STRUCTURES I © I 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) •. f a C: ........ r 1 INTO APPROVED MULLIONS (NO SHIM SPACE) TYPICAL S •"C= 4w �O O°� I D• DI TAN (1/4' INTO CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON) FceH y�o vj N 3: 1 IL' I (1/4") INTO CONCRETE AND MASONRY = 4" MIN. (ITW BUILDEX) oU (3/16") INTO CONCRETE AND MASONRY - 3" MIN. (ITW BUILDEX) INTO WOOD STRUCTURE 1" Qmp me, • - MIN. F�i•< a°ev(j ••• '• INTO METAL STRUCTURE = 3/4" MIN. c SEALANTS: a e, fp+JJ�B44 FRAME -AND VENT CORNERS AND INSTALLATION SCREWS AT SILL asil a - SEALED WITH WHITE/ALUMINUM COLORED SEALANT. cz WOOD BUCKS NOT BY LAWSON IN& MUST SUSTAIN IMPOSED LOADS °° 1 /4„ GAP I MAX. / ' C . E. y ILICONE °6 ' EDDING COMPOUNDHES[VE 1 e° • 3.3 13 7/16'-H,S.. LAMINATED GLASS ' m 6 7 29 37 d ' c V O ° CLEAR SILICONE ADHESIVE BEBBINGCOMP13UNpal 33 38 1 ' , 25 27 m o 2 aL v Q A O �i t h 012 X 2' F.H./PMI: S.MS. V/ i 1:h [/] N ° 1 7 13 I 1/4' MIN. EMBER INTO 2x 2 STEEL BARS REOD. ON z° C rn P.T. WOOD BUCK (SEE SHEET A9 SIZES AS LISTED IN DP 0 0 28 FDR FASTENER NOTES AND m w m C ' CHART W/ PRESSURES m m a Z :5 0N SHEET ° ELEVATION AT s B FOR SHOWN ON SHEET 8 OF 14 3 U FOR FASTENER SPACING ) ° I a 16 / 2X I. ` Ll 0 N ee. ( 12 26 17 _ _ e4'. a'a y 07 m -- 8 U Q z L '.. Te 17 � a � E- Crr3 SCREEN DOOR PANEL SCREEN DOOR PANEL 25 1 STEEL BAR REOD. ON C CD .•� -; i.� (OPTIONAL) (OPTIONAL) SIZES AS USTED IN DP EC F p i, :, ': ; ^_� _ CHART W/ PRESSURES c - ' EXTERIORTH SHOWN ON SHEET 8 OF 14 N C p 2 EXTERIOR GRADEtt/a' •�-, ]'a j p (YIN. ENBEEMBED.)DOOR VIDO42 PER CAULKING �J`i' n 2 Q 0 EMBED.). li F 3D/3T — XXX NOTES: 1) REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. COS 2) REFER TO SHEET 9 OF 14 g FOR VERTICAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 9 OF 14 O1 WOOD BUCKS NOT By DLOADLAWSON IND. FOR TYPICAL ANCHORS AND NOTES. \ s o MUST SUSTAIN IMPOSED LOADS � pp 4) REFER TO SHEET 8 OF 14 7/I6'-14.S_ LAMINATED GLASS '1 FOR MAX. ANCHOR SPACINGS. e 29 1 /4'� GAP CL EAR SILICONE ADHESIVE MAX n a r a BEDDING COMPOUND - ^' ° 33 < !'7101 cf Rzvim ": 3 I 13 37 4<. e�WMIkNl6ileKffi o o c >, co O N 7 V e a AseMa�mN. %1 21� -� E o a m6 I _35 a 1112 X 2' F.H./PHL-S.M.S. V/ ��C • e S i o Z x U P.T. WOODN BUCK (SEE TSHEET 49 � �C�11119� x° S $ 1 FOR FASTENER NOTES ANDp .o n ^¢�^- , ] ELEVATION AT SHEET N e FOR x� P8 6 FOR FASTENER SPACING) 2).T, aQ. ggg4 s �7t) is _ aLL I 1 as 25 � e z " C9o;G2/ a 016 p•rv' I :e a Fu a NWm t ''• 3 C. r� --- SCREEN D0l2 PANELnZ� P•�� j Z vf• I L) O EXTERIOR .. ° _.. " �� COPTIDNA o y •• F . I ��. "`'.