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HomeMy WebLinkAboutProduct Approval; Sliding Exterior Door AssembliesBCIS Home I Log In I User Registration doFlodda r O Product Approval IUSER: Public User LPrn ppuc.w.a a/e:mYf�stto: Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2020 FL# 15441 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications IFS, Zy-Rg Manufacturer Status FL15441-114 Revision Lawson Industries Miami -Dade BCCO - VAL Applied For Category: Exterior Doors f a6) 315- .5- Subcategory: Sliding Exterior Door Assemblies -Approved by DBPR. Approvals by DBPK shall be reviewea ana ratinea Dy the PUc ano/or the Lommisslon Ir necessary. Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487,1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® ® eCl'sk Credit Card. Safe https://www.floridabuiIding.org/pr/pr_app_ist.aspx 1/23/21, 1:35 PM Page 1 of 1 BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications Florida RIO-Mik i' ! Product Approval n rUSER: Public User �jy?ty�dJiY.;$ Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15441-114 Application Type Revision Code Version 2020 Application Status Applied For Comments Archived Product Manufacturer Lawson Industries Address/Phone/Email 8501 NW 90th Street Medley, FL 33166 j305) 696-8660 Ext226 tom@lawsonwindows.com Authorized Signature Thomas Sotos tom@lawsonwindows.com Technical Representative Nelson Erazo Address/Phone/Email 8501 NE 90 Street Medley, FL 33166 .(305) 696-8660 Ext 219 nelson@lawsonwindows.com Quality Assurance Representative Steven Bailey Address/Phone/Email 8501 NW 90th St. Medley, FL 33166 (305) 696-8660 Ext287 steven@lawsonwindows.com Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV...2bDhVRQZHBRlwkCk7L3JsOR7tVt%2bDiRZxWwjkkfCMQ%3d%3d 1/23/21, 1:39 PM Page 1 of 3 Product Approval Method Method 1 Option A Date Submitted 01/05/2021 Date Validated Summary of Prndurts FL # Model, Number or Name Description 15441.1 9000 Aluminum Sliding Glass Door - 9000 Aluminum Sliding Glass Door - Heavy Reinforcement XX, Heavy Reinforcement OX, X0, XXX, OXO, OXXO, XXp, pXX, pXXX, XXXp, pXXXX, pXXXXp, OXXXp, pXXXO Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL15441 R4 C CS20-0901-09 Heavy Steel.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/26/2022 Design Pressure: +77.8/-110.1 Installation Instructions Other: Glass lites wider than 36" shall have two setting FL15441 94_11_20-0901-09 Heavy Steel.odf blocks perFBC requirements. Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15441.2 9000 Aluminum Sliding Glass Door - 9000 Aluminum Sliding Glass Door - Light Reinforcement XX, Light Reinforcement OX, XO, XXX, OX0, OXXO, XXp, pXX, pXXX, XXXp, pXXXX, pXXXXp, OXXXp, pXXXO Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL15441 R4_C_CAC_20-0901-08 Light Steel.pdf Approved for use outside HVHZ; Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/26/2022 Design Pressure: +77.8/-99 Installation Instructions Other: Glass lites wider than 36" shall have two setting FL15441 R4 1_20-0901-08 Light Steel.pdf blocks per FBC requirements. Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15441.3 9000 Aluminum Sliding Glass Door - 9000 Aluminum Sliding Glass Door - Without Reinforcement Without Reinforcement XX, OX, X0, XXX, OXO, OXXO, XXp, pXX, pXXX, XXXp, pXXXX, pXXXXp, OXXXp, pXXXO Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FLIS441 R4 C CAC 20-0901-07 No Steel.