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HomeMy WebLinkAboutNOA; Series 5570 & 2270 Vinyl Sliding Door (Reinforced)M IAM I -DARE o `G�?� �,� MIAMI-DADE COUNTY F1 v ® PRODU T C NTROL SECTIONREVIE ,. 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC GORIESDOM .��► Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION Q-r NCA786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) a LUCIE COUNTV www.miamidade.gov/economy PGT Industries, Inc. 130CC 1070 Technology Drive, North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 115570/277011 Vinyl Sliding Glass Door (Reinforced) w/wo 90° & 1350 corners-L.M.I. APPROVAL 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 04/22/20, signed and sealed by A. Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See table 1 (sheet 7) and table 2 (sheeta) 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 been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #17-0420.06 and consists of this page 1 and evidence pages E-1, E-2, E-3, E-4 & E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 20-0429.05 Expiration Date: April 14, 2021 Approval Date: October 08, 2020 7 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous NOA A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.11-0107.04) 2. Drawing No. MD-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 11106115, 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 Idalmis 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 02/1' /14' Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-0429.02 Expiration Date: April 14, 2021 Approval Date: October 08, 2020 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 Idalmis 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 Idalmis 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 thru A-22), dated 11/19/10, signed and sealed by Jorge A. Causo, P. E.(Submitted under NOA 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. Causo, 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. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-0429.02 Expiration. Date: April 14, 2021 Approval Date: October 08, 2020 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. 16-0926.08 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 ASTME-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-51 Edition (2014) and FBC-6' 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. E/14/21. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-0429.02 Expiration Date: April 14, 2021 Approval Date: October 08, 2020 E -3 PGT Industries. Inc. NOTICE OEACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence Submitted 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 Dowsil 983 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 S in proposal) FTL-20- 2107.39 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 Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 711 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, 42 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. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-0429.02 Expiration Date: April 14, 2021 Approval Date: October 08, 2020 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-OF, ASTM F 1249 WVTR-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.-ft2-OF, 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 -20°F 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 7th 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 in conformance with the Product Control guidelines, dated 03/30/15 and signed by all involved parties (Submitted under NOA No.15-0409.05). G. OTHERS 1. This NOA revises NOA# 17-0420.06 (PVT w/PGT) and updates to FBC2020 (71 Edition), expiring 04/21/21. 2. RER Test proposals #19-1155 dated 01/10/20 approved by Ishaq I. Chanda, P.E, expiring 04/14/21. 1-0107 1 14 nok Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-0429.05 Expiration Date: April 14, 2021 Approval Date: October 08, 2020 E -5 SERIES 5570 IMPACT RESISTANT SLIDING GLASS DOOR GENERAL NOTES: INCLUDING POCKETS & 900/1350 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. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300. 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). 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) REFERENCES (NOWS): ELCO ULTRACON, DEWALT ULTRACON+, DEWALT/ELCO CRETEFLEX & AGGRE-GATOR ANCHOR NOWS, 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 REPORTS): FTL-6337, 6338, 8646-8649, 8652 & 8717; EXOVA-10-002-792(A) & 10-006-10231; CAMBRIDGE 535753-09; 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). THE RIGID WHITE, BROWN & 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). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC, AS APPLICABLE. 9) DRAWINGS DEPICT EXTERIOR -GLAZING, 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-DADE 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, IX 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. 1X 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 & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC 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 & 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, 30# 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 1 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 MOST APPLICABLE. 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. 6) ADDITIONALLY, SEE THE EXAMPLE ON SHEET 9. IMPACT RATING DESIGN PRESSURE RATING RATED FOR LARGE & SMALL SEE TABLES 1, 2 & B1, B2 TART F A• MISSILE IMPACT RESISTANCE ON SHEETS 7.0 8 Group Anchor Substrate Frame Member Min. Edge Distance Min. Embedment A #12, steel SMS (G5) or 410 S.S. SMS (min. 11 threadsM) P.T. Southern Pine, SG=0.55) Headl ilUJamb1P-hook Aluminum, 6063-T5` (0.125" min.) Head/SiIVJamb/P-hook 3/8" 118" Steel, A36', (0.060" min.) Head/SIII/Jamb/P-hook 318' 0.060" Steel Stud, A653 Gr. 33', 0.07P min.) Head/Sill/Jamh/P-hock 318" 0.071' 14 Ga. IW Elco Ultraeon P.T. Southern Pine, (SG=0.55) Head/SiIVJamb/P-hook 1" 13/8' 1W DeWalt Ullrecon+ IM Elco 410 S.S. CreteFlex Jamb 1' 13/8' Head1So1/Jamb/P-hook 1" 1-18' B #IZ steel wood screw G5 P.T. Southern Pine, (SG=0. Head/SilUJamb/P-took 911T 1318" 1/4" Eko Ultmcon a Concrete, (min. 2.85 ksi) P-hook 1" 13/8' Head/SiNJamb 13/1S" 1-3/8' Ungruted CMU, ASTM C-90) JamNP4=k 1' 1-1/4" DeWalt Ultracorl+ Concrete, (min. 3 ksi) HeadiSiWJamb 1-1/2' 1-we" P-hook 1' 1-w U ed CMU, ASTM C-90 Jamb/P-hook 1" 1-114' C 1/4' DeWalUElco 410 S.S. Crete Ungmuted CMU, SW C-90) Jamb1P-1took 1314" 1-1/4" Cancreie, (min. 3.35 ks) HeadISiWJamb 1-3/16' 1-3/4"P-hook 1" 13/4" 1/4" DeWalt/Eloo 18-8 S.S. Aggre-Gator Concrete, (min. 2.22 ksi) Head/Sill/Jamb/P-hook 1-1/2" 1318" Ungmuted CMU, (ASTM C-90) Jamb/P-hook 2" 1-1/4' P.T. Southern Pine SG=0.55 Head/SOVJambIP-hook 1" 1-31w 1/4" Elco Ullracon Concrete, (min. 285 ksi) HeadlS1IVJamb/P-hDok 2-1/2" I-w Ungrouted CMU, ASTM G90) Jamb/P-hook 2-1/2" 1-114" D 1/4" DeWalt Uitracon+ Concrete, (min. 3 ksi) Head1Sill/Jamb/P-hook 2-1/2' 13/8" Ungrouled CMU. (ASTM G90) Jamb/P4m* 2-11T 1-1/4' 114' DeWalUElca 410 S.S. CreteFiex Concrete, (min. 3.35 ksi) Head/S01/Jamb 2-1 2" 13/4' P-hook 2-11T 13B" U routed CMU, TM C-00 Jamb/P4.1 2-1/2" 1-1/4' • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN. STRENGTH 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. FOR THE MINIMUM STRENGTHS OF ANCHORS AND SUBSTRATES, SEE TABLE F, SHEET 21. CODES/ STANDARDS USED: • 2020 FLORIDA BUILDING CODE (FBC), 71N EDITION • 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION • ASTM E1300-09 • ANSUAF&PA NDS-2018 FOR WOOD CONSTRUCTION • ALUMINUM DESIGN MANUAL, ADM-2015 • AISI S100.16 • AISC 360-16 "I 47 PT MEN FL 34275 L NOTES.............1 E CONFIGS.......... 