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HomeMy WebLinkAboutNOA; Series 5570 or 2770 Vinyl Sliding Glass Door (Reinforced)M IAM 1•DADE MIANII-DADS COUNTY Quam 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.gov/economy PGT Industries, Inc. 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 "5570/2770" Vinyl Sliding Glass Door (Reinforced) w/wo 90° & 1351 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 (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 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. MIAMI•DADE COUNTY �Eamgm� NOA No. 20-0429.05 Expiration Date: April 14, 2021 Approval Date: October 08, 2020 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 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 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 02/11 /1 A� 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) & 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 i 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. z 15��� I • L�i�n�. 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. 16-0920.08 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 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-5th Edition (2014) and FBC-61h 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.- - - 04/21. 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 OF ACCEPTANCE: 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 Dowsi1791 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 Idalmis 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. 1 SSG l • L41J.- 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-'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 7` 1 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. 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 SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) REFERENCES (NOA'S): ELCO ULTRACON, DEWALT ULTRACON+, DEWALT/ELCO CRETEFLEX & AGGRE-GATOR ANCHOR NOA'S, 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 570/2770 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 IX 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. 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 i OR 2, DEPENDING ON THE GLASSIREI NFORCEMENT. 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 OPENING'S 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 MISSILE IMPACT RESISTANCE 1 ON SHEETS" & 8 TABLE A: Group Anchor Substrate Frame Member Min. Edge Distance Min. Embedment A #12, steel SMS (G5) or 410 S.S. SMS (min. 11 threadsfin) P.T. Southern Pine, (SG=0.55) Head/SilVJamb/P-hook 9/16" 1-3/8" Aluminum, 6083-15• (0.125" min.) Head/SiIVJamb/P-hook W9. 1/B" Steel, A36% (0.060" min.) Head/Sill/Jamh/P-hook 318" 0.060" Steel Stud, A653 Gr. 33, (0.071" min.) Head/Si1UJamb/P-hook 318" 0.071" 14 Ga- 1/4" Elco Ultracon P.T. Southern Pine, (SG=0.55) Head/SiIVJamb/P-hook ". 1-3/8, 1/4" DeWait Ultreeon+ 1/4" Elco 410 S.S. CreteFlex Jamb 1" 1-3/8" Head/SiIVJamb/P-hook 1" 1-3/8" B #12, steel wood screw G5 P.T. Southern Pine, SG=0.55 Head/Sill/Jamb/P-hook 9/16" 1.318" con 1/4" Elco,Ultracon , . . Concrete(min285 ksi). P-hook 1" 1-3/8" Head/SiIVJamb 1-3116" 1-3/8" Ungrouted CMU, (ASTM C-90) Jamb/Pfiook 1" 1-1/4" C 1/4" DeWalt Ultmcon+ Concrete, (min. 3 ksi) Head/Sill/Jamb 1-1/2" 1-3/8" P-hook 1" 1-3/8" Ungrouted CMU, ASTM C-90 Jamb/P-look V 1-1/4" 1/4" DeWalt/Elco 410 S.S. CreteFlex Ungrouted CMU, (ASTM C-90) Jamb/P-hook , I-W4" 1-1/4" Concrete, (min. 3.35 ksi) Head/SiIVJamb 1-3/18" 1-3/4" P-hook 1" 1-3/4" 1/4" DeWalt/Eleb 18.8 S.S. Aggre-Gator Concrete, (min. 2.22 ksi) HeadlSilVJamb/P-hook 1-1/2" 1-3/8" Ungrouted CMU, (ASTM C-90) Jamb/P-hook 2" 1-1/4" P.T. Southern Pine; SG=0.55 Head/Sill/Jamtr/P-hook 1" Tww 1/4" Elco Ultracon Concrete, (min. 2.85 ksi) Head/Sill/Jamb/P-hook 2-1/2' 1-318" Ungrouted CMU, ASTM C-90) Jamb/P-hook 2-1/7' 1-1/4" D 1/4" DeWalt Ultracon+ Concrete, (min. 3 ksi) Head/SiIVJamb/P-hook 2-1/7' 1-319' U routed CMU, ASTM C50 Jamb/P-hook - 2-1/7' 1-1/4" 114" DeWaItlEleo 410 S.S. CreteFlex Concrete, (min. 3.35 ksi) Head/Sill/Jamb 2-1/2" 1-3/4" I P-hook 2-1/7' 1-3/8" Ungrouted CMU, (ASTM C-90) I Jamb/P-hook 2-1/Z' 1 1-114" • 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 STANDARDSUSED: • 2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION • 2017 FLORIDA BUILDING CODE (FBC), 5TH EDITION • ASTM E1300-09 • ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION • ALUMINUM DESIGN MANUAL, ADM-2015 • AISI 8100.16 • AISC 360-16 N. VENICE, FL 34275' GENERAL NOTES ............. 1 EXAMPLE CONFIGS.......... 2 INSTALL DETAILS..............3-6 DP/ANCHOR TABLES ........ 7-8 EXAMPLE ............................9 GLAZING DETAILS ............ 10 ANCHOR LOCATIONS ....... 11-16 PANEL TYPES ................... 17 EXTRUSIONS .....................18 ACCESSORIES ..................19 SCREEN DETAILS.............20 VINYL SLIDING GLASS DOOR NOA (LM) III 10/05/1! GENERAL NOTES 161 J ROSOWSKI UPDATED TO FBC 2020, ANCHOR TYPES c2903/23/20 K� ,D-5570111 NTS 111 1 OF21 $ MD-5570.0 j$ B PRODUCT REVISED as complying with the Florida Building Code NDA-No. 20-0429.OS Expiration Dater 04/14/2021 Miami -Dade Product Central �\0 �t V LYIVA14 I//':. ......... ��'C, .•' 410ENge'". <1 _ No.58705 Q•• ATE Q'�/�� S G. s/ONAL 0, A LYNN MILLER, P.E.P.EY# 597n5 MAX. UNIT WIDTH MAX. UNIT WIDTH NOM. PANEL WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 < PER TABLES 1 & 2 MAX.. UNIT3 HEIGHT g Itl MAX.. UNIT T I HEIGHT / a a PER TABLES 1 & 2 I °a PER TABLES 1 & 2 Po` IIN 2-PANEL 1-PANEL < CONFIGURATIONS CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 ' MAX.. UNII T 3 3 3 HEIGHT 3 3 z PER TABLES 1& 2 1 h 3-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH NOM. PAN PER TABLES 1 & 2 ` PER TAE 1 3 I3 MAX. UNIT HEIGHT 3 3 3 3 3 3 3 3 / / I MAX HE PER TABLES 1 & 2 PER TAI "Do 5-PANEL CONFIGURATIONS NOM. PANT PER TAB MA)0 HE PER TAI :L WIDTH MAX. UNIT WIDTH LES 1 & 2 ' 3 a . UNIT GHT 3 3 3 3 3 3 3 3 3 3 g ALES 1 & 2 / / / / / / f / a 7-PANEL CONFIGURATIONS MAX. UNIT WIDTH �{ NOM. PANEL WIDTH E PER TABLES 1 && 2 T s MAX. UNIT s 3 3 HEIGHT 3 3 3 PER TABLES 1 & 2 f / / / / =L WIDTH MAX. UNI I WIU I H LES 1 & 2 ,. UNIT GHT iLES 1 & 2 / P 6-PANEL CONFIGURATIONS NOM. PANEL WIDTH _ PER TABLES 1 & 2 _ I I� MAX. UNIT I HEIGHT w PER TABLES 1 & 2 _ J � v nnnnnn� v v v v v v v CONFIGURATIONS NOTES: "X" = OPERABLE PANEL 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "O" = INOPERABLE PANEL LOCATIONS. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp, OXXX IN "p" = POCKET POCKET CONFIGURATION CAN BE OXXXp. 