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/26/2022 Design Pressure: +64/-89 Installation Instructions Other: Glass lites wider than 36" shall have two setting FL15441 R4 11 20-0901-07 No Steel.pdf blocks per FBC requirements. Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15441.4 9200 Impact Aluminum Sliding Glass 9200 Impact Aluminum Sliding Glass Door - XO, OX, XX, OXO, Door XXX, OXXO, XXXX Configurations including L, R, & Double. Pockets .Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL15441 R4 C CAC_20-0901-06.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/13/2023 Design Pressure: +76/-85 Installation Instructions Other: Glass lites wider than 36" shall have two setting FL15441 94_11_20-0901-06.g_df blocks per FBC requirements. Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back S [Nex The State of Florida Is an AA/EEO employer. copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV...2bDhVRQZHBRlwkCk7L3JsOR7tVt%2bDiRZxWwjkkfCMQ%3d%3d 1/23/21, 1:39 PM Page 2 of 3 M IAM 1-DADE MIANII DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street; Room 208 BOARD AND CODE ADM NISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.goov/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 hasbeen reviewed and accepted byMami 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 afterthe expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ orthe AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. Ifthis 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 "SGD 9000 Dry Glazed" 810" Alum Sliding Glass Door w/ Reinforcement - N. I. APPROVAL DOCUMENT: Drawing No. L9000-0903 Rev D, titled "Series SGD-9000 Aluminum Sliding Glass Door (N.I.) Heavy Steel Reinforcement", sheets 01 through 08 of 08, prepared by manufacturer, dated 06/04/09 and last revised on AUG 03, 2020, signed and sealed by Thomas J. Sotos, 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: None: Approved Hurricane Protection Devices Complying w/ FBC, as applicable, are required. Limitations: 1. See design Pressure chart VS door sizes, glass types and Sill height, in sheets 2. See full length required reinforcements in sheets 4, 6 and 7. 2. Applicable door egress requirement to be reviewed by Building official. 3. See pocket installation in sheet 5. Pocket wall is not part of this approval and to be reviewed by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, an d 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. TERNIINATION ofthis 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 ofthis NOA shall be cause for termination and removal ofNOA. ADVERTISEMENT: The NOA number preceded by the words Mami Dade County, Florida, and folio we d b y the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it sh all be done in its entirety. INSPECTION: A copy ofthis entireNOA shall beprovidedto the user bythe manufitcturer or its distributors and shall be available for inspection at the job site at the request ofthe Building Official. This NOA revises NOA #174212.08 and consists of this page 1 and evidence pages E- 