2 DETAILS..............3-6 IOR TABLES 7-8 GLAZING DETAILS ............ 10 ANCHOR LOCATIONS._....11-16 PANEL TYPES ................... 17 EXTRUSIONS .....................18 ACCESSORIES..................19 SCREEN DETAILS.............20 PARTS LIST._.....................21 VINYL SLIDING GLASS DOOR NOA (LM) Iml 10/0511'. GENERAL NOTES 1I.-I J ROSOWSKI IkIB) UPDATED TO FBC 2020, ANCHOR TYPES I12$I 03/23/201 NTS ILI 1 OF 21 1-92I MD-5570.0 PRODUCT REVISED os comp n with the Florida Building o NOA-am. 20-0429.05 Etplratlon Date: 04/14/2021 10EN Qom: • � � ;��•� No. 58705 1t hWF ''.,SEO[VAL l,``` A LYNN MILLER, RE P.E.058705 MAX. UNIT WIDTH MAX. UNIT WIDTH MAX. UNIT WIDTH MAX. UNIT WIDTH NOM. PANEL WIDTH NOM. PANEL WIDTH NOM. PANEL WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 a) PER TABLES 1 & 2 _ _ ' PER TABLES 1 & 2 ' �r PR TABLES 1 & 2 I 3 MAX. UNIT 3 / �� MAX. UNIT ' MAX UNIT 9 a MAX. UNIT $ , HEIGHT / �^ HEIGHT a �^ HEIGHT a"m HEIGHT '^ PER TABLES 1 & 2 / x PER TABLES 1 & 2 / / �g PER TABLES 1 & 2 / / / g ES �— � TABLES 11 &2 f J 1-PANEL + 2-PANEL 3-PANEL CONFIGURATIONS _ram 4-PANEL CONFIGURATIONS CONFIGURATIONS CONFIGURATIONS + NOM. PAN PER TAE MA) HE PER TAI NOM. PANT PER TAB MA) HE PER TAI ?L WIDTH LES 1 & 2 MAX uNil wIDIH ' 3 UNIT GHT IL.ES 1 & 2 / / / / I vor� _ J 5-PANEL CONFIGURATIONS NOM. PAN PER TAE e MA) ' HE PER TAI X :L WIDTH MAX: UNI I WIDTH --�{ _ES 1&2 ' f. UNIT 3 3 3 3 3 GHT 3 0 9 �LES� 1 & 2 � � � � /1 A / AE 7-PANEL CONFIGURATIONS ,I CONFIGURATIONS NOTES: :LVNDTH LES 1 & 2 nnAX uNi i wiD I H ° D ) UNITGHT e $ ILES 1 & 2 / /3 / I I I I I ronwr J 6-PANEL CONFIGURATIONS NOM. PAN _ PER TAE MA) HE 12 PER TAI � J ?L WIDTH LES 1 & 2 MAX. UNIT WIDTH UNIT GHT 3 3 3 9 .LES 1 & 2 / / / / / / / / 1 1� B-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1�&2 T MAX UNIT HEIGHT e 3 TABLES 1 & 2 � T m CORNER, TYP. . j oursmCoar SHVNv, INSMECommit" to PRODUCT REVISED as compying with the Florida OuNding Code Nod -No. 2040429.05 tcxpiration Date: 04/14/2021 1 BIr a io M..mi-Dade Product Control I� rocrt:r �" "X" = OPERABLE PANEL DLO WIDTH = NOM. PANEL WIDTH - 8-9116" 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "O" = INOPERABLE PANEL NOM. PANEL WIDTH = PANEL WIDTH + 1-3116" �� ENV LYNNn LOCATIONS. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN "p" = POCKET DLO HEIGHT = DOOR HEIGHT-11-1116" `•` 7 • : •.oEsh•. !/� •� F POCKET CONFIGURATION CAN BE OXXXp. PANEL HEIGHT= DOOR HEIGHT- 2-1/2" ��. •' ��`� 2) 90" & 135" CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS DOOR NOA (LM) S 10/05/15 = :' No. 5B705 ' 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND ® gg d EXAMPLE CONFIGURATIONS J ROSOWSKI = o D %�S '., sOtAqT.EF0 (� REVIEWED BY THE AUTHORITY HAVING JURISDICTION. DETAIL LETTER B) NO CHANGES THIS SHEET. 03/28/20 , ,� '• F(pRIpP•.•' _�� 4) FOR NOM. PANEL WIDTH, SEE TABLES 1 & 2. ® 1070TECHNOLOGYDR d �IVAL i���\` 5) MAX ALLOWABLE FRAME SQUARE FOOTAGE = 472.656 FT2 )—SHEET NUMBER N. (941)•480-1B00 SGD 5570 NTS 2 OF 21 MD-5570.0 $ B A LYNN MILLER, P.E.REGISiHA710Nt492B6 P,EX58705 DETAIL Al THRU TX WOOD CONCRETE/CMU PER INTO MASONRY ANCHOR REQUIREMENT TYP. ANCHOR TYPE, i r EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & - NOTE 3, BELOW EMBEDMENT EDGE ` ../-ff. STANCE••- � DETAIL B1 ASTRAGAL FAGNO EXT. 1/4" MAX 94 MAX 28° O.C. 10, DAYLIGHT �o1INBw Y 8) I OPENING- j WIDTH 25[+ I / IX OR 2X WOOD 6 / BUCKSTRIP, SEE ANCHOR / NOTE 3,SHEET I PLATE AT / EVERY / ANCHOR LOCATION i 2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR - NOTE 3, SHEET 1 TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW DETAIL A2 INTO 2X WOOD FRAME WIDTH REQUIRED IF DOOR HEIGHT IS OVER 98° SEE NOTE 6, DETAIL C1 INTERLOCC SEE NOTE 6, THIS SHEET (4) THRU KEEPER 3.5° O.C., SEE St DETAIL D1 INTO METAL 1W MAX. SEE NOTE % THIs sHEET(F�1��-�� I v _ -s SHEET� EMBEDMENT - L PER STILE, LOCATED AT CENTERLINE AND 6°, HORIZONTAL SECTION ` ` 9° & 12" FROM ENDS (FACTORY INSTALLED). DETAIL C2 IDErAILD2 DETAIL B2 INTERLOCK INTO MASONRY ` ASTRAGAL ` FACING INT. REQUIRED IF DOOR EMBEDMENT _IGHT 2T 91 HEIGHT IS. OVER 96° 1/4"MAX —� `1`�INTERKIR r ----� NING DTH �•.z;•a EDGE I I 7 t I q DISTANCE I i SEE NOTE 6, THIS SHEET 28 RO TYP ANCHOR TYPE I I NOTES 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. RMNFORCEMENTTYPES (SEE NOTE 6, THIS SHEET 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR AS FORALLLMO�TiLES, ANCHOR QUANTITIES, iOANCHOR PLATE, ITEM #8 IS REQUIRED AT ALL HORZOAL a IM FRAME ANCHOR LOCATIONS. 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON. 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. ALL FOR�TIHIL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF INTERLOCKS ONLY THE EXTRUSION, REFER TO TEST REPORTS FOR EXACT DIMENSIONS. 7) SEE SHEET 20 FOR SCREEN DETAILS. HD N. VENICE, FL 34275 (941)-480-1600 �-- EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW 7_CONCRETE/CMU PER ANCHOR REQUIREMENT FIXED PANEL CLIP & ANCHORS, SEE DETAIL SHEET 19 EXTERIOR - - - - L� _ _J ASTRAGAL MAY BE INSTALLED IN EITHER INTERIOR OR EXTERIOR DIRECTION. ALL PARTS IDENTICAL VINYL SLIDING GLASS DOOR NOA (LM) 10/05/16 INSTALLATION, HORIZONTALX-SECT.IA- J ROSOWSKI B) NO CHANGES THIS SHEET. �1 03/23/20 1421 SGD-5570111 NTS . 3 OF 21 1 MD-5570.0 1: B METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE EDGE DISTANCE EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE A, SHEET 1 & NOTE 3, BELOW PRODUCT REVISED as complying with the Florida Be1ldhlg Code NOA-No. 20-0429.05 Exphatlon Date: 04/1412021 MlamhDade Product Control AN LyA?A1 * N0.58705 ° o; :GlAeTYO ��C`s''•FCORIDP..••v�� �'7is'O1VAL IE�.