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HomeMy WebLinkAboutNOA - Vinyl Sliding Glass DoorM IAMI•i]AQE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida. 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.govlec000mx PGT Industries, Inc. 1070 Technology Drive, North Venice, FL 3427! 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 (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/orthe AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incurthe expense of such testing and the AHJ may immediately rev oke, mo dify, 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 pmoduet 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 "5570/2770" Vinyl Sliding Glass Door (Reinforced) w/wo 901 & 135°eorners-L.M.I. PPROVAL DOCUMENT; Drawing No. MD-5570.0 Rev B, titled "Vinyl Sliding Glass Door NOA (LM)", sheets 1 through 21 of 21, prepared by manufacturer, dated 10/05/15 and last revised on 02/01/21, signed and sealed by A. Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acce jjace number and expiration date by the Miami -Dade County Product Control Section. IMPACT RATING: Large an ma sile Impact Resistant 1. See table 1 (sheet 7) and table 2 (sheet 8) for applicable SGD unit sizes, design pressures, reinforcements types, glass types, sill riser (see tables B-1 & B-2, sheets 7-8) and anchor layout sheets requirements in 11 thru 16. 2. Rigid White PVC, Tan (Non -white) Rigid PVC and Brown coated (Painted or laminated) white Rigid PVC to be labeled per referenced NOA's requirements. 3. Egress operable doors must comply with min clear width or height per FBC requirement, as applicable. 4. Pocket walls under separate approval, to be reviewed by Building official LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has beenno 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 maybe displayed in advertising literature. If anyportionof the NOAis 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 #20-0429.05 and consists of this page 1 and evidence pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No. 21-0205.03 MIAMI-DADECOUNTI( Expiration Date: April 14, 2026 Approval Date:March 25, 2 221 el PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMIITTED 1. Evidence submitted under previous NOA A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0-IOZ04) 2. Drawing No. MID-5570.0, titled "Vinyl Sliding Glass Door NOA (LM)", sheets 1 through 21 of 21, prepared by manufacturer, dated 10105115, with revision A dated 04/05/17, signed and sealed by A. Lynn Miller, P.E. B. TESTS 1. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8717, dated 12/07/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/16 and 02/24/16) 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, 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, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8546, dated 11/06/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 02/11/2016) 3. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, 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, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8547, dated 12/04/15, signed and sealed by Idahnis Ortega, P. E. (Test report revised on 02/15/16) 4. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, 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, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8548, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 02/11/16). 5�=9 � • L�i7n.k Ishaq 1. Chanda, P.E. Product Control Unit Supervisor NOA No. 21-0205.03 Expiration Date: April14,2026 Approval Date: March 25, 2021 E -1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) 5. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, 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, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8549, dated 11/06/15, signed and sealed by Idahnis Ortega, P. E. (Test report revised on 12/04/15 and 02/11/16) 6. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, 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 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8552, dated 12/04/15, signed and sealed by Idahnis Ortega, P. E. (Test report revised on 02/15/2016) 7. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6638 (samples A-1 thin A-22), dated 11/19/10, signed and sealed by Jorge A. Causo, P. E. (Submitted underNOA No. 11- 0107.04) 8 Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, 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, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6337 (samples A-1 thru A-5), dated 12/06/10, signed and sealed by Jorge A. Canso, P. E. (Submitted under NOA No.11- 0107.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by PGT, dated 12/09/15and last revised on 02/15/16, signed and sealed by Anthony L. Miller, P.E. (Submitted under NOA No.15-1210.01). 2. Glazing complies with ASTME-1300-09. I • Ishaq L Chanda, P.E. Product Control Unit Supervisor NOA No. 21-0205.03 Expiration Date: April 14, 2026 Approval Date: March 25, 2021 E -2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.15-0528.14 issued to Vision Extrusion Limited for their "White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 2. Notice of Acceptance No.16-0920.08 issued to Vision Extrusion Limited for their "VE 1000 Tan 202 and lighter Shades (Non -White) Rigid PVC Exterior Extrusions for Windows and Doors", dated 12/08/16, expiring on 12/29/21. 3. Notice of Acceptance No.15-0528.15 issued to Vision Extrusion Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 4. Notice of Acceptance No.16-0712.02 issued to ENERGI Fenestration Solutions USA, Inc. for their "TAN 3040 and Lighter Shades (Non -White) Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 02/04/21. 5. Notice of Acceptance No.16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their `Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 6. Notice of Acceptance No.16-0712.03 issued to ENERGI Fenestration Solutions USA, Inc. for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 7. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09, per ASTMS-84, ASTMD1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under NOA No. 11-0107.04) 8. Notice of Acceptance No.14-0916.11 issued to Kuraray America., Inc. for their "SentryGlas® (Clear and White) Interlayer", expiring on 07/04/18. 9. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance with FBC-51a Edition (2014) and FBC-611 Edition (2017), issued by manufacturer, dated 08/14/17, signed & sealed by Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed & sealed by Lynn Miller, P.E. 3. Letter of lab compliance, part of the above test reports. 4. RER Test Proposal No. 17-0387, dated 05/05/17, signed by Ishaq Chanda, P.E. G. OTHER 1. Notice of Acceptance No.15-1210.01, issued to PGT Industries, for their Series "5570/2770" Vinyl Sliding Glass Door (Reinforced) — L.M.I.", expiring on 04/14/21. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 21-0205.03 Expiration Date: April 14, 2026 Approval Date: March 25, 2021 E -3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence Submitted under previous submittal A. DRAWINGS 1. Drawing No. MD-5570.0 Rev B, titled "Vinyl Sliding Glass Door NOA (LM)", sheets 1 through 21 of 21, prepared by manufacturer, dated 10/05/15 and last revised on 04/22/20, signed and sealed by A. Lynn Miller, P.E. B. TESTS 1. 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 along with marked -up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsil 791 and Dowsi1983 silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14 FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20- 2107.2, PGT CA740 Alum Outswing Casement Window (unit 8 in proposal) FTL-20- 2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07/13/20, all signed and sealed by Idahnis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 7th Edition (2020), dated 04/22/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04, -09, -12 and -16. D. QUALITY ASSURANCE Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers", expiring on 07/08/24. 2. Notice of Acceptance No.17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers", expiring on 07/04/23. 3. Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 09/30/24. 4. Notice of Acceptance No.18-1106.11 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 and lighter shades (Non —White) Rigid Cellular PVC Exterior Extrusions for Windows and Doors", expiring on 12/29/21. I S�7 I • z4n). Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 21-0205.03 Expiration Date: April 14, 2026 Approval Date: March 25, 2021 E -4 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (continue) 5. Quanex Part Super Spacer Standard complying with ASTM C518 Thermal Conductivity 0.881 BTU -in/ hr.-ft2 °F, ASTM F 1249 VWTR-Pass, ASTM D3985 Oxygen —Pass, ASTM E 2190 I.G. Durability -No Fog -Pass. (Submitted under previous NOA No.15-0409.05) 6. Quanex Part Duraseal complying with ASTM C518 Thermal Conductivity 2.22 BTU -in/ hr.-ftZ °F, ASTM F 1249 WVTR-Pass, ASTM D 1434 Argon Permeance-Pass, ASTM E 2189 I.G. Durability -No Fog, ASTM E 546 Dew Point Development -20OF in 48 hrs. (Submitted under NOA No. 15-0409.05). 7. Vision Extrusions, Ltd. Parts complying with PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA Fenestration Exterior Profile Certification Program. (Submitted under NOA No.15- 0409.05) 8. Vision Extrusions, Ltd. Parts complying with PVC-AAMA 303-13. (Submitted under NOA No. 15-0409.05) 9. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA Fenestration Exterior Profile Certification Program. 10. Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solution, USA, Inc. for their "Tan 3040 & light shade (non -white) White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 02/04/21. 11. Notice of Acceptance No. 18-0122.02 issued to Energi Fenestration Solution, USA, Inc, for their series "White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 02/28/23. 12. Notice of Acceptance No. 20-0203.03 issued to Energi Fenestration Solution, USA, Inc. for their `Bronze & light shade cap coated White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 04/16/25. F. STATEMENTS 1. Statement letter of conformance to FBC 71 Edition (2020), dated 04/22/20, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest and of independent, issued by manufacturer, dated 04/18/20, signed and sealed by Anthony Lynn Miller, P.E. 3. Private Labeling Agreement document between PGT, dated 03/30/15 and signed by all involved parties. G. OTHERS 1. This NOA revises NOA# 17-0420.06 (PVTw/CGI) and updates to FBC2020 (7` Edition), expiring 04/21/21. 2. RER Test proposals #19-1155 dated 01/10/20 approved by Ishaq I. Chanda, RE, expiring 04/14/21. I s�<� I • L/��n.k Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 21-0205.03 Expiration Date: April14,2026 Approval Date: March 25, 2021 E -5 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. New Evidence Submitted A. DRAWINGS 1. Drawing No. MD-5570.0 Rev B, titled "Vinyl Sliding Glass Door NOA (LM)", sheets 1 through 21 of21, prepared by manufacturer, dated 10/05/15 and last revised on 02/01/21, signed and sealed by A. Lynn Miller, P.E. Note: This revision consists replacement of same existing installation screw with flat head. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass hnterlayers", expiring on 07/08/24. 2. Notice of Acceptance No.17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers", expiring on 07/04/23. 3. Notice of Acceptance No.18-1106.10 issued to Vision Extrusions Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 09/30/24. 4. Notice of Acceptance No.18-1106.11 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 and lighter shades (Non —White) Rigid Cellular PVC Exterior Extrusions for Windows and Doors", expiring on 12/29/21. F. STATEMENTS 1. Statement letter of conformance to FBC 71s Edition (2020), dated 02/01/21, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Private Labeling Agreement dated 03/08/21 between PGT Industries, Inc. and CGI Windows and Doors Inc., signed by Dean M. Ruark, P.E., V.P. Engineering, on behalf of both companies. G. OTHERS 1. This NOA revises & renews NOA# 20-0429.05 (PLA w/CGI), expiring 04/14/26. 2. The current associated PLA CGI file #21-0205.01, expiring 04/14/26. I st'=7 I. Dian k Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 21-0205.03 Expiration Date: April14,2026 Approval Date: March 25, 2021 E-6 SERIES 5570 IMPACT RESISTANT SLIDING GLASS DOOR GENERAL NOTES: INCLUDING POCKETS &_90011350 CORNERS 1) GLAZING TYPE OPTIONS: SEE GLAZING DETAILS ON SHEET 10. 2) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM El 300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) ANCHORAGE: THE 33.1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC). (VSHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS 8 FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) REFERENCES NOAS : ELCO ULTRACON, DEWALT ULTRACON*, DEWALTIELCO CRETEFLEX 8 AGGRE-GATOR ANCHOR NONS, ENERGI FENESTRATION SOLUTIONS USA INC. OR VISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 1000 TAN 202 AND LIGHTER SHADES (NON -WHITE) RIGID PVC NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NOA REFERENCES (TEST REPORTSI' FTL43337, 6338, 8848-8649, 8652 8 8717; EXOVA-10-002-792(A) 810406-10231; QAMBRIDGE 535753-09; 7) THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). THE RIGID WHITE, BROWN 8 TAN PVC MANUFACTURED BY ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD, HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS, (COMPONENT REQUIREMENTS). B) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FSC, AS APPLICABLE. 9) DRAWINGS DEPICT EXTERK)RGLAZING, HOWEVER INTERIOR -GLAZING MAY BE SUBSTITUTED. 10) THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 57012770 SERIES, ANCHOR NOTES: 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADS COUNTY APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD 8 TO BE REVIEWED BY THE BUILDING OFFICIAL 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER THE FSC AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 1/4" THICK 8 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE, IF SUBSTRATE IS WOOD, 300 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION, INSTRUCTIONS 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES i OR 2, DEPENDING ON THE GLASS/REINFORCEMENT. 