1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No. 20-0901.09 Expiration Date: August 26, 2022 �! Approval Date: December 17, 2020 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 99-0517.02 and 09-0706.08) 2. Drawing.No. L9000-0903, titled "Series SGD-9000 Aluminum Sliding Glass Door (NI) Heavy Steel Reinforcement", sheets 01 through 08 of 08, prepared by manufacturer, dated 06/04/09, with the latest revision "B", dated 12/19/14, signed and sealed by Thomas J. Sotos, 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 Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s BETI-09 2544 and HETI- 09 2511, dated.05/21/09, both signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 09-0706.08) 2. 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) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842-04 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, ' prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-2027, FTL-2028, FTL-2029 and FTL-2030, dated 01/04/99, all signed and sealed by Gilbert Diamond, P. E. (Submitted under NOA No. 99-0517.02) C. CALCULATIONS (submitted under #14-0908.05) 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 04/28/15, signed and sealed by Thomas J. Sotos, 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. Technical data sheet of flexible vinyl compound FPVC 7267-75 (White) & FPVC 7200-75 (Black), published by Team Plastics. Inc./ Bayshore Vinyl Compounds, Inc. a division of Mexichem SAB de CV, LLC. 15t-7 i • Z4-1na14 Ishaq I. Chanda, P. E. Product Control Unit Supervisor NOA No. 20-0901.09 Expiration Date: August 26, 2022 Approval Date: December 17, 2020 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F: STATEMENTS 1. Statement letter of conformance to and complying with FBC 5th Edition (2014), issued by manufacturer, dated 05/24/17, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letter of no financial interest dated 06/22/09, signed and sealed by Thomas J. Sotos, P. E. (Submitted under NOA No. 09-0706.08) 3. Laboratory compliance letter for Test Report No.'s BETI-09 2534 and HETI-08-2176, issued by Hurricane Engineering & Testing, Inc., dated May 05, 2009, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 09-0706.08) 4. Proposal No. 08-0591, issued by Product Control, dated 07/15/08, signed by Renzo Narciso. (Submitted under NOA No. 09-0706.08) 5. Laboratory compliance letter for Test Reports No.'s FTL 2019, FTL-2021, FTL-2023, FTL-2024, FTL-2025, FTL-2028, FTL-2029 and FTL-2030, issued by Fenestration Testing Laboratory, Inc., dated 01/04/99, all signed and sealed by Gilbert Diamond, P. E. (Submitted under MAN& 99-0517.02) 6. Proposal issued by Product Control, dated 04/14/98, signed by Jaime D. Gascon, P. E. (Submitted under NOA No. 99-0517.04) G. OTHERS 1. Notice of Acceptance No. 14-0908.05, issued to Lawson Industries, Inc. for their Series "SDG-9000 8'0" Aluminum Sliding Glass Door w/ Heavy Reinforcement - N. I.", approved on 05/27/15 and expiring on 08/26/17. 