�. A LYNN MILLER, P.E. P,E.A 58705 DETAIL E1 TYP. ANCHOR TYPE, EMBEDMENT INTO MASONRY AND EDGE DISTANCE PER 1x BUCKSTRIP SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET CONCRETE/CMU EDGE PER ANCHOR DISTANCE REQUIREMENT EMBED- MENT DETAIL E2 INTO wood 2X WOOD BUCKSTRIP OR TYP ANCHOR TYPE, EMBEDMENT FRAMING, SEE ANCHOR AND EDGE DISTANCE PER NOTE 3, SHEET 1 SUBSTRATE, SEE TABLE A, SHEET EDGE 1 & NOTE 3, THIS SHEET DISTANCE I {I�j II -j I�( 1/4" MAX. 1/4" MAX IUk�_�A111 B ll 1X OR 2X WOOD ILIIII BUCKSTRIP, SEE e / 60 ANCHOR NOTE 3, T SHEETI 33 a / FOR / LOCKSTILESASTRAGZ, FIXED STILES AND HORIZONTAL ANCHOR PLATE AT RAMS EVERY ANCHOR LOCATION DAYLIGHT WTHIS OPENING FRAMEsEHEIGHT HEIGHTNOTE 6, SHEET EXTEF O EXTEMOR 61 R 82 a 26 OR 26 1/4" MAX. 33 GROUT AS 9 NEEDED, SEE 13 so ANCHOR NOTE �7 5, SHEET 1 6 0 2 +2 O 1/4" MAX. EMBED- '' ' EMBEDMEN MENT T EDGE TYP. ANCHOR TYPE, DISTANCE EMBEDMENTAND EDGE DISTANCE CONCRETE/CMU PER SUBSTRATE, PER ANCHOR DETAIL F1 SEE TABLE A, REQUIREMENT WO MASONRY SHEET 1 & NOTE 3, THIS SHEET EMBEDMENT 1/4" MAX. DETAIL E3 INTO MASONRY CONCRETE/CMU PER ANCHOR REQUIREMENT EDGE DISTANCE . `=EMBEDMENT 1/4" MAX. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET DETAIL E4 INTO METAL DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE A, SHEET 1 EDGE DISTANCE EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET NOTES 1) DETAILS APPLY TO 2,3 AND4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEETS 11 & 12 FOR ANCHOR LOCATION & SPACING, #8 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 I VARIES EXACT DIMENSIONS. 2X WOOD BUCKSTRIP OR, FRAMING, SEE ANCHOR NOTE 3, SHEET 1 DETAIL 1- INTO WOOD WITH REQUIRED POSITIVE DESIGN PRESSURE, SEE SHEETS 7&8. 2-1/2" = TOTAL SILL HEIGHT �—A TYP. ANCHOR TYPI EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET tj I--.390 FLY .823L� T 1.917 06 nz SILL RISER (2--l0 TOTAL SILL HEIGHT) N. VENICE, FL 34275 (941)-480-1600 DLO WIDTH = NOM. PANEL WIDTH - 8-9116" DLO HEIGHT = DOOR HEIGHT-11-1/16" PANEL HEIGHT= DOOR HEIGHT -2-112" .390 ---1. f+ .390 390 � }� � I-� —f 2.947 1.793 2.370 4.041 2.887 3.464 .060 .060 .060 SILL SILL RISER SILL RISER as (3- /2 TOTAL O(4-1/16" TOTAL 8(4-5/8- TOTAL SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) VINYL SLIDING GLASS DOOR NOA (LM) INSTALLATION, VERTICAL X-SECT. l& J ROSOWSKI B) NO CHANGES THIS SHEET. jig 03/23/20 Jig 53435570 NTS J 4 OF 21 1111 MD-55 0 0 4$ B PRODUCT REVISED as complying with the Florida Budding Code NOA-No. 20-0429.05 Expiration Date:0411412021 By Mlaml-Wde Product Control \\``tt,u a Irrirr�, ENg/V No.58705 SOT•. iE 1 �•�w: S/ONM E\,\\ rrrr nnttt� A LYNN MILLER, P.E. t m© t I. �1 135' OUTSIDE CORNER 9 )(4) THRU KEEPER® MAX 35" O.C., SEE SHEET 19 INTERIOR' EXTERIOR IG 90' DETAIL H1 ~ 9w INSIDE CORNER EXTERIOR z PaI!] (4) THRU KEEPER 0 MAX 3.5" O.C„ SEE SHEET 19 INTERIOR SI I 'EXTERIOR3[� MAX 1f INTERIf NOTES 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 14 & 15 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTmES, SEE TABLES 1 & 2. 3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, DEPENDING ON CONFIGURATION. VINYL SUDING GLASS DOOR NOA (LM) CORNER ASTRAGAL HORIZ. XSECT. Ili ® B) NO CHANGES THIS SHEET. 1070 TECHNOLOGY DR N. VENICE, FL 34275 R(941)480-1600 SGD-5570 NTS 5 OF 21 MD ECLSTRnnoN Hazes PRODUCT REVISED s complvi�g with the Florida Duilding e NOA-No. 20-0429.05 Expiration Date: 04/14/2021 BY. I>:w, I.44-1, MIamEDade Product Control ,oW Mil CEN No. 58705 = '• �= ATE F ''(V�� 'i Fs '• c.oR.. J ROSOWSKI TA 03l23120 ��''� 701VAL A LYNN MILLER. P.E. P.F-"765 570.0 B OPTIONAL NOW STRUCTURAL , ANCHORS FOR t. •' . INTERIOR POCKET — JAMB INTERIOR POCKETS MUST INCLUDE A NONSTRUCTURAL, _ FRAME JAMB TO REDUCE THE POSSIBlLI— F WATE1 , INTERIOR SEE FIG R L INFILTRATION. ', .��: 1o14""MAX. r"` I POCKET BY OTHERS, SEE = I* NOTE 6 BELOW. MEN TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PERK SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; ANCHOR LENGTH TO BE A MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE DETAIL 13 INTO METAL EMBEDMENT EXTERI ID DETAIL 11 DETAIL 12 IMO MASONRY IMO MASONRY 21 22 EDGE DI TYP. ANCHOR TYPE, EMBEDMENT DISTANCF,. 28 RO AND EDGE DISTANCE PER ! :. '/. SUBSTRATE, SEE TABLE A o SHEET 1 & NOTE 3, BELOW �,•.•' ; ' i, D,.: Pi OPT. P ANCHOR CONCRETE/CMU EXTERIOR EDGE PER ANCHOR IL v DISTANCE REQUIREMENT INTERIOR POCKET EXTERIOR POCKET TYP_ ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW ICHOR i EMBED / t MAX. SEE FIG THIS SHEi 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 1 & 2. 4) SEE TABLES 1 & 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. 1070 TECHNOLOGY DI N. VENICE, FL 34275 (941)-480-1600 INFM:uemn"um. .�Fm EXTERIOR POCKET CONCRETEICMU PER ANCHOR REQUIREMENT OPT. ANCHOR FOR DOOR HEIGHTS 96" AND LESS: S1-1-1m FOR DOOR HEIGHTS OVER W' 10 97 21.9" 8 MAX. O.C. 30 ccJ 22 91 21 EDGE - 2X WOOD BUCKSTRIP OR DISTANCE I FRAMING, SEE ANCHOR NOTE 3, SHEET 1 \ i—OPT. ANCHOR DETAIL 14 IMO WOOD EXTERIOR EXTERIOR POCKET VINYL SLIDING GLASS DOOR NOA (LM) 19110/05/1E P-HOOK EXAMPLES, HORIZ. XSECT_ 14- J ROSOWSKI 191 B) NO CHANGES THIS SHEET. I-TA103/23/201 NTS III 6 OF 216 OF 21 MD5570.0 as complying with tho Florida Building code NOA-No. 20-0429.05 EKptmd n Date: 04/14/2021 Miami -Dade Product Control No.58705 �a STATE . • •4VZ, S A. A MI iLLER, P.E P.E#68705 TARI_F 1 Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheet 2) Use this table for. Door Unit Height Glass Types 1, 1A, 3 or3A 80" 84" 96' Astragal Reinforcement #29 68-15116" DLO Height 72-15/16' DLO Height 84-15116" DLO Height Lockstile Reinforcement #25 or#26 Anchor Group Anchor Group Anchor Group Std. liltedockReinforcement #27 A B I C D =1 C I D A I B C I D Design Pressure +60/-60psf +601.60 psf +60/ 50 psf 24" 165/8" DLO Head/SW C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 I C3+1 C3+1 C3+1 C3+1 C3+1 Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 Design Pressure +60/-60psf +60/-60psf +60/50psf 22518" DLO Head/Slll 03+1 CMm C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 Width Jamb 5 5 5 5 5 5 5 5 5 P-hook 7 7 7 7 7 8 8 8 78 Design Pressure + +601-60 psf +60 / -60 psf 3(r 28-5/8' DLO Head/Silt C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 a Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 E P-hook 7 7 7 7 7 7 7 7 8 6 8 8 z Design Pressure +60/-60psf +60/-60psf +60/-60psf 42" 3"18" DLO HeadfSill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 P-hook 7 7 7 7 7 7 7 7 e e 8 8 Design Pressure- +60/-60psf +60/-60psf +60/-60psf 48' 40-51W DLO HeadfSill C3+2 C3+1 I C3+1 C3+1 C3+2 C3+1 C3+1 I C3+1 C5+2 C3t1 C3+1 C3+1 Jamb 5 5 5 5 5 5 5 5 5 5 6 5 Width P-hook 7 1 7 7 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 61 DETERMINES THE WATER LIMITED (+) DP. 