2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED, ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR HEIGHT. 3) CHOOSE WHICH ANCHOR GROUP (A-D) IS MOSTAPPLICABLE. ANCHORS ARE DEFINED IN TABLE A, THIS SHEET, ALONG WITH THE CORRESPONDING SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. 4) FROM THE DESIGN PRESSURE TABLES (TABLES 1 OR 2), VERIFY THAT THE OPENINGS REQUIRED DESIGN PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN. 5) INSTALL AS PER THE GUIDELINES OF THIS SHEET -SET. 8) ADDITIONALLY, SEE THE EXAMPLE ON SHEET 9. ABLE IMPACT RATING DESIGN PRESSURE RATING RATED FOR LARGE 8 SMALL SEE TABLES 1, 2 8 B7, B2 MISSILE IMPACT RESISTANCE ON SHEETS 788 amp Anchor Substrate F.. We,, Min. Edge grbnu Mtn, 8mb idmsnt A #12, abet SMS (G51 ar 410 S.S.SMS (min. ll throatla(n) 1118" Alu -nuhn. e0G1-TS' (0.12Y nkn.) IMe416pYJame/Pfiook y8• Step, A38-,(0.080' min. HeeNSBVJsrtWPfpok y8' OO SteelSWe, A6S3 Gr, 33•, O.OTt"min. HsaNSGVJandP-twok WT . 0.W1" 14 C». 8 114'El. Unracon P.T. Southvm Pine, (SG=0.55) P.T. SnutMm Pine, SG-0,55 tkxWSGUJendP-link 1" 1-3/8' 114" D .It Ulttacon• iM•Elco 4105.5. CreteFbz p12, steel woa0 screw G5 ,lamb 1' 1a16' HeaNSiWJamdP-hook IMaN5ilVJamdP-hook 1^ W16' 15F tal8° 1I4" Elco Uitracan Corerate, (min. 2.85 ka0 HasdISiWJamb 13lw 1OM" Ne4 CMU, (ASTM GW) V 1.114` C i/4" DeWeB Ukeacam Co W.. (ink. 3 ksl ) Hei WJsme 1.1/T 1-y8' P-hook 1` U mNed CMU, IASTM G JemdP-hack 1" 1-114" 1/4.Oa WEko410S.S. CTataRer U mutac CMU,(ASWG9a) JNnelP.mit iSN' 1-iM" Concrete, (min. 3.35 kei) kbWSiWJsnre t.YtS t�14' P-hook 1/4' CeVyeN S.3. A�� ,ra,�.ator Conamte, (min. 2.22 ksi) MeadSliVJxMVP hook 1-1/7 / UnpmWed CM U. (ASTM C-9o) Jam01P-M1aPk T' 1 1w-tM' P.T ScutMm Pire. SG=0.55 WWSiWJmndP-bask 1" I- r Ile Eko Uilracon Cm rate, (min. 2.85 lei) z&SGVJamdP-hook 2-1? 1-3/8" Ununsubsel CMU (ASM1 G90) JmndP-hook 2-11T 1-1/P 1/4' Dawaft Mt sixin+ Concrete• (min. 3 kei) 1 SiIVJamdPApok U 2-1/7 1-t14' DWJsB/EI Cra Concrete, Imin. 3.36 kei) 1k1aO P-hook P-hook i-i? 1. 8" 2-1/S I Mull r.. v nr1r�1 urvu 1 rat MtiAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN. S NGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL ANCHOR HEAD TYPES APPLICABLE, FOR THE MINIMUM STRENGTHS OF ANCHORS AND SUBSTRATES, SEE TABLE F, SHEET 21. CODES/STANCAROSUSED • 202a FLORIDA BUnDING CODE (FBC), TM EDITION • ASRA E1300-09 • ANSVAFBPA F&N18 FOR WOODCONSTRUCIION • ALUMINUM DE61GN MANUAL AO WJS • Aim slop-1e • NBC 380-16 INSTALL DETAILS........ ...... 3-6 DP/ANCHOR TABLES .... .... 7a GLAZING DETAILS............ 10 ANCHOR LOCATIONS ....... 11-16 PANEL TYPES ................... 17 EXTRUSIONS .................... AS ACCESSORIES ......... ........ 19 SCREEN DETAILS ............. 20 IPI VINYL SLIDING GLASS DOOR NOA (LW 1�x RI GENERAL NOTES C) REV. ANCH. HEAD SHEETS 3,4 8 6 PRODUCT REVISED as complying with the Florida Building Code NoA-Ne. 2"205.03 Expiration Date 04/1412026 No._58705 J ROSOK=v'Dz/o1/z1 -o io1n7.S-TATE_F '. NTS 111 1 OF 21 1#1 MD-6570.0 MAX. UNIT WIDTH �y NOM. PANEL WIDTH PER TABLES 1 & 2 I MAX. UNIT HEIGHT / PER TABLES 1 & 2 IN J -PANEL CONFIGURATIONS NOM. PANT PER TAE MAX HE PER TAE NOM. PANI PER TAB MAX HE PER TAE MAX. UNIT WIDTH MAX UNIT WIDTH t-- NOM. PANEL WIDTH NOM. PANEL DTH ®I OM. PANEL WIDTH I PER TABLES 1 8 4 PER TAB S 1& 2 PER TABLES 1& 2_ I I MAX. UNIT HEIGHT PER TABLES 1 & 2 CONFIGURATIONS / / I g . UNIT EIGHT / 8 PER ABLES 1 & 2 J � 3-PANEL kZ I MAX.UNITI / / / PER TABLES tt &2 Jr J CONFIGURATION C / 2-PANEL 4-I =L WIDTH LES 1 & 2 _..— mwc.unu vwum ---�I _ UNIT GHT / ILES 1 & 2 5-PANEL CONFIGURATIONS NOW PAN PER TAE 5 I HE Y PER TAI :L WIDTH _ES 1 & 2 !^ MHJ.. t1Np YYW In + UNITGHT } / EL WIDTH L�EST&2 - — Mn . unD WIJIM -- —�-I UNIT T GHT ` ILES 1 & 2 / / 6-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER T 1 I gMAX HEI ^12 PERT I J MAX. UNIT WIDTH MAX. UNIT WIDTH NOW PANEL WIDTH PER TABLES i & 2 MAX. UNIT HEIGHT TABLES 1 & 1— J lice, I i� III _ - ._ PRODUCT REVISED 03 p1yln8 withtM floN4a BuiltlinB LoEe NoA-Mo. 21-0205.03 E=plm on Date 04/14/2026 B Iss-,LZF. 7-PANEL CONFIGURATIONS (D CONFIGURATIONS NOTES: "X" =OPERABLE PANEL S-PANEL CONFIGURATIONS d) DLO WIDTH = NOM. PANEL WIDTH - 84/16" 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "O"= INOPERABLE PANEL IPANEL WIDTH =PANEL WIDTH +1-811EC �o`�Ny LYN&����%, LOCATIONS.EXAMPLE:CXX I (p) CONFIGURATION CAN BE pXXXXI pXXXX OR XXXXp. OXXX IN I AMPLE:ON "p" = POCKET =DO H I-111I \ ?O .CE pPOCKET POCKET CAN B POLD ANEL HEIGHT O HEIGHT : o P 2) 90° & 135° CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. ++ 1010511E VINYL SLIDING GLASS DOOR NOA ILK 6 EXAMPLE CONFIGURATIONS J ROSOWSKI i No. 567a9 = * : '. =o: Q 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. � A . 02/01/21 �p DETAIL LETTER C) NO CHANGES THIS SHEET. �a� Ot/27Y27..FtoRlpn...:G�?� STATE OF Qr� 4) FOR NOM. PANEL WIDTH, SEE TABLES 1 &2. ® 1070 CH14OI GY DRN. L VE 5) MAX. ALLOWABLE FRAME SQUARE FOOTAGE = 472.6551 --SHEET NUMBER SG6557 NTS 2 OF 21 !! MD•5570.0 C A' �NUEERR. RE. B(94g�80-16W CONCRETE/CMU PE ANCHOR REQUIREMENT 4" MAX. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET i & NOTE 3, BELOW EMBEDMENT--j—:. EDOE DISTyANCE,r IL 1X QR 2X WOOD ANCHOR° // BUCKSTRIP, SEE NOTE 3, SHEET i / PLATE AT I / EVERY / ANCHOR LOCATION \i DETAIL A2 2X WOOD BUCKSTRIP OR INroix Wood !"1 DETAIL 87 .srnAcni FAOMO IXT. DAYLIGHT SEENOTESTHISS a I � �� L_ v Tre53HEEr� ERSTILE, LOCATED EMBEDMENT — HORIZONTAL SECTION (XXX SHOWN) AT CENTERLINE AND 6, _ 0- & 17' FROM ENDS (FACTORY INSTALLED). DETAIL C2 DETAIL D2 DETAIL B2 IMPJtLOCK rtcoul�o IB 000R MToeMBOMY ` � � EMBEDMENT _ r. ASrtuO.i FACMG INi. _ _ _ _ _ _ .� TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A SHEET 1 & NOTE 3, BELOW REQUIREMENT 1M" MAX. TYP. ANCHOR TYPE, EMBEDMENT DETAIL E2 AND EDGE DISTANCE PER mmovmo SUBSTRATE, SEE TABLE A, SHEET 1 "No 3, THIS SHEET 2X WOOD BUCKSTRIP OR TYP ANCHOR TYPE, EMBEDMENT EDGE FRAMING, SEE ANCHOR AND EDGE DISTANCE PER NOTE 3, SHEET 1 SUBSTRATE, SEE TABLE A, SHEET DISTANCE EDGE i &NOTE 3, THIS SHEET _ DISTANCE • r MENT /; ANCHOR PLATE T EVERY ANCHOR LOCATION DAYLIGHT OPENING HEIGHT UT R a 1/4" MAX. GROUT AS NEEDED,SEE ANCHOR NOTE 5, SHEET i EMBED- MENT 1/4" MAX. — 1X OR 2X WOOD BUCKSTRIP, SEE ANCHOR NOTE 3, SHEET 1 Fd LOOcsTuss. FIXE.DDSSIRESTII S AND NO mA u RA4a FRAME sEE HEIGHTSells NOTES. �\�/)sNEEr �J O G ev n 114" MAX �v ! L t f EMBEDMENT EDGE P. ANCHOR TYPE, DISTANCE EMBEDMENT AND 2X WOOD SUCKS EDGE DISTANCE FRAMING, SEE. CONCRETE/CMU PER SUBSTRATE, NOTE 3, PER ANCHOR DETAIL F1 SEE TABLE A, REQUIREMENT wro nusoNRr SHEET 1 & NOTE 3, THIS SHEET EMBEDMENT 1/4" MAX. DETAIL E3 Imrow DNRr CONCRETE/CMU PER •ANCHOR REQUIREMENT EDGE DISTANCE •+ lEMBEDMENT MAX. DETAIL E4 y�K DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES, TABLE A, SHEET 1 EDGE DISTANCE EMBEDMENT II 2A TYP, ANCHOR TYPE, EMBEDMENT AND / TYP. ANCHOR TYPE, EMBEDMENT AND / — EDGE DISTANCE PER SUBSTRATE, SEE L EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET TABLE A• SHEET 1 & NOTE 3, THIS SHEET NOTES 1) DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS, 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEETS 11 & 12 FOR ANCHOR LOCATION & SPACING, #6 X 3/4" SMS REINFORCEMENT FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2 SCREW, 3 PER RAIL, LOCATED AT 4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT CENTERLINE AND 9" FROM ENDS ALL FRAME ANCHOR LOCATIONS. (FACTORY INSTALLED) 5) SEE SHEET 20 FOR SCREEN DETAILS. 