2. Evidence submitted under previous NOA. A. DRAWINGS 1. Drawing No. L9000-0903 Rev C, titled "Series SGD-9000 Aluminum Sliding Glass Door (N.I.) Heavy Steel Reinforcement", sheets 01 through 08 of 08, prepared by manufacturer, dated 06/04/09 and last revised on Nov 21, 2017, signed and sealed by Thomas J. Sotos, P. E. Note: This revision consists of editorial changes of FBC 17 (6th Edition) code compliance. B. Test 1. None C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. Ishaq L Chanda, P. E. Product Control Unit Supervisor NOA No. 20-0901.09 Expiration Date: August 26, 2022 Approval Date: December 17, 2020 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (6th Edition) and "No financial interest" dated 11/17/17, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E. G. OTHER 1. This NOA revises # 17-0608.07, expiring 08/26/22. 3. New Evidence submitted. A. DRAWINGS 1. Drawing No. L9000-0903 Rev D, titled "Series SGD-9000 Aluminum Sliding Glass Door (N.I.) Heavy Steel Reinforcement", sheets 01 through 08 of 08, prepared by manufacturer, dated 06/04/09 and last revised on DEC 03, 2020, signed and sealed by Thomas J. Sotos, P. E. (Note: This revision consists of editorial changes of FBC 2020 (7t' Edition) code compliance). B. Test 1. None C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Technical data sheet of flexible vinyl compound FPVC 7267-75 (white) & FPVC 7200-75 (Black), published by Team Plastics. IncJBayshore Vinyl Compounds, Inc. a division of Mexichem SAB de CV, LLC. F. STATEMENTS 1. Statement letter of conformance to FBC 2020 (71h Edition) and "No financial interest" dated 08/18/20, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E. G. OTHER 1. This NOA revises # 17-1212.08 and updates to FBC 2020, expiring 08/26/22. 1 st,G7 I- Linn.), Ishaq I. Chanda, P. E. Product Control Unit Supervisor NOA No. 20-0901.09 Expiration Date: August 26, 2022 Approval Date: December 17, 2020 E-3 E TYPICAL ELEVATION TESTED UNIT (OXXX) SGD-9000 ALUMINUM SLIDING GLASS DOOR NOTES: SEE SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED PANEL SIZE. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (2017-6th EDITION & 2020-7th Edition). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. PRODUCT REVISED as comp) ng with the Florida NON —IMPACT Building ode HEAVY REINFORCING NO�a• 20-0901.09 Expiration DatoOS126/2022 By Mlaml-Dade Product Control DOORS NOT RATED FOR IMPACT. INSTALLATION OF THIS PRODUCT REQUIRES THE USE OF APPROVED SHUTTERS OR E7RERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. - o 10 O p z 10 e p c z J Z p m a 01 M m coi o z0 :r4 o 0 a�Q o O o " � U E U U 3 O o rc p9 z rc Gya7� �z xd m ci c �"• a g 3 L-9001 1 FRAME HEAD (2 TRACK) L-9002 1 FRAME SILL (2 TRACK) L-9003 2 FRAME JAMB (2 TRACK) L-9004 1/ PANEL PANEL TOP RAIL L-9005 1/ PANEL PANEL BOTTOM RAIL L-9006 AS READ. LOCK STILE / FIXED STILE L-9007 AS REQD. SINGLE INTERLOCK STILE L-9005 AS READ. ASTRAGAL STILE L-9044 AS READ. 1/4' GLAZING CHANNEL FS-011 4/ PANEL PANEL ASS'Y SCREW 0 TOP RAIL FS-034 2/ PANEL PANEL ASSY SCREW 0 BOTTOM RAIL FS-028 B FRAME ASSEMBLY SCREW 7519-6001-7 AS READ. PILE WTS'P. 0 JAMB/ASTRAGAL 7524-6001-6 AS READ. PILE WTS'P. 0 TOP RAILS 7529-6001-7 AS READ. PILE WTS'P. 0 BOTTOM RAILS 7520-5001-7 AS READ. PILE WTS'P. 0 INTERLOCKS AS REQD. SILL RISER L-9018 3 OR 4 • FIXED PANEL JAMB CLIP FS-029 1/ CUP FIXED PANEL CLIP SCREW AR-001 1 FIXED INTERLOCK ANGLE AR-002 1 MOVING INTERLOCK ANGLE/CUP L-9022 1 ASTRAGAL RETAINER CLIP AR-020 AS REQD. REINF. 0 SINGLE INTERLOCK AR-021 AS REQD. REINF. 