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 & 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 MUSTALSO BE / CONSIDERED, SEE TABLE B1, THIS SHEET. ✓ # OF ANCHORS THROUGH THE HEAD & 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: Water -Limited (+) Design Pressure Sill Riser Norm Sill Height Max. (+) DP Allowed None 1-11/16" See Note 2 42 21/2" +38.7 psf 43 3.1/2' +60.0 psf 44 4-1116' +60.0 psf 45 4-5/8" +60.0 psf FIG 1: DOOR ASSEMBLIES O INSTALLED WHERE THE OVERHANG (OH) LENGTH IS = EQUAL TO OR GREATER THAN O THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. DLO WIDTH = NOM. PANEL WIDTH - 7-3/8" DLO HEIGHT= DOOR HEIGHT-11-1/16" PANEL HEIGHT = DOOR HEIGHT - 2-1/2" PRODUCT REVISED as compyrip with the Florida Building Lode HOA-no. 20-0429.05 Expiration Date: 04114/2021 By' — 15 -7 1. _ MlamlDade Product Control VINYL SLIDING GLASS DOOR NOA (LM) 2 10/05/15 DP & ANCHOR QUANTITY TABLE j 4 J ROSOWSKI ® B) CORRECTED DLO WIDTH. 03/23/20 D70 TECHNOLOGY DR N. VENICE, FL 34275 (941)480 1600 I SGD-5570111 NTS Ill 7 OF 21 Jill MD-5570.0 B vvvvr�lllllrrrr� LYNAI No. 58705 0 .. SlME tu: ";,,S10NA'L� A LWii Mll%P'.E P.E#5sn5 TARI F 9• Design Pressure (DP) and Anchor Quantities Required, (for ail approved configurations on Sheet 2) Use this table for. Door Unit Height Glass Types 2 or 4 8D' 84" 96" 108" 120" Ashagal Reinforcement #29 68-15/16" DLO Height 84.15/16" DLOHeight 96-1511W DLO Height 108-15116" DLO Height Lockstile Reinforcement #25 Anchor Group �72�-15116'DLOight Anchor Group Anchor Group Anchor Group HD Interlock Reinforcement #28 A B C D D A I B C D A B C D A B C D Design Pressure +100/-100psf +100/-100psf +100/-100psf +60/-65psf +60/-65psf 24" 165/8" DLO Head/Sill C3+1 I C3+1 I C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 Width Jamb 5 5 1 5 1 5 5 5 5 5 5 5 5 5 6 6 6 6' 6 6 6 6 P-hook 7 7 1 7 17 71 7 7 1 7 8 1 8 1 8 1 8 9 9 9 9 10 10 10 10 DeslgnPressure +100/-10opsf +100/-100psf +100/-100psf +60/-65psf +60/-65psf Head/Sill C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 30' 225/8" DLO Width Jamb 5 5 5 5 5 5 6 5 5 1 5 7 1 5 6 6 6 6 6 6 6 6 P-hook 7 7 7 7 7 7 7 7 6 8 8 6 9 9 9 9 10 10 10 10 Design Pressure +100/-f00psf +100/-100psf +100/-100psf +60165psf +60/-65psf 36" 28 518" DLO Head/Sill C5+2 C3+1 C5+1 C3+1 C5+2 C3+1 C5+1 C3+1 C5+2 C5+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 Width Jamb 5 5 6 5 5 5 6 5 5 5 7 5 6 6 6 6 6 6 6 6 L g P-hook 7 1 7 1 7 1 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 Design Pressure +100 / -100 +100 / +100 / d00 +60/-65 +60 m = 42° 34 5/8" DLO psf -100 psf psf psf / -65 psf Head/Sill C5+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+1 C3+1 C5+1 C3+1 C5+1 C5+1 I C5+1 I C3+1 n � Width Jamb 5 5 7 5 5 5 7 5 5 5 8 5 6 6 6 6 6 6 7 6 P-took 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 1 10 1 10 E z Design Pressure +100 /-10o psf +100 /-100 psf +92/ -92 psf " +60 / -65 psf +60 / -65 psf 48' 40a18" DLO HeadlSill C5+2 C5+2 C5+2 C3+2 C5+2 05+2 C5+2 I C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 I C3+1 C5+2 C3+1 CM1010 05+2 C3+1 Width Jamb 5 5 7 5 5 5 8 5 5 5 9 5 6 6 7 6 8 6 P-hook 7 7 7 7 7 7 8 8 8 8 9 9 9 9 9 9 10 10 Design Pressure +80 / -80 psf +60 /-80 psf +80 /.80 psf +60 / 65 psf +54.1 /-5a 7 psf 54" 4 D DLO DLO Head/Sill C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 Width Jamb 5 5 6 5 5 5 7 5 5 5 8 5 6 6 8 6 6 6 8 6 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 1 10 10 Design Pressure +80/-80psf +80/-80psf +80/-80psf +59.1/-64psf +49.6 / -53.7 psf 60" 52S/8" DLO Head/Sill C5+3 C3+2 C5+3 C3+2 C5+3 C3+2 C5+3 C3+2 C5+3 C5+2 C5+3 C3+2 C5+2 C5+2 CS+2 C5+2 C5+2 C5+2 C5+2 C5+2 widtn Jamb 5 5 6 5 5 5 7 5 5 5 8 5 6 6 8 6 6 6 8 1 6 P-hook 7 7 1 7 7 7 7 1 7 1 7 1 8 8 1 8 1 8 9 9 9 1 9 10 1 10 1 10 j 10 +/-100.0 PSF FOR ANCHOR GROUPS B, C & D. TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 AND TABLE B2 DETERMINES THE WATER LIMITED (+) DP. 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 2 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2.3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR 5) REFER TO ANCHOR NOTES, SHEET 1. N. VENICE, FL 34276 6) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING (941)-080-16D0 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 B2, THIS SHEET. # OF ANCHORS THROUGH THE HEAD & 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. PRODUCT REVISED aswith the Florida ,co as,co e e NOA-No. 20-0429.05 Expiration Date:0411412021 FIG 1: 8T. 11, 2 1. 44," OH LENGTH Mlamt-Dade Product Control DOOR ASSEMBLIES z INSTALLED WHERE THE Fy OVERHANG (OH) LENGTH IS EQUAL TO OR GREATER THAN = O THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE TABLE B2_ Water -Limited (+) Design Pressure Sig Riser Nom. Sill Height I Max. (+) DP Allowed None 1-11/16' See Note 2 42 211T +3B.7 psf 43 3-1/2" +60.0 psf 44 4-1116' +80.0 psf 45 4-5/8" +100.0 psf DLO WIDTH = NOM. PANEL WIDTH-- 7-3/8" DLO HEIGHT= DOOR HEIGHT - 11-1116" PANEL HEIGHT = DOOR HEIGHT - 2-1/2" VINYL SLIDING GLASS DOOR NOA (LM) III DP & ANCHOR QUANTITYTABLE II4-I J ROSOWSKI B) CORRECTED DLO WIDTH. -18 03/23/20 3 3GD, -5570111 NTS 8 OF 21 Jill MD-5570.0 a�I B rrrry' �Or1Y L. A11v" ,, M ; No. 58705 0 `S'ONAL �rrrrrn n llvvv A LYNN KLLER, PR P.E# 58705 EXAMPLE: 3-PANEL, 3 TRACK, STRAIGHT CONFIGURATION - PXXX, INTERIOR MOUNT POCKET, 48" X 84" NOM. PANELS, LAMINATED, IG GLAZING, ANCHOR GROUP A IN WOOD SUBSTRATE, PROJECT DESIGN PRESSURE REQUIRED: +48.21--58.6 PSF OPT. ANCHI TO AID ALIGNME EX1 L OPY,ANCHC TO AID ALIGNMEF POCKET BY OTHERS,SEE NOTES. SHEETS I EXTERIOR POCKETBY OTHERS, SEE NOTE 6, SHEETS I Q FRAME JAMB REQUIRED HEAD SPLICE ® INTERIOR POCKETS 6• INTERIOR CENTERLINE OF INTERLOCK SEE ANCHORREBEL W FOR ADDITIONAL —OF I OF INTERLOCK MAX CENTERLINE OFPANEL1 CENTERLINE OFPANEL 2 CENTERLINE I OFPANEL 3 ^+r ANCHORAGE, •+r ANCHORAGE, 21.' •+rANCHORAGE, SHEET I2 SHEE712 MAX. ,p- CLUSTER, ,Cr CLUSTER, SHEET I2 EXTERIOR SHEET I2 SHEET I2 END ANCHORAGE ^ SEE POCIETJAMB (MIN. 1 ANCHOR) JV6 SPLICE NOTE: INSTAl1ATION ON HEAD ANCHORAGE DETAILS NON-STRUCTURAL ANCHORS MAY BE ADDED IN-RELD SHEETS p)p(X (3-TRACK) AS NEEDED TO ALIGN THE HEAD OR SILLIF A SPLICE OCCURS WITHIN A POCKET. SILL SPLICE INTERIOR CEN7ERLINE MAX. �' OFPANEL 1 CENTERLINE OF INTERLOCK CENTERLINE 1`OFPANEL2 CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL OF INTERLOCK ANCHOR INFORMATION. t__W TERUNE I ; ANCHORAGE,, SHEET 11 .p-CLUSTER, 21.6" FRAME JAMB SHEET 11 MAX SEE POCKET JAMB REQUIRED O.C. INTERIOR POCKETS INSTALLATION T10N ON 1) KNOWING THE PRODUCTS REQUIREMENTS, SCAN THROUGH TABLES 1 & 2 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF +48.8.6 AT A NOM. PANEL SIZE OF 48" X 84". FROM TABLE 1, SHEET 7, THE DESIGN PRESSURE IS +60/f0 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. 