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL HEIGHT SILL RISER LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. DLO WIDTH = NOM. PANEL WIDTH - 8-911T DLO HEIGHT = DOOR HEIGHT-11-1/16- PANEL HEIGHT = DOOR HEIGHT -2-12" VARIES WITH REQUIRED POSITIVE DESIGN PRESSURE, T SEE SHEETS .390 � I-� 390 .�~tf8.23 .2 ���93 41 <5 u50 APPLY 87 I1�917 0ToW 2-1/2" =TOTAL .050 .080 SILL HEIGHT SILL RISER SILL RISER SILL RISER SILL RISER a (2-1/2' TOTAL O(3-12"TOTAL O(4-1/16"TOTAL 06 (4-5/8"TOTAL SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) VINYL SLIDING GLASS DOOR NCA (LM) O 10/OS TYP. ANCHOR TYPE, INSTALLATION, VERTICAL XSECT. S J ROSOWSKI KI EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, 7 C) REV. ANCH. HEAD SHEETS 3,4 & 6 THI 0127@'1 SEE TABLE A, 1070 TECHNOLOGY DR Jill SHEET 1 & NOTE 3, I'L VENICE, FL 34275 THIS SHEET (, 9„11-?�'1 „0 BGC-5570i NTS f 4OF 21 1191 MDS570.0 4 C PRODUCT REVISED ....-P n l w tbn FMtlaa awmins CCendd No".. 21-0205.03 EzpDrtlan Daft 04/1412026 .- IV-, I ,,0-a V LYNp,y'.,� * , N.. 58705 •,. l osi/s1 ,'W O_ •. STATE OF f[Ic P£ a• f b• ovrsroE coRhtrlt REEFER ® t SEE SNEET 1a NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS, 2) SEE SHEETS 14 & 15 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES i & 2. 3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, DEPENDING ON CONFIGURATION. VINYL SLIDING GLASS DOOR NOA 11110 CORNER ASTRAGAL HORIZ. X-SECT. J ROSOM?q C) NO CHANGES THIS SHEET. 1001127M 70 TECHNOLOGY DR �e N. VENICE, FL 34275 (891)-480.1,5�00„ SGD-5570111 NTSFIF 5 OF 21 111 MD-5570.0 �4 C DETAIL H2 1. OiflSI�E CORlER 4 IX mo 15 PRODUCT REVISED as p MM the nort" awina Pow-ne. 27-0205.03 exptratlon Data 04/14/2026 R. Ise..' I 4 LYNN O_ '. STATE of lu DETAIL 11 OPTIONAL NON- STRUCTURAL INro MnsoNRY ANCHORSFOR� L.. INTERIOR POCKET IMFNW�' s+ JAMB e+ m INTERIOR POCKETS MUST Tas�31�R.ET INCLUDE ANONSTRUCTURAL, FRAME JAMB TO REDUCE THE '' Ip POSSIBILITY OF WATER a+ INFILTRATION. 1/4" MAX POCKET BY OTHERS, SEE e NOTE S BELOW. EMBED-- . MENT. ' ; dlDiim3 - TYP. ANCHOR TYPE, EMBEDMENT E%IENtNf EDGE AND EDGE DISTANCE PER �j SUBSTRATE, SEE TABLE A, SHEET 1 DISTANCE & NOTE 3, BELOW INTERIOR POCKET METAL TYP „SEE ANCHOR NOTE 4, SHEET 1; ANCHOR LENGTH TO BE A MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE EDGE DETAIL 13 DISTAN( NTg NETu I if EMBEDMENT —1 114" MAX. f V SEEM THIS 81 E EXTERIOR POCKET DETAIL 12 INro MaBaNRv TYP. ANCHOR TYPE, EMBEDMENT EDGE DISTANCE y AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A,� SHEET i & NOTE 3, BELOW EMBEDMENT T. -OPT. 1/4"MAX ANCHOR CONCRETEICMU SM FIG PERANCHOR TFag SHEET REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW ANCHOR NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES i & 2 4) SEE TABLES i & 2 FOR REINFORCEMENT REQUIREMENTS. 5) INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 6) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. EMBEDMENT 1l4" MAX. EXTERIOR POCKET EDGE DISTANCE CONCRETE/CMU PERANCHOR REQUIREMENT F:,.r6R:en FOR DOOR HEIGHTS 96' AND LESS: at FOR DOOR HEIGHTS OVER 96" 2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR NOTE 3, SHEET 1 DETAIL 14 IMONVOg PRODUCT Rm REVISED p In with the Fl14e Building BOA -Be. 21-0205.03 Bzphatlan gain 04/14/2026 Be ISGT 1 L4,,Y �f ENI£tt1[� EXTERIOR POCKET 01 VINYL SLIDING GLASS DOOR NOA (LM) 10415/15 * : %{No. 56705 P-HC*K EXAMPLES, HORIL X-SECT. it J ROSOWSKI �'; " `g \�Z��4 C) REV. ANCH. HEAD SHEETS 3,4 & 8 �� Ot1272t NTS >I1 6OF 21 [941 MD-5570.0 141CA.LYNtl LL 'RE TABLE 1 Design Pressure (DP) and Anchor Quandtles Required, it, en aPprrn-milgwatiom on Sheet 2) Use this table for Glees Types 1, 1A, 3 w 3A Astragal Reinfometnwt 029 Wckstile Reinbrca t#25 w#26 Sid. Mterlock Retnfwcdnent #27 Dow Unit FBIght ao BP 96' 69-16/18' DLO Height 72-15716' DLO Height 84-15116- DLO Height Amhw Glwlp AmwrGmup Alwlwr Gmup A B C D A B C D A 8 C D 1OLD Design Pressure +67/.00psf +5a/-60 P1f +60/60psf 24° OLD FieawSgl p+1 C3+7 p+1 G3+1 C3+1 p+t C3+7 C3+1 C3+1 C3+1 C3+1 p+7 Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 ?fi 7 7 7 7 7 7 1 7 7 e a 8 8 2OLD Design Pressure +60/.80psf +60/-BOpsf +60/-60Psf 30 DLO Heawsin C3+1 C3+7 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 Width Jamb 6 5 5 5 5 5 5 5 5 5 5 5 S Rlwok 7 7 7 7 7 7 1 7 7 8 a 8 8 2D0 Design Press" +W/g0psf +60/-60psf +60/-62psf ° Heed/SN C3+1 p+t C3+1 C3+1 C3+i C3+i C3+1 03+t C3+1 C3+1 C3+1 C3+1 o. Width Jewnb 5 5 5 5 5 5 5 5 5 5 5 5 E Pflmk 7 1 7 7 7 7 7 1 7 7 8 e 8 B Design Pressure +61 +601.40psf +wl-Bops, DLO Head/Sili42" C+1 3+1 C3+1 C3+1 C3 C3+1 C3+i C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 Width idt Jamb 5 5 5 S 5 5 S 5 5 5 5 5 P-hook 7 7 7 7 7 7 7 7 8 8 8 a Oesign Pressure I +60/.aow +60/-wpef +BO/Per 48 DLO Head/Sill C3+2 C3+1 p+1 C3+1 p+2 C3+1 1: 1+1 C3+1 CS+2 C3+1 C3+7 C3+1 Width Jamb S 5 5 5 5 5 5 5 5 S 8 S P-tgak 1 7 1 7 1 T 1 7 7 7 7 7 8 8 8 8 USED IN EXAMPLE ON SHEET 9 TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 AND TABLE Bi DETERMINES THE WATER LIMITED (+) OR 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED. IF SO, +DP'S SHOWN IN TABLE 1 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2, 3 AND 4 TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NOTES, SHEET 1. 6) SEE SHEETS 11-16 FOR ANCHOR LOCATION 8, SPACING ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A, SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS, THE MAXIMUM DP AT THESE ANCHOR QUANTITIES, ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE B7, THIS SHEET. # OF ANCHORS THROUGH THE HEAD S SILL. EX: FOR C3+1, 3 ANCHORS CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. TABLE B1: W21INJmited (+) Design Preewm Sin Riser Nan. Sill Height May. (+) DP AI Aad None 1-11/iT See Nae2 42 2.112' +38.7 psf 43 34/2' +80.0 psf 44 4-1/18' +60.0 pat 45 4&W +80.0 psf 13 FIG 1: DOOR ASSEMBLIES INSTALLED WHERE THE OVERHANG (OH) LENGTH IS EQUAL TO OR GREATER THAN THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. DLO WIDTH = NOM. PANEL WIDTH - 7-aW DLO HEIGHT = DOOR HEIGHT - 11-1/16° PANEL HEIGHT = DOOR HEIGHT - 2-1/7' VINYL SLIDING GLASS DOOR NOA RM) ��I 10/05/1! DP B ANCHOR QUANTITY TABLE Ii JROSOWSKI III C) NO CHANGES THIS SHEET. 1111 012721 NTS 111 7 OF 21 111 MD5570.0 PRODUCT REVISED plying w th the Ronda Baomnding Coae Mow-ae. 21-0205.03 Expiretion Dete 04/14/2026 By Mlam40ade P n ucro t�Control .k .r No. 58705 A"'O 02/01/24 ..BIATEOF P,E. Design Pressure (DP) and Anchor Quantities Required, (br ail apsmeC Corri"llona on Sheet 2) Use two table for. Glass Types 2 or 4 Astragal Reinforcement 429 Lackstile Reinbmement KS HD Interiook Relhbmement #28 Door Unit Height 84" 96" 108' 121T 68. 