2) 90" & 135" CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 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. —DETAIL LETTER 4) FOR NOM. PANEL WIDTH, SEE TABLES 1 & 2. ® 1070 TECHNOLOGY DR N. VENICE, FL 34275 5) MAX. ALLOWABLE FRAME SQUARE FOOTAGE = 472.656 FT' —SHEET NUMBER (941)-480-1600 REGISTRATION #29296 4-PANEL CONFIGURATIONS e MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1�&2 MAX. UNIT N HEIGHT h g U NE_ PER 2, T ST TABLES 1 & 2 / ry / sxEEr. r 1 1= Poc T I ._J CORNER, TYP. ' OUTSIDE CORNER SNOYM. INSIDE CORNER SIMILAR PRODUCT REVISED - as complying with tha Florida Building Code NOA-No. 20-0429.05 Eaplratlon Data: 04111412021 1 s itl Miami -Dade Product Control I� POCKET I J 8-PANEL CONFIGURATIONS DLO WIDTH = NOM. PANEL WIDTH - 8-9/16" NOM. PANEL WIDTH = PANEL WIDTH + 1-3116" A, DLO HEIGHT = DOOR HEIGHT - 11-1/16" `�LYN/y PANEL HEIGHT= DOOR HEIGHT-2-1/2" ��. •' .F� �l VINYL SLIDING GLASS DOOR NOA (LM) 8 10/05/15 = No. 58705 ; EXAMPLE CONFIGURATIONS J ROSOWSKI a0 ;' G = 0 '•PATE B) NO CHANGES THIS SHEET. 03/23/20 % �of ORDP,.•' 0NAL 1E\%0\ SGD-5570 NTS 2OF21 b$ MD-5570.0 Jill B 0.Lp,E#5B05PE DETAIL Al THRUIXIMDOD CONCRETE/CMU PER IMO MASONRY ANCHOR REQUIREMENTS I� 1/4" MAX. TYP. ANCHOR TYPE, EMBEDMENTAND t, EDGE DISTANCE PER SUBSTRATE, SEE h TABLE A, SHEET 1 & NOTE 3, BELOW �l6 EMBEDMENT — Mw EDGE " DISTANCE"!, j q 1X OR 2X WOOD 6 / BUCKSTRIP, SEE ANCHOR / NOTE 3,SHEET I PLATE AT / EVERY / ANCHOR LOCATION i DETAIL A2 2X WOOD BUCKSTRIP OR INT02XVMOD FRAMING, SEE ANCHOR 19 NOTE 3, SHEET 1 TYP. ANCHOR TYPE, Wr9 EMBEDMENTAND EDGE DISTANCE PERSUBSTRATE, SEETABLE A, SHEET 1& NOTE3,BELOWEDGE 1/4" MAX. - EMBEDMENT DETAIL B1 ASTRAGAL FACING EXT. FRAME WIDTH REQUIRED IF DOOR HEIGHT IS OVER 96" O.C. DAYLIGHT �\ Is NrE�rROR OPENING 2s \`I\ — WIDTH DOTE 6, SHEET DETAIL C1 INTERLOCK SEE NOTE 6, THIS SHEET (4) THRU KEEPER @ 3.5- O.C., SEE SHEI DETAIL D1 INTO METAL 1/4" MAX. SEE NOTE 6, THIS SHEET 2s 1 I v THIS SHEET EMBEDMENT — L. _ _ _ _ _ � � #8 X 3/4" SMS REINFORCEMENT SCREW; 7 HORIZONTAL SECTION (XXX SHOWN) Ili PER STILE, LOCATED AT CENTERLINE AND 6", 9" & 12' FROM ENDS (FACTORY INSTALLED). DETAIL C2 ` DETAIL D2 ` ` DETAIL B2 INTERLOCK INTO MASONRY `_ ASTRAGAL ` _ FACINGINT. DAYLIGHT REQUIREDIFOOOR 21 HEIGHT IS OVER 96" EMBEDMENT 114" MAX. r Q OPENING WIDTH e1 o '".. EDGE INTERIOR 1 7 LL�� DISTANCE I 1 SEE NOTE 6, THIS SHEET .�• 28 R 25 27 _t 1 1 e U s3 z3 6 TYP. ANCHOR TYPE, I I b EMBEDMENT AND I� 2I 31 EDGE DISTANCE I I PER SUBSTRATE, SEE TABLE A, SHEET I I THRU KEEPER @ MAX 1 & NOTE 3, BELOW nnnun I EKTERIOR °O.C.,SEE SHEET 19 t �' L PANEL WIDTH CONCRETE/CMU PER ----J ASTRAGAL MAY BE HORIZONTAL SECTION (XO SHOWN) ANCHOR REQUIREMENT INSTALLED IN EITHER FIXED PANEL CLIP & INTERIOR OR NOTES ANCHORS, SEE EXTERIOR DIRECTION. 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES (SEE NOTE 6, THIS SHEET) DETAIL SHEET 19 ALL PARTS IDENTICAL. 2) REFER TO ANCHOR NOTES, SHEET 1. FORALLLOCKSTiLES, / 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR ASTRAGALS, FIXED 1 zs M VINYL SLIDING GLASS DOOR NOA (LM) $ 10/05/15 ANCHOR QUANTITIES, SEE TABLES 1 & 2. STILES AND 4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT ALL HORIZONTAL RAILS INSTALLATION, HORIZONTAL X-SECT. 1 & J ROSOWSKI FRAME ANCHOR LOCATIONS. 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON. ® L 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. ALL FOR B) NO CHANGES THIS SHEET. 03/23/20 REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF INTERLOCKS z7 z9 ONLY � � 1070 TECHNOLOGY DR THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS.` N. VENICE, FL 34275 7) SEE SHEET20 FOR SCREEN DETAILS. STANDARD HD (941)-480-1600 SGD-5570111 NTS 111 3 OF 21z MD-5570.0 6� B METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE EDGE DISTANCE EDGE DISTANCE a TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE,SEE TABLE A, SHEET 1 & NOTE 3, BELOW PRODUCT REVISED as complying with the Florida Building Code HOA-No. 20-0429.05 Expiration Date. 04/14/2021 Miami -Dade Product Control `'1t1Y LYN rr7'�., � 1cer..IV No. 58705 �0,�'.. ATE F �'',.5, ONAL I%, A LYNN MILLER. P.E. P.E.# 58705 DETAIL E1 INTO MASONRY 1X SUCKSTRIP CONCRETE/CMU PER ANCHOR REQUIREMENT 1/4" MAX. 63 ANCHOR PLATE AT EVERY ANCHOR LOCATION DAYLIGHT OPENING HEIGHT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET EDGE DISTANCE I~ 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 1/4" MAX. I 1X OR 2X WOOD BUCKSTRIP, SEE ANCHOR NOTE 3, SHEET 1 FOR LOCKSTILES, ASTRAGALS, FIXED STILES AND HORIZONTAL RAILS FRAMESEE HEIGHTNOTE ` 6, OTHISSHEET EXTEF 28 EMBEDMENT 1/4" MAX. DETAIL E3 INTO MASONRY CONCRETE/CMU PER EDGE %ANCHOR REQUIREMENT DISTANCE e (EMBEDMENT •,c: i 1M' MAX. DETAIL E4 INTO METAL j 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 1/4" MAX. ZJ / TYP. ANCHOR TYPE, EMBEDMENT AND /TYP. ANCHOR TYPE, EMBEDMENT AND / L 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, #8 X 39' 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 WITH EXACT DIMENSIONS. EXTERIOR — v a 26 OR 26 1/4" MAX. 33 GROUT AS a NEEDED, SEE 13 ANCHOR NOTE 5, SHEET 1 a Q 66 2 114" MAX. 121 o EMBED- �` EMBEDMENT EDGE MENT (STANCE EDGE TYP. ANCHOR TYPE, DISTANCE EMBEDMENT AND 2X WOOD BUCKSTRIP OR EDGE DISTANCE FRAMING, SEE ANCHOR CONCRETE/CMU PER SUBSTRATE, NOTE 3, SHEET 1 PER ANCHOR REQUIREMENT DETAIL F1 SEE TABLE A, SHEET 1 & NOTE 3, DETAIL F2 INIO MASONRY INfo WOOD THIS SHEET DLO WIDTH = NOM. PANEL WIDTH - 8-9116" DLO HEIGHT = DOOR HEIGHT-11-1116" PANEL HEIGHT= DOOR HEIGHT-2-1/2" REQUIRED POSITIVE DESIGN PRESSURE, .390 —1.1— SEE SHEETS .390 ---1 1- 1 71 7 & 8. .390 } ►{ 390 2.947 LI 2.370 #42 SHOWN I 1.793 I L 4.041� 42 #43.45 ALSO APPLY .823 2.887 y 3.464 917 L T U� .060 .060 .060 g 2-1/2" = TOTAL .060 »"� e o SILL HEIGHT SILL RISER SILL RISER SILL RISER SILL RISER 4z (2-1/2' TOTAL 43 (3-1/2" TOTAL O(4-1/16" TOTAL O(4-5/8" TOTAL SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 TYP. ANCHOR TYPE, INSTALLATION, VERTICAL X-SECT. f .- J ROSOWSKI EMBEDMENTAND EDGE DISTANCE ® B) NO CHANGES THIS SHEET. rc 03/23/20 PER SUBSTRATE, SEE TABLE A, 1070 TECHNOLOGY DR SHEET 1 & NOTE 3, N. VENICE, 0FL634275 (91)-100THIS SHEET SGD-5570 1 NITS 111 4 OF 21 Jill MD-5570.0 9 B acr. amnnnu xxx" PRODUCT REVISED as comp) Ing with the Florida Building Code NOA-No. 20-0429.05 Eapiratlon Date:0411412021 gy; 1sc,.? f. L�•.n.4 Mleml-Dade Product Control \� CENI Oo�gLYNNQ�f��`���/ No.56705jjj ;• `G j= �0�• VATE41 4U �lfiunll� A LYNN MILLER, P.E. EXTERIOR v 135° DETAIL G1 F+,F 135• INSIDE CORNER 1 � 135° MAX 18.5" O.C. y�— 1s (4) THRU KEEPER @ MAX 98 3.5" O.C., SEE SHEET 19 DETAIL G2 135• OUTSIDE CORNER 18.5" O.C. D (4) THRU KEEPER @ MAX Y 3.5. O.C., SEE SHEET 19 4 INTERIOR 11[ eTe>— EXTERIOR b ...1. 