6" MAX. P-HOOK JAMB ANCHORAGE ANCHORAGE DETAILS DETAILS FOR PRODUCT REFERENCES, ALSO SEE A) SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LOCATIONS OF CROSS-SECTION DRAWINGS. B) SHEET 10 FOR SPECIFIC GLAZING TYPES. C) SHEET 17 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 Head/SIII I C3+2 ANCHOR IN GROUP A (SEE TABLE A), TABLE Jamb 5 1 SHOWS ANCHOR REQUIREMENTS OF: I P-hoolc 1 7 2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON: HEAD (CLUSTER ANCHORS): SHEET 12 FOR THE OCT CLUSTER ANCHORS AT THE INTERLOCK/ASTRAGAL HEAD (INTERMEDIATE ANCHORS): SHEET 12 FOR THE "+2 ANCHORS AT THE MIDSPAN OF EACH PANEL SILL (CLUSTER ANCHORS): SHEET 11 FOR THE "C3" CLUSTER ANCHORS AT THE INTERLOCK/ASTRAGAL SILL (INTERMEDIATE ANCHORS): SHEET 11 FOR THE "+2 ANCHORS AT THE MIDSPAN OF EACH PANEL JAMB: 5 ANCHORS, SHEET 13 FOR GEN. LAYOUT. P4100K: 7 ANCHORS, SHEET 13 FOR GENERAL LAYOUT. 3) INSTALLATION DETAILS INTO WOOD CAN BE FOUND ON: 1070 TECHNOLOGY DR HEAD 8 SILL-SHEET4 N. VENICE, FL 34275 P-HOOK JAMB: (941}480-1600 SHEET •+2• ANCHORAGE, J -I 2"Ir MAX. SHEET 11 "+r ANCI 'C3"CLUSTER. SHEET 11 END ANCHC SILL ANCHORAGE DETAILS (MIN. 1 Atdl PXXX (3-TRACK) END PANEL ANCHOR EXCEPTION: DISTANCE TO NEXT CLUSTER TO BE 2538• O.C. OR LESS CENTERLINE OF END PANEL 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 253/8", OTHERWISE ANCHORS ARE NOT REQUIRED AS PER THE FIGURE ABOVE VINYL SLIDING GLASS DOOR NOA (LM) I f 110105/1, STRAIGHT DOOR EXAMPLE IIA-1 J ROSOWSKI IMF B) NO CHANGES THIS SHEET. RA 103/23/201 NTS 111 9 OF 21 11:91 MD-5570.0 -rl B• MAX. EXTERIOR 10, PRODUCT REVISED He complying with the Florida asIco � Code HOA-No. 2043429.05 Dcplrallon Date:04114/2021 By. _ I ."7 1. Miami -Dade Product Control I lll LYJy tea..• � �, .;l�� ya No.58705 �O^'. STATE F •' •� n �""T" oNAL 1111100 A LYNN MILLER, P.E. P.E#5870.5 7/16' NOM. 31W HS GLAS .090" PVI 3/1 &' ANN GLASS a EXTERIOR - PRODUCT IS "EXTERIOR- 1 GLAZED' IF#80-81 IS TOWARDS THE EXTERIOR. I 1 I <'1 INTERIOR I PRODUCT IS 9NTERIOR. I GLAZED' IF d80-81 IS TOWARDS THE INTERIOR SEE NOTE 2, THIS SHEET STRUCTURAL POLYISOBUTYLENE W1TH DESICCANT EXT.GLASS— 7116" NOM. 3fl6' HS GLAS .09V PM PAINTED/ 3/16" HS GLAS1 LAMINATED SURFACE SO 81 aEXTERIOR ,— \I PRODUCT ISM(TERIOR- 1 GLAZED' IF #80-81 IS D 1 7C"L M- _ TOWARDS THE EXTERIOR., BITE C, IMFERIOR 1 PRODUCT IS 9NrERIOR- 1 70 GLAZED' IF880-811S TOWARDS THE INTERIOR 1 SEENOTEZ THIS SHEET GLASS TYPE 1 STRUCTURAL SILICONE 1W NOM. FOAM Yvmi DESICCANT EXT. GLASS 1111111r1l 3116" HS GLASS 16" NOM. .090' PVB 3116' HS GLASS 7/16" AIR SPACE 3/16" T GLASS 44V,�-_ \-INT. GLASS \-INT. GLASS `3 EXTERIOR PRODUCT IS "EXTERIOR- 76 IS KODISPACE O SUPER TTOWWAARDSTHHEE�EXTERIOR. 1 4SG TPS SPACER NXT f BUTYL & DESICCANT FOAM EXT.GLASS­, POLYISO- BUTYLENE 5/16' NOM. SEAL ROLL -FORMED _ STAINLESS STEEL L� l[NFTS_-� GLASS n DURASEALO SPACER INTERIOR PRODUCT IS'9NTERIOR- 1 DESICCANT FILL AREA GLAZED" IF 982-83 IS 1 5/16" NOMTOWARDS TfiE INTERIOR. . I SIUCONE SEAL SEE NOTE THIS SHEET ,XL EDGETm SPACER PAINTED/ LAMINATED SURFACE EXTERIOR 1 I PRODULTIS'EXT[RIOR- 1 71W NOM. GLAZED' IFS80-81 IS GLASS TOWARDS THE EXTERIOR I BrrE G, INTERIOR I 7 PRODUCT IS 9NT1 IS I �7s TOWARDS GLAZED'S THE NTE 1 TOWARDS THE INTERIOR I SEE NOTE THIS SHEET 1-1116" NOM. 7/16" NOM 3116' HS GLAS .090" Sc 3/16" HS GLASS GLASS TYPE 2 3116" HS GLASS - .OW SG- 7s 7S 3/16' HS GLASS- - 77 7e 7/16"AIRSPACE- 3/16" T GLASS - PAINTED! LAMINATED O- SURFACE aEXTERIOR \ PRDDUCTIS'DRERIOR- 1 7B" NOM. GLAZED" IF l82-831S GLASS TOWARDS THE EXTERIOR. BrTE I I INTERIOR PRODUCT IS"INTERIOR- 78 GLAZED' IF 1182-83,S TOWARDS THE INTERIOR SEE Norm z THIS SHEET GLASS TYPE 3A NOTES: 1) BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. GLASS 2) PRODUCT MAY BE EITHER INTERIOR OR EXTERIOR GLAZED, PROVIDED THAT THE "HS" SURFACE OF A LAMINATED GLAZING UNIT IS ADHERED TO THE GLAZING LEG. 1070 TECHNOLOGY DR N. VENICE. FL 34275 1-1116" NOM. 3/16" HS GLASE .090' PVB 3/16" ANN GLASS 7/16" AIR SPACE 3/16' T GLASS PAINTED/ LAMINATED SURFACE a EXTERIOR ` PRODUCT IS -EXTERIOR- 17IS G"ASS OWWAARODSTHEIF �EXTERIOR. BITE 1 a INTERIORPRODUC1 I \ 8 GLAZEWTIS9N831S TERIOR- 7P TOWAD'IF1HZ NTE TOWARDS THE INTERIOR I SEE NOTE THIS SHEET / PAINTED/ LAMINATED SURFACE D 7GLAS BITE GLASS TYPE 3 "ANN" = ANNEALED "HS" = HEAT STRENGTHENED 'T' = TEMPERED 1-1/16" NOM 'PVB" = .090" TROSIFOL® PVB INTERLAYER BY KURARAY AMERICA, INC. "SG"=.090"SENTRYGLASOINTERLAYER 75 76 BY KURARAYAMERICA, INC. 77 78 PRODUCT REVISED PAINTED/ as complyhM with the Florida LAMINATED Building Code 1 SURFACE NCA-No. 20.0429.05 Explratlon Date: 04/14/2021 Di 7G'-NNO Miami -Dade Product Control BITE 1 \ 7f1 GLASS TYPE 4 VINYL SLIDING GLASS DOOR NOA (LM) GLAZING DETAILS B) NO CHANGES THIS SHEET. ``7 T1tuu,i/T', .. viv 1/r No.58705 ;� `r d �� O� •.. ATE F ((/ LOR01"-' -N JONAL A LYNN h0 P E 10/05/15 J ROSOWSKI 3r23 I r IsrR TTa= I RISGD-5570111 NTS 11110OF21 ti MD-5570.0 B P.Epssi�os SILL CLUSTER ANCHORS LAYOUT: ASTRAGAL OR INTERLOCK CENTERLINE 4u e EXTERIOR 2-TRACK CLUSTER'C3• ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK — CENTERLINE 4" 0 ERIOR 3.22" 3-TRACK CLUSTER'C3' ANCHOR LOCATIONS ASTRAGAL OR I CENTERLINE 4n o EXT�(E-IRyIOR 3.22" 4•TRACKCLUSTER 'Cr ANCHOR LOCATIONS ASIRAOALOR INTERLOCK CENTERLINE 4" e e EXTERIOR 2-TRACK CLUSTER'W ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4" 0 0 EXTERIOR 32T 3•TRACKCLUSTER"CS' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK — CENTERLINE >4% o e 0 EXT�+EnRyIOR 322" v 4-TRACK CLUSTER 'CS' ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375" W2.375" FOR ALL SILLS; FIGURES PERTAW TO THE FOLLOYYINGSRL CLUSTER ANCHOR LOCATIONS: SILL "+" INTERMEDIATE ANCHORS LAYOUT: PANEL CENTERLINE P��, EXTERIOR 2-TRACK INTERMEOwTE '+y ANCHOR LQCATION PANEL CENTERLINE EXTERIOR lu 3-TRACK INTERMEDIATE '+1'ANCHOR LOCATION lu 4-TRACK INTERMEDIATE "+1• ANCHOR LOCATION "NaTill FL 34275 PANEL CENTERLINE 4" EXTERIOR v 2-TRACK INTERMIE MTE +Y ANCHOR LOCATIONS PANEL CENTERLINE 4" EXT jE""RIOR 3.22" �J 3-TRACK INTERMEDIATE '+2' ANCHOR LOCATIONS PANEL CEAITERLIT� EXTERIOR 4-TRACK INTERMEOwTE '+2•ANCHOR LOCATIONS FIGURES PERTAW TO THE FOLLOW WG SILL INTERMEDIATEANCHOR LOCATIONS: HeadlSIO 1 Jamb 5 P-Iwok 7 PANEL CENTERLINE 4" e EXTERIOR V 2-TRACK INTERMWIATE '+7 ANCHOR LOCATIONS PANEL CENTERLINE 4" 0 EXTERIOR lu 3-TRACK INTERMEDIATE '+3' ANCHOR LOCATIONS 4TRACKINTERMEDIATE "+3' ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK W2.375" DISTANCE IS 2.375" FOR ALL SILLS: VINYL SLIDING GLASS DOOR NOA (LM) lgl 10/05/1E ANCHOR LOCATIONS A ia J ROSOWSKI Jkl B) NO CHANGES THIS SHEET. Ja$103/23/20 1 NTS 111 11 OF 21 1911 MD-WO.0 PRODUCT REVISED as eomplyl�rg with the Florida Building Code NOw-No. 20-0429.05 Expiration Date: 04114/2021 Mlaml-- 1 de Product Control 111111111111,�' LYN,V2i�''�� x : No.58705 i Q„r ••, ATE F O (vim ';GCS, •••'�ioRlon•.