• - Om� BBC • I EXTERIOR GRADE - - • a A• [ p I (YIN. EMBED.) BOOR VIDTH (96') PERIMETER CAULKING 2D/2T — XX (MIN. EMBED.) A o DOOR BUCK VIDTH f189 3/4') 1 1/4- (um. EYBEO. y O O K32 % 1 3/4• F.H/PHI. SMS v &1 1/4" MAX. V/ 1 1/4• MIN. EMBED. INTO 2X P.T. WOOD BUCK . ro m h R+ O SHIM I SEE OPTIONAL INSTALLATION = FOR POCKET WAILS yFj DETAILS AT SHEET 12 OF 14 7 a SEE GENERAL NOTES o V O y I/4' TAPCON or APPROVED EQUAL BY FOR x I¢ #15 & 16 AT m O n ? Q V/ 13/4• MIN. EMBER INTO 3.2 Ksl Conc. 39 '� '(,' SHEET 1 OF 14. o NOTE: d 3 Q " 6' FROM CORNERS L SEE MAX.SPACING. AT CLEAR SILICONE ADHESIVE STEEL BARS REDO. AS F y SHEET B OF 14 FOR . SPACING. BEDDING COMPOUND USTED IN DP CHART W/ I Z Z ! G7 �D .0 13 33 PRESSURES SHOWN ON 31 16 •� )' Bis.1 o C Z 37 SHEET B OF 14 (EDGE 4 I m i z 26 O 9 __16 6 _ � BEDDING COMPOUND - Z w G [] C1I �. 7 I 16 ______ V 0 17 1 v18 ------- z F ' �_ °Ng 39 6 17 a 0 17��I x 8 25 38 30 O Cv 17 'n 03 It :....r, . b 3 — - — SCREENS OPTIONAL - - EXTERIOR O GRADE 1 y{• PERIMETER CAULKING (YIN. ENBE0.1 TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING 1/4" MAX. 1/4" MAX. SHIM SHIM w a`"iNua.�On: EXTERIOR PI TEST DOOR WIDTH T190 5/01) 4D/3T — XXXXP 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. n----------_ --- 4) REFER TO SHEET 8 OF 14 FOR MAX. ANCHOR SPACINGS. XK& STRUCTURE ATTACHMENT DETAIL 4 NOTE: 1. ALL STEEL IN CONTACT WITH AL ALUM. TO BE PAINTED OR PLATED. MARE 2, METAL STRUCTURES: STRUCTURE A) 0. STEFy = 36 KSI MIN. (STEEL 12 GA. MIN. THICK - 0.105' A B) ALUMINUM : 6063-T5 MIN. (ALUM. 0.078" MIN. THICK) 30 __ SCREEN DOOR PANEL (OPTIONAL) mmuucrnsvi no wlth the rarml. bmngamb 1 1212.Ds [sp4tlir Me "� m' m o ' 1j3 ed �(A px. y fa. G a L5;t4111-'FtggB! YET �:�J.oI SGD-9200 BILL OF MATERIALS — 2 & 3 TRACK 11TENJI PART 4 I OTY I ncsrarnmrnu I --- I L-9211 1 2 TRACK FRAME HEAD 6063-T6 ALUMINUM 1.2 L-9211 1 2 TRACK FRAME HEAD CMulti-Slide) 6063-T6 ALUMINUM 2 L-9206 1 2 TRACK FRAME SILL 6063-T5 ALUMINUM 3 L-9212 2 2 TRACK FRAME JAMB 6063-T5 ALUMINUM 4 L-9204 I X PANEL PANEL TOP RAIL 6063-T5 ALUMINUM 5 L-9205 1 X PANEL PANEL' BOTTOM RAIL 6063-T5 ALUMINUM 6 L-9201 1 PANEL LOCK STILE 6063-T6 ALUMINUM 7 -L-9202 I PANEL INTERIOR INTERLOCK 6063-T6 ALUMINUM 8 L-9203 I PANEL EXTERIOR INTERLOCK 6063-T6 ALUMINUM 9 L-9207 I PANEL ASTRAGAL 6063-T6 ALUMINUM IO L-9209 AS REO'D. ALUMINUM GLAZING BEAD 6063-T5 ALUMINUM 11 L-9214 1 3 TRACK FRAME HEAD 6063-T6 ALUMINUM 12 L-9208 1 3 TRACK FRAME SILL 6063-T5 ALUMINUM 13 L-9213 2 3 TRACK FRAME JAMB 6063-T5 ALUMINUM 14 PVS-016 AS REO'D. BOTTOM RAIL VTS'P ULT.RAFAB #OB6757DK 15 PWS-009 AS REO'D. PANEL TOP RAIL WTS'P .187'x.330' (7830-6001-1) 16 PVS-003 AS REO'D. FIN SEAL WEATHERSTRIP .187'x.210' (7620-6001-9). 