0 DOUBLE INTERLOCK\ASTRAI AR-023 1 REINF. 0 BOTT. RAIL AR-024 AS REQD. REINF, STEEL 0 INTERLOCK OPTIONAL SCREEN JAMB ADAPTER L-9028 1 FRAME HEAD (3 TRACK) JAMB L-9031 AS REQD. DOUBLE INTERLOCK STILE 1071a 2 PANEL PANEL TOP GUIDE 1072a 2 PANEL PANEL BOTTOM GUIDE iW4-WHL 2 PANEL PANEL SINGLE ROLLER HC-038 AS REQD. DOOR LOCK ASSEMBLY UI-109A 1/ PANEL 5/8' INSULATED PANEL TOP RAIL LII-110A 1 PANEL. 5/B° INSULATED PANEL BOTTOM RAIL UI-108 1/ PANEL 5/8" INSULATED PANEL LOCK STILE MATERIAL MOP./SDPPUER/REMAIM 6063-T6 ALUM. PROFILE 6063-T6 ALUM. PROFILE 6063-TS ALUM. PROFILE 6063-T5 ALUM. PROFILE 6063-T5 ALUM. PROFILE 6063-T5 ALUM. PROFILE 6063-T5 ALUM. PROFILE 6063-TB ALUM. PROFILE EAM PLASTICS Inc. See Material Composition 0 Sheet 8 #10 x 5/8" P.H. - PHIWPS - g10-24 X 1' P.H.-PHIL/ i" - #8 X 7/16" P.H-PHIL / SMS - (0.187'w. x 0.200'h.)-Schlegel - (0.187"w. x 0.250"h.)-Schlegel - (0.187w. x 0.300"h.)-Schlegel - (0.187"w. x 0.210'h.)-Schlegel 6063-T5 ALUM. SIUCONED IN PLACE 6063-T5 ALUM. GW-27153 - $8 X 5/8' PH. -PHI / SOS 6063-T5 ALUM. 3"x 1 1/2'x 1 9/16"x 1/8" 6063-T5 ALUM. 1 1/2' X 3/4' X 2" X 1/8" 6063-T6 ALUM. AF-10798 A36 C.R. STEEL 1/2' X 1 1/4" BAR (36 KSI) A36 C.R. STEEL 1/2' X 1 1/2' BAR (36 KSI) 6063-T5 ALUM. 3/4' X 3/4' X .062' TUBE A36 C.R. STEEL 1/4' X 1" BAR (36 KSI) 6063-T6 ALUM. 6063-TB ALUM. 6063-T6 ALUM. 6063-T5 ALUM. 6063-T6 ALUM. ST801 Nylon 6-6 OPTIONAL Molded Nylon- Rockwell M scale: 7S ST801 Nylon 6-6 Molded Nylon- Rockwell M scale: 75 6 COMPONENT - ASS'Y 150 - INT. & EXT. PULLS, CAM, KEEPER 6063-T6 ALUM. PROFILE DESIGN LOAD CAPACITY - PSF PANEL WIDTH 1/4" TEMP. GLASS 1-3/4" SILL 2-1/4" SILL 2-1/2" SILL 3" SILL NOMINAL FT./IN. DOOR HEIGHT FT.AN. IXT. (+) INT. (-) EXT. (+) INT: (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 2/6 3/0 4/0 5/0 6/8 40.7 110.1 56.7 110.1 63.3 110.1 77.8 110.1 40.7 96.9 56.7 96.9 63.3 96.9 77.8 96.9 40.7 81.3 56.7 81.3 63.3 81.3 77.8 81.3 40.7 73.3 56.7 73.3 63.3 73.3 73.3 73.3 2/6 3/0 4/0 5/0 8/0 40.7 88.2 56.7 88.2 63.3 88.2 77.8 882 40.7 76.9 56.7 76.9 63.3 76.9 76.9 76.9 40.7 63.0 56.7 63.0 63.0 63.0 63.0 63.0 40.7 55.4 55.4 55.4 55.4 55.4 55.4 55.4 2/6 3/0 4/0 5/0 9/0 40.7 76.7 56.7 76.7 63.3 76.7 76.7 76.7 40.7 66.6 56.7 66.6 63.3 66.6 66.6 66.6 40.7 54.0 54.0 54.0 54.0 54.0 54.0 54.0 40.7 46.7 46.7 46.7 46.7 1 46.7 46.7 46.7 5/8" TEMP. INSULATED GLASS MAY HE USED IN 4X8' PANELS OR SMALLER. 39 1 UI-082 1/ PANEL 1 5/8" INSULATED PANEL INTERLOCK 6063-T6 ALUM. PROFILE 40 UI-163 1/ PANEL 5/8' INSULATED PANEL ASTRAGAL 6063-TS ALUM. PROFILE 41 AF-10403 AS REO'D. POCKET DOOR JAMB HOOK 6063-T6 ALUM. PROFILE 42 L-9045 AS REQD. 5/8 INSULATED GLASS GLAZING BOOT TEAM PLASTICS Lao, See Material Composition ® Sheet 8 43 812-25H-357 AS REQD. 'TmSeal" Oura Seal Swiggle Spacer I I Black - 1/4" Air Space • 4 ON 9/0 HIGH DOORS ONLY GLASS CAPACITIES ON THIS CHART ARE BASED ON ASTM E1300-98 (60 SEC. WIND) THIS APPROVES DOORS USING TWO (2) OR THREE (3) TRACK FRAMES WITH ANY NUMBER OF. PANELS THAT CONTAIN THE STILE CONFIGURATIONS SHOWN ON SHEETS 4 AND 6, I.E. XX, OX, XO, XXX, OXO, OXXO, AND THE FOLLOWING POCKET DOOR CONFIGURATIONS: XXP, PXX, XXXP, pXXX, XXXXP, PXXXX, PXXXXP OXXXP, PXXXO r1/4' TEMP. GLASS 3/16" TEMP. GLASS m a z 4 2! z m F-AIr Space I I 1a � jj 9 N m j 4 • jI' jl I. II 43 1/4 TEMP GLAZING DETAIL 5/8 TEMP INSULATED GLAZING DETAIL PRODUCT REVISED as complying with the Florida Hall [ding Lode NOANo. 