••��?: -",,/ZjORJAL 1EN A LYNN Ulf I , P.E. HEAD CLUSTER ANCHORS LAYOUT: ASTRAGAL OR INTERLOCK 4" CENTERLINE F EXTERIOR ID 2-TRACK CLUSTER'C3• ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4" EXTERIOR —� 3.22" 3—TRACK CLUSTER *C3• ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK• CENTERLINE --I I-- 3.22" 4-TRACK CLUSTER 'C3•ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK 4" CENTERLINE ECTEROR 322" 2-TRACK CLUSTER'CS' ANCHOR LOCATIONS ASTRAGAL OR INII:RLOCK CENTERLINE 4" EXTERIOR —ti 3.22" ID 3-TRACK CLUSTER'CS' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK—� CENTERLINE EXTERIOR v 4-TRACK CLUSTER 'C5'ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK TO-TRAC( DISTANCE IS 2.375" 2.375" FOR ALL HEADS'. FIGURES PERTAIN TO THE FOLLOWING HEAD CLUSTERA14CHOR LOCATIONS HeadBiU 1 .lamb 5 P hook 7 HEAD "+" INTERMEDIATE ANCHORS LAYOUT: PANEL CENTERLINE EXTERRid V 2-TRACK INTERMEDIATE '-I"ANCHOR LOCATION PANEL ctNTERUNE EXTERIOR 3-TRACK INTERMEDIATE '+I' ANCHOR LOCATION PANEL CENTERunIE 4" EXTERIOR 3.22" v 2-TRACK INTERMEDIATE +2' ANCHOR LOCATIONS PANEL CENTERLINE 4.75" PE5i EXTERIOR fl„ 3-TRACK INTERMEDIATE I/ +2' ANCHOR LOCATIONS PANEL 4" CENTERLINE EXTERIOR P322- V 2-TRACK INTERMEDIATE '+3' ANCHOR LOCATIONS PANEL CENTERUNE 4„ EXTERIOR 3TRACK INTERMEDIATE ID •+3• ANCHOR LOCATIONS CENTERLINE CENTERLINE TERIOR EXTTEERRIIOR EXTIEERII ¢ I*AANCHOR LOCATION �HIOR I.00A ONTS'r N. VENICE, FL 34275 (941}480-150D m Head/SM 1 Jamb 1 5 P4=k 1 7 VINYL SLIDING GLASS DOOR NOA (LM) ANCHOR LOCATIONS B B) NO CHANGES THIS SHEET NTS 191 12 OF 21 CENTERLINE 4-TRACK INTERMEDIATE •+3' ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK TO - TRACK DISTANCE IS 2.375t5" FOR ALL HEADS: IgA,j J ROSOWSKI iij 03/23/20 MD-55 0 0 199113 PRODUCT REVISED as comparing with the Florida asico Code NOA-No. 20-0429.05 Expiration Date: 04/1412021 BY. _ I se•--2 MIamFDade Product Control `\TTIV LY]VIV L1111111/l/// `� �'��.•' L\CENg �C No. 58705 ' .)3' a 4�; �(J` //Inlllu�T� A LYNN MILLER, P.E. P-HOOK ANCHORS LAYOUT: OPT.ANCH( TO AID ALIGNMEI OPT. ANCHC TO AID ALIGNMEP.. NOTES: 1) SEE TABLES 1 & 2 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P-HOOK FIGURES PERTAINTGTHE FOLLGWING POCIETJvm va Head/SQl N Jamb 5 P-hook 7 JAMB 2.375" 4.75" 21.6" 21.6" MAX. MAX. O.C. TRroR O.C. FOR 6" 6- MAAX - MAX I 2-TRACK FRAME I 3-TRACK FRAME JAMB ANCHORS JAMB ANCHORS JAMB WEEP NOTCHES R END @ 1" X .500" JAMB 7.125" 6" MAX I 4-TRACK FRAME - JAMB ANCHORS (4) WEEP NOTCHES PER END @ V X .500" 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. JAMB (5) WEEP NOTCHES PER END @ V X .500" [ . P- EXTERIOR SILL (� EXTERIOR EXTERIOR (3) TRACK WEEP HOLES EVERY 24" @ 1.125" X .190";_%� (6) TRACK WEEP HOLES \ (1) WEEP NOTCH EVERY EVERY 24" @ 1.125" X .190";W (10) TRACK WEEP HOLES 24" @ 1.375" X .500" (1) WEEP NOTCH EVERY EVERY 24" @ 1.125" X .190"; 24" @ NOTCH VERY (1) WEEP NOTCH EVERY 24" @ 1.375" X .500" SILL WEEPHOLE LAYOUT (2,3 & 4 TRACKS) PRODUCT REVISED as aomplyln with the Florida Building Code HOA,No. 20-8429.05 Expiration Bate; 04/14/2021 VINYL SLIDING GLASS DOOR NOA (LM) 10105/15 BY— 1'"-, 1"«""' Mtam}-Dada Product Control ANCHOR LOCATIONS C J ROSOWSKI ® B) NO CHANGES THIS SHEET. Q 03/23/20 N. VENICE. FL 34275 NTS 111 13 OF 21 loll MD-5570.0 `0 11,,111 r,,, OCENgF•.�� NO.58705 �0..� 3 ATE �� '•�� l9 � //�O1VAL �Irrn11I111� A. LYNN MILLER, RE P.Eu 58705 HEAD 900 CORNER CLUSTER ANCHORS LAYOUT: 4" 4" I 2-TRACK 90' CORNER EXTERIOR 'OV ANCHOR LOCATION (USE WHERE'C3' IS SPECIFIED) 3-TRACK 90• CORNER 'C4'ANCHOR LOCATIONS (USE INHERE'C3' IS SPECIFIED) EXTERIOR ID 4-TRACK 9U' CORNER '04' ANCHOR LOCATION (USE WHERE'C3' IS SPECIFIED) FIGURES PERTAIN TOTHE FOLLOWING Or CORNER HEAD ANCHOR LOCATIONS: 90" Head/SIII 1 Jamb 5 P Fock 7 EXTERIOR 15 I 2-TRACK 90'CORNER .JRERIOR 'CS' ANCHOR LOCATION (USE MERE W IS SPECIFIED) ..... FRIOR 3-TRACK 90'CORNER n 'CB'ANCHOR LOCATION V (USE WHERE -CS' IS SPECIFIED) SILL 90° CORNER CLUSTER ANCHORS LAYOUT: IV" P711 I 2-TRACK 90' CORNER EXTERIOR 'C4' ANCHOR LOCATIONS (USE WHERE'C3- IS SPECIFIED) 3-TRACK 90'CORNER 'C•P ANCHOR LOCATIONS (USE WHERE'C3' IS SPECIFIED) 4" 0 4-TRACK 90'CORN— R EXTERIOF 'Ce' ANCHOR LOCATIONS 4-TRACK 90' CORNER (USE WHERE'CS IS SPECIFIED) 'CV ANCHOR LOCATIONS (USE WHERE -C3' IS SPECIFIED) 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 n �2375- 2.375" 10i FOR ALL HEADS AND SILLS I 2-TRACK 9D' CORNER EXTERIOR 'C5' ANCHOR LOCATION (USE MERE -CS IS SPECIFIED) lwrwql 3-TRACK 90• CORNER 'WANCHORLOCATIONS (USE WHERE-05- IS SPECIFIED) FlGLRES PERTAINTOTHE FOLLOWNG 9W CORNER SILL ANCHOR LOCATIONS: 90° Heawsul 1 Jamb 5 P-hook 7 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0429.05 Expiration Date: 04/14/2021 gy._ )sc 7 I. L4,,, , Miaml-Dado Product Control 4"LYNI�ki No. 58705 oZ0 : �; O ' SPATE F -•f40RIOA•.•••-`_,/ 3.22"i 4" 4-TRACK so•CORNER EXTERIOR '''.S �OIVALI�;v`�• '(Xi' ANCHOR LOCATIONSID (USE WHERE-W IS SPECIFIED) A. LYNN HOLLER, P.E. P.Ed 58705 ��Iv I I oil N. VENICE, FL 34275 (941H80-1600 REGISTRATION #29298 VINYL SLIDING GLASS DOOR NOA (LM) IgI 10/05/15 ANCHOR LOCATIONS A J ROSOWSKI B) NO CHANGES THIS SHEET. N 03/23/20 NTS III 14 OF 21 IRA I MD-5570.0 HEAD 1'35° CORNER CLUSTER ANCHORS LAYOUT: 4" 1� 2-TRACK 13V CORNER "C4"ANCHOR LOCATIONS (USE WHERE -Cr IS SPECIFIED) 3-TRACK 13S CORNER 'CPANCHOR LOCATIONS (USE MERE-C3- IS SPECIFIED) EXTERIOR 4-TRACK 135' CORNER V 'Cr ANCHOR LOCATIONS (USE WHERE'C3' IS SPECIFIED) 135 HeadISM 1 Jamb 5 P-hook 7 4" 3.22" EXT15 ERIOR 2-TRACK 135' CORNER 'Cr ANCHOR LOCATIONS (USE WHERE'C5' IS SPECIFIED) \ j O,. LOCATIONS'CV ANCHOR WE WHERE -CV IS SPECIFIW) SILL 135" CORNER CLUSTER ANCHORS LAYOUT: 4' o 4 EXTERIOR" 2-TRACK'135' CORNER ID "CPANCHOR LOCATIONS (USE WHERE'= IS SPECIFIED) -- If— 3.22' V 3-TRACK 137CORNER 'CC ANCHOR LOCATIONS (USE WHERE -Cr IS SPECIFIED) 4" 19 0 EXTERIOR,v 4-1RACK 135' CORNER 4-TRACK 135' CORNER "CS' ANCHOR LOCATIONS (USE WHERE -CV IS SPECIFIED) 'CP ANCHOR LOCATIONS (USE MERE -CS' IS SPECIFIED) 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" JM2-37W JW2-375- FOR ALL HEADS AND SILLS: 4" o 0 4" EXTERIOR 2-1RACK 135' CORNER 15 'CV ANCHOR LOCATIONS (USE WHERE-W IS SPECIFIED) 5 4" a 4" PRODUCT REVISED as complying with to Florida Bg O guildinle NOA-No. 20-0429.05 " Expiration Date. 0411412021 EXTERIOR BY%_ Isa..Z 3.22" Nlia'al-Dario Product Control 3-TRACK 135' CORNER 'C5'ANCHOR LOCATIONS (USE MUM -W IS SPECIFIED) MUMSPIMANTOTHE FOUAVMG 13P COMER 6" ANCIM UrAMOM 135 HeacYSiO I M1 Jamb 1 5 P4wok 7 �\\ 13........... LYIVV l No. 58705 o A LYNN NRI ER. P.E. VINYL SLIDING GLASS DOOR NOA (LM) 11110105115 ANCHOR LOCATIONS E 6& J ROSOWSKI ® B) NO CHANGES THIS SHEET. k 03/23120 1070 TECHNOLOGY D N. VENICE. FL 34275 NTS 111 15 OF 21 Jill MD-5570.0 I I HEAD SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: I FIGURESPERTAPITOTHE LOCATIONS! SPLICED SSlANCHOR LOCATIONS: SPLICE LOCATION 4" EXTEwoR 3.22" ID 2-TRACK SPLICE 'C4'ANCHOR LOCATIONS (USE WHERE -C3' IS SPECIFIED) SPLICE LOCATION 4.75" EXT�EtRIIR 4" �+ y 3-TRACK SPLICE 'GL" ANCHOR LOCATIONS (USE WHERE'C3" IS SPECIFIED) 4.75' i 4" 4-TRACK SPLICE "C4" ANCHOR LOCATIONS (USE WHERE 'C3' IS SPECIFIED) FIGURES PERTAINTO THE FOLLOWING SPLICED HEADANCNOR LOCATIONS: SPLICE LOCATION 4" EXTERIOR 3 22" `J 2-TRACK SPLICE "CB' ANCHOR LOCATIONS (USE WHERE -CS' IS SPECIFIED) SPLK:E LOCATION 4° EXTERIOR 3.22" 3-TRACK SPLICE "CS' ANCHOR LOCATIONS (USE WHERE -CS' IS SPECIFIED) TERIOR 3 01- 4-TRACK SPLICE 'CB' ANCHOR LOCATIONS (USE WHERE 'CS' IS SPECIFIED) SPLICE LOCATION 4" o 0 IXTERIDR 2-TRACK SPLICE 'C4' ANCHOR LOCATIONS (USE WHERE "C3- IS SPECIFIED) EXTERI ._ 3-TRACKSPLICE ID 'G' ANCHOR LOCATIONS (USE WHERE 'Cr IS SPECIFIED) R- 0 0 0 ERIOR 3,22" y 4-TRACK SPLICE v "C17 ANCHOR LOCATIONS (USE WHERE -C3' IS SPECIFIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK FOR SPLICES OCCURRING INSIDE OF A POCKET, SEE THE EXAMPLE ON SHEET 9. 