11111■—� � �� 18.5"O.C. EXTERIOR I \-/ 0 ---- \J \ O 41 90° o �._ DETAIL H1 MAX 18.5"O.C. ❑� 9a 90° d _ INSIDECORNER 40 EXTERIOR INTERIOR a1 0� L� (4) THRU KEEPER B9 EXTERIOR , 98 @ MAX 3.5. O.C., ,Tl, SEE SHEET 19 v 19 (� PRODUCT REVISED as complying with the Florida ®analog Code NOA-Mo. 20.0429.05 Expiration Date:04114/2021 MlarnHDade Product Control 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 1 & 2. �01 `jY LY//N����,, 3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, `�� ��O ,......., DEPENDING ON CONFIGURATION. �_ .•' 1,10ENSF'' NO. 58705 . 13 VINYL SLIDING GLASS DOOR NOA (LM) 8 10/05/15 = •o CORNER ASTRAGAL HORIZ. X-SECT. �m` J ROSOWSKI =?� '•. ® O� •. SATE F (V�� B) NO CHANGES THIS SHEET, 03/23/20 F�0RID?.. 1070 TECHNOLOGY DR "l,,, "ONAL N. VENICE, FL 34275 (941)480-1600 ' SGD-5570 NTS 1 5 OF 21 3° MD-5570.0 J B 0. LYNN MILLER, P.E REGISTRATIONA29296 m O p,E.i158705 ,�. DETAIL 11 DETAIL 12 OPTIONAL NOW INTO MASONRY INTOMASONRY STRUCTURAL ANCHORS FOR L �o Q EDGE CONCRETE/CMU INTERIOR POCKET INTERIOR 21 TYP. ANCHOR TYPE, EMBEDMENT PER ANCHOR et DISTANCE. REQUIREMENT JAMB +• 33 25 .8 AND EDGE DISTANCE PER SEE FIG 1, SUBSTRATE, SEE TABLE A, INTERIOR POCKETS MUST ao SHEET 1 &NOTE 3, BELOW THIS SHEEF o a FIGURE 1. INTERLOCKS AT POCKETS: INCLUDE ANON -STRUCTURAL, �. 10 q o ,+ FOR DOOR HEIGHTS 96" AND LESS: FRAME JAMB TO REDUCE THE m OPT. POSSIBILITY OF WATER 21 INFILTRATION. o ._�. ANCHOR 31 ae 01/4" MAX. to EMBEDMENT POCKET BY OTHERS, SEE r i. ": 17 OPT. " b ' ; .t OPT. NOTE 6 BELOW. 7 e 17 .. : ErtrtBEp:..,. •... Jj � ' MENT• EXTERIOR ;�x o FOR DOOR HEIGHTS OVER 96" OPT. In -I 1/4" MAX. ANCHORto 9TTYP. ANCHOR TYPE, EMBEDMENT EXTERIORL CONCRETE/CMU SEE FIG 1THIS SHEET 3130MAX. O.C. AND EDGE DISTANCE PER j EDGE PER ANCHOR SUBSTRATE, SEE TABLE A, SHEET 1 DISTANCE REQUIREMENT � d & NOTE 3, BELOW INTERIOR POCKET EXTERIOR POCKET 22 91 _ 21 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 EXTEERI v EXTERIOR POCKET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW 1CHOR EMBEDMENT 1!4" 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. M eT N. VENICE, FL 34275 (941)-480-1600 REGISxRATION029296 EDGE DISTANCE LJ •' 7• EXTERIOR b EXTERIOR POCKET _2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR NOTE 3, SHEET 1 OPT. ANCHOR DETAIL 14 INTO WOOD VINYL SLIDING GLASS DOOR NOA (LM) P-HOOK EXAMPLES, HORIZ. X-SECT. B) NO CHANGES THIS SHEET. as complying with the Florida Building Coda NOA-No. 20-0429.05 Expiration Date: 04/14/2021 By-. I Lx " 1. !_ 4+.._L. Mlarni-Dade Product Control `\gill ll lrllrl .`` ENV LY'NIV A, �, ,, 10/05/15 .' No.58705 ••: * _ ��7,If %D,n••. S TEO J ROSOWSKI \'••'�CORIOa.•'. 3t=2�0 llhrinn��� NTS IgI 60F21 10IjMD-5ALYp N MILLER, E#5505 P.E. TARLF 1 Design Pressure (DP) and Anchor Quantities Required, (for all appro%ed configurations on Sheet 2) Use this table for. Door Unit Height Glass Types 1, 1A. 3 or 3A 80" 84" 96" Astragal Reinforcement #29 68-15f16" DLO Height 72-15116" DLO Height 84-15/16" DLO Height Lockstile Reinforcement #25 or #26 Anchor Group Anchor Group Anchor Group Std. Interlock Reinforcement #27 A B C D A I B I C I D A B C I D Design Pressure +60/-60psf +60/-60psf +60/-60psf 24° 16-5/8" DLO Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 I C3+1 I C3+1 C3+1n8l 3+1 C3+1 C3+1 Width Jamb 5 5 5 5 5 5 5 55 5 5 P-hook 7 7 7 7 7 7 7 78 1 8 1 8 Design Pressure +60/-60psf +60/-60psf +60/-60psf 30° DLO 2LO Head/Sill C3+1 C3+1 I C3+1 I C3+1 C3+1 C3+1 I C3+1 I C3+1 C3+1 C3+1 C3+1 C3+1 Width Jamb 5 5 5 5 5 5 5 1 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/-60psf 36 2DL0" Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 r1 m Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 P-hock 7 7 7 7 7 1 7 7 7 8 8 8 8 Z Design Pressure +60 / -60 psf +60/-60 psf +60 / -60 psf 42" 345/8" DLO Head/Sill 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 8 8 8 8 Design Pressure +60/-60psf +60/50psf +60/-60psf Head/Sill C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 +1 C3 C5+2 C3+1 C3+1 C3+1 48" 40.5/8"' DLO Width Jamb 5 5 5 5 15 5 5 5 5 5 6 5 P-hook 7 7 7 1 7 h 7 U 7 1 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 81 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 MUST ALSO BE / CONSIDERED, SEE TABLE 81, THIS SHEET. f # 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 I Nom. Sill Height I Max. (+) DP Allowed None 1-11116" See Note 2 42 2-112" +38.7 psf 43 34/2" +60.0 psf 44 4-1116" +60.0 psf 45 45l8. +60.0 psf )70 TECHNOLOGY DR N. VENICE, FL 34275 FIG 1: = DOOR ASSEMBLIES (D 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 - 73/8" DLO HEIGHT= DOOR HEIGHT - 11-1/16" PANEL HEIGHT = DOOR HEIGHT - 2-1/2" PRODUCT REVISED as eo Wng with the Florida Beilding Code NOA-No. 20-0429.05 Expiration Date: 04/14/2021 By; Mlaml-Dade Product Control VINYL SLIDING GLASS DOOR NOA (LM) 41 119 10/05/V DP & ANCHOR QUANTITY TABLES J ROSOWSKI B) CORRECTED DLO WIDTH. rc 03/23/20 -AF- SGD-5570121 NTS111 7 OF 21 j$ MD-5570.0 141113 i��Nvc YsFf4l No. 58705 22 ��'•� � �O� .. 7/{TF. F [V /QVAL F A LLd11 AAILLE�R. RE P.E.i# 58705 TABLE 2: Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheet 2) Use this table for. Door Unit Height Glass Types 2 or 4 80" 84" 96" 108" 120" Astragal Reinforcement #29 68-15/16" DLO Height 72-15/16" DLO Height 84-15116" DLO Height 96-15/16" DLO Height 108-16/16" DLO Height Lockstile Reinforcement #25 Anchor Group Anchar Group Anchor Group Anchor Group Anchor Group HD Interlock Reinforcement #28 A I B I C I D A I B I C D A I B I C I D A B C D A I B I C D Design Pressure +100/400ps/ +100/-100psf +100/-100psf +60/-65psf +60/-65psf 24" 16-5/8" DLO Head/Sill C3+1 C3+1 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 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 1 16 Design Pressure +100/-100psf +100/-100psf +100/-100psf +60/-65psf +60/-65psf 30" 22LO DLO Head/Sill C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 I C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 Width Jamb 5 5 5 5 5 5 6 5 5 5 7 5 6 6 6 6 6 !