5/16' DLO 09M 72-15/18' DLO Height 84-15/16' DLO Height 96-15/16' DLO Hapa 108.15/18" DLO Height p A.hw GmW Awhw Gmup Anchor Grmp Anchor Gmup A I B j C 0 D A I B I C I D A B C D A 1 B 1 G D q B C D 1 Design Pressure +f00/-1W +100/400psf +100/-loops! +W/-65psf +60/-65psf 24' DLO DLO HeaN591 C3+1 C3+1 C3+1 C3+1 C3+1 03+1 C3+1 C3+1 5+ C1 C3+1 C3+1 C3t1 C3+I C3+1 C3+1 C3+1 C3F1 C3+1 C3+1 C3+1 Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 8 6 8 8 8 8 8 8 P41ook 7 7 7 1 7 7 7 1 7 7 8 r8 8 8 9 9 9 9 1D 10 10 10 Y Dewgn Pressure +f00/-loopssf +100/400psf +100/-100paf +00/-05psf +60/-35p5f 30" DLO DLO HeadrSill C5+1 C3+1 3+ C1 C3+1 C5+1 C3+1 C3+1 C3+1 05+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 Width Jamb 5 5 5 5 5 S 8 5 5 5 7 5 8 6 6 6 8 6 8 6 7 1 7 1 7 1 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 1-1 25-51W 1lesign Pressure +1001-100psf +1001-100psf +100/400psr +W1.65pe/ +60/-65psf 38' DLO Head/Sill 2 C3+1 C5+ + 2 C3+1 05+1 C3+1 C5+21 C3+1 I C5+1 I C3+1 06+1 C3+1 C3+1 I C3+1 C5+1 C3+1 C5+1 C3+1 Width Jamb 5 5 5 5 6 5 5 5 7 5 6 6 6 6 6 6 6 6 P4=k 7 7 7 7 7 1 7 1 7 6 1 8 1 8 8 9 9 9 9 10 10 110 10 (esign +1001-100psf +1001-10Dpsf +100/-1oopsf +60/.86psf +601& psf 42` DLO Head/SiN CS+2 C3+2 C5+2 C3+1 05+2 C5+2 C5+2 C3+1 C5+2 C5+2 I C5+2 I C3+1 C5+1 C3+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 y Width Jamb 6 5 7 5 5 S 7 5 5 5 8 5 8 8 8 6 6 6 7 8 P-haok 7 7 7 7 7 7 7 7 8 1 8 1 8 I a 9 9 1 9 9 to t0 10 10 222 Design PBssws +1001-100psf +1001-100ps1 +92/-92psf' +60/-Mpsf +60145psf 48 DLO OLD Peawsm C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C3+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 Width Jamb 5 5 7 5 5 5 8 5 5 5 B 5 8 6 7 6 6 8 8 1 6 P-hook 7 7 7 7 7 1 7 1 8 1 8 8 1 8 9 9 9 9 9 9 10 t0 10 10 465t8" Design Prssstsa +80/-80psf +80/-Bops/ +80/.gOpsf +60/65psf +54.1/-56.7ps1 DLO Hea(Sifl C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 1 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 CS+2 C5+2 C5+2 C5+2 Width Jamb 5 5 6 5 5 5 7 5 5 5 6 5 6 6 8 6 6 1 6 a 6 P-brook 7 7 7 7 7 7 1 7 7 8 I 8 I 8 I 8 9 9 9 9 10 10 10 10 �� Design PnessuA +80/.Wpsf +e01-e0psf +80/-e0psf +59.11-64 psf +486/327paf air DLO HeaNSitl C5+3 C3+2 C5+3 C3+2 C6+3 C3+2 C5+3 C3+2 C5+3 C5+2 C5+3 C3+2 C6t2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 Width Jams 5 5 8 5 5 5 7 5 5 5 8 5 8 8 8 6 6 8 8 8 P-hook 7 7 7 7 7 7 7 7 a 8 8 B 9 9 9 9 10 1 10 1 10 1 10 +/-100.0 PSF FOR ANCHOR GROUPS B. C 8 D. TABLE NOTES: IF WATER INFILTRATION RESISTANCE IS ED,THE LESSER VALUES OF EITHER TABLE 2 AND TABLE 62 DETERMINES THE WATER LIMITEDMITED (+) OR 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED, IF SO, +DF S SHOWN IN TABLE 2 MAY BE USED, 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2, 3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY OR 5) REFER TO ANCHOR NOTES, SHEET 1. N. VENICE, FL 34275 6) SEE SHEETS 11-16 FOR ANCHOR LOCATION 6 SPACING (941)480.1600 ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW, SEE TABLE A, SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM OP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE 82, THIS SHEET. # OF ANCHORS THROUGH THE HEAD 8 SILL. (EX: FOR C3+1, 3 ANCHORS CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL # OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. FIG 1: F DOOR ASSEMBLIES (� INSTALLED WHERE THE ITT OVERHANG (OH) LENGTH IS = EQUAL TO OR GREATER THAN Op THE OVERHANG HEIGHT IS EXEMPTED FROM WATER — INFILTRATION RESISTANCE. TABLE B2: W 4Jmib4 (+) Design Pressure 9fll Mew Non. SiA Hei9111 Max. (+) Dp Allaned Nona 1-11116' See Note 2 43 3-10 +38.7 pef +80.0 psf 0 psf 45 4-518' +100.0 pot DLO WIDTH = NOM. PANEL WIDTH - 7-W DLO HEIGHT = DOOR HEIGHT-11-1118" PANEL HEIGHT = DOOR HEIGHT - 2-tYY' IYL SLIDING GLASS DOOR NOA (LM) DP & ANCHOR QUANTITY TABLE J ROSOWSKI C) NO CHANGES THIS SHEET. At 01127r21 d iGD5570 1 NTS E S OF 21 jil MD-5570.0 1911C PR0DUryC��nTn99REVISED a. comp C=-" — FIOoda ROA-Ra. 21.020-S 3 F pinstl. De. 04114M026 w I con I. C4-, 'AV LYN/y�x�r,� No. 58706 '.. 02/01 / WATEOF <(/li _ EXAMPLE: — 3AANEL,3TRACK, STRAIGHT CONFIGURATION -PXXX, FRAMEJAMBREDUIRED HEA0.8PDCE INTERN CENIEPoJNE CENTERUNE SEEFIGUREBELOWFORADDMONAL INTERIOR MOUNT POCKET, 48" X W' NOM. PANELS, LAMINATED, IG GLAZING, ANCHOR GROUP IN WOOD SUBSTRATE, PROJECT DESIGN PRESSURE REQUIRED: +g8,y_58.8 PSF ®1 m INIEROR POCKETS �� , I� (.- N RU OFPANELf f —oF IN>'Erxorx ( I� CE'NYO& � J OFPANELP I� OF WM,,OCN A HOR INFORMATION. �L. CENTERUNE jl_ OFPANEL3 POCKET BY OTHERS, SEE NOTE 6. SHEETS ANCNOPAGE,� SHEET12 w2' ANCHORAGE, SHEET 12 263tY MAX. T •2"ANCHORAGE, YAIC ,C3'CLUSTER CT CLUSTER, SHEET I2 SHEET tz SHEET 12 ENDANCHOR MY SEE FOCKET JAAR (MIN. 1 ANCHOR) SPLICE NOTE INSTALLATION ON HEAD ANCHORAGE DETAILS NOHSTRJCTURALMJCHORSMAY SE ADDED INFIELD AS NEEDED SHEETS ---PXXX(3-TRACK) -. TO ALIGN THE HEAD OR SILL IF A SPLICE OCCURS WITHIN A POCKET. .� 1. s. BILL SPIJCE / I � r— INTERIOR 1�-_ OFP�NE CEmFLRIE OP INTMOCK I.._ OF CENTERUNE SEE FIOURE BELOW FORM SINTER= ANCHOR INFORMATION. CENTFAuhrE 1.�I—OFPA 3 POCKETSY OTHERS, SEE 6 NOTE . SHEETS s BET tt" D3• CLUSTER. MAX SHEET 11 MAX FRAME JAMB SEE POCKET JAMB O.C. NTERI RPD SHEETS 1) INTFft1OR POCKETS SHEETS 1 1) KNOWING THE PRODUCTS REQUIREMENTS, SCAN THROUGH TABLES 1 & 2 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF +48.21-58.6 AT A NOM. PANEL SIZE OF 48" X ✓34'. FROM TABLE 1. SHEET 7, THE DESIGN PRESSURE IS+6W-60 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. P-HOOK JAMB ANCHORAGE ANCHORAGE DETAILS DETAILS FOR PRODUCT REFERENCES ALSO SEE: A) SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LOCATIONS OF CROS"ECTION DRAWINGS. B) SHEET 10 FOR SPECIFIC GLAZING TYPES, C) SHEETI7 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. D) SHEETS 4 & 18 FOR EXTRUSION CROSS-SECTION DRAWINGS. E) SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES, F) SHEET 21 FOR A BILL OF MATERIALS. FOR WOOD INSTALLATION USING ANY HMWSAI C3+2 ANCHOR IN GROUP A (SEE TABLE A), TABLE ift 5 1 SHOWS ANCHOR REQUIREMENTS OF: P4=ck 7 2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON: HEADlC ANCHORS): ANCHORS) ANCHORS): SHEET 12 FOR THE "C3" CLUSTER ANCHORS AT THE INTERLOCK/ASTRAGAL HEAD (INTERMEDIATE ANCHORS): SHEET 12 FOR THE "+2 ANCHORS AT THE MIDSPAN OF EACH PANEL. SlLLLCLUSTER ANCHORS): SHEET 11 FOR THE "C3" CLUSTER ANCHORS AT THE INTERLOCKASTRAGAL SILLJINTERMEDIATE ANCHORS): SHEET 11 FOR THE "+2 ANCHORS AT THE MIDSPAN OF EACH PANEL. JAMB: 5 ANCHORS, SHEET 13 FOR GEN. LAYOUT. P-HOOK 7 ANCHORS. SHEET 13 FOR GENERAL LAYOUT. 