20-0901.09 Expiration Date08/26/2022 By Isw71•L!a Mlaml-0ade Prodaet Control 0 c m c M b 6 r an O � rn 0 0 3„v ' zi in C mMa_ 0 0 0 0 m N n� N N s N y $ s e 19 m s 8 g 3E 8 0 0 s s a v E a q S Py+90 P. .......... °` 'o o is TYPICAL ANCHORS SEE ELEV. FOR SPACING TIP0(2) TRACK SECTIONTRACK SECTION TYPICAL ANCHORS IN PAIRS METAL 03 SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS STRUCTURE 1 2 1 2" Min. SEE ELEV. FOR SPACING dge Disl. p Z 1 ;MIN. E1d8m.) aP '1 1 .• . d a < Xwt ttu m o q q z P1 z > o �J Z O �•-I � d O apt OO a tlge Dist � � � G Q CZZt O W TYPICAL ANCHORS IN PAIRS Ee el G" .) SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. � ' Cn MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. o C TYPICAL ANCHORS: ( SEE ELEV. FOR SPACING) (mm E//M80.) X DIA TAPCONS by TTW BUILDER (Ey= 100 Ksi. Fu= 125Ksi1 �� 1 INTO 28Y WOOD BUCKS OR WOOD STRUCTURE 1 1 1-3/8" MIN. PENETRATION INTO WOOD p THRU 1BY WOOD BUCKS INTO MASONRY OR CONC. N 1-1/4" MIN. EMBED INTO MASONRY OR CONC. A $y DIRECTLY INTO CONCRETE OR MASONRY A 1-1/4" MIN. EMBED INTO CONCRETE OR MASONRY 414 SMS OR SELF DRILLING SCREWS — GRADE 5 SEE (SEPARATE NOA COUNTY APPR'D MULLION INTO METAL STRUCTURES a wen, arona STEEL 12 GA. MIN. THICK — 0.105" (Fy 36 KSI MIN.) Nv�"I iNd"usa ci ci o ALUMINUM 1/8" THK. MIN. (6063—T5 MIN.) 810 SMS — GRADE 2 c ~ ^ m 9Q c�V N N N 90 O INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) 3 4' Mln. dge Dist. USER ADHERED TYPICAL EDGE DISTANCES TYPICAL ANCHORS IN PARS 3 8 ci 3 1 SEE ELEV. FOR SPACING c WITH SILICONE INTO CONCRETE AND MASONRY = 2-1/2" MIN. 3 o 3 INTO WOOD STRUCTURE - 1" MIN. (OR AS SHOWN) c ,� INTO METAL STRUCTURE = 3/4" MIN. •, z z ra SUBSTRATES: WOOD BUCK (P.T.) AT HEAD OR JAMBS SG = 0.55 MIN. OPTIONS CONCRETE AT HEAD, SILL OR JAMBS F'c - 3000 PSI MIN. PRODUCT REVISED C-90 GROUT /FILLED BLOCK AT JAMBS F'm 2000 PSI MIN. eseomftylna with the Florida Building Ciao@ dtytaaeaes SEALANTS: NOA-0to. 20-0901.09 ,= J a �i? aQe ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND IRKpirrtlon Bato06/26/2022`•.,'fV/,$d��� HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH SEALANT. By IS4"7 I. WIM143ads Product Coadrol81 ,.Z ca Ny� ..,a[ 14 TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1/4' SHI� +{I }�{ 1 /I MAX. 3 INACTIVE PANEL —I 3/a, — (MIN. EMBED.) NOTE: LENGTH OF STEEL REINFORCING TO BE DOOR HEIGHT - 7' FOR 8/8 DOORS - 73' FOR 8/0 O FOR 9/0 DO8 ORS - 101' O O '1 ACTIVE PANEL Q n 35 O ACTIVE PANEL Q r, 0 #10 X 1-1/4• SMS ®10 X i-1/4' SMS OR 3/16' TAPCONS S 20 CLIP 2/ CLP/I. TAPCONS 2/ CLIP LCLIP AT XXX SILL END ONLY EXTERIOR U CUPS TO BE LOCATED IN FRAME HEAD AND SILL AT TOP & BOTTOM OF INTERLOCKS TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING G i/a' SHIM MAX. a q Z I ACTIVE PANEL �D C O O o O O N ;LL.. A Jr J Z drn ]Ii VV �S CSc� o 0 0 ® EXT. GRADE 11/4, 4 PERIMETER T ' 0 t`ei 1�' co (T�"' MIN. EMBED.) ,,, O O 1BY P.T. WOOD BUCK O N a � #8 X 5/8' SCREW U . 0 . 3 FOR 8/0 DOORS E e (2 4 FOR 9/0 DOORS o n o N \ /4' MAX., CZ EO FO 1/4' MA% TYPICAL ANCHORS IN PAIRS SHIM, SHIM SEE ELEV. FOR SPACING 8 35 8 7 - 6 24 6 23 E (N0 [a0 d• s s s �. Pitch Heyond t d m ci d G 16 Metal Thickness 13 13 d • __. 