�6 6 6 P-hook 7 7 7 7 7 7 7 7 B 8 8 8 9 9 9 9 10 10 10 Design Pressure +100/400psf +100/-100psf +100/-100psf +60/-65psf +60/-65psf 36" 28-5/8• DLO Head/Sill C5+2 C3+1 I 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 t g P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 Design Pressure +100/-100psf +100/-100psf +100/-100psf +60/-65psf +60/-65psf 42" 345/8" DLO 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 C5+1 C3+1 o - � Width Jamb 5 5 7 5 5 5 7 5 5 5 8 5 6 6 6 6 6 6 7 6 E P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 Z Design Pressure +100 / -100 psf +100 /-100 psf +92 / -92 psf • +60 / -65 psf +60 / -65 psf 48" 40-5/8" DLO Head/Sill C5+2 (35+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 9 5 6 6 7 6 6 6 8 6 P-hook 7 7 7 7 7 7 8 8 8 8 9 9 9 9 9 9 10 10 10 10 Design Pressure +80/-80psf +80/-80psf +80/-80psf +60/65psf +54.1 / -58.7 psf 54" 46-5/8" DLO Head/Sill C5+2 C3+2 CS+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C5+2 1 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 Jamb 5 5 6 5 5 5 7 5 5 5 6 6 8 6 6 6 8 6 Width �C5+UC3+2 P-hook 7 7 7 7 7 7 7 7 8 8 9 9 9 9 10 10 10 10 Design Pressure +80 /-80 psf +80 /-80 psf +80 / -80 psf +59.1 / -64 psf +49.6 / 53.7 psf 60" 52-5/8" DLO Head/Sill CS+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 CS+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 Jamb 5 5 6 5 5 5 7 5 5 5 8 5 6 6 8 6 6 6 8 6 Width P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 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 34275 6) SEE SHEETS 11-16 FOR ANCHOR LOCATION & 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 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 as Hying with the Florida Betiding Code NOMMo. 20-0429.05 Expiration Date: 04/14/2021 FIG 1: Br. 11-.-. r. /,".,.. OH LENGTH Mlaml-Dade Product Control i DOOR ASSEMBLIES INSTALLED WHERE THE ru OVERHANG (OH) LENGTH IS EQUAL TO OR GREATER THAN = O THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. TABLE 132: Water -Limited (+) Design Pressure Sill Riser Nom. Sill Height I Max. (+) DP Alloxed None 1-11/16" See Note 2 42 2-1/2" +38.7 psf 43 3-112" +60.0 psf 44 4-1/16" +80.0 psf 45 4-5/8" +100.0 psf DLO WIDTH = NOM. PANEL WIDTH - 7-3/8" DLO HEIGHT = DOOR HEIGHT-11-1/16" PANEL HEIGHT= DOOR HEIGHT - 2-112" VINYL SLIDING GLASS DOOR NOA (LM) 8 10/05/15 DP & ANCHOR QUANTITY TABLE o J ROSOWSKI B) CORRECTED DLO WIDTH. 0 03/23/20 a8 SGD-5570 NTS j 8 OF 21 RQMD-5570.0 9 B ``��rr��i�irrrr w LYN/(/ "A No.58705 •� G= TATE OF 70NAL"1111111rEN� A LYNN MILLER. P.E. P.E.058705 EXAMPLE: 4 3-PANEL, 3 TRACK, STRAIGHT CONFIGURATION - PXXX, INTERIOR MOUNT POCKET, 48" X 84" NOM. PANELS, FRAME JAMB REQUIRED HEAD SPLICE INTERIOR @ INTERIOR POCKETS 6 I- CENTERLINE OF INTERLOCK I CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL j` OF INTERLOCK ANCHOR INFORMATION. LAMINATED, IG GLAZING, ANCHOR GROUP A IN WOOD SUBSTRATE, CENTERIJMAX. LINE I CEN .NE PROJECT DESIGN PRESSURE REQUIRED: +48.21-58.6 PSF �OFPANAIEEL I f'-CENTEROF OPT. ANCHI TO AID ALIGNME EXT L POCKET BY OTHERS, SEE NOTE 6, SHEET6 ERIOR POCKETBY OTHERS,SEE NOTE 6, SHEET6 I SPLICE NOTE: NON-STRUCTURAL ANCHORS MAY BE ADDED IN -FIELD AS NEEDED TO ALIGN THE HEAD OR SILL IF A SPLICE OCCURS WITHIN A POCKET. SHEET 12 „C3'CLUSTER, SHEETI2 SEE POCKET JAMB INSTALLATION ON SHEETS L SPLICE INTERIOR 6" CENTERLINE MAX. I OFPANEL 1 SHEET 12 °C3' CLUSTER, SHEET 12 HEAD ANCHORAGE DETAILS PXXX (3-TRACK) CENTERLINE OF INTERLOCK {,CENTERLINE I OF PANEL 2 25-318' MAX. I 6' "+2"ANCHORAGE, �1 MAX. SHEET I2 END ANCHORAGE EXTERIOR (MIN. 1 ANCHOR) ID I CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL F INTERLOCK ANCHOR INFORMATION. CENTERLINE OF PANEL 3 / 253/6"MAX. I-f—� "+2"ANCHORAGE, 6" ANCHORAGE, J/ T 11 SHEET II "C3°CLUSTER, SHEET II "+2"ANCHORAGE, J// 'C3•CLUSTER, SHEET II MAX. EXTERIOR 12" MAX. 21.6 MAX. FRAME JAMB SHEET 11 SEE POCKET JAMB SHEET 11 END ANCHORAGE (MIN. 1 ANCHOR) O.C. REQUIRED@ INSTALLATIONON SILL ANCHORAGE DETAILS INTERIOR POCKETS SHEETS 1) KNOWING THE PRODUCTS REQUIREMENTS, SCAN THROUGH TABLES 1 & 2 PXXX (3-TRACK) PRODUCT REVISED FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF BBuilcomplying n8 e d �v1� the Florida +48.2/-58.6 AT A NOM. PANEL SIZE OF 48" X 84". FROM TABLE 1, SHEET 7, THE END PANEL ANCHOR EXCEPTION: NOA-No. 20-0429.05 DESIGN PRESSURE IS +601-60 WHICH EXCEEDS THE PROJECT DESIGN DISTANCE TO NEXT CLUSTER Expiration Data: 04/14/2021 PRESSURE REQUIREMENTS. TO BE 25-318, D.C. OR LESS By-_ 1s1--7 FOR WOOD INSTALLATION USING ANY Head/Sill C3+2 Miami -Dade Product Control ANCHOR IN GROUP A (SEE TABLE A), TABLE I Jamb 5 1 SHOWS ANCHOR REQUIREMENTS OF: I P-hook 7 2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON: 6" MAX• 6' MAX. HEAD (CLUSTER ANCHORS): SHEET 12 FOR THE "C3" CLUSTER ANCHORS AT CENTERLINE OF END PANEL orr. ANCHOR THE INTERLOCK/ASTRAGAL. FOR SILL (SHOWN) AND HEAD, ANCHORS AT THE TOIN TO AID IN HEAD (INTERMEDIATE ANCHORS): SHEET 12 FOR THE "+2 ANCHORS AT THE - MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE AU MIDSPAN OF EACH PANEL. O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER P-HOOK JAMB SILL (CLUSTER ANCHORS): SHEET 11 FOR THE "CT' CLUSTER ANCHORS AT 25-3/8", OTHERWISE ANCHORS ARE NOT REQUIRED AS 11t 11 I I I II11j ANCHORAGE ANCHORAGE THE SILL�NTERMEDIATE ANCHORS): SHEET 11 FOR THE "+2 ANCHORS AT THE PER THE FIGURE ABOVE: Op1Y LYE//l/ DETAILS DETAILS MIDSPAN OF EACH PANEL. •.F� � Q•; FOR JAMB: 5 ANCHORS, SHEET 13 FOR GEN. LAYOUT. VINYL SLIDING GLASS DOOR NOA (LM) d 10/05/15 ;' No. 58705 ^ PRODUCT REFERENCES, ALSO SEE: A) SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT P-HOOK: 7 ANCHORS, SHEET 13 FOR GENERAL = G LAYOUT. STRAIGHT DOOR EXAMPLE 4• J ROSOWSKI 'D ' LOCATIONS OF CROSS-SECTION DRAWINGS. B) SHEET 10 FOR SPECIFIC GLAZING TYPES. 3) INSTALLATION DETAILS INTO WOOD CAN ® B) NO CHANGES THIS SHEET. a 03/23/20STATE F C) SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES, 13E FOUND ON: �S, '' • oRIO?•' D) SHEETS 4 & 18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD & SILL: SHEET 4 1070 TECHNOLOGY DR a� �''�,S70NAL E) SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB: SHEET 3 N. VENICE, FL 34275 ,I"111 1 1 01 F) SHEET 21 FOR A BILL OF MATERIALS. P-HOOK: SHEET 6 (941)-480-1600 B SGD-5570 NTSIII 9 OF 21 0 MD-557D.0 i } g A LYNN MILLER, P.S.REGISTRATIONO2O P.E.#58705 7/16" NOM. 3/16" HSGLAS .090" PVI 3/16" ANN GLASS aEXTERIOR — PRODUCT IS "EXTERIOR - GLAZED" IF #80-81 IS TOWARDS THE EXTERIOR. I I INTERIOR I PRODUCT IS "INTERIOR- I GLAZED"IF#8D-811S TOWARDS THE INTERIOR SEE NOTE Z l/ THIS SHEET GLASS TYPE 1 r 7/16" NOM. 3/16" HS GLASS .090" PVB PAINTED/ 3/16" HS GLASS- MINATED / SURFACE e9 oR et �!1 a EXTERIOR ,—— \I PRODUCT IS'EXTERIOR- 7/8"NOM. GVIZED'IF#80-811S I GLASS TOWARDS THE EXTERIOR BITE I aINTERIOR I N IS I 79 GRLAZED'IF#80.81 SIOR- TOWARDS THE INTERIOR 85 SEE NOTE THIS SHEET GLASS TYPE 1A PAINTED/ LAMINATED SURFACE aEXTERIOR I PRODUCT IS'EXTERIOR- 7/8" NOM. GLAZED" IF#80-81 IS GLASS TOWARDS THE EXTERIOR. I BITE I I \T a INTERIOR I I \ ^ PRODUCT IS "INTERIOR- 79 GLAZEO"IF#80$11S I TOWARDS THE INTERIOR II 85 SEE NOTE Z J THIS SHEET 7/16' NOM. 3116" HS GLASS .090" SG 3/16" HS GLASS - 3/16" HS GLASS- �--- .090" PVB- 3/16"ANN GLASS - 7/16" AIR SPACE - 3/16" T GLASS - PAINTED/ LAMINATED SURFACE OOR 83 aEXTERIOR \ PRODUCT IS-EXTERIOR- D7/8' NOM. GLAZED" IF#82-831S I GLASS TOWARDS THE EXTERIOR BITE I aINTERIOR PRODUCT IS "INTERIOR- 79 GLAZED' IF#82-831S TOWARDS THE INTERIOR. 