17 VWS-004 AS REO'D. BULB VINYL (FPVC) 1/4' O.D. 18 L-9016 2 SELF ADHESIVE PILE PAD 13/16' X 1 1/2' 19 HC-046 2 MVG. PANEL TANDEM ROLLER 2 % EA. MVG. BDT. RAIL 20 FS-003 2 ROLLER ATTACHMENT SCREW 1#8 X 1/2- F.H./PHIL. 21 AR-008 2X PANEL PANEL 'C' TRACK CLIP I 6063-TG ALUMINUM 22 FS-042 AS REOD. 'C' TRACK ATTACHMENT SCREW -#IO X 1' SMS F.H./PHIL. 23 L-9018 1 X ANCHOR FIXED PANEL JAMB CLIP 6063-T5 ALUMINUM 24 FS-011 1 X CLIP FIXED PANEL CLIP SCREW 010 X 5/8' PH/PHIL. 25 AR-020 r INTERLOCK STEEL REINFORCEMENT 1/2' X 1 1/4' C36 KSI) 26 AR-021 ■ ASTRAGAL STEEL REINFORCEMENT 1/2' X 1 1/2' (36 KSI) 27 AR-024 r INTERLOCK STEEL REINFORCEMENT 3/8' X 1' (36 KSI) 28 HC-047 1 MORTISE LOCK HARDWARE I HAN➢LES IL KEEPER 29 x 1 x Panel ""' Lasinn{ed H.S. Glnss See Glnzing Details 30 L-9022 x ASTRAGAL PANEL SILL CLIP 6063-T5 ALUMINUM 31 L-9215 1 POCKET JAMB HOOK 6063-TG ALUMINUM 32 SM-5731 x NEUTRAL CURE SILICONE Schnee -Morehead 5731 33 DC-899 AS REO'D. NEUTRAL CURE SILICONE Dow Corning 899 34 ■ x NEUTRAL CURE SILICONE Trenco Spectres 2 35 HC-045 2 NYLON PLUG C .480' HOLE) RIGID PVC 36 HC-043 2X PANEL NYLON TOP GUIDE RIGID PVC 37 FS-005 AS REO'D. IFRAME ASSEMBLY SCREWS #B X 1/2' P.H. PHILLIPS 38 FS-013 AS RED'➢. PANEL ASSEMBLY SCREWS #10 % I' P.H. PHILLIPS 39 FS-014 AS REDD. INSTALLATION SCREWS #12 X 1 3/4' F.H./PHIL. 40 PL 75.6020 AS REO'D. GLAZING SETTING BLOCK SOFT PVC 1/8' x 1/B' x 2'L. 41 • - SCREEN PANEL ■ 42 SM-5504 AS REO'D. JOINT SEALANT Schnee -Morehead 5504 43 ■ x PERIMETER CAULKING OSI POLYSEAMSEAL 44 r 1 1PRODUCT LABEL x 1 3/4" MIN. NOTE: EMBED. n 1. FOR ANCHOR TYPES SEE c NOTES AT SHEETS 3, 6, & 9. c 2. FOR POCKET WALLS SEE GENERAL e,`.. e m p a za INTERIOR NOTES #15 & 16 AT SHEET 1 OF 14. n m I7 qy TYPICAL ANCHORS AT 8' O.C. INTERIOR O SEE ELEV. i FOR SPACING 35 I,. ou e B 26 m .^0.. y^ 2 17 16 0 `� 17 Z > a Z p Z- 16 N •^ 31 � � r r- u0iw 2 m� a O F > c, C7 I T Z [� m N a 31 16 17 1 Q•.� .- 26 Q 5'5. STEEL BAR REO . ON EXTERIOR TYPICAL ANCHORS a SOD AB( W/ OP bops B 17 hhU ®H ra V Z o AT 8". O.C. F2 SEE ELEV. .1/4" MAX. ' ' FOR SPACING > l�1 p' w SHIM 1 3/4" MIN. EMBED. E+ ey c n O . 10 (n � .� o E EXTERIOR , POCKET DOOR HOOK �lq m x' i m ATTACHMENT DETAILSco .. 