23 1:1 /C..✓ . f/1 SCREENS 0 - O © �• n D.L OPG. T.- PRODUCT REVISEDu ar•_ w S as camp �odi 1 n®g with the Florida .; •6 rp Bulidln; ` OXO PANEL WIDTH Nol►-1•Io. 20-0901.09 (uw. EMBED.) EXTERIOR Expiration Date0812612022 6! DOOR WIDTH By I s-z I. L�..k g V , o��,e, , (� a 40 TWO (2) TRACK SECTION hllaml-0ade Product Control •xaass Iit% a TYPICAL ANCHORS METAL :1 IN PAIRS TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS STRUCTURE SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING 2 1 2' Min SEE ELEV. FOR SPACING tlge st. 'd two 4 `Z 00 1 BY P.T. . d d WOOD BUCK 1 t/q• ° d 1 t/4. a e (MDI. EMBED.) wea > o s .� O 2- • ' . d ° , 9 • °.. 1 t ° • d ° . • M�tn1 TlikVvws9 m O N A (MIN. EMBED.) .. .. 3 L MIN. >: L M aoM(L o 1 006 G 28 s z 1 o MIAMI-DARE COUNTY APPR'D MULLION TYPICAL ANCHORS IN PAIRS 4 SEE SEPARATE NOA SEE ELEV. FOR SPACING A z O 14 � I� I� 1� - 2BY WOOD BUCK OR I! I! 9 I! WO STRUCTURE ,r z o I it II Ii (MIN. EMBED.) I a I II 1! II v"'.ANCHORS IN PAIRS r-a I 11 II II SEE ELLY. FOR SPACING j II 1 II M a. � 0 ! ! : PRODUCT REVISED t. as Dom lee® wkh the Florida rJ I !! !! !! Building oAi !i !i !i NOA-No. 20-0901.09 Expiration Dats08/26/2022 y o' a a � O N sy !;(_7 I. Z 4°� d 14Sa _ = a m -Dada Product Control o �' W�4 I �I II ii 1 3/8' !o o �C I Ij Ij Ij (MIN. EMem.) : POCKET JAMB HOOK I 1� I� I� j c •F° m I is is is I 1/4' TAPCON � aUi <SEE ANCHOR NOTES) < rno 8 (4 8 O o SILL RISER ADHERED TO I I I SILL WITH SILICONE 1 u !: is I •r z z Q I! I! I! 41 5 it 5 jj 25 II 17 I z d of ti G O 2 1/4' ;MOVING PANEL t709 JL 15 29 2-1/2.OPTIONS�'t51112111;v"'r, lv:3J' P RIMETER I IC LICKING. a q+ ;,�. 4r •gin O M.•G•' .r1y. ............ ........... :. ........... ... 23 H ' ' }°:"n C4 y a" POCKET DOOR JAMB ANCHOR DETAIL �� �g -i a nu <c ; t 1 4' 'a ° .: v -MIN..-r (MIN. BED.) d - 'a. y' CO��A�I', c�• i� -&,. �.� �� old H •• Ce' Non -Shrink, Non -Metallic IN �.a Aj',` •`,sy4 Grout of Minimum 5 Ksl SEE ELEV. FOR SPACING o' afBifa t...1•1`�g+ THREE (3) TRACK SECTION a TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1/4" SHIM MAX. 30 T INACTIVE PANEL _ 1 3/8- (MIN. EMBE SEE ELEV. FOR SPACING NOTE LENGTH OF STEEL REINFORCING TO BE DOOR HEIGHT - 7' FOR 6/8 DOORS - 73' FOR 8/0 DOORS = 89- OFOR 9/0 DOORS = 101' O ACTIVE PANEL I IQ C------ 22 O za 20 2� P #10 X 1-1/4° SMS OR 6" TAPCONS 2/ CUPOXXX CUP AT SILL END ONLY EXTERIOR DOOR WIDTH TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING y " m v 35 n I y V) m O O v a+ m O O K J O o Q ACTIVE PANEL :�Z•, c p z� o 21 26 23 71/4 GRADE C3EXT. #10 X 1-1/4" SMS PERINET OR 3/16' TAPCONS CAULKING (MIN. EMBED.) W U 2/ CLIP CUPS TO BE LOCATED A IN FRAME HEAD AND SILL AT TOP &BOTTOM OF INTERLOCKS 1 BY P.T. WOOD BUCK A l M 1/4' MAX. 1 SHIM PRODUCT REVISED as eomplylns with the Florida Building Code NIOA-No. 20-0901.09 Expiration Data 08/2612 022 o N 0 N 0 N 0b�o N 90 BY CS++ Mlaml-0ads ProdL.. C0ntra1 E s E _ E uo E 8 0 0 o g o 0 EL TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING v � I MetulC Thickness �d m ti o -g a� THREE (3) TRACK SECTION Cq In .: % 6 a WOOD BUCKS NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS TYPICAL ANCHORS a IN PAIRS SEE ELEV. FOR SPACING 18 ' c 19 ° f •o FIXED PANEL 0 �+m •O38 ' 9 1 1/4' (MIN. EMBED.) 