85 SEE NOTE 2, J THIS SHEET GLASS TYPE 2 SILICONE HOT -MELT BUTYL STRUCTURAL 1-1/16" NOM. STRUCTURAL SILICONE 3/16° NOM. 3/16" HS GLASS 3/16" HS GL POLYISOBUTYLENE 1/4" NOM. FOAM .090" PVB .090" VIATH WITH DESICCANT DESICCANT 3/16" HS GLASS 75 76 3/16° HS GU EXT. GLASS EXT. GLASS 7/16" AIR SPACE Tr 78 7/16" AIR SPF 3/16" T GLASS—,, 3/1V T GU 75 KODISPACE 0 4SG TPS BUTYL S DESICCANT FOAM EXT. GLASS � ASS ql_�INT. GLASS a EXTERIOR PRODUCT IS "EXTERIOR- I SUPER 7a GLAZED" IF #82-83 IS TOWARDS THE EXTERIOR. I SPACERU NXTTN I aINTERIOR • PRODUCT IS "INTERIOR- I POLYISO- DESICCANT FILL AREA GLAZED"IF#82-831S BUTYLENE TOWARDS THE INTERIOR. 5/16" NOM. SEAL 5116" NOM. II SILICONE SEAL SEE NOTE 2, J ROLL -FORMED _ THIS SHEET STAINLESS STEEL EXT. GLASS— G(�l/ DINT. GLASS C(U/ DURASEA0 - 78 XL EDGE7 n T° SPACER SPACER PAINTED/ LAMINATED 82 OR 83 SURFACE aEXTERIOR \ PRODUCT IS 'EXTERIOR- 7/8 NOM. D GLAZED" IF #82.83 IS I GLASS TOWARDS THE EXTERIORI BITE I aINTERIOR PRODUCT IS "INTERIOR- 7 9 GLAZED"IF#82-831S TOWARDS THE INTERIOR. ee SEE NOTE Z THIS SHEEr GLASS TYPE 3A NOTES: 1) BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. 2) PRODUCT MAY BE EITHER GLASS 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 (941)-480-1600 REGISTRA17ON029296 ---i 14/16" NOM. I- — / PAINTED/ LAMINATED SURFACE D 7GIASS 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"SENTRYGLAS®INTERLAYER 75 76 BY KURARAY AMERICA, INC. n 78 PRODUCT REVISED PAINTED/ as wmplying wiDt tho Fterlda LAMINATED Building C e SURFACE NOA No 20-0429.05 Euplratlon Date: 04/14/2021 \ Br D 7/8" NOM. Mlami-Dade Product Control GLASS BITE GLASS TYPE 4 VINYL SLIDING GLASS DOOR NOA (LM) GLAZING DETAILS B) NO CHANGES THIS SHEET. A LYNN MILLER P E \�111I,�II;rrrr MLYNMz ,�: Ice ��N � tea. •.� T} No.58705 =� ..� �` �O�'.• TATE F 4` 10/05/15 J ROSOWSKI 42 03/23/20 i ••. �CORIDI'..•'-\�� '%s /01VAL e���. NTS 10OF.21 9� MD-5570.0 rc� B P.E#58705 � SILL CLUSTER ANCHORS LAYOUT: ASTRAGALOR INTERLOCK CENTERLINE 4 EXTERIOR 10, 2-TRACK CLUSTER'C3" ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4'- EXTERIOR —►I 3.22" 3-TRACK CLUSTER"C3• ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4" a EXT{ERyIOR 3.22" v - 4-TRACKCLUSTER "C3" ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE o 4n 0 EXTERIOR 15 2-TRACK CLUSTER'CS" ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4" 0 0 EXTERIOR 3.22" 3-TRACK CLUSTER"C5" ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4" o EXTTEERIIOR v 4-TRACK CLUSTER "C5' ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375"M2.375- FOR ALL SILLS: FIGURES PERTAIN TO THE FOLLOWING SILL CLUSTER ANCHOR LOCATIONS: SILL 1'+I' INTERMEDIATE ANCHORS LAYOUT: PANEL CENTERLINE EXTERIOR v 2-TRACK INTERMEDIATE "W ANCHOR LOCATION PANEL CENTERLINE EXTERIOR ID 3-TRACK INTERMEDIATE "+1"ANCHOR LOCATION PANEL CENTERLINE - EXTERIOR 4 TRACK INTERMEDIATE "-I"ANCHOR LOCATION "ke:Tiffil N. VENICE, FL 34275 PANEL CENTERLINE 4" EXTERIOR v 2-TRACK INTERMEDIATE .+2' ANCHOR LOCATIONS PANEL PANEL CENTERLINE EXTERIOR4-TRACK INTERMEDIATE "'2" ANCHOR LOCATIONS v CENTERLINE 4" muz EXTERIOR v 3-TRACK INTERMEDIATE •+2"ANCHOR LOCATIONS FIGURES PERTAIN TO THE FOLLOWING SILL INTERMEDIATE ANCHOR LOCATIONS Head/Sill +1 Jamb 5 P-hook 7 VINYL SLIDING GLASS DOOR NOA (LM) ANCHOR LOCATIONS A 11 B) NO CHANGES THIS SHEET. SGD-5570 1 NTS 111 11 OF 21 PANEL CENTERLINE 4" EXTERIOR V 2-TRACK INTERMEDIATE "+3. ANCHOR LOCATIONS PANEL CENTERLINE 4" EXTERIOR 3.22" 15 3-TRACK INTERMEDIATE "+3" ANCHOR LOCATIONS 4-TRACK INTERMEDIATE "+3' ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK W2-3761 DISTANCE IS 2.375" FOR ALL SILLS: SI 110/05/15 J ROSOWSKI aA 03/23/20 MD-5570.0 PRODUCT REVISED ae wmpng with the Florida Building ode NOA-No. 20.0429.05 Expiration Date.04114/2021 Br- 15 --7 1. L 4..a-- Mla nt-Dade Product Control J�IIIIIUI�1j� -+� No.58705 SATE F 701I VAL0,0, � A. LYNN MILLER, RE P.E#58705 HEAD CLUSTER ANCHORS LAYOUT: ASTRAGAL OR INTERLOCK 4" CENTERLINE EXTERIOR 2-TRACK CLUSTER'C3• ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK-74" CENTERLINE EXTERIOR lu 2-TRACKCLUSTER'C5' ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCK INTERLOCK CENTERLINE 4„ CENTERLINE 4„ EXTERIOR 3.22" EXTERIOR —+•I 3.22" 3-TRACK CLUSTER'C3" 3-TRACK CLUSTER"CS" ANCHOR LOCATIONS ANCHOR LOCATIONS ASTRAGAL OR ASTRAGALOR INTERLOCK _ INTERLOCK — CENTERLINE 4" CENTERLINE 4° EXT�+TE-1RyIOR 3,22" EXTrTE-IRyIOR 3.22" v 4-TRACK CLUSTER v 4-TRACK CLUSTER •C3•ANCHOR LOCATIONS "CS"ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375"W2.3751. FOR ALL HEADS: HEAD'W' INTERMEDIATE ANCHORS LAYOUT: PANEL CENTERLINE EXTERIOR v 2-TRACK INTERMEDIATE •+1• ANCHOR LOCATION PANEL CENTERLINE EXTERIOR 3-TRACK INTERMEDIATE 1/ "+1• ANCHOR LOCATION PANEL CENTERLINE EXTERIOR 4-TRACK INTERMEDIATE '1' ANCHOR LOCATION 1070 TECHNOLOGY DI N. VENICE, FL 34275 (941}480-1600 PANEL CENTERLINE 4" t EXTERIOR V 2-TRACK INTERMEDIATE '+2" ANCHOR LOCATIONS PANEL CENTERLINE 4.75" EXTERIOR �, 3-TRACK INTERMEDIATE I/ °+2• ANCHOR LOCATIONS PANEL CENTERLINE EXTERIOR 4-TRACK INTERMEDIATE •+2• ANCHOR LOCATIONS VINYL SLIDING GLASS DOOR NOA (LM) ANCHOR LOCATIONS B B) NO CHANGES THIS SHEET. SGD-5570111 NTS 12 OF 21 PANEL 4n CENTERLINE EXTEnRI IR V 2-TRACK INTERMEDIATE '+3• ANCHOR LOCATIONS PANEL CENTERLINE 4" EXTERIOR 3-TRACK INTERMEDIATE ID +3' ANCHOR LOCATIONS CENTERUNE 4" ERIOR 4-TRACK INTERMEDIATE"*3' ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375" W2-375" FOR ALL HEADS: PRODUCT REVISED as eompying Building Codo with the Flerlda HOA-No. 20.0429.OS Expiration Date: 0411412021 10/05/15 B-- MIamFDade Product Control 9:Ta1Y61Td,m31 c8103/23/20 MD-5570.0 `1IIInIIII�� 0A,( LYNN i No.56705 ' . S � .� �''"� ;0NAL A LYNN MILLER. RE P.E.