3) INSTALLATION DETAILS INTO WOOD CAN BE FOUND ON: 1070 TECHNOLOGY DR HEAD & SILL SHEET SHEETS 'T SHEET 11 ENDANCHORAGE SILL ANCHORAGE DETAILS (MIN, I ANCHOR) PXXX 3( TRACK) END PANEL ANCHOR EXCEPTION: TO BED O.C,OR LE55 CENTERLINE OF ENO PAAB. FOR SILL (SHOWN) AND HEAD, ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 25-318", OTHERWISE ANCHORS ARE NOT REQUIRED AS PER THE FIGURE ABOVE: � e• MAx EXTERIOR V PRODUCT REVISED aF eom n NNM a. Rorie. main® n. NOA-Nn- 21-0205.03 E pir . Deb 04F142025 av Iss.T I. Lb„T VINYL SLIDING GLASS DOOR NQA (LM) 10ASh5 STRAIGHT DOOR EXAMPLE S J ROSOWSK) =-D C) NO CHANGES THIS SHEET. g 'l 0127121 % Rs t #1 11 iGD-5570 NTS 9 OF 21 11 MD-5570.0 1141 C No. 58705 02/01/21 STATE OF 1-1/18" NCN. I � 311W HS GLASS WlTHS GLASS WITHS OLASS� 3'18"HE GLASS � I WIT ANN GLASS ;AtR .gym .ow SG 7/18+AIR SPACE 3/1&"ANN 6LAS5 PAINTED/ 3/18"HS GLA$3 PAINTED/ 3/18'H4 GLASS 118'TGlAS6 LAMINATED /LAMINATED PAINTED/ / ro ai SURFACE eo S1 / SURFACE Om Oq a1I�7ED Fl ED SURFACE E EXTE TOR - - E% ERIT18 "EXTERIOR- \\\ GLAZED"IFdSO-SAS PRODUCT IS"E-Ill 13 R- I I PROWCT IS" 118IOW i PRODITIFIMEXTERIOR-TOWMDS THE EXTERIOR. 7/e'NOM. GLAZELY IF MP811S 7/8°MOM. GLAZED"lFNIO811S ASS O 7B'NOM. GLlgO1FYffiA91S GLASS TOWARD£ THE FXTERIORI I GLASS TOWPR0.R THE EXTERIDR.I GtA33 TOWARDS THE EXTERIOR.IBrrE I i BITE I I BITE I INTERIOR I IHIIXIq! IMERIOp �`] INrf LPRODUCT IS "INTETLIOR- I PRODUCTISINTERIOR. I PROWCTIS"INTERIOR- I PRODUCT IS"INTERIOR- GWZEU FNSOd11S 7S SAED-IF Nl0-0118 I 7a GLAZED'IFN lIS I TB GLZED'IFf2d31S I TOWARD£ THEINTERIOR.TOWARDS THE INTERIOR TOWpROs TILE INTERIORTOWARDS THE INTER. RSEE NOTE 3. SEE NOTE 2. SEENOTEy SEE NOTE Z THIS SHEET THISSHEET TWS SNFET IRIS SHEET GLASS TYPE 1 GLASS TYPE to GLASS TYPE 2 GLASS TYPE 3 "ANN" = ANNEALED "HS"= HEAT STRENGTHENED SIUCONE HOT -MELT BUM 'T' = TEMPERED STRUCTURAL 1-1H&"NOM 1-1118`NOM "PVB"=.OBO' TROSIFOLO PVB INTERLAYER STRUCTURAL SILICONE 311W HIS GLASS 3118' LASS - BY KURARAY AMERICA, INC. 1/4'NOM. FOAM WIT NON. POLYISOBUTYLENE WITH .090 PVB .09D" SG ' = .OW' SENTRYGLASO INTERLAYER WITH DESICCANT DESICCANT TIT HS GLASS - rE 7S 18'HIS GLASS /2AINTEO/ BYKURARAY AMERICA, INCEXT. OIASS EXT. GLASS711WAIR SPACE n 7e 7118' AR SPACE3/ITTGLASS NIT TGLASS PRODUCT REVISED PAINTED/ — PMn9 with the Florida w Fl LAMBURED ,� ,3 LAMINATED SNI ode (/SURFACE SURFACE No".. 21-0205.03 NLT. GLASS TNT. GLASS (`�R1°R *C a FSEA I�pinuon mb OM14/2028 PROWCT IS'DDEROR- f �I PRODUCT IS"FXTER OR ' IfU7 CA++I KODISPACE n SUPER T I �EXTEAKNtI Q )/8°NOM. OLA2EC"IF A82.8313 O 1 TIT NOM. M entrol 4SG TICS � SPACER®NXTT" I O j &Ass aWAR� He Ex moR.l I Goss SITE o- IHrE iIOR I <�j INTERIOR ALUMINUM NT PROWCTIS"INTERIOR- i PROCICT IS INTERCR. POLYISO- DESICCANT FILLAREA GLAZEOIFW8 31S I ra GLAZEO'IF4B&8315 I I O BUMENE WIT NOR TOWARD3THE INTERIQI., TOWARDS THE INTERIOR &ANT SEAL BUSILICONE SEAL SEE NOTE], w SEENOTE2 DESICROLL-FORMED THIS WEST TRs axEET 11LLL IIitl7 FAINLESS STEEL GLASS TYPE 3A GLASS TYPE 4 `I EXT GLASNOTES: `Y LYNN,y� EXT. GLASS 1) BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. VINYL SLIDING GLASS DOOR NOA PA a 1010& 15 ; * ;/�,�3, NNO.�705 t SS INT. GLASS 2) PRODUCTMAY BE EITHER GLAZING DETAILS t J ROSOWSKI O �'•, ' 1/Y1 ; (� C INTERIOR OR EXTERIOR GLAZED, 02/0 ODURASEAL® XLEDGET" PROVIDED THAT THE"HS"SURFACE C) NO CHANGES THIS SHEET. �01127721 O BF nTE� OF A LAMINATED GLAZING UNIT IS SPACER SPACER ADHERED TO THE GLAZING LEG. 1070 TECHNN. VENICE,O LOGY OR All rsYOWAl1F?'' RE�clsrrt�Ano�rlla SGD-5570 f TUTS 10 OF 21 4 MD-5570.0 f C A L'P I OEKLE05R' P.E. S�ItlfGAL GR AsrRaou oR INTERLOCK INTERLCCK—+. CENTERLINE 4" CENTERLINE 4, IXTERIOR T-TRACK CLUSIHi'CS• 2-TRACK CLUSTER C4 ANCHOR LOCATKNd3 ANCHOR LOCATIONS CENTERLINE 4" 41 Er'RIOR 3.27 J 1T KCLU5(ER'GT ANCHOR LOGTKMIS ASTMGALOR INTERLOCK CENTERLRE-7 q• — 3.22" 4TRACK CLUSTER Y�•ANCHOR tOCARONS ASTRAGAL IN RLMK CENTERUNE 4" E%TIE�IRK)R 3.22" }T CK CLUSTER'CS• ANCHOR LOCATIONS I .� 888888888� NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, 2) TRACK -TO -TRACK DISTANCE IS 2.37b" 2.375" FOR ALL SILLS R[il➢IEB PERTNN M THE FCuOWNO M6 uueTaARGIdi Locr,TwNs_ __ HamilSiY �mb 5 P-haok 7 41RACK CLUSTER •CS• ANCHOR LOCATIONS W. N. 2-TRACK INTERMEDIATE •.r ANCHOR LarwnoN STMCKINFcMEUTATE •.1• NICNOR LOCATK)N •;•ANCHOR =TK) PMIEL CENTERLNE 4- E%TIE�IH1KM V 2-TMCK INTERMECLATE '.Y ANCHOR LOCATIONS 4" +I ' Ir--3.22" >TRACKINTER�IATE Ir ANCHOR LOCATIONS PANEL CENTERLNE 4" EXI(E�IRIX2 V 2 TRACK INTERMEDATE •.Y ANCHOR LOCATONS PANE CENiF UNE 4" 3.22" '+-TRACK INTERMEDIATE '.P ANCHOR LCUTIONS PANEL CEMErcINE 4" IXiERI v 4TMCK IWERME M V A-TMCK INTERMEDIATE •.Y ANCHOR LOCARONR •ay ARCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375" 2.375" FOR ALL SILLS: lPI VINYL SLIDING GLASS DOOR NOA (LM) Ill 101MV hlc)NocHANGesTHjssHEE-r. ANCHOR LOCATIONS A dt J ROSOWSKI X— NTS 111 11 OF 21 1€91 MD-5570.0 REVISED M tNa FIRtl4R p.ro 04/14/2026 ?ONYLYN 10ENSp�P �-; Nu.58705 A STATE OF 4" im ZTRACK CLUSTER ST ANCHOR LOCATIONS 3.22' 1TRACK CLUSTERY ANCHOR LOCATKMAS V lTRACKCLUSTER 'C3'ANCHOR LOCITKANS AS MOA OR wTERLoac 4•, CENTERLINE EXT E RIOR 3.2Y tJ 2-TRACK CLUSTER'CS ANCHdi LOCATKkLS ASTRAGAL OR MRERLOCK CENTERLINE 4" r- EXTfE��KM --� 3.22' t/ 3TMCKCWSTERCS AHCIIOR LOCATIONS ASTMGALOR INTERLOCK—� 4" cENTEUIra: NOTES: I)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375' � 2.375" FOR ALL HEADS: 4TRACK CLUSTER 'CSANCHOR LO TK S PANEL OENIEl8w 4" V 2TRACK INTERMEDATE '+2'ANCNOR tOCATi0N5 ��LiEr PAN¢ CENTERLINE CENTERLINE 4.75' ERIOR EXTERIOR Il }TRACK INTERMEDIATE (l. &TP mIMERF Am J 'N'ANCHDRLOCATIDN 1/ '+YANCNORLIX TIONS DIT 1070TECHNOLOGY DR- N. VENICE. FL 34275 4TRACK INTERMEDIATE 4T mI MEOIAT Ir '+1'AN RLOOATION ANCHOR L=TIONS PANE DENTEA w 4" rl lz 11-1 E ROR 3.22" V 2-TRACKINTERMWIAT '+Y ANCHOR LOCATIONS PANEL CENTERLINE 4" EXTERIOR 3.22" I� 3TRFCK IhTERMFLNTE V '"T PNCHOR LDGTIDNS 4" — 1 3.22" LT CKINTERMEONTE'+r ANCHOR LOCAMW NOTES'. vxAAlea Pelswro*I,EPouaxNO HEAP 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. owr 2) TRACK -TO -TRACK DISTANCE IS 2.375' FOR ALL HEADS:DS: s `AA�QpV LYN 7Nzj.. VINYL SLIDING GLASS DOOR NOA (I" � 10N5115 = * i No. 58705 l * C ANCHOR LOCATIONS B I&I J ROSOWSIQ -0 r � ? Oz/o1/21 C) NO CHANGES THIS SHEET. 01127)21 �O,A�, STATE OF NTS f 12 OF 21 IRf' MD-5570.0 PE. P-HOOK ANCHORS LAYOUT: OPT. ANCH( TO AID AUGNMEI OPT. ANCHC TO AID AUGNMEP NOTES: 1) SEE TABLES 1 & 2 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P-HOOK (3) TRACK WEEP HOLES EVERY 24" 0 1.125' X. 1 gir; (1) WEEP NOTCH EVERY 24" 0 1.375" X .SW' �41 4.75" 21. " MAX. O.C. EXMRIOR M F_�_TRACK FRAME (S) TRACK WEEP HOLES—\ EVERY 24" 0 1.125" X AWL (1) WEEP NOTCH EVERY 24" @ 1.375" X ,SW' IdlalL�triifl 7.125° Fm 1 101, W.