3) TRACK -TO -TRACK DISTANCE IS 2.375" 2.375" 2.375" FOR ALL HEADS AND SILLS: I M f 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. SPLICE LocAnon 4° o 0 EXTERIOR 2-TRACK SPLICE 'C6" ANCHOR LOCATIONS (USE WHERE -CS' IS SPECIFIED) EXTERIC r ' I 4" 3-TRACK SPLICE "CW ANCHOR LOCATIONS (USE WHERE'CW IS SPECIFIED) 4-TRACKSPLICE 'C6' ANCHOR LOCATIONS (USE WHERE -W IS SPECIFIED) N. VENICE, FL 34275 (941)-480-1600 PRODUCT REVISED as comp = with the Florida Building NOA-No. 20-0429.05 Expiration Date:04114/2021 MlamF-0ade Product Control No.58705 TTE A. LYNN MLLLER, P.E. P.E.068705 VINYL SLIDING GLASS DOOR NOA (LM) JAI ANCHOR LOCATIONS F I14-I J ROSOWSKI B) NO CHANGES THIS SHEET. A SGD-W0111 NTS 11116 OF 21 1:9MD-5570.0 PANEL'S RIGHT STILE TYPE PANEL TYPES SINGLE INTERLOCK SINGLE INTERLOCK FIXED LOCKSTIE ASTRAGAL ASTRAGAL OUTSIDE 9D' ASTRAGAL INSIOESW ASTRAGAL OUTSIDE135' ASTRAGAL INSIDE135' ASTRAGAL INTERIOR OR OUT IN STILE W/HANDLE BOX OUT BOX IN RECEIVER RECEIVER RECEIVER RECEIVER EXTERIOR GLAZED SINGLE INTERLOCK F PP K L L TC TA TV TW OUT tHQCGI/!) (eo><M SINGLE INTERLOCK B E P A C C SC SA SV SW LU IN 0=cm mm" (L FIXED STILE RR R S S FC FD FV FW �fe0/J 113oxM D M J J CO ASTRAGAL BOX OUT LR T U LL ASTRAGAL BOX IN T U Uj -i J our. CT CS CF Ld Z � AT AS DF a OUT. 135° ASTRAGAL ` T V I VS VF RECEIVER 1 ASTRAGAL WT WS I WF RECEIVER LEFT RIGHT PANEL PANEL STILE STILE PANEL TYPE "F" SHOWN. PANEL NOTES! 1) SEE DP/ANCHOR TABLES 1 a 2. SHEETS 7-8 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 Mr. 4) PANEL TYPE MAY BE EITHER EXTERIOR (STANDARD) OR INTERIOR GLAZED, BOTH TYPES QUALIFIED BY THIS APPROVAL, SEE DETAILS SHEET 10. SCREEN PANEL TYPES DOUBLE INTERLOCK �+vww� ASTRAGAL DOUBLE MLOCKSTILE INTERLOCK JLOCKSTILE �—�— ASTRAGAL SD SINGLE DOUBLE INTERLOCK INTERLOCK DOUBLE A INTERLOCK �nl__ LOCKSTILE UASTRAGAL LOCKSTILE DOUBLE SINGLE DS INTERLOCK INTERLOCK PRODUCT REVISED as complying with the Florida Building Code Non -No. 20-0429.05 Expiration Date: 04/14/2021 Miami -Dade Product Control VINYL SLIDING GLASS DOOR NOA (LM) PANELTYPES j�n-7- 1.1 1070 TECHNOLOGY DI N. VENICE, FL 34275 B) CORRECTED "E" PANEL TYPE NAME. J ROSOWSKI NTS III 17OF21 19:21 MD-5570.0 03/23/20 I I I It 1111, 1 ,, aNY LYI1Uy4 •LICENSE'���e No. 58705 G° �O0 ATE OF 0. LYNII �RI� P.E P.E#58705 0011 ! �In=)1 �A1Fr= I+ 5.875 -1 10.635 h.540 291 061 ]s 1J.L 100"OO6.125 j" •550 ❑ .100 ❑ 8 2 Q� p 1 .062 .930 .301 1.928T�+- FRAMESCREW INTERLOCKCAP, Q 2 TRACK HEAD/JAMB © 4 TRACK SILL COVER (PVC) ® ANCHOR PLATE Q TRACK INSERT 10 EXTENDED POCKET j �- 8.250 --j 8.260 � t� p 100 1101 �❑ .100 ❑ 1 813 0 IR o�1 881 @ 3 TRACK HEAD/JAMB ® 3 TRACK SILL 10.625 5.875 -� 100 ❑ ❑ ❑ 100 ❑I I -A 3 d O Q� !� 4 TRACK HEADIJAMB [� 2 TRACK SILL 1.000 252 062 948 1.435 BOTTOM RAIL L2 BOOUTER SILL 11 SUPPORT COVER COVER 231 1.613 .060 --j 2060. 1.983 060 13 SILL OVER TRACK Q P-HOOK ADAPTOR .762 5.178 100 �•+ .080 - i 18 P-HOOK 4 .125540 j:j.540 -,291 Q61 j� �9Ao"i t- 2.1411+- 3.00D Lv--�r�- f .075�0 2.607-I�1.406 062 -.062 .329 19 KEEPEER� ®0 KEEPER ® CEINFORCEMENT�OVER® REINFORCEMENT @ FIXED PANEL CUP ® PLATE REINFORCEMENT 1.570 1.625 1.595 r- 1.595 r+ .309 l 3AS3 2.696 .125 2.833 2.366 a .768 .4DD RI.768 070 1 300 2.025 .312 2.210 J--11•.-.166 -1� -� � 110 I4- 120 T�-.182 .120 I�-.182 2291 .100 © AND STILE BOTTOM © AND STILE ® REINFORCEMENT, NT, ® REINFORCEMENT, EMENT, REINFORCEMENTINTERLOCK ADAPTER REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY REINFORCEMENT - 3.452 1.472 .125 3.209 125 i - 2.175 D70 .300 Q135` CORNER 135* CORNER ASTRAGAL ®PASSIVE MOUNT .060 13.713 046 p--j500 1.170 29 37135` CORNER ®135"CORNER ASTRAGAL CAP, ASTRAGAL CAP, EXTERIOR INTERIOR --1.912 .065 912 .210 1.261 •062 1281 1261 252 --1 1.261 .173 11.261 71 � 1EVELED 80 SQU REBE 81 EAD ®B BEAD ®OGE ®'OGEE 2.511 j I � 080 .075_ 4.635 4279 -090 2.116 _ .10 11 t1+2.710 1.875 �+- 31 INTERLOCK ©ASTRAGAL ADDN ©A T OP ADAPTER BOTTOM RAIL 3.345 3.345 065 919 .060 NOTES: 1) SEE SHEET4 FOR SILL RISERS. 2) SEE SHEET 20 FOR SCREEN PARTS. f+- 2.838 2.073 Ogg ®.INTERIOR JAMB COVER PRODUCT REVISED as comp yhrg with the Florida Building Code no&4w 2041429.05 Expiration Date: 04/14/2021 Mlaml-Dade Product Control 90' CORNER 90' CORNER 90" CORNER 3) ALL DIMENSIONS ®41 ASTRAGAL ®RAGA CAP, CAP, IN INCHES. EXTERIORINTERIOR i Na 58705 =: � ' � � :' t �� .•'. ATE F ttj a �Ytm #Miu e 5 PS ® VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 EXTRUSIONS & J ROSOWSKI - B) NO CHANGES THIS SHEET. �$ 0312=0•.FtoRror.•'��_�` 1070 TECHNOLOGY DRY N. VENICE, FL 34275 RMSMA,no O SGD-5570 1 NTS 1 18 OF 21 �$ MD-5570.0 9$ B 2) INSTALL CLIP INTO FRAME JAMB & SUBSTRATE, USING 4 INSTALLATION ANCHORS, SEE TABLE 1 INSTALL ONE CLIP ATTHE \ MIDSPAN OF EACH FIXED PANEL -TO -FRAME JAMB LOCATION. ATTACH WITH 98 X 1-1 @ 344)2" MAX O.C. (2) X 1" SMS THROUGH SUPPORT, IVI7III lV INTO PANEL" INTERLOCK SILL RETAINER CLIP ATTACHMENT INSTALL ONE ASSEMBLY AT EACH INTERLOCK PANEL ASSEMBLY ALL PANEL CORNERS WELDED, NO ASSEMBLY FASTENERS HEADER BLOCK TO HEAD ATTACHMENT JAMB TO HEAD INSTALL ONE BLOCK AT HEADER ASSEMBLY EACH INTERLOCK BLOCK AT ASTRAGAL, INSTALL ONE BLOCK THAT SPANS BOTH PANELS. 1 I I X 2-114" SMS \�\iI ziw - •-. NOTES EXTERIOR 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING. 3) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. 4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. N. VENICE, FL 34275 VINYL SLIDING GLASS DOOR NOA (LM) NTS 111 19 OF 21 1$z1 MD-5570.0 KEEPER TO JAMB ATTACHMENT PRODUCT REVISED Mcom 1n9 with the Florida Butlding NOA-No. 20-0429.02 Expiration Date: 0411412021 111tamt4Dade Product Control No.5S705 ,�10rL44j AL LYNN MILLER. RE I BOX SCREEN DETAILS: HORIZONTAL SECTION EXAMPLE EXAMPLE - - STANDARD SCREEN DETAILS: HORIZONTAL SECTION EXAMPLE 32 131 121 122 HORIZONTAL SECTION EXAMPLE f T lf�; 1.202-1 I 1 18 8935�—.050 --.