#58705 P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT, (PARTIAL VIEW): FIGURES PERTAIN TO THE FOLLOWING JAMB ANCHORLOCAMONS: -� r- 2.375" r— 4.75" 7.125" Mw 6" MAX. HeadlSill C3+1 21.6" 21.6' Iamb 5 MAX. MAX. P-hook 7 O.C. EXTERIOR O.C. EXTERIOR OPT. ANCHOR TO AID IN ALIGNMENT NOTES: 1) STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS, ANCHORS MAY 6" 6" BE LOCATED IN ANY ADJACENT TRACK MAX MAX (SIMILAR TO THE 2-TRACK JAMB) AS REQUIRED TO MEET MIN. EDGE DISTANCE CONSTRAINTS. IN CASE OF AN ODD I 3-TRACK FRAME I 4-TRACK FRAME NUMBER OF ANCHORS THE MAJORITY MAY JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS BE TOWARD THE INTERIOR OR EXTERIOR. OPT. ANCHC TO AID ALIGNMEP_ . NOTES: 1) SEE TABLES 1 & 2 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P-HOOK. FIGURES PERTAN TO THE FOLLOWING POCKETJAMS `L Y U a a Head1SIII C3+1 Jamb 5 P-hook 7 21.6" MAX. O.C. EXTERIOR 6" MA�X.� I 2-TRACK FRAME JAMB (3) WEEP NOTCHES PER END @ 1" X .500" (3) TRACK WEEP HOLES EVERY 24" @ 1.125" X .190"; (1) WEEP NOTCH EVERY 24" @ 1.375" X .500" JAMB (4) WEEP NOTCHES PER END @ 1" X .500" (6) TRACK WEEP HOLES \\ EVERY 24" @ 1.125" X.1 90"; (1) WEEP NOTCH EVERY 24" @ 1.375" X .500" SILL WEEPHOLE LAYOUT (2, 3 & 4 TRACKS) 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 REGISTRATIONM2MS VINYL SLIDING GLASS DOOR NOA (LM) ANCHOR LOCATIONS C B) NO CHANGES THIS SHEET. JAMB - (5) WEEP NOTCHES PER END @ V X .500" SILL TRACK WEEP HOLES ER EVERY 24" @ 1.125" X .190"; (1) WEEP NOTCH EVERY 24" @ 1.375" X .500" PRODUCT REVISED ``ttttllllrrr�� na �ompig g with the Florida Bullding lode `� .`� • •' "' • •. 1/� �� ND/ -No. 20-0429.05 ; •-ICENg` •, (�� Enpiratlon Date., 04/1412021 No. 58705 � 10/05/15 DY- _-_ Mlnml-Dade Product Control - r� '. R; J ROSOWSKI �b ;O�'. ATE - a 03/23/20 ��` ZORIOX �ONAL �� �rrlllllttt NTS 13 OF 21 3 MD-5570.0 $ B A LYNN MILLER. RE a P.E.058705 HEAD 90° CORNER. CLUSTER ANCHORS LAYOUT: 4" 4" I EXTERIOR 2-TRACK 90' CORNER n 'C4' ANCHOR LOCATIONS v (USE WHERE'C3' IS SPECIFIED) EXTERIOR 3-TRACK 90* CORNER "CC ANCHOR LOCATIONS (USEWHERE-C3' IS SPECIFIED) 1 F1 M M F1 1 4-TRACK 90* CORNER EXTERIOR "CO ANCHOR LOCATIONS (USE WHERE'C3" IS SPECIFIED) AIN TO THE FOLLOWING Rr CORNER 90" Head/Sill C3 1 Jamb 5 P-h00k 7 2-TRACK 90' CORNER ERIOR 'C6'ANCHOR LOCATIONS ,D (USE WHERE "CS" IS SPECIFIED) 3-TRACK 90"CORNER v "CV ANCHOR LOCATIONS (USE WHERE -CS' IS SPECIFIED) SILL 90° CORNER CLUSTER ANCHORS LAYOUT: 4 I 2-TRACK 90' COI EXTERIOR "C4' ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) v 3-TRACK 90* CORNER EXTERIOR 'C4"ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) 15 4" o 4-TRACK 90°CORNER EXTERIOR EXTERIOR °CB' ANCHOR LOCATIONS ID 4-TRACK 90°CORNER n (USE WHERE -05'IS SPECIFIED) "CV ANCHOR LOCATIONS v` (USE WHERE "C3' IS SPECIFIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. f 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. L 3) TRACK -TO -TRACK DISTANCE IS 2.375" 2.3751, 2.375" 4" 4" I 2-TRACK 90' CORNER EXTERIOR "C5'ANCHOR LOCATIONS (USE WHERE "CS" IS SPECIFIED) FIGURES PERTAINTO THE FOLLOWING 99' CORNER SILL ANCHOR LOCATIONS: u ° Head/Sill 1 Jamb 5 P-hook 7 PRODUCT REVISED US comp ng with the Florida "911 Building ode NOA-No. 20-0429.05 . Expiration Date: 04/14/2021 gy, Ise--� hGb+"-�•. o 3.11 Mlaml-Dada Product Control 3-TRACK 90* CORNER EXTERIOR "CS' ANCHOR LOCATIONS 15 (USE WHERE'C5' IS SPECIFIED) ITIFIM 1070 TECHNOLOGY DR FOR ALL HEADS AND SILLS: N. VENICE, FL 34275 (941)-48D-1600 REGISTRATIONfl29298 �� •i NO. 58705pz - __ b3.2Z' 4-TRACK 9W CORNER EXTERIOR is'0NAL\. E����\ ' / 'C6" ANCHOR LOCATIONS //!l1 (USE WHERE 'CS' IS SPECIFIED) A LYNN MILLER, P.E. P.E.# 58705 ' VINYL SLIDING GLASS DOOR NOA (LM) a 10/05/15 ANCHOR LOCATIONS O & J ROSOWSKI B) NO CHANGES THIS SHEET. iia 03/23/20 NTS III 14 OF 21 loll MD-5570.0 HEAD 135° CORNER CLUSTER ANCHORS LAYOUT: ZA 2-TRACK 135' CORNER "C4" ANCHOR LOCATIONS (USE WHERE'C3' IS SPECIFIED) 4" 3-TRACK 135' CORNER 'C4' ANCHOR LOCATIONS (USE WHERE -C3° IS SPECIFIED) oO'4" LIM V EXTERIOR EXTERIOR 4-TRACK 135' CORNER 'C4" ANCHOR LOCATIONS (USE WHERE'C3' IS SPECIFIED) 135" Head)Sill 1 Jamb 5 P-hook 7 2-TRACK 135'CORNER "CS' ANCHOR LOCATIONS (USE WHERE'C5- IS SPECIFIED) EXTERIOR V 3-TRACK 135' CORNER 'CV ANCHOR LOCATIONS (USE WHERE'C5- IS SPECIFIED) FIGURES PERTAIN TO THE SILL 135' CORNER CLUSTER ANCHORS LAYOUT: FOLLOW G135-CORNERSILL ANCHOR LOCATIONS: 135" '4"044" Head/SillC3 1Jamb 5EXTjER�IOR 4„ EXTERIOR P-hook 1 2-TRACK 135' CORNER (l 2-TRACK 135' CORNER V 'C4' ANCHOR LOCATIONS 'CO' ANCHOR LOCATIONS (USE WHERE -C3- IS SPECIFIED) (USE WHERE -05' IS SPECIFIED) —rI Ir— 3.22" V 3-TRACK 136' CORNER 'C4' ANCHOR LOCATIONS (USE WHERE-C3- IS SPECIFIED) 4" EXTERIOR 4-TRACK 135" CORNER v 4-TRACK 135' CORNER "C6' ANCHOR LOCATIONS (USE WHERE 'CS' IS SPECIFIED) 'CWANCHOR LOCATIONS (USE WHERE 'Cr 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" 1 2.375"§24375" FOR ALL HEADS AND SILLS: 4" c 4„ PRODUCT REVISED as comp Ing Be ilding ode w th the Florlda HOA-Mo. 20-0429.05 Expiration Date.- 04/14/2021 IXTJE�RIIOR By1_ 1.!_ 4+--1. 3 22" J-1 Mlami-Dado Product Control 3-TRACK 135' CORNER '06" ANCHOR LOCATIONS (USE WHERE'C5' IS SPECIFIED) 1 4" LYNN ''.. - 4„ = rti .: NO. 58705 ., y EXTERIOR EXTERIOR -v.L %�Of, o ATE F •' ((7�` '4-RACK 1 5* CORNER S TONAL CB7ANCHOR LOCATIONS (USE WHERE'CS' IS SPECIFIED) r r 1 1 1 1 111 A. LYNN MILLER, P.E. P.E#58705 VINYL SLIDING GLASS DOOR NOA (LM) 8 10/05/15 ANCHOR LOCATIONS E 1t J ROSOWSKI ® B) NO CHANGES THIS SHEET. � j 03/23/20 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 SGD-5570 NTS _ 15OF21 RU MD-5570.0 $ B REGISTRATIONH29296 HEAD SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT Coil INTERLOCK OR ASTRAGAL: 11--PERTAINTOTHEFOLLowING SPLICED SILLANCHOR LOCATIONS: SPLICE LOCATION 4" EXTERIOR 15 2-TRACK SPLICE °C4' ANCHOR LOCATIONS (USE WHERE-C3' IS SPECIFIED) SPLICE LOCATION 4.75" EXTIE-IRIOR 4" r y 3-TRACK SPLICE v "C4" ANCHOR LOCATIONS (USE WHERE'C3" IS SPECIFIED) IXTERI( 15 4-TRACKSPLICE "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) FIGURES PERTAIN TO THE FOLLOWING SPLICED HEAD ANCHOR LOCATIONS: Head/Sill I W 1 Jamb 1 5 P-hook 7 SPLICE LOCATION 4" EXTERIOR 3.22" v 2-TRACK SPLICE 'C6°ANCHOR LOCATIONS (USE WHERE "CS' IS SPECIFIED) SPLICE LOCATION 4" EXTERIOR 3-TRACK SPLICE 15 "06' ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) 4-TRACK SPLICE °C6" ANCHOR LOCATIONS (USE WHERE-05" IS SPECIFIED) SPLICE LOCATION 4" ]I o EXTERIOR 2-TRACK SPLICE ANCHOR LOCATIONS (USE WHERE 'CT IS SPECIFIED) SPLICE LOCATION 4" 0 EXTERIOR 3.22" n 3-TRACK SPLICE -C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) SPLICE LOCATION 0 EXTERIOR 3.22" 4-TRACK SPLICE "C4" 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 OFF A PA POCKjjjET, SEE THE EXAMPLE ON SHEET 9. 3) TRACK-TO-TRACKIS2.375"E �l DISTANCE IS 2.375" FJjl 2_.3(75" ��:2-3751. 