1a , Doou—e Hmdmss'A'. ID_— 75 D.2240 - -- Sp¢JcG—riO' 1.45 D-792 Temk Sbmge4PSI 1640 D638 Ultimo Fbngxgrt % 340.0 D638 Modulo @ 101r/ Elaug-dM PSI 765.0 D638 Brittlenmg 31.0 D.746 2. FPVG Wh#e: Coapoend W 7267.75 PHYSICAL ASTM NO. D=o ,Hmdrev'A',10nee 75 D.2240 Spedfx Gmity L.45 IY792 Temde Strmgd4PSI 1640 D-08 Ultb.= l2oegvioo, % 325.0 D638 Modulo ®IDD%Elmgatim, PSI 765.0 D-08 moDUCPYEV m aetutopbief VATS de ikd& ISPSd(o66edv A0aplLtte No 2. WS" Lgnitstitx Oete 7- COMMA 0 ~ x �I A I O I N 7 0 0 Z 0 N N OT N t- O 0 00 v is m 2 LI OW0 11--- 0A N f0r1 W I W N A N N �l b Ut M. Of _ p N El p N O 2A N Ui Z ao rn 6 L in o z O A A 003 N tj���S�jj I O ,•St O i N I N N tT V to ;; O II 0 7LJ N� O O LJ 00 0 N j N O N m A N O W A p y m IJ A m N O o s W A o L m 0 r' U N Z N Ot Ot yyOD N t00 o A 10 t0 m 3 V 0 A O n m T �r O . II O �°••I F� O I O 100 II 00 V `- rn to G N A V N 0 O I�D a 9 �g z 4 l_J v � n z H . yO y • n • a z Q o o 0 I N \ iROMAS 7. StV PROFESSIONAL ENGIN NGIN EER F_ ba C'� ••a�1'.•• A. o inclu NOA 12- lids d 4 de nags w 7.06 �� 0 5 5 & to lecmae uoiu-seas door ei, ./ or WSON 8501 N.W. 90 ST. •: �',; . o pockets and to com i . 2010 FSC MEDLEY, FLORIDA 33166 ' H'I'RIES, I PH No. (305) 696-8660 a. B. Revised to mmpy N/ 2014 FBC C. Revised W —Ply ./ 2017 FBC MANUFACTURER OF QUALITY ALUMINUM I9INDOWS AND CLASS DOORS IV !v D.aw, eP: �� S010�:;;" N. ERAZO �`p8/26/12 SGD-9200 ALUMINUM SLIDING GLASS DOOR (L.M.I.) ° •••},•�(�T (j," :tom Arv4.d DY Dnte R.uW3 DA F,vil R ` N. ERAZO Sry 11/01/17 EXTRUSION DETAILS & FRAME AND PANEL CORNER ASSEMBLY DETAILS —_ --___ -_ C Proauat P•/�nn<t NumMr. D.mAng MvMm /: L9200-1201 w a �o 0 A- IQ ro-� O L � m of Co 11 D W O = m O O O 4 .aLn i- O N N p A N m uJ v N m A m A O Z N Z m O ri > 00 O CD O O O Y---^-1 O Fes-®� i3 ® Z ®� Co Z 1 N� m �I N Z O O O O 2 O O� !•-�—N � �I LnI O N F— V O N O O L:J n t+7 � a z 9 tJ _— n — — i d �s �b N� VJ THONAS J. SOTOS PROFESSIONAL ENGINEER F JgCo. % 5522 N 5 P5 i A. R N.1..: r ,• A Revises NOA 12-0127. & 12-0127. �� ® 1p �- • h to inawda Multi -Slide door or or panels r/ or WS 8501 N.W. 90 5T. U.1o comply r a'6 • t i. w/o packets and tMEDLEY, FLORIDA 33166 •';�:7 2010 FBC UST IES B. RPH No. (305) 696-8660 ��OT,•. Q` ,�; Revised la comp r/ 2014 FEC ^.,Reed to comply w/e2017 eC MANUFACTURER 0£ QUALITY ALUMINUM WINDOWS AND GLASS DOORS °O°° • A • 'a�' N. ERAZO 09/25/t2 SGD-9200 ALUMINUM SLIDING GLASS D-00R (L.M.I.) `,�+ �fC1Y0A{9►�� x.w.a or• ana N.w.a• ,1ra N. ERAZO tl/ol/12 EXTRUSION DETAIfS, REINFORCEMENTS &FRAME CORNER ASSEMBLY DETAIIS DA .______________ n.wtm. r..wa C SeuW Ronal R.l•..,w. NvnWF enr4y CE SNII L9200-1201 la OF to "