—.T-T MEME NOTES: 1) STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS, ANCHORS MAY BE LOCATED IN ANY ADJACENT TRACK (SIMILAR TO THE 2-TRACK JAMB) AS REQUIRED TO MEET MIN. EDGE DISTANCE CONSTRAINTS. IN CASE OF AN ODD NUMBER OF ANCHORS, THE MAJORITY MAY BE TOWARD THE INTERIOR OR EXTERIOR. (10) TRACK WEEP HOLES EVERY 24° ® 1.125' X .13V'; (1) WEEP NOTCH EVERY 24" @ 1.375' X .S00" HEAD 90" CORNER CLUSTER ANCHORS LAYOUT: EXTERM T-TRACK Po 1=11 R 'ANCHORLCCAtICNS (USE WHERE'C!' IS SPECIFIED) I N R R I L4%" 4" E_ _XTERpR_ 3 RACK W140R'CORNER "ANCHORLOCSi (USE NHERE'CT 156P5C1FIE0) 4- FT CK BY CORNER -Ct-ANCHORLOCATKHIS (USE MERE IS SPEOFED) 90� H..NS91 C 1 MmD 6 P-K 7 M. 1-'RUCK Po°CORNER V•. TA`ANCHCRLO TK)NS V (USE WAERE'CS IS SPECIFIED) I R }TRACK &1'CCNNER 'CS'ANCHORLA (USEMERE ERE'C6"ISSPECIFIED) 1 X R X M 1 1 677 (USEMERE "' IS SPEUFED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINI 2) DETAILS DEPICT ANCHOR QUANTITY AND SPA SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE COI 3) TRACK -TO -TRACK 7 [M23751, FOR ALL HEADS AND SILLS: SILL 90e CORNER CLUSTER ANCHORS LAYOUT: P y1 "T'D" 4 I 3-TRACKPo°COPoIFR E%TERMR 'U' ANCHOR LOCATKINS (USE MERE C3- IS SPECKIEO) w P R l I 3- CKW-CORNER EXTER�R "W MICHOR LOCATKKIS Ir (USE NMERE-M' IS IS SPECIFIED) N R N N I 4" 4" I T-TRACK Po° CCRNEII 'CS"ANCHOR S (USE NHERE'CS'IS IS SK SPECIFlLTn W R R I STRACK Po-GORNER 'CS'ANCHOR LOC MT (USE MERE 'CS' IS$ IHED) I EXTERIOR 7T PRODUCT REVISED 9uliemeplC.d. ""Rn the Florla. NoA .. 21-0205.03 Eaplratlon Rate 04/14/2023 R MI HtAU 130- UUKNLK L:LUJ 1 LK ANCHORS LAYOUT: ' 'A !-IORLOCRTIONS (USE VMERE-07 IS SPEGFIED) I STRACK 135' CORNER 'U' ANCHOR LOCATIONS (USE MERE'C3' IS SPECIFIED) 4T K 135' CORNER ' ANCHOR LOCATIONS (USE LMIERE'CY IS SPEWED) v 4" L- - 1 3.22" EXTERIOR 2-T CK 13V CORNER 'C5' ANGK)R LOCATIONS (USE NHENE'CS 189EGFIED) / ' O' 1TRAG(1 S5' CORNER 'C5'ANC14ORLOCATNlN3 (USE MERE-OrIS SPECIFIED) Em SILL 135P CORNER CLUSTER ANCHORS LAYOUT: 4eOT5RM 44" TE�RtR 4„ 2-TR M'- 2-TRACKIWCOWIER V 'U'ANCNORLOCAnON3 'G'ANCM00. LDCATK3N6 )USE NHERE'G3'DI BPEGFED) )USE MIERE'GS'188PECEIED) 4 4' 4" 4" EXTE�RIIOR 3.22' V 3.22" 3-n CK 135-CORNER 3TRACK133'CGAIER -G-ANCHORLOCATIONS ' ANCHORI.G:An0N5 IUSEIMIERE'C3'ISSPEGFIEm (USERMERETS-ESPEGFIED) E2_. l£RIOIY • ��K LTRACK 13S'CORNER �j� 1-TRPCK Im. CORNER T%ANCHOR LO MOMS SusE Nl1ERE'CS' Is sFECIi1EO) YA' MEO LOGS WI (USE WHERE "C]' IS SPEGFIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS, 3) TRACK -TO -TRACK DISTANCE IS 2.375" f tZ375- 2.378" FOR ALL HEADSDS AND SILLS: V7 4T CK 135'CORNER 'CS' ANCHOR LOGAn (USE MERE 'C5'IS SPECIFIED) u 27 1070 TECHNOLOGY DR N. VENICE. FL 34276 Fglrms RetNNronE rounwnn[roSma mL. AraKw 1dwnoea 135° Na85/3®1 i jamb 1 6 P�* 1 7 PRODUCT REVISED airing wNx exa F1otle. OA-N 9e cotle NOA.-N". 21 -0205.03 Eapiratlon D. 04/14=26 By *: No. 63705 *' Al 02/01/21 Q •. SLATE OF !(2p VINYL SLIDING GLASS DOOR NOA (LM) t0ID5M5 ANCHOR LOCATIONS E 8 J ROSOWSKI C) NO CHANGES THIS SHEET. am m7/21 NTS 111 15OF21 j£I MD-5570.0 SPLICE LOCATION 4• El(TIE�IRIOR 3�" v 2-TRACK SPLICE •G'ANCHOR LOCATCN3 NSE WHERE •CS'ISSPECFED) SPLICE LouT1oN 4.75" E%TEJ11�R 4` 3-TRACK SPLICE TA•AME LIS NOFI NSE MHERE -CT Is 4PECIFIE➢) 4 75" 4" 4TRACK SPLICE YA'ANCNORC CNS (USE WHFAE CT tSIS SPEgFIEO) NMI SPICE 1-066014-7 4" E jI 3.22" v 2-TRACI(SPLICE ANCHOR LOCATIONS NSE ttHERE' !P IS SRECFIEO) SPLICE _ OCA ION 4" EXTEaIwx 3.2T' &TRACK SPLICE vv 'CB- ANCHOR LOCATIONS NSE WHERE'CS• IS SPEgFIEO) 4" 4TRH:KSPLICE TA' ANCHOR LOCATIONS NSE WHERE -CT IS SPESVIED) SILL SPLICE ANCHORS LAYOUT 0 INTERLOCK OR ASTRAGAL: SPIJc LOCATION 4" EXTERIOR 1� YTRACI(SPUGE V 'G' ANCHOR LOSATIONS (USE MMERE Ty IS SPEcIFiEO) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 4" •G' HICHOR LOCATIONS NSE INHERE TIE IS SPECIFIED) SPLICE LOCATION 4TRACK SPLICE TA' ANCHOR LOCATIONS (USE WRERE'CT IS SPECIFIED) 2) ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK FOR SPLICES OCCURRING INSIDEO FA POCKET, SEE THE EXAMPLE ON SHEET 9. 3) TRACK -TO -TRACK �. DISTANCE 132.375" J2,378" FOR ALL HEADS AND SILLS: 4) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. VIE OCATpN 4.. EXTERIOR ,Fi ]-TRACKSRICE "GW ANCHOR LOCATIONS UM.. .- T IS SPECIfiEq SPLICE OCAMN 4^ EXTERIgt 4" ANCHOR SPLICE 'CT ANCHOR LOCATORS NSE WHERE TT ISSPECFIED) I.TRACK SFYJCE TX' ANCHOR LOCATIONS RUSE WHERE'CS' IS SPECIFIM) �V. N. VENICE, FL 34275 PRODUCT REVISED as p1Yln9..•Ith the Flotlie thmlel.c C.4e NOA-NP. 27-0205.03 lgNfthas that. 04/14/2026 r I0, I L {"1 No. 58795 ? �, -b'a O2/O1/21 ' %p0.A STATE VINYL SLIDING GLASS DOOR NCA (LAN) JAI ANCHOR LOCATIONS F Il+I J ROSOMKI I C) NO CHANGES THIS SHEET. 8a 3GD-5570 f NTS 111 16 OF 21 fil MD-WDLo PANEL'S RIGHT STILE TYPE PANEL TYPES fi1NGLE M,ERLOCN 81NOLE INTERLOCK FM STRE LOCNSTIE NYIIatIDLE ASTRAOat aSTRAfaOI OUf5 a8T 1011 L INSIDE W OUTSIDE l35• ASIRAfl,LL INSIDE Iu• ASTRa(UL INIERIOROR OUT IN aO,IDUf 90%IN RECEIVER RETCE�IVER RECENpf RECEIVER EKMRIORGU 0 NOuTK F PP K L L TC TA TV TW NsIwLE N SI" O 8 E P A C C SC SA SV SW W a SMILE STILERR R S S Fri FD FV FW r I�oM Party W J LDCNSDLe wNallolE D M J J � PaKaiO Pang "a LR T U LL Aa RADA U uj W INT CT CS CF uj zL ^ Kw AT AS DF a Q. RECENER ouT.lu• astRADAL VT VS VF as RaDAI " WT WS WF RECEVER LEFT RIGHT PANEL PAN STILE STILE PANEL TYPE "F"SHOWN. PANEL NOTES: 1) SEE DP/ANCHOR TABLES 1 & 2, SHEETS 7-6 FOR PANEL SIZES & DESIGN PRESSURE. 2) PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE NOT AVAILABLE. 3) MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60". a) PANEL TYPE MAY BE EITHER EXTERIOR (STANDARD) OR INTERIOR GLAZED, BOTH TYPES QUALIFIED BY THIS APPROVAL, SEE DETAILS SHEET 10. SCREEN PANEL TYPES °°UNE C INTERLOCK ry a,-,aDaL MLOOKB,YE 1 OOIALE RrreRt.xK JLOCItanIE �--L �� i.--rvv'i`^^1L ASTIU(v1L SDaRN, E 6w INTERLOCK N00(ism pt W�� p� I--�I LOCKSTIIE ES KK I VINYL SLIDING GLASS DOOR NQA (UK []�X?I ol PANEL TYPES Rl C) NO CHANGES THIS SHEET. J ROSOWSKI u 01wml NTS 111 17 OF 21 I111 MD-5570.0 PRODUCT REVISED p 9 with the Florida aulltllnp otl< NoAJ1o. 21.0205.03 EipinNon Date U' `" pp1Y LYNN,y''o, * No. 5a705 STATE Cp .[Ut RE. 10.E 540 �291 061 0 r .10�-7 125 j'�.550 } Sr 930 ❑ NTERLOCK CAP, 1.81112 1.881 RAM .062 4 _I �c ram- i 1.928 Q 2 TRACK HEAD/JAMB © 4 TRACK SILL COVER (PVC) OO ANCHOR PLATE (9)TRACK INSERT ® EXTENDED POCKET 8.250--�-I-r 8.250 C� 7 100 -i ❑ �.100 ❑ �13 1 O 3 TRACK HEAD/JAMB ® 3 TRACK SILL %625 -- -y1 5.875 ---may �� � 00 8,9 1.881 100 O 4 TRACK HEADIJAMB 02 TRACK SILL 000 r . 062 1.435 jr�2-6-2�11 -1 .949 'f-:III..- .082 '7i 0 BOTTOM RAIL SUPPORT OUTER SILL ©COVER r 231 060 2060.1�: }y 1.613 T-" SILL TRACK O60 COVER 1© P-HOOK ADAPTOR .782 5.178 100 .080 ® P4400K W.640 �.� .2913.000 081 2,975 .229 094 �.062 2.807 +1T1.408 1 Q9 EXTENDED ®KEEPER � BAR COVERREINFORCE®� REINFORCEMENT ® FIXED PANEL CLIP ® PLATEORCEMENf +, 1.5711 rI t.e2r5 -.y 1.595 r- -y 1.S&5' r .,2B i -� Q �I I 7 2.896 I I i 3.483 It1�J1 I 2.833 2.3QB 768 .400 766 .070 .BOO � � 2.026 .3i2 2.2,0 -�7 -.168 .110 F-.- .120 �-I F'�-.,82 .120-�-.182 2291 10( ® TOP,BOTTOM AND STILE ® TOP, BOTTOM AND STILE REINFORCEMENT COMPOSITE REINFORCEMENT r---- 3.452 --1 125---4P-I3.209 ®135' CORNER ASTRAGAL e DED POCKET REINFORCEMENT, �REINFORC ENT, REINFORCEMENT INTERLOCK ADAPTER STANDARD HEAVY-DUTY .472 25 2.175 .070 *135' CORNER PASSIVE MOUNT 3.326 0601 3.7,13 -` 080 .046 � 7.600 3.247 1,170--7(L--..229 ®136* ASTRAGAL ECAP, ©ASTRAGAL CAP, �ASTRAGA90* LR EXTERIOR INTERIOR .210 -�I I-�- .252 .173 085 J1 .062 1.261 1.281 rl2a1 1.261 '¢l SQUARE BEAD BEV�E�6EAD ®1-1lBEVELED BEAD ®OGE� ®OGEE 2.511 080 .075 ] 4.635 4.279 ,1 _I .ON 2.116 r� 2.710 1.875 ADAPTER ®ASTRAGAL ADD -ON LOCK ©AND BOTTOMRAIL 3.346 3.345 .005 ® B0° CORNER ASTRAGAL CAP. EXTERIOR N. VENICE, FL 34275 919 050 919 ©90' CORNR 4 ASTRAGAL CAP, INTERIOR NOTES: 1) SEE SHEET 4 FOR SILL RISERS. 