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. SPLICE LOCATION 4" o EXTERIOR 2-TRACK SPLICE ID °C6" ANCHOR LOCATIONS (USE WHERE -CS' IS SPECIFIED) SPLICE LOCATION 4" 0 EXTERIOR 4' n 3-TRACK SPLICE v` "C6'ANCHOR LOCATIONS (USE WHERE "C5' IS SPECIFIED) SPLICE LOCATION t4"EXTERIOR, 4-TRACKSPLICE "C6' ANCHOR LOCATIONS (USE WHERE "CS IS SPECIFIED) LHead/Sill C3 1 Jamb 5 P-haok 7 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20"0429.05 Expiration Data: 04/14/2021 By.— 1 sl-,-7 1. G/--+.. MIam4Dada Product Control .� No.58705 / 'O/VAL l%I,\ A LYNN MILLER, RE P.EC 58705 VINYL SLIDING GLASS DOOR NOA (LM) a 10/05/15 ANCHOR LOCATIONS F ma J ROSOWSKI ® a 1070 TECHNOLOGY D N. VENICE, FL 34275 B) NO CHANGES THIS SHEET. za 03123/20.1 NTS 111 16OF21 138-$1 MD-5570.0 PANEL'S RIGHT STILE TYPE PANEL TYPES SINGLE INTERLOCK SINGLE INTERLOCK FIXED LOCKSTILE ASTRAGAL ASTRAGAL OUTSIDE 90' ASTRAGAL INSIOE90° ASTRAGAL OUTSIDE135- ASTRAGAL INSIDE 135° ASTRAGAL INTERIOR OR OUf IN STILE WMANDLE BOX OUT BOX IN RECEIVER RECEIVER RECEIVER RECEIVER EXTERIOR GLAZED SINGLE INTERLOCK F PP K L L TC TA TV TW OUT I =am MOM SINGLE INTERLOCK 8 E P A C C SC SA SV SW I.LI IN feoxarry IearM FIXED STILE RR R S S FC FD FV FW (sazo9D (eonM Lu J LOCKSTILE w/RANDLE D M J J (eoxoVq xemxM ASTRAGAL BOX OUT LR T U ASTRAGAL BOX IN N T U w J co — OUT. go - ASTRAGAL CT CS CF w RECEIVER RECEIVER AT AS DF aASTRAGAL RECEIVER OUT. 1 ASTRAGAL ■ S V ■ V�F RECEIVER IN. 13SAL ASTRAGF WT {\! W"' W RECEIVER LEFT RIGHT PANEL PANEL STILE STILE PANEL TYPE "I" SHOWN. SCREEN PANEL TYPES DOUBLEASTRAGAL INTERLOCK �Rvnrv�.�L.t_ DOUBLE m LOCKSTILE 0� INTERLOCK JLOCKSTILE ASTRAGAL SD SINGLE DOUBLE INTERLOCK INTERLOCK DOUBLE A INTERLOCK LOCKSTILE UASTRAGALnnnrvi_,� LOCKSTILE DSC DOUBLE SINGLE IMERLOCK INTERLOCK PRODUCT REVISED as Complying with the Florida Building Code NOA-Mo. 20-0429.05 Expiration Date: 04/14/2021 By._ 1.- 7 I. Z/—, ._ MlamFDade Product Control PANEL NOTES: 1) SEE DP/ANCHOR TABLES 1 & 2, SHEETS 7-8 FOR PANEL SIZES & DESIGN PRESSURE. ��`` ���`,ce �S^,?9/� 2) PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 _ e No. 58705 NOT AVAILABLE. 3) MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60". J�T PANEL TYPES &1 J ROSOWSKI = ` : 0 g rc B) CORRECTED "E" PANEL TYPE NAME. .g 03/23/20 �J .• Vim; �O�•.. ATE F !V` 4) PANEL TYPE MAY BE EITHER EXTERIOR (STANDARD) OR INTERIOR GLAZED, BOTH 1070 TECHNOLOGY DR rc� % (n '• c<ORIDP.•' ' SS/ """ N?.`� TYPES QUALIFIED BY THIS APPROVAL, SEE DETAILS SHEET 10. N. VENICE, FL34275 �i,�IONAL C`� (941)�80-1600 SGD-5570 NTS 17 OF 21 1011 MD-5570.0 �� B a LVPlE# 705, P.E REGISTRATION 929296 5.875- 10.635 I 540 r •Z91 .061 100 .125 iwr� .550 .500 J ❑ ❑ 1.612 1.681 � 062930 p 1. 228 �100 Lj&� �0 FRAME SCREW IEl 301 INTERLOCK CAP, 10 2 TRACK HEAD/JAMB © 4 TRACK SILL 0 COVER (PVC) © ANCHOR PLATE Q TRACK INSERT 10 EXTENDED POCKET 1 8.250 -j 8.250 [OO C7 100 ❑ ❑ ❑ 1.813 0 p oo 81 100 �Q® ini O 3 TRACK HEAD/JAMB ® 3 TRACK SILL 10.625 �❑❑II l .100 A3Lj�w u 1:6+81 1 O5 4 TRACK HEAD/JAMB Q2 2 TRACK SILL 1.000 k 252 �.062 1.435 231 ��1.613 060 -1 2.060 .949 --11 n .062 1.983 .060 11 SUPTTOM PORT PORT�IL 12 COVER OUTER SILL 13 COVER 17 P-HOOK ADAPTOR .762 5.178 100 - .080 18 P-HOOK 25 540 540 291 .061 .229 2.975 094 2.141 � 1 3.000 _4 .075 -L .626 .5�00 1--2.607 �I� 1.406 f---4l -.062 ��� •062 .329 J 19 KEEPER EXTENDED KEEPER 21 BAR COERMENT © BAR REINFORCEMENT FIXED PANEL CLIP ® PLATE REINFORCEMENT 1.570 t±1.625 1,595 r+- 1.595 r+- �- 309 IJ 2.696 3.483 .125 2.833 2.3611 2.768 .400 2.768 .070 1 .300 0 e 2.025 .312 2'Z10 1 110 If- 188 .120 �If.182 .120 1+ .182 2.291 T .100 © REINFORCEMENT, ® REINFORCEMENT, REINFORCEMENT INTERLOCK ADAPTER STANDARD HEAVY-DUTY Q TOP, BOTTOM © TOP, BOTTOM AND STILE AND STILE REINFORCEMENT COMPOSITE REINFORCEMENT 3.452 1f,472 125 .125 3.209 75 070 .300 Q135' CORNER 36 135` CORNER ASTRAGAL PASSIVE MOUNT .060 3.713 1.170 @1350 CORNER ASTRAGAL CAP, EXTERIOR -1.9121+ 4 912 065-1.261 .062 1.261 .210 �} II1.261 7/16"80 SQUAREBEAD BEVELED EAD S2 BEVELED BEAD .252 rl.261 83 1-1/11f OGEE BEAD 2.511-+� I 0 080 075 Lo�4.635 4.279 .10 .090I 16 II ❑ �1-2.710 Q P1.875�� INTERLOCK PANEL STILE, TOP 31 ADAPTER 32 ASTRAGAL ADD -ON 33 AND BOTTOM RAIL 3.326 r� 3.345 NOTES: 919 1) SEE SHEET FOR .090 L SILL RISERS. .046 1.500 3.LJ7 3.345,060 -� .065 7I2) SEE SHEET A�-- 229 FOR SCREEN PARTS. 38 135* CORNER ASTRAGAL CAP, 39 R ASTRAGALASTRAGAL CAP, 90' CORNER 41 ASTRAGAL 90* CORNER 3) ALL DIMENSIONS CAP, IN INCHES. INTERIOR EXTERIOR INTERIOR .173 lfi- A VINYL SLIDING GLASS DOOR NOA (LM) & 10/05/15 1.261 EXTRUSIONS J ROSOWSKI 84 OGLED ® z B) NO CHANGES THIS SHEET. a 03/23/20 1070 TECHNOLOGY DR 9 N. VENICE, FL 34275 R941 -480-1600 ° EG�sT)RATION az92% SGD-5570 , NTS 111 18 OF 21 0 MD-5570.0 B 2.0� 099 1 ® INTERIOR JAMB COVER PRODUCT REVISED as complying with the Florida BuUding Coda ND/ -No. 20-0429.05 Expiration Data:04/14/2021 Mhun4Dade Product Control Z. a N0.58705 A LYNN MILLER. P.E. 1)INSTALL 2) INSTALL CLIP HEADER BLOCK TO HEAD CLIP INTO INTO FRAME JAMB ATTACHMENT JAMB TO HEAD (4) CLIP ANCHOR PANEL U SUBSTRATE, HEADER ASSEMBLY TYPE AS USED o USING 4 INSTALL ONE BLOCK AT ea �J IN INSTALLATION, STILE INSTALLATION EACH INTERLOCK. BLOCK TABLE A, SHEET 1 ANCHORS, SEE AT ASTRAGAL, INSTALL ea (3) lox / ° TABLE 1 ONE BLOCK THAT 1.5" SMS SPANS BOTH PANELS. I (3) #8 X � 90 11. SMS i �❑ I d o z3 FIXED PANEL CLIP FIXED INSTALL ONE CLIP AT THE zs PANEL MIDSPAN OF EACH FIXED 95 X221/4" SMS CLIP PANEL -TO -FRAME JAMB LOCATION. #8Xr'90 II III Hflll IIII II 1111ral ` I / o ATTACH WITH #8 X 1-1/4" @ 34-1/2" MAX O.C. (2) #10 X 1" SMS I III THROUGH SUPPORT, sz Illll�l UJ 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. 3) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. 4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. VINYL SLIDING GLASS DOOR NOA (LM) JAI 10/05/t ACCESSORIES INSTALLATION m' J ROSOWSK ® e B) NO CHANGES THIS SHEET. W 03/23/2( 1070 TECHNOLOGY DR z N. VENICE, FL 34275 R9csrn no 1u6nON �j �SGD-5570 NTS � 19OF21 Jill MD-5570.0 9 B KEEPER TO JAMB ATTACHMENT PRODUCT REVISED as eompWng with the Florida Bonding Code NOA-No. 20-0429.05 Expiration Data. 04/1412021 Br— 1 se._7 1. MlamI-Dade Product Control No.58705 tT4EP 4(- A LYNN MILLER. RE P.EN 58705 BOX SCREEN DETAILS: VERTICAL SECTION EXAMPLE HORIZONTAL SECTION EXAMPLE --41-- .062 BOX to3 SCREEN INTERLOCK EXAMPLE 1.593 055 �—.372 1oa BOX SCREEN SNAP -ON BUG FLAP 1.306 .050 055 f1.4.487 O BOX SCREEN 1os ASTRAGAL O XSCLREEN 1D7 SILLADD-ON ADAPTER 1.833 II Otoe1BOOXX SCREEN OXO ASTRAGAL ADAPTER 1 ---1 1.467 �— 1.510 060 Lr (BBOX SCREEN HEAD AND JAMB ADD -ON STANDARD SCREEN DETAILS: HORIZONTAL SECTION EXAMPLE 32 131 121 122 HORIZONTAL SECTION EXAMPLE —1 r--1.081q—f 1 1.202—r•�.