2 1 2' Min, Etlge Oist. TYPI VJN P 7I1 a' °d•d a 1 I SEE (MIN. 6BED.) '4 n SIDE NOTE: LENGTH OF STEEL REINFORCING TO BE DOOR HEIGHT - 7' INTERIOR SIDE FOR 6/8 DOORS - 73" 1/4' / MAXHI FOR 8/0 DOORS - 89" FOR 9/0 DOORS - 101" 5/8' I.G. - TEMP. GLASS 5/8' I.G. - TEMP. GLASS O 24 40 O 39 23 O O MOVING PANEL MOVING PANEL 26 5/8' I.G. - TEMP. GLASS FI%iDIPANEL 38 " �0 OOP, �j39 20 ---- rl —III IIL��II[L7�I SCREEN DODR PANEL DOOR WIDTH EXTERIOR SIDE CAL ANCHORS AIRS DOER PANEL ELEV. FOR SPACING Note: NSULATED PANELS APPROVED TO BE USED I • 1/4' MAX, N ANY CONFIGURATION SIMILAR TO THOSE AS SHIM SHOWN ON SHEETS 4, 5, & 8. 36 PANIM TOP BIiL —5/8' I.G. - TEMP. CLASS INTERIOR SIDE PANEL TOP CORNER Pam' H0n0Y �0' SILL RISER ADHERED TO 37 SILL WRH SILICONE 1-3/4' 29 2_i/4" OPTIONS 2-1/2° 3" a A 1 t/4f ° (MIN. EMBEDa . •. A a.• 2 1/4' (MIN. EDGE DIST.) 11 0,0 X 1° SMS INTO ROLLER HOUSING PANEL BOTTOM CORNER PRODUCT REVISED as complying with the Florida Dutldln8 Coda NDMNo. 20-0901.09 Expiration DateOS/26/2022 By Is1-2I Z4-1' Miami -Dade Product Control v o m q Z P t y p b C�9 0 < o main q O n Or =y o Z a O coo2 ti 0 03 � mow c A z C. '°•, �� y' �fn vwi ° U Fi [aka rTi M a (MIN. EMBED.) 1N a Q 1 BY P.T. WOOD BUCK W O O N M a � Do 1i U U t]Um O Utg O \ 4 U 0 o s s : g m d o o �Q�''a?SG :451 �3 y�lPE6eT 04 y 7: In 0',1 ,��yp •Ul C9 1 hf tO0 a^~ �3.625� 2.500 "I '687 -i .656 I•� 1.000 .062 TYP. '7+0 1.044 � .376 I I 1218 .062 TYP. 1218 .062 FRAME HEAD (2) TRACK LOCK STILE 3.Soo 1.219 5.094 !fT 062 5.0B7 1.218 L000 .060 TYP• .75aL218 1.610 4 +I .687 F- FRAME HEAD (3) TRACK 2.375 -1.saol- FRAME JAMB (2) TRACK FRAME JAMB (3) TRA »{ .890 r DOUBLE INTERLOCK 2.375 1.3�7�•II1.500114�- •062,879 2.rl .595 B 1.1.132 1L 1.590 2062 .438 .890 F- 47.0062 L032 .875 TYP• 1.468 INSULATED PANEL TOP o 0 . vi N SILL RISER RISER FOR 2 & 3 TRACKS CK INSULATED LOCK STILE - PANEL TOP RAIL PANEL BOTTOM RAIL SINGLE INTERLOCK 2.938 2.875 .595 1E .090�•{ I•�- .908 ,094 ,094 O .376 L656 2.533 N 1'656 .062 .062 fin, N 1.875 .062 1 !� 4.154- 1 .890 1] i] 2.313 2250 INSULATED BOTTOM RAIL FRAME SILL (2) TRACK ASTRAGAL STILE INSULATED ASTRAGAL FlexlbleVin (FPVCI Composition -Team Plastics Inc. .078 11. FPVC Black: Compound No.72DO.75 00 L590 PHYSICAL ASFMNO. n 1.132 DraometerHardwss "A",10 sec 75 D-2240 094 Specific Gravity 1.45 D•792 2Tensile Strength, PSI 1640 D-638.313 Ultimate Elongation, % 340.0 D-638 3 TRACK Modulus Q 100%Elongation, PSI 765.0 D-638FRAME SILL () INSULATED INTERLOCK Impact Brittleness, 31.0 D-746 FPVC White: Compound No. 7267-75 PHYSICAL ASPM NO. ++.Sao T 524 DurometerHardness "A",10 sea 75 D 2240 ,e75 ' 070 Specific Gravity 1.45 D-792 •891 TesileSter"PSI 1640 D-638 .615 r.662 I� Ultimate Elongation, % 325.0 D638 4-1,142 1.250-I Modulus Q 1000/aElcngation, PSI 765.0 D-S8 2.0 Itn aUBrittleness, -30.0 D-746 ASTRAGAL RETAINER CUP JAMB HOOK FIXED PANEL CUP vim FRAME BOTTOM CORNER PRODUCT REVISED as eompl n®® with the Florida aulldlna oda NOA-No. 20-0901.09 Expiration Date08l2612022 -_oy Is�7I•Lh,aJ. Mlaml-0ade Prodaet Control m o O X4 I N O O m O N yQy i r `o zin c 002E z O A � Vj may, o m CS O z� a 0 a O rJ 3 3 3 3 C2 0 E pEp p GE U U U N 12 « « Wya+ v o l�vYyyq� V'.%) N N , '% ! j uwj m 01 a) ci A?O `>✓'., ���o frog