2) SEE SHEET 20 FOR SCREEN PARTS. 3) ALL DIMENSIONS IN INCHES. VINYL SLIDING GLASS DOOR NCA (LM) C) NO CHANGES THIS SHEET. IMalli6ld3il 2.8�38�+1'�� 2AL1I1-�I{�--.OBg 00 L IUI (9 INTERIOR JAMB COVER PRODUCT REVISED ;comp Invg It IM FIeH4n BWMInD a2 MOA-xo. 21-0205.03 6splwon D.m 04/14/2026 w Ic-y I L4..i `J`--NV LYNN 9 * : ^ No. 58705 ! J ROSONSKI --0 K o2/ot/2t 0... STATE OF d� 01 2721 : 5� F OR10P d� "7, ONAL ti MD•5570.0 df C ALYNKM , PE.F Mm 1) INSTALL CLIP ArHO CLIP INTO If 'PE AS USED PANEL INSTALLATION, STILE .BLE A, SHEEP 1 �(3)•10X 1.5 SMS / 2) INSTALL CLIP HEADER BLOCK TO HEAD INTO FRAME JAMB ATTACHMENT & SUBSTRATE, USING INSTALL ONE BLOCK AT INSTALLATION EACH INTERLOCK ANCHORS, SEE AT ASTRAGAL, INSTALL TABLE 1 ONE BLOCK THAT cam\ SPANS BOTH PANELS. MIDSPAN OF EACH FIXED PANEL -TO -FRAME JAMB LOCATION. «Bx,� II III 1111 111 II BOTTOM RAIL SUPPORT I THROUGH SUPPORT, o¢ INTO PANEL INTERLOCK SILL RETAINER CLIP ATTACHMENT INSTALL ONE ASSEMBLY AT EACH INTERLOCK PANEL ASSEMBLY ALL PANEL CORNERS WELDED, NO ASSEMBLY FASTENERS INTERIOR NOTES EXTERIOR 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING. KEEPER TO JAMB ATTACHMENT BOX SCREEN DETAILS: HORIZONTAL SECTION EXAMPLE .875 r 1.T J I�_1�.082 BOX SCREEN TOP RAIL VERTICAL SECTION EXAMPLE HORIZONTAL SECTION EXAMPLE .875 +I t.ete�3 { L 0e2 OBOX SCREEN totBOTTOM RAIL 1.020 �- r - 1.3f J� T082 BOXSCREEN toa SIDE RAIL 1.510 1— .080 SBOX SCREEN HEAD 10B AND JAMB ADD -ON STANDARD SCREEN DETAILS: r 1. 081 1.202—I�--�-�1 1.778 335 � 0a5 to SCREEN �� SCREEN OXO SIDE RAIL, ASTRAGAL LATCH ADAPTER 785 782 1 j .040 ma SCREEN VINYL ASTRAGAL .082 @FRAME SILL SCREEN ADAPTER ADD -ON NOTES: 1) ALL DIMENSIONS IN INCHES. TABLE C: f Pwtf DeanlPem MMO" 1 19D01 2-Tnek Ho"Jorb Rod PVC 2 19002 .'-Truk $it gdtl PVC 3 IBM 3-Track HeadJemb Rod PVC 4 19026 3.Thuk SB Rod PVC 6 19027 4-1 e.k HSWJemb Rgld PVC 6 19028 4Tmk SIRRid PVC 7 10009 Frame Screw Cede Rwjd PVC & IW31 Aoctwr Plete 6063-TB Alun. 9 19007 Trick Giant BD63-78 Alan. 10 19064 Intedwk Cap- Extended Pocket Rid PVC 11 10036 :Bat. Roil Support 406176 Aker 12 19ODBA Outer SO Omw 6D53-13 Alum. 19 19071 516 Truk Cow Rod PVC 17 190ffi P440k Adopter 608319AW5 16 111M P41aek 609y7S Akan. 19 19047M Extended Keeper B IZ Nun 20 IGMW Keeper SOMHTSAkxn 21 19Di4 Im sri.m.m ew Co. FSpd PVC 22 19090 RWntreenwt Br 600STS Aku. 23 19037M Fixed Paid dp (IMM Akin. 24 19035M RainkinmrM PNte OD83.73 Nun. 25 19017M Top Rol, Bottom Rail W locketde Retmmxement e00ST5 Akm 28 low Caopwtta 27 19018M mWock.300Reiwo.mem,Std. BWSTSAktm. 2B 19M3M kMdmk.400 Ronbnemmt NO 0006-75 Asian, 29 1901911 Arngel Ronfamondi t W0675 Adam. 30 19083 Extended Pocket lmedock Adspto WB}78 Akin 31 Ism MRedac), Adeptw Right PVC 32 19008 Astragal Addaf Rod PVC 33 19M PMW Sble, 1009011mm fog F54d PVC 34 19D40 wertar.wmb Cosy eDS&T0 Ahem. 36 19075 130' Caner Asto9d 8083.16AW 36 19077 136- Cow Aidisal Pas" Mtwm 0063-16 Alum, 37 19079 136' Comer Artrigel GP- Ext. Rod PVC 39 low 135- Comer "rapt Cap -wt Rid PVC 39 19078 WCamn Aihigal 8083-/8 cum. 41) 19081 90' Caner Astragal Dip- Ext. Rod PVC 41 19082 W Caner Astuget Cep - M. Rod PVC TABLE F: Mwedel Min. Fs Min. F„ 612 Steel Se 92 list 120 kill 012 410 Sctew 90 ksi 110 kill 1/4" DeWitt A9yeGetol® 67 eel 96 kill 114" Elco UmadCon6 155 kill 177 kil IW DeWell L%1rsCom® 148 eel 164 eel 1/4' 410 SS DaWex/Eloo L-IeteFlex® I VA ksi 189.7 kel 608XTS Akuninum 18 ksi 22 k81 A96 Stew 38 kai 58 kei Gr. 39 Steddl Stud 33 ksi 45 ksi f P6Rf Wet7I1Mm — Meerel 42 191111115 Sip Filed -(2-IM 11083-111 Aktm 43 19MA Bill law -(3-Itr) 606318 AWm. 44 19D23A 616 Rw-(4-U1C) 6053-18 Alum. 46 19024A SIII Pow • (4-9r) WOS-78 Allen. 60 T1ew" .187" x .320" Fweel (Stee) 61 71695K 1-1/7 x 1- x 3W Fin SOW Out Plug 62 71OW Duet Plug 90 419D41 Imrlack Clip Cow PVC 81 78163X Tendon Roller Assembly SS 02 78153N Tandem Roller Assembly Nylon 33 78)05FPTX #8 x 314" Ph. FN SMS a Roller & Rwnf SS 64 419042 Film Hader Blood Nylon 66 4Bo82 Rotor Ad. No* Plug PVC 88 44385 4 Hole BwnW Stop PVC w 7®k'114FPTX Ida x 1.1f4" Ph. FH SMS M8.w Stop 88 M 716M $IN Plug PVC 09 Max Gwnkd lirtlee lock w/lorg thin plete 8eet56 70 71032XIFPFX 10.32 x I'Ph.FH MS Q Lock SS 71 .were fende KR cm ZIM: 72 19064 INedpck ReWner Cap Nylon 75 Kommerirg 4SG TPS Spacer Systern 76 OiRmax Super Spider NCr with Hot Milk Butyl 91s Sh"et 77 OPrlrt Dxnre.l 10tr Materiel; 78 Celdinxl XL Edge Spew 79 Dow 791, M W6 or O677d0 Bwkbd6Fg Slkcgtu eD Is= 7/10"Sgore Beed PJOd PVC at 7/18" Bodied Beed Rod PVC 82 19044 1-1/10" Bedded Batl Rod PVC 63 19045 1-111s" cited, Bead R4d PVC 84 16016 1.916' Oga Bided Rod PVC 85 71725K Setting Black 1/2" x r x 1110". 85 ♦/-6 Who. Neoprene 86 71726C Setting Black 1" x C x 1/18". 85 H-5 dam. Needed 90 791PSTX 1#8 x I" Ph. PH SMS ® Friths Aeewm4y SS 91 7WIVHPT410X Jos x 1.1 re Ph, PH aids Q Point Br SS 92 71m(iPHPT188X MO x 1" Ph, PH SMS Q Rea Support 55 93 710%116PPX #10 x 14/T Ph. PH SMS @ Fxd Pitt. CUP SS 94 Ir::) A1 1/4T Ph. PH SMS @ Reinf PIeWAet SS 01 710P 1Ph. PH SMS @ Hdr. Block SS g8 710X7.75PPX #10 x 1. r Ph. FH SMS @ Art. Mourn 85 97 710X34PP% IMO x 3'4" Ph. PH SMS M Ext. Pitt. M. SS 95 710X2PP% IMO x 2' Ph. FH SMS ® Keeper SS FL 34275 If patf EecdP9om 7- .I 10D 1220 Sw Scuan Tap Red BW TB AI 101 12257 Not Sclow Bottom Red 8W TB AI 102 122M Sox 3cnn SW*Roll 60111175M 103 64426 80 Sc men ~Gck 61113Ta M 104 1711117A So Sclwl Sngon Bry FIho 606111M 106 64W Sm Scnsn OM Aseegel Adapter SW TBM 106 17349 ew Screen Aahagd Adapter 6W 73 M 10 19039 So Scorn Frame SB Addan BW18AI IN 19038 Br scornHa.e/Aenb Adam SW18AI 109 720(1% 01440x 1- MS M Top RWI SS 110 7MM 12X M420 x 1-1/2' MS ® addition RM SS 111 71793G wsp..270x.lw-Fla9ew 112 4118D9C w'ep,.18T x.mm® Big Flop 113 7SRA2 denied Road tvm 1W 79W HORN 88 Its dda Scum Lmlil g FM1dAwe Stet 111 4111061 Sawn Kidder awl 1i7 MIPPA ee x 1' Ph PH SMS Sol 118 139'L&'4 Scrum Stand -Aff&.19R vkyl tie 1M6Cm Screen L2oh Ferw4ew TABLE E: STANDARD SCREEN Pedf oed0ioem Mendel 120 12033 Scum Fume Red 6W AI 121 12D25k Screen Fran. -Side Red "ith) 6089 T5 At in 17363 Screen Ox0 Astagel Adapter 6W MM in 4953K Screen Vmyl Ast2pel Adepler Rod PVC 124 IW12B Frame SB aced &M3 Tod 125 WPI)w Bug rap. dl.1-5aao. Vkwl 126 7MD12PSA75 Mm 1-112 Ph. PH SMS V hedmity) SS 127 71=7 Camd, Key MW Assemby (.StadeN) Nylon 128 712027SS Coma Key Meet Assemby RID) 66 129 sties 6cmen tucking Hoiwme Well 130 717p04pP60A% x10 a L4' Ph. PH SMS ® Semen Mt. S6 131 1oX12PPSM6X p8 a tR' Ph. PH SMS ® Door Ast 65 132 leg2l!/4 Screen SpNne- 145' VmW 133 1 1815C20 IScrien Cloth FWalpw6 NOTES: 1) ITEMS #14-16, 48-49. 5359, 73, 74 & 07-89 & 99 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL VINYL GLIDING GLASS DOOR NDA (LW 10/0 PARTS LIST 4rd �!$ J ROSOWSKI h1 c) NO cHANGEs TH1s sHEET. !#01/27/21 NTS If 21 OF 211101 MD -WOO PRODUCT REVISED "Hotmel%g With the ens FLYNN NOA�to. 21-0206.03 m.pinlmn pad, O4/7472020 ��' JOENdS I. Z/," I I = ; No, 58705 02/01/21 STATE OF