-IJ. 1.778 1—.71178 A-935 00 —ra .050 .045 tEEN tz1 SCREEN 1zz SCREEN OXO WE SIDE RAIL, ASTRAGAL L LATCH ADAPTER PRODUCT REVISED as complying with the Florida 1.435 Building Code in. �.725 i NOA-No. 20-0429.05 .765 782 Expiration Date: 04/14/2021 040 062 Miami -Dade Product Control 123 SCREEN VINYL 12� FRAME SILL ASTRAGAL SCREEN 1 ADAPTER ADD -ON VERTEXAMPLEICALSECTION `�pNY LYN/�I�I NOTES: 1) ALL DIMENSIONS IN INCHES. No.58705 }` F VINYL SLIDING GLASS DOOR NOA (LM) c 10/05/15 SCREEN DETAILS N J ROSOWSKI �G '•,FT.O S . .B) ii;NALN�`� NO CHANGES THIS SHEET. 01 03/23/20.���: 170TECHNOLOGY DR N. VENICE, FL 34275 SGD-5570111 NTS . 20 OF 21 12011 MD-5570.0i B (941)-480-1600 A LYNN MILLER, P.E. REtlSTRATiON M296 ulP.E058705 � 1 R TABLE C: # Part# Descriptlon Material 1 19001 2-Track Head/Jamb Rigid PVC 2 19002 2-Track Sill Rigid PVC 3 19025 3-Track Head/Jamb Rigid PVC 4 19028 3-Track Sill Rigid PVC 5 19027 4-Track HeadlJamb Rigid PVC 6 19028 4-Track Sill Rigid PVC 7 19009 Frame Screw Cover Rigid PVC 8 19031 Anchor Plate 60B3-TS Alum. 9 19D07 Track Insert 6083-76 Alum. 10 19084 Interlock Cap - Extended Pocket Rigid PVC 11 19036 Bottom Rail Support 606345 Alum. 12 19006A Outer Sill Cover 6063-TB Alum. 13 19011 Sill Track Cover Rigid PVC 17 19032 P-Hook Adapter 6063-TS Alum. 18 19020 P-Hook 6063-TS Alum. 19 19D47M Extended Keeper 6063.76 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-TB Alum. 24 19035M Reinforcement Plate 6063-T6 Alum. 25 19017M Top Rail, Bottom Rail and Lockstile Reinforcement 6005-75 Alum. 26 19046 Composite 27 19018M Interlock .300 Reinforcement, Std. 6005.75 Alum. 28 19013M Interlock .400 Reinforcement, HD 6005-T5 Alum. 29 19019M Astragal Reinforcement 6005.78A1um. 30 19083 Extended Pocket Interlock Adaptor 6063•TS Alum. 31 19005 Interlock Adaptor Rigid PVC 32 19008 Astragal Add -on Rigid PVC 33 19004 Panel Stile, Top/Bottom Rail Rigid PVC 34 19040 Interior Jamb Cover 6063.76 Alum. 35 19076 135" Comer Astragal 6063-TS Alum. 36 19077 135" Comer Astragal Passive Mount 6063-76 Alum. 37 19079 135" Comer Astragal Cap - Ext. Rigid PVC 38 19080 135" Comer Astragal Cap - Int Rigid PVC 39 19078 90" Comer Astragal 6063-T6 Alum. 40 19081 90" Corner Astragal Cap - Ext. Rigid PVC 41 19082 90" Comer Astragal Cap - Int. Rigid PVC Material Min. Fy Min. F" #12 Steel Screw 92 ksi 120 ksi #12410 Screw 90 ksi 110 ksi 1/4" DeWaiVElco Aggre-Gator® 57 ksi 96 ksi 1/4" Elco UltraConlD 155 ksi 177 ksi 1/4" DeWalt UltraCon+4D 148 ksi 164 ksi 1/4" 410 SS DeWait/Elco CreteFlex40 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi # Part It Description Material 42 19085 Sill Riser - (2-10) 6063-76 Alum. 43 19022A Sill Riser - (3-1/Z') 6063.78 Alum. 44 19023A Sill Riser - (4-1116") 6063•T6Alum. 45 19024A Sill Riser - (4-519') 6063-T6 Alum. 50 718609W .187" x .320" Finseal (Stile) 51 71695K 1.1/2" x 1" x 3/4" Fin Seal Dust Plug 52 71696 Dust Plug 60 419041 Interlock Clip Cover PVC 61 78153X Tandem Roller Assembly SS 62 78153N Tandem Roller Assembly Nylon 63 78X75FPTX #8 x 314" Ph. FH SMS @ Roller & Reint SS 64 419042 Frame Header Block Nylon 65 48052 Roller Adj. Hole Plug PVC 66 44385 4 Hole Bumper Stop PVC 67 76X114FPTX #5 x IAA Ph. FH SMS @Bumper Stop SS 68 71696G Sill Plug PVC 69 78185X Gemini Mortise Lock w/long Trim plate Steel/SS 70 71032X1FPFX 1032 x 1" Ph.FH MS @ Lock SS 71 varies Handle FGt Cast Znc 72 19054 Interlock Retainer Clip Nylon 75 Kommeding 4SG TPS Spacer System See Sheet 10 for 76 Quanex Super Spacer nXr with Hot Melt Butyl 77 Quanex Duraseal Materials 78 Cardinal XL Edge Spacer 79 Dow 791, 983, 995 or GE-7700 Backbedding Silicone 80 19090 7/16" Square Bead Rigid PVC 81 7116" Beveled Bead Rigid PVC 82 19044 1-1116" Beveled Bead Rigid PVC 83 19045 1-1116" Ogee Bead Rigid PVC 84 19016 1,T16" Ogea Bead Rigid PVC 85 71725K Setting Block 1/2" x 4" x 1116", 85+/-5 duro. Neoprene 86 71726K Setting Block 1" x 4" x 1/16", 85+1-5 duro, Neoprene 90 781 PS7X 08 x 1" Ph. PH SMS @ Frame Assembly SS 91 78X114PHPT410X #8 x 1-1/4" Ph. PH SMS @ Reint Bar SS 92 710X1PHPT18-8X #10 x 1" Ph. PH SMS @ Rail Support SS 93 71OX115PPX #10 x 1-1/2" Ph. PH SMS @ Fxd Pnl. Gip SS 94 71OX25PHPT18-BX #10 x 2-112" Ph. PH SMS @ Reint. Plate/Ast. SS 95 71420X2.25FPFX #12 x 2-1/4" Ph. PH SMS @ Hdr. Block SS 96 71OX1.75PPX #10 x 13/4" Ph. FH SMS @ Ast. Mount SS 97 710X34PPX 1#10 x 3/4" Ph. PH SMS @ Ext. Pkt. Int. SS 98 710X2PPX 1#10 x 4" Ph. FH SMS @ Keeper SEll TABLE D: BOX SCREEN # Part# Description Material 100 12256 Box Screen Top Rail 6063 T5 AI 101 12257 Box Screen Bottom Rail 6063 T5 At 102 12258 Box Screen Side Rail 6063 75 AI 103 64428 Box Screen Interlock 6063 76 At 104 17347A Box Screen Snap -on Bug Flap 6063 TS At 105 64345 Box Screen OXO Astragal Adapter 6063 76 AI 106 17349 Box Screen Astragal Adapter 6063 T5 AI 107 19039 Box Screen Frame Sill Add -on $063 T6 At 108 19038 Box Screen Head/Jamb Add -on 6063 T6 AI 109 720X1X #14.20 x 1" MS @ Top Rail SS 110 720X112X #14-20 x 1-112" MS @ Bottom Roll SS 111 71793G Wstp, .270" x .150' - Fin Seel l 12 61805K Wstp, .187" x .500" @ Bug Flap 113 78RAZ Standard Roller Nylon 114 7SRAX HD Roller SS 115 varies Screen Locking Hardware Steel 116 419053 Screen Keeper - Steel 117 76X1PPA #5 x 1" Ph. PH SMS Steel 118 1692/314 Screen Spline-.150'&.165" Vinyl 119 1816C20 IScreen Cloth Fiberglass TABLE F- STANDARD SCREEN # Pert# Description Material 120 12033 Screen Frame Rail 6003 75 Al 121 12026A Screen Frame -Side Rail (Latch) 6063 T5 AI 122 17363 Semen OXO Astragal Adapter 6063 T6 AI 123 4853K Screen Vinyl Astragal Adapter Rigid PVC 124 19012E Frame Sill Screen Add -on 6063 T6 Al 125 6FP95K Bug Flap, 85 +/- 5 dum. Vinyl 126 78X112PSATS 48 x 1-1/2" Ph. PH SMS (Assembly) SS 127 712027 Comer Key Wheel Assembly (Standard) Nylon 128 712027SS Comer Key Wheal Assembly (HD) SS 129 varies Semen Locking Hardware Steel 130 71M04PPSDAX #10 x 3/4' Ph. PH SMS @ Semen Asl. SS 131 7BX12PPSMSX #8 x 1/2" Ph. PH SMS @ DoorAst. SS 132 1692/3/4 Screen Spline-.145" Vinyl 133 1816C20 Screen Cloth Fiberglass NOTES: 1) ITEMS #14-16, 46-49, 5359, 73, 74 & 87-89 & 99 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. VINYL SLIDING GLASS DOOR NOA (LM) B 10/0511-1 PARTS LIST 1t J ROSOWSKI ® a B) ADDED BCKBDG. TYPES & TABLE F. � 03/23/20 N. VENICE, FL 34275 (941)-480-1600 8iSGD-5570 NTS 1 21OF21 11 MD-5570.0 REGISTRAMON929Mil y _ as complying with the Florld Building Code NOA,No. 20-0429.0; Expiration Date: 0411412021 Miami -Dade Product Control `: Pa .• LICENSE No.58705 •� 7TA)TEO :••(V�� Cis �'•F/ORIOP,.•'•_�C�� TONAL IEN.�. A LYNN MILLER. RE P.E.# 58705