--- 50 •045 TEEN 1zt SCREEN 1z2 SCREEN TO WE SIDE RAIL ASTRAGAL L LATCH ADAPTER -4 - 052 =;:-+--.062 ----A —.052 PRODUCT REVISED @)+w BOX SCREEN 18+ BOX SCREEN +� BOX SCREEN — 6u5 a plyingewith the Florida TOP RAIL @)BOTTOM RAIL @)SIDE RAIL 1,435 I+—.725 NOA-No. 20-0429.05 tz7 -765 .782 Expiration Date. 04/14/2021 OR �-� .040 ey t13 1t4 1.020 f+-- 1.593 126 .062 Mlamt-Dade Product Control 1w } 1.373 r— 120 SCREEN VINYL FRAME SILL 1 O z 1.872 063 z e� en ASTRAGAL +� SCREEN 055 1.833 �� `J ADAPTER ADD -ON o j +za 107 � 4�--.062 �-I 1+—.372BOX X 1— � SCREEN 104 SCREEN 1D5 OXOBOX $CREEN INTERLOCK SNAP -ON ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER VERTICAL SECTION EXAMPLE EXAMPLE NOTES-. �,.• / 1308 1 r050 055 1.487f)ALLDIMENSIONSININCHES.No875� 1-487 1.5106 VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 Ltl 0 SCREEN DETAILS 14 J ROSOWSKI BOX SCREEN BOX SCREEN BOX SCREEN HEAD ® �O� S14TE o� : • !V 708 ASTRAGAL 107 SILL ADD -ON 708 AND JAMB ADD -ON B NO CHANGES THIS SHEET. z 03/23/20 %. C� FC�RID?.•'' -\�: ` ADAPTER 1070 TECHNOLOGY DR ) p �i�sS NAL N. VENICE, FL 34275 6 (941)-480-1600 SGD-5570 NTS 111 20 OF 21 RJ MD-5570.0 i B A L� ACUER' P.E.REGISTRATION L29296 P.E# 58705 TART F C # Part# Description Material 1 19001 2-Track HeadlJamb Rigid PVC 2 19002 2-Track S81 Rigid PVC 3 19025 3-Track Head/Jamb Rigid PVC 4 19026 3-Track Sill Rigid PVC 5 19027 4-Track HeadlJamb Rigid PVC 6 19028 4-Track S81 Rigid PVC 7 1 19009 Frame Screw Corer Rigid PVC 8 19031 Anchor Plate 6063-16Alum. 9 190177 Track Insert 6063-T6Alum. 10 19084 Interlock Cap - Extended Pocket Rigid PVC 11 ISM Bottom Rail Support 6063-IBAlum. 12 19006A Outer Sill Cover 6063.16 Alum. 13 19011 Sill Track Cover Rigid PVC 17 19032 P-Hook Adapter 6063-76 Alum. 18 1902D P-Hook 6063-TSAlum. 19 19047M Extended Keeper 6063-TS Alum. 20 19029M Keeper 6063 TB Alum. 21 19014 Reinforcement Bar Cover Rigid PVC 22 19030 Reinforcement Bar 6005-T5 Alum. 23 19037M Fixed Panel Clip 6063-TS Alum. 24 19MSM Reinforcement Plate 6063-TSAIum. 25 19017M Top Rag, Bottom Rail and Lockstge Reinforcement - 6005.75 Aium. 26 11X146 Composge 27 19018M Interlock .W0 Reinforcement, Sid. 6005-75 Alum. 28 19013M Interlock .400 Reinforcement, HD 60D5-75 Alum. 29 19M9101 Astragal Reinforcement 6005-75Alum 30 19083 Extended Pocket Interlock Adaptor 6063-TBAIum. 31 19005 Interlock Adaptor Rigid PVC 32 19008 Astragal Add -on Rigid PVC 33 19004 Panel Stile, Top/Bottom Rail Rigid PVC 34 19D40 Interior Jamb Cover 6083-TS Alum. 35 19076 135" Comer Astragal 6063-76 Alum. 38 19077 136" Comer Astragal Passhe Mount 606376 Alum. 37 1S079 135" Comer Astragal Cap - En. Rigid PVC 38 19080 135" Comer Astragal Cap- Int Rigid PVC 39 19078 9D"Comer Astragai SO6346Alum. 40 19081 90" Comer Astragal Cap - Ext Rigid PVC 41 19082 9V Comer Astragal Cap - kit i Rigid PVC TABLE Fn Material Min. F. Min. F #12 Steel Screw 92 ksl 120 ksi #12 410 Screw 90 ksl 110 ksi W' DeWaiNElco Aggre-GatoiOl 67 ksi 96 ksi 1/4" Elco UftraCon® 155 ksi 177 ksi 114" DeWak UltmCon+® 148 ksi 164 ksi 1/4" 410 SS DeWsIUElco CreteFlex0 127.4 ksi 189.7 ksl 6083-75 Aluminum 16 ksi 22 ksi A36 Steel 38 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi # Part# Description Material 42 19085 Sill Riser - (2-1/2") 6083-TS Alum. 43 19022A Sin Riser -(3.1/2") 6083-76Alum. 44 19023A Sill Riser - (4-1/16") 6063-TS Alum. 45 19024A Sib (Poser - (4-5/91 6063 TS Alum. 50 718609VV .187" x .32D" Finseal (Stile) 51 71695K 1-112' x 1" x 314" Fin Seal Dust Plug 62 71696 Dust Plug 60 41SD41 Interlock Clip Cover PVC 61 78153X Tandem Roller Assembly SS 62 78153N Tandem Roller Assembly Nylon 63 78)(75FPTX #8 x 314" Ph. FH SMS @ Roller & Reim SS 64 41M42 Frame Header Block Nylon 65 48052 Roller Ad). Hole Plug PVC 66 44385 4 Hole Bumper Stop PVC 67 76Xll4FPTX #5 x 1-IW Ph- FH SMS @Bumper Stop SS 68 71696G Sig Plug PVC 69 781M Gemini Mortise Lock wllong Trim plate SteeVSS 70 71032XIFPFX 1032 x 1" Ph,FH MS @ Lack SS 71 varies Handle Kit cast Znc 72 19054 Interlock Retainer Clip Nylon 75 Kommeding 4SG TPS Spacer System 76 Quanex Super Spacer nXr with Hot Meg Butyl See Sheet 10 for Materials 77 Quanex Dureseal 78 Cardinal XL Edge Spacer 79 Dow 791, 983, 995 or GE-7700 Backbedding Silicone 80 19090 7116" Square Bead Rigid PVC 81 7116" Beveled Bead Rigid PVC 82 19044 1-1/16" Beveled Bead Rigid PVC 83 19045 1-1116" Ogee Bead Rigid PVC 84 19016 1-XI6" Ogee Bead Rigid PVC 85 71725K Setting Block 112" x V x 1/16", 85+/-6 duro. Neoprene 86 71726K Setting Block V x 4" x 1/16", 85+1-5 dum, Neoprene 90 781PSTX #8 x 1" Ph. PH SMS @ Frame Assembly SS 91 78X114PHPT410X #8 x 14X' Ph. PH SMS @ Reint Bar SS 92 710X1PHPT18-8X #10 x 1" PIL PH SMS @ Rag Support SS 93 71OX116PPX #10 x 1-1/2' Ph- PH SMS @ Fxd Pnl Clip SS 94 71OX2.5PHPT18-8X #10 x 2-112' Ph. PH SMS @ Reint Piete/ABt SS 95 71420X225FPFX #12 x 2-1/4" Ph. PH SMS @ Hdc Block SS 96 710X1.75PPX #10 x I -SW Ph. FH SMS @ Ast Mount SS 97 710X34PPX #10 x 314' Ph. PH SMS @ Ext. Pkt tit SS 98 710X2PPX 4#10 x 2' Ph. FH SMS @ Keeper SS TARLF D- BOX SCREEN # Part# Dea:riptlon Material 100 12256 Box Screen Tot Reg 6063 75 Al lot 12257 Box Semen Bottom Rag 6063 T5 AI 102 12258 Box Screen Side Rail 6063 75 AI 103 64428 Box Screen Interlock 60M 76 At 104 17347A Box Screen Sna"n Bug Flap 6083 76 Al 105 64345 Bar Semen OXO Astragal Adapter 6063 T6 Al 106 17349 BOX Screen Astragal Adapter 6063 75 AI 107 19039 Bar Screwn Frame Sill Add -on 6063 76 AI 108 19D38 Box Semen Head/Jamb Addcn 6063 76A] 109 720X1X #14-2D x V MS @ Top Rail SS 110 72OXI12X #14-20 x 1-1/2- MS @ Bottom Rail SS 111 71793G Wstp, .270" x .157 - Fin Seal 112 61805K Wstp, .1871 x .500" @ Bug Flap 113 7SRAZ Standard Roller Nylon 114 7SRAX HD Roller SS 115 varies Screen Locking Hardware Steel 116 419063 Screen Keeper Steel 117 76XIPPA #6 x 1" PIL PH SMS Steel 118 IGWX /4 Screen Spline-.150" &.165" Vinyl 119 1816020 Screen Cloth Fiberglass TABLE E: STANDARD SCREEN 8 I Part# Description Material 120 12033 Screen Frame Rad 6053 T5 AI 121 12028A Screen Frame -Side Red (-etch) 6063 T5 Al 122 17363 Screen OXO Astragal Adapter 60M TO AI 123 4853K Semen Vinyl Astragal Adapter Rigid PVC 124 19012E Frame Sill Screen Add -on 6063 TO AI 125 BFP95K Bug Flap, 85 +1-5 dum. Vinyl 126 7r1X112PSATS #8 x 1-1/2" Ph. PH SMS (Assembly) SS 127 712027 Comer Key Wheel Assembly (Standard) Nylon 128 712027SS Comer Key Wheel Assembly (HD) SS 129 varies Scmen Locking Hardware Steel 130 71M04PPSaAX 910 x 314" Ph. PH SMS @ Screen Ast. SS 131 7BX12PPSMSX #8 x 1W Ph. PH SMS @ DcorAst. SS 132 1692/3/4 Screen Spline--145" Vinyl 133 1816C20 Screen Cloth Fiberglass NOTES: 1) ITEMS #14-16, 46-49, 53-69, 73. 74 & 87-89 & 99 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL VINYL SLIDING GLASS DOOR NOA (LM) IgI 10/05/lf PARTS LIST J ROSOWSKI ®Al B) ADDED BCKBDG. TYPES & TABLE F. #1 03/23/20 FL 34275 NTS Ill 21 OF 21 1&11 MD-5570.0 as complying with the Florida Building Code NOA,No. 20-0429.05 Expiration Dater 04/14/2021 gyp _ 1.-7 1. G/i+.,- Miami-Dade Product Control \``111rr,,,n1r777'i ��``Pa�NON GENgF �Q�� No.58705 z'r Yrare o �i Cis '•Fr ORIDP,.--•���: /S;0NAL 1�N�`�� A LYNN MILLER, RE P.E# 59705